HomeMy WebLinkAboutDocuments & Plans - 1994-1999 (CO)L't- t3 D (\'ry-"' Z-'^L
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD vArL, co 81657
97 0-47 9-2L38
NOTE: THIS PERMIT MUST BE POSTED ON JOBS ITE
Permit PLUMBING PERMIT
AT
#:
ALIJ TIMES
P97 -0L27
Description: PLUMBING FOR NEW RESIDENCE Valuation:9,000.00
*t****************t*********ff**ff****t******************** FEE SUl,fl,lARy *****t***********************t************i***************
APPI-,ICANT
CONTRACTOR
OWNER
P tumbi ng----->
Ptan Check--->
lnvestigation>
U'i l. L Cal. L---->
Job Address: 3846 BRIDGE RD
LocaIion. . .: 3846 LUPINE DRIVE Parcel No.. : 2101-111-01-012 Project No. : PRJ97-0077
EAGLE COUNTY PLUMBING & HEAT
P O BOX Lt73, GYPSUM CO 81637
EAGLE COUNTY PLUMBING & HEAT
P O BOX 1L73, GyPSUM CO 81637
STEVE GROSS
Phonez 3O35249376
Phonet 3O35249376
171 .75
.00
171 .75
Payments-------
Status. .
Applied.
Issued..
Expires.
TotaI Catcutated Fees--->
AdditionaI Fees--------->
TotaL Permit Fee-------->
I S SUED
0e /23 / rseT
0e /23 / LeeT
03 /22 / rseB
155.00
33 .75
.00
3.00
Restuarant Plan Revi e]r-->
TOTAL FEES----.-
.00
171 .75
Itqm: .05100 BUILDING DEPARTMENT Dept: BUIIJDING Division:09/23/7997 CHARLIE Action: APPR CHARLIE DAVIS Item:'.05600 FIRE DEPARTMENT Dept: FIRE Division:09/23/1997 CHARLIE Acrion: AppR N/A
*********************************t**********i*t**i**************t**********t*****i***********t************************************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
************t*********t************************t**********************************************************************************
DECLARATIONS
I
_
hereby .acknow ledge that I have read this Epptication, f il,l.ed out 'in futt the intormation required, compteted an ptan, and state that att the informat'ion provided as required is correct. I agree to compty riith tire information
accurate ptot
and ptot p tan,
REOUESTS FOR INSPECTIONS SHALL BE IIADE TIIENTY-FOUR HOURS tN AOVANCE BY at +tg .-z't!a oR AT ouR rcE...f Roll
vtston
ANO OI'NER CONTRACTOR FOR
t/.
**********************************************:l*****************
TOWN OF VAIL, COT,ORADO Statemnt ****************************************************************
Statennt Number: REC-o331 Anount:
Payment Method: CHECK Notation: #4135
r7L.75 09/23/97 16:so Init: CD
I7L.?5
****************************************************************
Permit No:
ParceL No:Site Address:
L,ocation:
This Payment
Account Code
01 0000 41311
01.0000 4L332
01 0000 41336
Description
PLUMBING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
P97-0L27 Type: B-PLMB PLUMBING PERMIT
2101-111-01-012
3846 BRIDGE RD
3845 LUPINE DRIVE Total Fees:Total ALL Pnts:
Balance:
171.75
17L.75
.00
Amount
13s.00
33.7s
3 .00
rY r .<2 A1 g-77 -
Lty A"".""orff1""Tuonrac{: Eagre UounEy essessorfttce o
,...>,., , u
tr dt 970-328-8640 for parcel #. ToI{N oF vArL coNsrRucrroN pERr.trr
|PARCEL
$: -r ti., ttt ( i c,T ""*ilril311i"llt\ ""* 4hn?. }qy lttr'
, APPLTCATIoN MUST BE FILLED oUT CoMPLETELy oR IT MAY NoT BE AccEpTED
PER.}IIT /I
*****************************
[ ]-Building I -Electrical [ ]-other ;:;tt'3 t l. eo Job Name: €A---, r,,:!rL y'6,ltprULE Job Address: .1iLcr
Legat Description: Lot I j Block .r _ tttfr,ffi-L
owners Name: '<<i EVE t- l4t,>4 Address:Ph.
Ph.Architect:Address:
, AppLrcATIoN MUST BE FILLED OUT COMPLETELy OR
S * * * * * * * * * * * * * * * * * * * * * * * * * * ** * p6R'rr rNFoRr.tATroN n ffi
General Description:
Work Class: [.4-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Number of DwerrLng units: _ Number of Accommodation units:
fmber and rype of Fireplaces: Gas Appliur""r- 3 eas Logs i wood/petlet_,fro". and rype of Fireplaces: Gas Appliances- 5 eas Logs i wood/perret_Y
{********************:*};;;*******
VALUATTONS *********************************
Electrical Contractor:
Address:Town of Vail Reg. NO.
Plumbing
Address:
Contractor:
^ Phone Nunber:
lM;"oJ?T",,
Phone Number:
/22.-f
TVT-
Y::li:i:"rjTt:1"t"rz 7@1.,C rown or Vail Res. No. r:;z-r Address:Phone Number: 52.1-.itT-
******************************** FOR OFFTCE USE *******************************
BUTLDING PERMIT FEE:
PLUMBING PERMIT FEE:
I'IECHANTCAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
RECREATION FEE:
BUILDING PI,AN CHECK FEE:
PLUMBTNG PI,AN CHECK FEE:
MECHANTCAL PI.AN CHECK FEE:
CI,EAN.UP DEPOSIT:
TOTAIJ PERMTT FEES:
sQ. FT.BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
CLEAII I'P DEPOSIT RE?TIND TO:
VALUATION
TOWN OF VAIL
75 S. TRONTAGE ROhD vArL, co 81657
97 0-47 9-2138
E Lect r i ca [--->
DRB Fee
Investigation>lJitt cat l.----)
TOTAL FEES--->
Location...
Parcel No..Project No.
209.00
.00
.00
3.00
262.W
3846 LUPINE DR
2101-11 1-0 L -0l.2
PRJ97-007 7
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL,, PERMIT permit #: 897-0181
e*"*ez ( wr,r,t?- zrs)
Job Address: ge+O snrodE nO stt'tus...: ISSUED Applied..: 08/19/Iee7 Issued... : 0B/1,9/1997
Expiree. . : 02/75/1e98
Phone: 3039496013
Phone: 3039496013
APPLICANT RESORT SERVICES ELECTRIC
P O BOX LO79, AVON CO 81620
CONTRACTOR RESORT SERVICES ELECTRIC
P O BOX L079, AVON CO 81620
OWNER BORNE ROBERT
PO BOX 4205, VArL CO 81658
Description: TEMP POWER AND WIRING FOR NEW SFR Valuation:19, 1.00. 00
***********t'i********************************************* FEE surltARy *********l*********t***********f********r***************
TotaL Catcutated Fees--->
Additionat Fees--------->
TotaI Permit fee-------->
262.W
.00
262.00
262.@
.00 i BALANCE DUE-----
***t**ffi*************t***t******************************ff***********************************t**************t**********i*******
Item:,06000 ELECTRICAL DEPARTMENT 08/L9/1997 CHARLIE Action: APPR It'em:' .05600 FIRE DEPARTMENT O8/L9/1997 CHARLIE Action: APPR N/A
Dept: BUILDING Division:
Dept: FIRE Division:
******************************************************************************t*i*************************************************
CONDITION OF APPROVAL !
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
*********t****************************************ff#**i**t***r********ti***t*******************f,******i**t*********t************
DECLARATIONS
I. hcreby .acknowtedge that I have read.this aPptication, f i l,l,ed out in futl, the information requircd, conpteted an accurate ptot p[an, and state that all the informati.on provided as required. i,s correct. t agrae to conpl,y r,iith tlre in?ornation ana piot iian,to.conpty tith atL Toun ordinanccs -and state [avs, and to buil,d this structure according io the tovn's ionint .na subdivisibn codes, design revieu approved, uniforn Buitding code and other ordinances of the Toun aipticabl,e thereto.
REOUESTS FOR INSPECTIONS SHALL BE TIADE TIIENTY-FOUR HOURS I]I ADVA CE BY
./
-vv
****************************************************************
TowN oF VAI!, COLORADO Statemnt ****************************************************************
Statennt Number: REC-0317 Amount:
Palrment Method: CHECK Notation: *5597
262.00 08/21/97 L2245 Init: cD
Permit. No:Parcel No:sit,e Address:
Location:
This Payment
Account Code
01 0000 41313
01 0000 41313
01 0000 41336
Total Fees:262.00 Total ALL Pnts:
BaLance:
Description
ELECTRICAL PERMIT FEES
TEMPORARY POWER PERMITS
WILI, CALIJ INSPECTION FEE
897-0181 Type: B-ELEC ELECTRICAIJ PERMIT
2101-111-01-012
3846 BRIDGE RD
3846 LUPINE DR
****************************************************************
262 . OO
262.O0
.00
Amount
209.00
50. 00
3 .00
,t
?xcontact Eagle County e"""""or"lfi"" O
I at 910-328-8640 fo.r parpel /l . ToI^IN oF VAIL coNsTRucTroN
LPARCEL /l:tFt- rrl-61^Olll pERt-rrr AppLrcATIoN FoRM ? o*nr_8-7L41-
k17-o7ZS rt (
Architect:
PER.I"IIT #
, APPLICATfON MUST BE FILLED OUT COMPLETEIJY OR fT !{AY NOT BE AccEpTED
r****************************** pERMfT fNFORMATJoN **************************i**n) ,/[ ]-Bui]ding [ ]-Plumbing Sssrectricar [ ]-Mechanibal [ ]-other fr .,1 t\ -r o , ./ -.a t/./ t 7-rob Name: futl t)ol t"* t rob Addre "", aB 46 L'epiae. Dr.
Legat Description: r,ot-ll srocxl riling .rur.ro*, 8;o iorn "owners Narne: Grosl.tfe- Den Address:in.47a-xq
Address:Ph.
Generar Descriptior,, ]ns{t( uyi.fl.
../work class: Fll"r [ ]-Al.teration [ ]-Additional [ ]-Repair [ ]-other a-
Number of Dwelling units, I Number of Accomrnodation units:
.fmber and Type of Fireplaces: Gas Applialc-eq-- Gas Logs_ wood/pellet_Y lr * * * * * * * * * * * * * * * * * rt * * * :t t( * * rt rt rt t! * * I ' * * * * * * * * * * * * * * * * P*\?"irFr?Jo[ * * * * * * * * * r* * * * * * * * * * * * * * * * * * * * * * *I BUTLDTNG: Er,EcrRrcAr-,: $j!, IOO "
1?ob,y'or"u*, *PLUMBTNG: MECHANICAL: $--'-__ rOrAi,{
1[* * * * * * * * * * * * * rr * * * * * * * * * * * * * CoNTRACTOR INFORMAI'ION * * * * * * * * * * * * * * j( * * * * * * * * * * * *Eenera] ConLractor: Town of VaiI Reg. NO._Address:
Electrical Contractor:
Address:
Plunbing Contractor:
Address:
rown of vait Res. uo. l?7 E
Phone Number: W7- 673-
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.
Phone Number:
********************************FOR OFFTCE USE *******************************
BUILDING PERMIT FEE:
PLUMBING PERMIT FEE:
MECHANICAL PERMIT FEE:
BUTLDING PI,AN CHECK FEE:
ELECTRICAL FEEs
OTHER TYPE OF FEE:
DRB FEE:
BUTLDTNG:
STGNATURE:
ZONTNG:
SIGNATTIRE:
Mechanical Contractor:
Address:
PLIIMBING PI.AN CHECK FEE:
MECHANTCAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMII FEES:
VALUATION
CLEAN UP OEFOSIT NEFI'I{D
I'
%r,
r,/
i..: i
DRAFT
AVALANCHE EVALUATION
AND
MITIGATION },IEASURES
LOT 13, BTGHORN SUBOIVISION'
2ND ADDITION vAIL, COLORADO
February, 1995
Prepared For:
Mr. Bob Borne
P.O. Box 4205
Vail, Co'lorado 81658
Prepared by:
HYDNO{RNq UD
12t36 West Bayaud Avenue, Suile 100
Lat€ilood. Cololado 80228
Tetephone 303!f89458f FAX fl3f,89'9932
*.r'
I
)
.:
I
ds
't.
TABLE OF CONTENTS
AND NEED FOR THE AVALANCHE
Page
1
BACKGROUND
EVALUATION
1.1
1.2
Locat'ion
Proposed
Terrai n
Exposu re
'Vegetat i on
Deve I opment
1
2
2.O SITE CHARACTERISTICS
2.1
2.2
2.3
2.4
2
a
3
?
4
4
6
Slope Analysis
3.0 SNOW ENVIRONHENT
3.1 Snowfall and Snow Deoth
3,2 Wind Deposited Snow
3.3 Avalanche Characteristics .
4.0 AVALANCHE MAPPING
4.1 Criteria of AnalYsis
4.2 Sl ide Paths
5.0 RESULTS
5.1 Dry Flowing Avalanche
5.2 Wet Spring Avalanche
6.0 RECOI4HENDATIONS ...\. :. 6
REFERENCES
LIST OF FIGURES
Figure 1 - Lot 13 Bighorn Subdivision - 2nd Addition
figure 2 - Snow Avalanche Hazard Zones of the Vai'l Area, Ea91e Countv. Colorado
Figure 3A - Avalanche Path Cross Section 1
Figure 38 -'Ava1anche Path Cross Section 2
APPENOICES
4
5
Appendix A -
Appendix B -
Appendix C -
Site Inspection Summary. Arthur
Site Hazard Evaluation SummarY'
Avalanche f.lode'l Comouter Runs
\
'i
I. llears. Apri I ' 1994
Nicholas Lamoiris, MaY' 1994
AVALANCHE EVALUATION
AND
HITIGATION I'IEASURES
LOT 13, BIGHORN SUBDIVISION'
2ND ADOITION
VAIL, COLORADO
1. BACKGROUND AND NEED FOR THE AVALANCHE
EVALUATION
'l .1 Location
Lot 13 of the second addition. Bighorn Subd'ivision. VaiI. Co'lorado is
located on the southern corner of the intersection of LuDine Drive and Bridge
Road on the south flank of the Gore Creek Vallev (see Figure 1). The lot abuts
other'lots of the second addition on the southwest and southeast boundaries.
Access to the property is via Bridge Road or Luoine Drive'
The or.ientation of the general slope of the surrounding land is northeast.
A s.ignif icant c'l iff (primari'ly a I imestone outcroo of the llinturn formation)
extends continually from.p91 1 east of the property to the'Terray" gully and
avalanche path near'ly 1700 feet to the west.
A site 'investigation of this lot nas completed bv Arthur I. Mears. P.E. and
is summarized in Apoendix A. A orevious rockfall investigation concerning this
lot entitled, "Hazard Evaluation, Lot 'l 3, Bighorn Znd Additjon." May 1994 bv
Nicholas Lampiris is given in Appendix B.
The general area of the lot was identified in "Snow Ava1anche Hazard of the
Vai1 Area, Eagle CountV, Colorado,''1975 by Arthur Mears for the Coloracio
Geologica] Survey as being subject to smal l avalanches but not classified as
being subject to avalanches originating from above the cliff band (Figure 2).
1.2 Proposed Deve'loPment
There is currently a single family residence prooosed on the lot. The
building is to be'located in approximately the center of Lot 13 with a p'lan
orjentation 40 degrees east of true north.
2. O SITE CHARAC]-ERIS.|'ICS
2.1 Terrain
The topography of the surrounding area rises to the south southwest. The
property is on a slope of aporoximately 10 horizonta'l to l vertical (10H:1V).
Southof the property, the slopes increasesigntficantly back to the cliffs. The
gentle s'lope that is noted on the ]ot continues to the north of the property.
The average elevation of the propertv is aporoximate'ly 8385 feet'
2.2 Exoosure
Avalanches which rnay runout onto the property will originate on northeast
facing s'lopes. The amount'bf sunlight that these s'looes receive will be limited
during the winter months. This nil'l inf'luence the depth of snowoack which can
be expected as welI as the ohysical parameters of the snow. For this reason' drv
snow avalanches may occur during the winter months while wet snow ava'lanches
could develop ln the spring once the exposure of this slope to the sunlight
i nc reases .
2.3 S'lope AnalYsis
The slope of the cliffs to the south vary between nearly vertical to a
ratio of 3 vertica'l to t hori zontal (3V:lH). Fa11ing snow ''{ill not adhere to
this c'l iff except for freez'ing rirne or grauoel, which is verv unusua'l for this
valley. The re'lease zone for an avalanche affectlng the propertywould be below
the cliffs.
2.4 Vegetation
The tree cover on the ]ot and in the areas to the south and west of the
propertv'is moderately thick withmany aspens, but alsowith a significant number
of conifers, some up to 24 inches in diameter. l'lhi'le a site specific
dendrochronology or tree ring analysis has not been performed in the area' it is
obvious based upon other work done in the Bighorn subdivision that some of the
existing trees are on the order of 100 years old. The number of these sizeable
conifers in the area as well as the aspen with a profusion of]ow limbs stilI
attached do not indicate significant avalanche activity in this area in the
recent oast.
3-O SNOW ENVIRONMENT
3. 1 Snowfa'l'l and Snow Depth
The re'lease zones. for..avalanches that would affect Lot 13 are be'low the
cliffs. For this reason, sno*,pack critical to the avalanche potential for Lot
'l 3 will be subjected to c] imatic conditions typical of the valley floor' not the
climat.ic conditions typical of major avalanche paths release zones near timber
I ine.
The design snow deoth for this region were determined by analysis of snow
depth frequencies at measuri ng stations within the colorado River Basin
(Reference 1). Based upon these records, a design snowfall depth of 1.25 meters
was selected for the avalanche analvsis. Localized snow deoths are likely to
exceed 1.25 meters, however, the 1.25 meter design deoth is themean depth over
the enti re zone.
3.2 Wind Deposited Snow
Due to the surrounding terrain. the particular area in which Lot 13 is
situated is relat'ive'ly she'ltered from the wind. }lind deoosited snow wi'l I be
minimal and lras assumed to be 0.25 meters. The design snowpack is the summation
of the snowfal'l and the wind deoosited snow, or 1'5 meters.
3.3 Avalanche Characteristics
The genera'l c'l imatic conditions wlthin the Upoer Gore Creek basins are
typical of the western slopes of the Colorado Rockies. Since 1962 these
conditions are fair]y wel'l documented in this region by Vail Associates as part
of their on-hi'l 'l avalanche control work. The winter and ear'ly spring seasons
climatjc conditions are an imoortant aspect of the ava'lanche hazard within the
val I ey.
In recent history, Post Vail Inception (PVI , or the past thirty years), the
smalI ava'lanches along the southern flank of the valley have almost exclusively
been wet spring avalanches such as occurred in May of 1984.
4-O AVALANCI{.F MAPPI NG
\
Criteria of Analysis 4.1
The criterla for this avalanche analysis
Determine the extent of avalanche
inc'luded the fol lowing:
runout in the area of Lot 13.
Determine the ve'locities and forces that could be e.rpected at the
proposed bullding during the design avalanche.
Determine the soecifications of a damming wall that would protect
the building during the avalanche.
4.2 Sl ide Paths
MaJor and minor avalanche paths in this region have been delineated by the
Colorado Geologic Survey and are presented in Figure 2.Based upon the
existlng topographical maps of Lots 11 and 13 and the knowledge that the slopes
to the southwest of the property are most 1ikely to produce an avalanche that
would affect 'lot 13, two potential avalanche chute cross sections were develooed.
FigureS 3a and 3b are graphic representations of these avalanche chutes.
Local slldes are Iike'l y to develoo in the regions below the cliff face.
Since the area between the property and thecliffs to the southwest ls relatively
void of large channels or depressions, these localized avalanche f 'lows wilI be
unconfined and wi lI tend to flow perpendicular to ground contours.
5-O R,ESTJL-TS
This avalanche study considered both dry flowing and wet sDring type
occurrences. The classical dynamic model develooed by the Swiss (Voellmy' Salm
and schaerer - Referenid'2), as welI as local Colorado ava'lanche studies
(Reference 3) were used to' model the design avalanches. Comouter runs of
ootent.i al ava'lanches at each of the two]ocal slide paths are given in Aopendix
5.1 Dry Flowing Avalanche
A dry flowing ava'lanche wou'ld be fast moving uhen compared to the l{et
spri ng avalanche. The snow would also have a 'lower densitv.
The runout dlstance beyond the southern edge of the property was calculated
to be as high as 68 meters (223 feet). The dry flowing avalanche velocities at
the south corner of the proposed building ranged from between 13.1 and 17.9
meters per second. The velocities wou'ld be essentia'l ly the same for the entire
length of the building's exterior walls.
The oeak static and dynamic pressures created bv the dry flowing ava'lanche
on the southwest face of the bui lding wou'ld range from 512 to 688 psf.
5.2 Wet Spring Avalanche
The wet spring avalanches would also orlginate from below the cliff band.
These flows wi'l I be slower moving with fairly wet, dense snow. These avalanches
tend to flow perpendicular to the ground contours of the area.
The total runout distance for a wet spring ava'lanche is calculated to be
46 meters (150 feet) beyond the southern property line. The velocity of the wet
avalanche is expected to range from 10,4 and 13.3 meters per second.
The peak static and dynamic pressure on the southwest face of the proposed
bui]ding wou'ld range from 385 to 686 psf.
6 - O IRECOMMENDATIONS
The analysis show thdC'there is potential for an ava'lanche with high normal
oressures to cross lot 13. Steps should be taken to reduce the energV of an
avalanche that aporoaches the lot to insure the integrity of the bui]ding'
Hydro-Triad, Ltd. recommends that a series of arrestinq or retaining walls
be installed between the likely slide paths and the proposed bui'lding.
The su'pp]y of five foot diameter boulders on the lot can be uti'l ized for
the first in a series of two wal]s. The boulders should be moved toqether so that
they form a wal'l near the south and southwest
high retaining wall should be constructed
boulders.
The series of walls w'i l'l reduce the energy of potential avalanches bv
resisting the natural f'low of the snow and forcing snow to cascade over the
walls.
REFERENCES
U.S. Department of Agriculture Soil Conservation Service, Snow Freouencv
Analvsis for Co'lorado and New Mexico Snow Courses. 1974' Aprl)' 1974.
U.S. 0epartment of Agriculture, Rocky Mountain Forest and Range Experiment
Station, Forest Service, Ava'lanche Dvnamics: Enqineerinq Apolications for
Land Use Planninq, February, 1977.
property 'l ines. A
a minimum of 25
second five foot
feet behind the
1.
2.
?Deot. of Natural Resources'Hears, Arthur I.; Co'lorado Geological Survey'
uo l(Jl ctu(J olluw - n vq lqllvllE arl vq e uur.r rs-
Plannjnq, Special Publ'ication 7, 1979.
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72
APPENDIX A
SITE INSPEC-TION SUMMARY
ARTHTJR, I. MEARS
APRIL 1994
ARTHTJRT MEARS, P.L. INC
t,|runl tluraJr Cooltras
tllFJtaa;.Ar..
G--:-. C.lo,lo E1230
..n - ut-t25
.{YDno-Tfiiql L;i
J?: I '1 . t:r
. i:osvEl' .
April 21, 1994
.
Mr. Bob Bornc'
P.O. Box 4205 ' -
Vail, CO 81658
Ocor fUr. Bornc:
As your irqu.rr, I conductcd a sitc inspcctioo of Io, 13, Bigbora Subdivision Sccond
Addidon on April 19, 1994. Thc purposc of my sitc inspcction was to dctcrminc if .-::.'
a. thc bu.ilding sitc is cxposcd to snow avalaochcs;
b. thc sitc lics within thc "Rcd' or "Bluc" avalanchc hazard zonc; and
c. a building can bc dcsigncd such that it will rcsist avalanchc forccs'
A. SITE EXPOSURE
The building sitc on Ilt t3 is within rhc towcr portion of thc dcsigrr-magnitudc ("100-ycar")
avalanchc runout zonc rcsulting from avalanchcs originadng on an ENE-facing slopc bclow
thc limcstonc cliff band.
B. HAZARD ZONATION
Thc building sirc will bc locatcd in a "Bluc,'or modcratc hazard avalanchc zonc. Rcsidcotial
consrruction in Bluc zoncs is pcrmirtcd by Vail Hazard Rcgulations. RcinforccmcDt of
cxposecl building surfaccs for avalanchc loads will bc rcquircd' ::'
C. BUILDING DESIGN
Basccl on my cxpcriencc, dcsign on this lot is fcasiblc and can bc accomplishcd without
difficulry. Thc bcst rypc of dcsign shoutJ bc dctermincd aficr spccitic consultation with mc
aftcr you dccide to Procccd with tbis projcct.
Plcasc contact me if you havc any qucsrions-
Sinccrcly,
O,at*i+. V\,eour
Anhur I. Mcars, P.E.
Avalancht-iontrol cnginccr
It- tlerut . A&b. Aeh Cotpl Eutatr
APPENDI)< B
SI-TE HAZARD EVALTJATION STJI.|MARY
NICHOLAS LAMPIRIS MAY 1994
o
D.
.rrr.)-t I qirr.r-o o Ir.lyll
Nicholas Lampiris, ph.
cor{str ftlc 6torc,c|sr
P.O.80x 2 srLr. coLonAOO 8t652
13031 116.5<o 12a xOu6gl
ftay l B, l?94
9rr')
Robart Forne
AOtrZE Snowshoe Lane Vai I CA ErggT
RE: H.r=erd Eval r.rati on, Lot 1.:r Biohorn 2nd Addition
Dear Flr . Borne:
I vrsr rer, th(r abr)ve r.ferenced rot in vair recently for purpole.o.f a eeolo4rc ha:er.<J evallt.rtion, especttlly as it pertains to rocl; fal I. potential . As you know ttrir f,a:arJ-iJ .no*n by the Ttlwn c4 Vai I 's ,ndFs as af f ecting your . property, with a ,,hlgh 5everity' classifrcatron- Snow avalanqhe ir "i"o a pot.ntial ha3errj at the, si t e b(,tt ha$ been rveluatad by anothcr prof assi onal .
I'tv E'e:neral ftndinqE are that the rock frrll, ha:ard tB i ndeod Fresent hr.rt rs not .,clvlrre: howevr:r. so,ng mltrgatton !s ln orcter.The steep hillside above vour ho,oe is at r.""f s5o" feet high and i3 heavilv foresteo. This lot i.-about 100 feet from the base of that h:llFide and tnerefore not likaty to be reacneO by many boulders. The topcgrapny is alscr Eorocwhat favorable ln th..l!there i 5 A home between mLrch of the s! 6p6 .", c; yo.. 1r a".
There alFe a nurnber o{ br g bor.rl ders on thc sl te whi ch can be aliqn.d on the north 'rdc u{ the IoE for proteJtiJn rnd perhaps dirt c.rn be pleced berween the boulders +o,r ""f,".iii, adc,ed bul[i,and f or the Fotent.r-G1-l f or vegetation r+ ti"t -irlesireo.
The f'oL-r.:g snoLrl d be pla.Cei.. so as to a+ford rnax tmutn-p.Ltl.a, on. Ar an adcled precautti orr the iear oi the home rhould be des j, gned with a rear f oundatl cn
.ure I I protrLrdi ng about three f eet above f ini shed grade anct be c$ocrb t e ot' wi ihstindi ng +orcEs cf up to Jr)O pound€;per sqlrare f oot. rhere shor-rId be no lrindo!.r. in tiii inta"val.
Drainaqe around the home shourr d be provrded and the none shourd ha der:igned to pr.cvenL lhe accu,nulatlon o+ raOon-ll" ai thig ls becotning standard practice ln the State. So1 ls lnJestigation {or puf'po.es cf proper *oundarion design shoul d p."..d"-ionstruction.Eclcaurse o* the ha=arcl regtrl nt.r ons of tfre forn oi-Vat I , care .oust bri t akdn to not i ncrr:ase th€ ha: arct to a nai gh;or by your attempts at mitrgairon.
5l r0r{t6903r
i
1..
R.K.D POJ
r,ne -p.oFerty doorr l.-
ffJ#.,fl"":i' :: i "
1""
i' ;:.*i."_.: ffi :,,fl :: :: 1". ".lt i ll, va
_ _,r.r, h u t
u'i,iil*,'f ;.,:,*'i,." j":#TJr j..,:T"ti,-iii-";='t:.f "*.'i'?.ia
rsr prerEe conta.a li"tt :1 "^"
h:il|'%^
Nrcholes Laf,ptrie Lnnrul tl ng 6eologlrt
t
APPENDIX C
AVALANGHE MODEL COMPU-TER RTJNS
lncho oproadsh€el
o(matbn into cdlmn o
r€s) na
,ctares cdcdated) 0
,nt Fdclion . ? (nr'g ^ 2) 600
h'(m) l'5
I
fle:
mation on all ol the rsach€s
Description SloPe Angh
traok 47'7
fack 38
fack 31
track 21.8
runout '12'2
runout ' 6'3
runout 0
(calculate for atr rack roaches)
ll roachos, only we hto for fack roaches
rty:
ach 1
ltatod automdicaly
V ma( (rvs)
.'' zaj
2r.7873
20.474{,2
18.3601
h'(m)
1.5
1.594s9
1.692323
1.8872/tS --''n,1.
oofuc iteradvelY for reach 'l
guoss 1f vabes q61/^ ! = BH
thon hsorr vabe ot nY' ho cel O
Vmax^2 E ?tr'(sh(a).(5rvf -co3(
v \i:2 BHs
23 s25 5dr^3257
n 44 528'0063
24 574 539'4t81
,? nunoutBeach sftceeAe Lan0lh (ml
84 = 58.58649
Seleot length at which to recalculato
X4= 7
U(X4) = 14.72s43
Input Parameters for cuIront runout zone
RunoutFeach Slope Angle Lenglh (m)
55 = 31.89233
S€lect length at which to recalculato
X5= 10
U(Xs) = '12.20279
S7 = 10.1e155
S€loct lenglh at which to recalcdato
x7= 10
Uffi = 1.104719
Inpd Pararnolarg for crrtent runout zone
Runou Boach Slope Angle Lenglh (m)
56 = 18.29223
Seloct length at whlch to reca,cdate - ' i ..i
'. cursnt Runout L€not
XG = l0 ' 58 mot€6
U(Xo) = 8.21602
lrput Psarnoler3 for curont runou zone
Fltnout Feach Slcpe Angle lrrlgtt (m)
7,0s00
5{X)
Crnrgnt Ft'|ou Leflgl
38 meters
CLnont Runout Lengt
48 melors
Curont Rncr.i Loalgt
68 tncltt
5
-,tt
Sprexis'noet Avaianche
Input al basio irdormaton ho cobtm o
Slarthg Area (acros) na
Stardng Area 0xtctarss cetculateo o
Coetl, of Turbdent Fdction - ? (ttVs ^ 4 .100
Depth of snow - h' (m) 1.5
Secdon 1
lonft'ttdinal Profle:
lnput basic intormation on atr of Itte a6achss
Reach Descdpton SloPe Angle
I track 47.7
2 tack 38
3 traok 3t
4 track 21.8
5 runou 12.2
6 nfiout 6.3
7 runout 0
I
I
t0
Flow Height: (calculat€ for atr tad( roachos)
Catculatod tor atl reaches. otrv use lnto tor track reaches
Reach h'(m)
2 1.59459
3 1.692323
4 1.8872rts .. : ;F il
5".
6\
7
Temlnal VelocitY:
.
calcdatc lof r€ach I 3olvo ilcralfusv tot reach 1
All olh€rs celculatod automalically
grrss 1f vaLPs u1U V^2 = RH
Beach Vmd (rvs) T]16ri hsert vdt'F ot 1/" hto cel D
1 18.2 Vmax^2 = ?h'(sin(a)'(W)'cos(
2 17.12039 \3 1e.13167 1'' v v^ 2 BHS
4 14..16553 I 5 ' 20 4OO 342'8268
6 17 ZA9 3':!5'0117
18 324 331.6099 7
I
10
Rfiout Dbtance:
Inpd Velocity and h' at lagt uack reach in column c
V= 14.5
h'= 1.9
Funout Fleach Slope Angfe Length (M)
;;; ;;.;, G;23.2 538.24 356.7s12
O EBB
O ER8
O ERR
O ERR
CtrTentR'1orJ|LsEt
31 mobf3
12.2
6.3
53 r 16.0401
14 Sebct l€ngd1 at wHch to reoahdab
X3= 10
U(X3) s 6.945268
Input Patsyrctorc fot curefil tt,1ou zono
5
(!
tl
26
51 = 68.31865
Seloct length at wfrich to recalcdato
Cunont Ruout Lengt
Xl= 11 11 mole|s
u(xl) - 13.28148
Input Paraneters for cungnt runout zone
Funout Boach Slope ArEle Lendh(m)
€2 = 30.176116
select lengh at whlch to recalculde .. . - * r,i.
cunont RrFut Longil
)(2= 10 t 2l tnotots
" u(x4 = 1o.B6o1i
Input Paranet€rs lor cunenl nrtotrt zone
RuloutFl€ach Slope AnCe Lengft (m)
17
27 6.3
-{
Runolrl Rqach slooe af Lona[h (m)
6 6.s 7
^ al-
5 =J) dL
54 = 4.041 154
o
. AvalancheSproadsheot
Input ax basic htomation hto colutfn G
Stardng Aroa (acr6) na
Stardno Area (h€cta.ee calcrlatod) 0
Coefi. of Turbdent Friclirn - ? (rvs ^ 2) 500
Dopth ot snow - h' (m) 1.5
S€ction I
Longihdlnal Profile:
Input bas,c ,ntormadon on an ot lhe reaches
Feach Doscdp{on Slope Angle
1 tack 471
2 tack 38
3 raok 31
4 tack 21.8
5 runout 12.2
6 runout 6'3
7 runout 0
8
I
10
Flow Heigfrt: (calcdato for d track roaches)
Calculated tor afl reaches, or{y use Ho tor tack reaches
Feach h'(m)
1.5
1.59459
1.892323
1.887245 ....i,+
\
TemlndVeloclV:
calculate lor rcactr I ' cofue it€ralh'cy lor reach 1
A[ others calculalgd aromatcatry
guese 1f vdrec rnt V^ 2 = FH
Feach V ma( (mA) Th€n h3.'t vt',e of 1/" ho cd D
\ I 2o.tt Vma<^2 a ?tr'(sh(4-(5rV).coe(
2 19.5€616 r 3 '18..t362 r' V V^2 RHS
4 16.51[!04 1 5 1 20 400 4iA'St35
6 21 441 134'3123
7 20'8 432'64 433'3669
I
2
3
4
5
0
7
E
o
10
Langth (M)
11
26
Lenqh(m)
Lengilh (m)
{9o.o I
o
o
o
o
o
0
Curont Runout L€ng[
l1 met€rs
Cunent Runout Lsngt
21 m6l6rs
Ct.rrent R loul L€noi
3l metcts
9rrJ eo/C
IGR
EFR
ERR
ERR
ERF
EBR
Eunout Dlstancc:
Input Velocity and h' at last facl( r€ach ln column C
V=16.5
h'= 1.9
Runout Feach Slope Angfe
12.2
0.3
5
6
51 =125.4107
Solect lsngdl at whlch to recalculat€
Xl = 11
U(X1) = 1s.7s977
Input Pararnetors lor cutrEnt nrput zone
Runout Reach Slopo Anglo
6.3
S2=53.89957
Sgloct tength at which to recdcdate ' ' ':' -1
Y,2= 10
U(Xz) * 14.2228a
lnput P{arnolers for curerit tt.rlout zone
Funoui B€ach Slope Angl€
8.3
S3=4't.5560e
Sel€ct longh ar whhh lo recalqJate
)(! =
U(X3) =
l0
l2.39rlo1
i
hDd Pxafibter3 lot Gunont tr.rEt't zon€
17
6.3 7
S4 = 26.29031
8ot6ot length at which to recalcdate
Ofior Bunout Lengt'
X4= 7 38 mel€|s
U(X4) = 10.61655
Input Param€ters tor cunent runout zone
Runoutneach SlopeAngle Longh (m)
70s00
l' ?tr 5= )Ur'.
SS = 12.06126
a
o
Sprea<isimet Avaianche
hpd al ba3ic inlormdon hto cohjtrn G
Starting Area (acres) na
Stardng Area (hectates calcuhted) 0
Coetf. of Tudrdent Fdction - ? (nVs ^ 4 800
Dopth ot snow - h' (m) 1.5
Secdon 2
Longftudinal Profle:
lnput basic inlormadon on all of th€ rs&t|eg
Reach Da3ctiplion SIoPE Angle
1 tack A
2 tack 39.8
3 track 33.4
4 tack 17.1
5 runo(^ 12.2
6 runout 6.3
7 runout o
I
9
10
Flow H€ight: (calculato for al t-aok reaches)
Catcutated for a! reaches. ordy use into fa tsacl( roaches
Fleach h' (m)
I 1.5
2 1.s4334
3 1.600838
4 1.372995 -...'s
Tormhd Velocity:
calculate for reach 1 ' solvo ileratv€t 1or rgach I
All oth€rs cdctjstod artomalicatY
guess 1f v*Jes s1g !^ ! = RH
Beach V ma( (ds) Then insert vallto of qt,' trlo cel 0
\ 1 21.i Vmu^2 = ?h'(!h(a)-(Vv).cos(
2 20.7904,4 r s 19.77OO9 i'. V V^2 RHS
4 16.0416 t 5 m ioo '135.01 6 21 441 {/,2'97?'2
, ,r.t 45.21 'l.|i}'7250'
5
6
7
o
0
0
0
0
o
0
ENlt I rt
ERR
ERR
EFF
EBR
ER8
\8
I
r0
I
Runout Dlstiance:
lnput Vetocity and h' d last racl( reach h colunn C
V= 16
fi'= 2
Flunorn Feach slope Angle Lengrfi (M)
5
6
12.2 11
sl = 114.328?
Select bndh at whlch to t6cstculale
Xl= 1l
U(Xi) = 15.21083
tnput Patdneters tor ctrtent nnout zone
RunoutRoaoh Slopo Angle Length(m)
52 = 49.03728
Sel€ct lenglh at wfiich to recalcLdate * ' ' - tri
)12= 10
UQQ) = 13.s7155
Input Padr€lef3 for cwrcnt
'|fiorrt
zon€
RrnotBasch Slope Atrgb Lengh (m)
6.8.3
SO = g5.7O3Ol
S€ilcct ler€lh at ufihh to t€calculato
X3= l0
U(Xs) g tt.st313
6.3
27 8.3
C-un€nt funod t€ngt
l l met€rs
Orrent nnou Lengl
2l motof3
Crrront Rrlod l-end
31 molr3
' kDut ?a'dn€rgr3 lot c|''r€r lrtrout zdlo
17
. ..- Funoul Feach stoec AngO [encnn (m]
66.37
S4 = 20.6tl57g
Soloot lendh at $rldch io rooal4iate
Cunont Funou Lengt
X4= 7 38 trl€t8rs
U(X4) = 9.307452
Input Pararneters for curonl runout zona
FlunoutReach stopo Ang0E Lenstrt (m)
705fft
$= {b
^n
t
s5 = 8.32508
o
Sp.oarlshoet Avalancho
lnpd al basb informalion ino colm G
Stardng Area (acres) na
stardng ArEa (hectares cafcdatod) 0
Coell. ol Tullcrlant Fdclion . ? (tnls ^ 2) 5{x)
Depth of snow - h' (m) 1.5
Secflon 2
Longitrdhal Profilo:
Input basic informaton on all ol the r€ach6s
F€ach Ooscripton slope AngNg
1 track 42'
z Eeat( 39.8
3 fack gl.4
4 fack 17.1
5 runout 12.2
6 tt lolJt 6.3
7 lunout 0
I
9
10
Flow Height: (oatculate for al track reaches)
Ca,cdatgd tor a[ reaches, ordy uee Ho tor rack reaches
Beach h' (m)
'l 1.5
2 1.522934
3 1.600838
4 '1.972995 " -.i .r
5
6
7
Temdnd Velocity:
calcLdeto for roach I tohro itoraBrsty ld rcach 'l
Al orhers cabuleted antomatcdY
guess 1f valuee until V^ I = RH
Feech V max (ttvs) Thon lnsert value of 1f Ltto cel D
\,' I l8.t Vmd^2 = ?h'(sh(a)'(5ft4'cos(
2 18.32418 i
3 17.6157t v v^ 2 Bl{s
4 $.4n*t 1
s i 20 {,o 362'5083
6 19 361 055 17'16
7 18 324 347'0261
8
9
10
18.8 'u:* .il*
O ERB
O EBF
O EBF
O ERR
O ERR
Runoul Oistance:
lnpd Voloclty and h' at last tad< reach h co[fiin C
V= 14.3
h'= 2
Runout Reach Slope Ang[e Lengilh (M)
5
6
12.2 11
Sl = 67.79964
Sel€ct lenglh at whlch to rocalctJato
Cur6r Bunout Lengt
Xl = 11 1l tlplers
UGr) = 13.08866
Input PdarnEtors lor cwfor|t nnout zone
Rrnout Faach Slope Angle Lengh(m)
s2 = 29.50915
S€l€ct lengh at wtdch to recalculato *iff"I*
X2= l0
UQe) = 10.6.fi]31
Input Peatneters tor cunont nlnou zone
Brnout Feach Slope Angle l-€ngt| (m)
6'6.3
S3 = 15.91116
28 0.3
27 0.3
t
31 rwr
Avalanche Spreadsho€t
Inpd al basic htormalion irto co&rrrt O
Starting Area (acres) na
Starting Area (hectares cdcdateo 0
Coeff . of Turbulent Fdclion - ? (nvs ^ 2) ro0
Depth ol snow - h' (m) 1.5
Secdon 2
Lcrgitudhal Profle:
Input baslc hlormation on a[ ot lho reaches
Beach DescriPtion SloPe AnCe
I fack Q'
2 tack 39.8
3 rack 33.4
4 track 17.1
5 runout 12.2
6 runout 6'3
7 runout 0
8
s
10
Flow Hoiglht: (caloulate tor an track roaches)
caloutated tor ett reaches, or y use hto tor fack toaches
Reach h'(m)
't.5
1.s22334
1.600838
1.972s9s
1
Tennlnal VelociV;
calculate lor reach 1 solvo itetd'\,€ly lor leach 1
Al otherg catcdaed ajtofltalhafrY
guees 1f vdues untl V^ 2 = HH
Boach V ma,r (rVs) Ttrn hs€rt vdje of ry. ho cel o
I tO.S Vmo(^2 = ?h'(gh(a)'(5/Vl'cos(
2 10.06086 :
3 15.27325 * v v^2 FHS
4 12.3023:l
"s 18- 324 277.G2ff',
6 16 256 2e21387
7 16.1 259.21 263'0o'i2
1
2 '3
4
5
6
7
'9
t0 ", ffi.a::
O EBR
O EFR
O EBR
O ERR
O ERB
Runout Olstance:
Inprn V€locity and h' at tast track reach h coftmn C
V= 12.4
h'= 2
Flunout Feach Slope Angile Lengh (M)
5
6
12.2 11
Sl = 37.29194
Select leng||h at wfiich to recalculde
qrr€nt Rhout Lengt
Xl= ll ll moters
U(Xl) = 10.41179
InF ut Pararn€tors for cuner nr1dlt zone
RunoutFoach Slope Angle tength(m)
)5ffiw
52 = 13.98954
26 6.3
27 6.3
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
P.O. BOX 2
stLT, coLoBAoo 81652
(3031 876.5400 (?4 HOURS)
Ar.rqr.r.it !t7 , 1994
Frflb ar- t Bot'n e'
l:iti.:;:;;, l'rl)rltilrt)e l..ane t,* i. I 0ri {l.l 1.6::1 7
.,t.'; li;ri.rr-cl i:.r,.ti r.t;rt i clir, i..r..ri. j.i; ., iJi{"rhr}r"rr ;ir[t i]ldi.t i.t..if:,n
l.rererr Plr'. Ltorne:
1 r,i s"i t t-'cl the1 ;.;rL,ove rr-r.f ctrerrs:ed lnt i.rr Vai. I rt,r:entl y .f or. ptrrpcrBrlt1
of a q*r:Ioqiq hngarcl evaluration, especially ers; it Fertixin:; to rot:lr 'l:i l I pote}nti.xl " A:i yot.i I':now this her:arcj is sihowrr lry thci '! (r,..Jrl of (/iii I '$ anapti i-l {, a{ f er:t j. ng your- proFae}r'ty, witlr ;r ,,ftigt-,
r;r:'.vi:'r- i't-y' cl i*s5lli.f icati orr. $riow aval a\nche ig; al:io ;r glotenti al
t1i,:J nr-d at. l:tr* Ei t-€if frrrt hag been ev;ll rrated b'/ ;rnot-hclr
1;r-r:f |.:ir:i.i. (;)rra1 ,, f\.1 thor..it-;li r,JHtlris. {low atr c?a!i o{: pnte-"nti,al hal,:rr-cl ,as m,:rp1re,l try Art I'lears, erpptear" {:o excl crdc' tfre area o.t the I o1:
1:ir-r:1.ro,ieiI .f or clervelopmerrtn it will be cliscr.r:isecJ.
"
l'lr, r:rp.rrrr:r-.rl f indi nqs ar-Lr that tfrer rocl: {trl I ha:sr-cj j.si incJeerd
[r"Lrli,itnt hur't ir n{)t !;evet-ei hciwetvr*r' siomr: mi 't:i c1,:rti on j. t.; :in or.iler,
ll-l'i-, !' l. {.,r.r1.) tli I l ..;iclei ;rhc:ve yclur- h(']rne isr {,r t l. el.rst :::;15C, .f c"ret: irrqtr .;.rrrtJ
i r.., i1r.19,,*i; l\, t tir"r'r:-. l. r:d, I'hi,:; .l i:.; t :i.:; .lbor"rt I (.)(-) .f frii..: i: f r.otrt t,tte, fJ a.i:i f,t ct.f r,t:,..ri, l,r.i I r,;:i ncl :rrrcl f i r itf- r:'t t (:lr dt nol: Iillely .Lo be reaclrerl by nr.rny
i..,rir t l ijer'!1 . -[ l'rr.: trrpciqr';r1thy is ;rl so somewhat {avorabl el in theit 'irfi{irr'*: i ri, ,:r tr rLrnr'c tre'1'-wr,rrilir mucfr o{ ttre sl ope and your si tei.
J hr:r-e fire i{ nr.rnrtrir 'i.i-r.ii,. trig br:r.r I der,: on the si te wfri cfr can hre
,:s,l i qrrecl r::n ther nortfr girlel of ther lot tor protection and perhaps
{Jir'[ c,1rr tre pl acecJ between thl'' boulders {or cohesion, adrled bulk,ilnd {ctlLh€ p6lentlal {or" v6gri..tf,tltrn 1{ tha'L ts deutr.tleJ. Thnr
l-Dcl{{: g,trorrl rl bel pl iicecl so as t-(} er.f {orcJ rnaxirn rn protection. At5 arr
ucJddld prffc*r.rti rrn the F€r-1t"' of tfr*l hc,tnci 6hoLrI d be desiq;n€cJ wi.tl"l a
rearr' {orLrrdation wall protrr-rdirrg Bbor.lt threel -f eet abovr..f .f irrisrhercl
gracle i{r'lr, be capable o.f wi tlrstanrling forces o{ urp to 3(-r0 pounds -:
fr*r rrjque\r-er {oot. l'here EtlcrLrl. cl be' no window$ irr thi6 i ntel.v.'rl.
These" nri t i eati ve steps wi I I al:;cl --erve to protect the horne {rom
any dr.jbri s 'f I ows whi ch m'ey travel tfri 6 { ar {:rDm the haeer of ther
s I crp€l ,
Drai n"ag* lrcru(rrcl the home .i;hcurl rJ be provi ded arrrJ the home :lhoLtl d
be rlesirtnecl to prrevent the a*cunrillati crn o{ radon gas a,.,i this is
tic+r:oming rtandardl pr.ircit.i.ce in tlre $tate. Soils i nvesti gerti c)r'\ {or
pLrr'posr:re: of grrcrper { ourrdstt c}n dra$ign gfrourld fJrecede corrgtrurtion.
Secalisrr 'r.if the' h"re;er-d r';+-"gr-r I at i nrrg of the 'for.ln o1; Vail; care mrir,lt
tie i-a!.cfr tl nct inc/b.rge the harard to a nelig!-rtror try ytrur-
atteflrpt:i at firiLilgaLron. ",
llr:') l,| '.ti..ja.tl' r'.,, ,'ir::rt.,t; . .l rr.: i.t, .,r t--lt'O.l {:itll f.:ii t.!.,/ ;:i.,t.r., i I i.\,1.. .ii...,: ,i. i,t,L .i :rrt-'i, r.,:' rr:lf rri l l fr)t: , ti ;'..1' t i:: l:1....: l.t,t.'..:r'r i i.'; i_ti lt{:.j;' l.ii, rti..ir .l...t:;, n fir-
:.'i r",, I 1., ;J.rl,.1. 1 f..i (llit.'.:.-{1,1 .-h,(,\yt f '(),tcl1r,, #t1-ti)Lr{:.t',,,ei.!5nlln€ni1t:i'1 utilities or {acilitieg or. other- pr-oper.t i e$ of any kind. I{ there are {urther qLresti onsr please cclntact me.
lii rri!1r'1:ly 14 ,.r,1 /.//' /'/A Pru
l\li clir:iI;rs [.;.''iorpr i r- i I
[::{]ns,Lll. t i nq 0r+r:rI oir ta
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
P.O. BOX 2
stLT. coLoRADO81652
(303) 876-s400 (24 HOURS)
l'lay 1B, tSS4
Rotrert Etorrre
SCIS?B Snowslroe Lane
Vai I 0A t11657
F<[ir Harard Evalrr.rtion, Lot 13'' Biqhor"n 2nd Additiorr
Dear Mr, Eornel
I vtsiterJ the ahove referenced lclt in Vail recently {or pLrrpclses
of a geologic harard evalr-ration, erlpetcial Iy ag 1t pertain:: to roc[': 'f ai. L potent:i al . As yc]Lr l::ncJw thi ri ha:ard i s showrr hy the l'own of Vai I 's mLrps a:i af f ecting yoLtr property, with a "high gever:ity' c.[ erssi.f :ication. $inow aval anchel is al r*o a notentiaJ.
har ard at the si te br-rt has been eval urated hy another
nro{a$si onal .
l'ly genereil {indingt; are that the rocl"; {all harard isi irrdeerJ plrnsent burt i$ not- :taver-ei howr.:velr so L. mitig"rtion i:i j.n order.
The steep hi I l si de above your home i s at I east 35(:r {eet hi gfr and
i.$ heavi Iy f orested. Thir: Iot is abourt 1O(:) f eet {rom tlrel base o{
t.hat hi I I sri rle and theref ore not I i kel y to trp reacherl by rnany hot-rlders. The topography is algo gomewhat {;rvorable in thnt thnre i sr n home hartween murr:h of ttre sl ope anrl yolrr si te.
l'her-e are a nunber pf . b i g Lrourl ders on the :ii te wh i ch can hre
arl i gned on the north si de o"f the I of {or protecti on and perhclpli
dir-t san be placed between the bourlder'* {or cohegion, ardded burl[,: ,and {or thn potential for vegetation i{ {:hat isi desiretcl . Tfre
r-oclls sholrl d be placed Eo aei to af{ord max imurm protection. At; an
4dded precaurtion the reerr o.f the home shourld be dnsigned with a rear f ourndati on walI protrurding abolrt three {eet above {inished grade and bF capable o{ withstanding {orces o{ r-rp to 5r)t) pc,Lrnd$per square f oot. There shoLtld be no windows in this interval.
lJrainage around the lrome shoLrLd be provided and the home *lhnr-rld be desig;rred to prevent the accurmr-rlation of radon gas as this is
bacominq standard practice in the $tate. SoiLs i.nveEtigation {or
pi-rf-poses cr{ proper f oundati on clesi gn should precede constrLrcti on.
Becalrse o'f the harard regul ati ons o{ the Town o{ Vai I , care mLrlit
bri taken to not increase the hazard to a neighbor by your
attempts at mitigation.
The property does Iie in a geologLcally sensitive arear but
developrnent will not increase the lraeard to other property, or structures, or to public rights-o{-way, roads, streetso easementro utilities or {acilities or other propertiee of any kind. If there are {urther questlons, pleage contact rne.
m.m,,
Congul ti ng Gieol ogi et
Si ncer
ARTHURI. MEARS, P.E., INC.
Natunl Hazandr Conrultam
"#'-,%ffiftt n3-ul.t236
Apil21,1994
Mr. Bob Borne
P.O. Box 4205
Vail, CO 81658
Dcar Mr, Borne:
As your request, I conducted a site inspection of Lot L3, Bighorn Subdivision Second
Addition on April 19,1994. The purpose of my site inspection was to determine if
a. the building site is exposed to snow avalanches;
b. thc site lies within the "Red" or "Blue" avalanche hazard zone; and
c. a building can be designed such that it will resist avalanche forces.
A. SITE EXPOSURE
Thc building site on Lot 13 is within the lower portion of thc design-magnitude ("L00-year")
avalanche runout zonc rcsulting from avalanchcs originating on an ENE-facing slopc below
the limestone cliff band.
B. HAZARD ZONATION
The building site will be locatcd in a "Blue," or modcrate hazard avalanchc zone. Residential
construction in Blue zones is permitted by Vail Hazard Regulations. Reinforcement of
exposed building surfaces for avalanche loads will be required.
C. BUILDING DESTGN
Based on my experience, design on this lot is feasible and can be accomplished without
difficulty. The best type of design should be determined after specific consultation with me
after you decide to proceed with this project.
Please contact me if you have any questions.
Sincerely,
Cldt*,{.v{\yorc
Arthur I. Mears, P.E.
Avalanche-control engineer
Irb Jydlng . A&llsrha . Au,''rcicC-attolE,,gltl|lrdng
AIITI.IIJR I. MEARS, P.E.' INC.
Nrrunl Flezrr& Cmrultrnu
"l11.ltffi,fi,nt-64l')216
April 21, 1994
Mr. Bob Bornc
P.O. Box 4205
Vail, CO ttl658
l)c;rr Mr. llrrrtc:
A.sytrurrcqucst,lconductcdasitcinspcctionoftot13,BighornSubdivisiorrSccond
Ad.iiriorr on npril lg,1gg4. Thc purp-ose of my sitc inspection was lo dctermine if
a. thc building site is cxposcd to snow avalanchcs;
b. thc sirc tics within ths "Rcd"or "Bluc" avalanchc hazard zone; arld
c. a buikling can bc clcsigncd such that it will rcsist avalanchc forccs'
A, S|TE EXPOSI.]RE
.l'lrr: lruiltling sitc on Lot l3 is within thc lowcr portion of thc dcsign--.magniludc ("1(x)-ycar")
avalanchc runout zonc rcsulting from avalanches originating on an ENE-facing slopc bclow
thc linrcslonc cliff band.
I]. }IAZARD ZONATION
1'hc builtling sitc witl bc locatetl in a "Bluc," or modcratc hazard avalanchc zonc' ltcsidcntial
construcrion in llluc zoncs is pcrmittccl by Vait Hazard Rcgulations. Rcinforccmcnt of
cxposcd huilding surfaccs for avalanchc loads will bc rcquircd'
C. RI.'ILDING DESIGN . . :! 1!I.
I
Rilscd on nry cxpcricncc, dcsign on this lot is fcasiblc antl can bc accomplishcd witltout
difficulry. 'itr. U"rt typc of dftign should be dctcrmincd after spccific consultation with me
;rftcr you dccidc ttl procccd with this projcct'
I'lcasc conlact mc if you havc any qucstions
SinccrclY,
f i,d't,.*r{.Vtlrir,c
Artliur l. Mcnrs, P.E.
Avalunchc-control cnginccr
WETLAND DELINEATION REPORT
LOT 13, BLOCK 1, BIGHORN SUBDIVISION, SECOND ADDITION
EAST VAIL, COLORADO
PREPARED FOR
MR. ROBERT BORNE
Post Office Box 4205
Vail, Colorado 81658
(303) 476-5263
PREPARED BY
MARTIN MILLER
AZTECH ENVIRONMENTAL
Post Office Box 2832
215 Chipeta Avenue
Grand Junction, Colorado 81502
(303) 243-es6s
MAY 3, 1994
o
I. INTRODUCTION
A. OBJECTIVE
The objective of this report is to determine the presence and extent of federal
jurisdictional wetlands on the subject property for the purpose of satisfying
requirements of Section 404 of the Clean Water Act.
B. GENERAL SITE DESCRIPTION
The subject property is approximately 0.33 acre in size and is located at the southeast
corner of Lupine Drive and Bridge Road, in East Vail, Eagle County, Colorado and
within Section 'll, Township 5 South, Range 80 West, 6th P.M. The property is
identified as Lot 13, Block 1, Bighorn Subdivision, Second Addition. The street address
is 3846 Lupine Drive. A location map is included in this report.
The property owner and principle contact is Mr. Robert Borne, Post Office Box 4205,
Vail, Colorado 81658, (303) 476-5263.
C. WETLAND DEFINITION
The following definition of wetlands is used by the Corps of Engineers and other federal
agencies for administering the Section 404 permit program:
"Those areas that are inundated or saturated by surface or groundwater at a
frequency and duration sufficient to support, and that under normal circumstances do
support, a prevalence of vegetation typically adapted for life in saturated soil
cond itions. "
D. REGULAToRYAUTHbhiw
Jurisdictional wetlands which occur on the property fall under the regulatory authority of
the U.S. Army Corps of Engineers under Section 404 of the Clean Water Act (Fedenl
Register, 1986, 33 CFR Parts 320 through 330). Section 404 requires that any
individual or entity proposing to discharge dredged or fill material into waters of the
United States, including wetlands, obtain a Department of the Army permit prior to such
a discharge.
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The property is located in headwaters above Gore Creek. Runoff from the property is
collected by road ditches which ultimately outlet into Gore Creek which lies
approximately 200 feet north of the property and approximately 20 feet lower in
elevation. The property was originally associated with an unnamed intermittent
tributary to Gore Creek, but this tributary was directed away from the property when
adjacent homes were built. Because the property is located in headwaters, the
discharge of dredged or fill material into any wetlands on the property would be subject
to authorization under Nationwide General Permit #26, Headwaters and lsolated
Waters Discharges (33 CFR 330). Since there are no jurisdictional wetlands or other
waters of the United States, the property is not regulated under Section 404 of the
Clean Water Act, and no Department of the Army permit is required for development of
the property.
The scope of this wetland delineation report is limited to a recommended determination
of the area of federal jurisdiction under Section 404 of the Clean Water Act. The
delineation was performed in conformance with the procedures specified in the Corps
of Engineers Wetlands Delineation Manual dated January 1987 (the "1987 Manual").
This report is not an official determination of jurisdictional wetlands under Section 404
of the Clean Water Act until verified in writing by the Corps of Engineers.
As stated in Regulatory Guidance Letter Number 90-6 (RGL 90-6), issued by the Corps
of Engineers on August '14, 1990, wetland jurisdictional delineations, once verified, are
valid for three years from the date of submission to the Corps of Engineers by a
consultant to the project proponent or property owner unless new information warrants
revision of the delineation before the expiration date. RGL 90-6 also stipulates that
complete and accurate documentation (data sheets, maps, and drawings) accompany
the delineation to allow a reasonably accurate replication of the delineation at a future
date. Guidance for wetland delineation consultants issued by the Grand Junction
Regulatory Office of the Sacramento District Corps of Engineers also requires similar
documentation. This report was designed to satisfy these requirements. Once verified
by the Corps of Engineers in writing, this report will be valid unlil May 1997 and can be
duplicated with the same results within that time frame by reference to test sites and
corresponding maps and data forms included in this report.
II. METHODS
The method used in this study is the "three parameter" approach to wetland
delineation. The three parameters used as delineation criteria are: the presence of
wetland dependent vegetation, the presence of saturated or hydric soils, and evidence
of inundation or surface saturation for significant time periods. This report was
compiled by closely following procedures specified in the Corps of Engineers Wetlands
Delineation Manual dated January 1987.
The method used identifies the presence and geographic extent of aquatic and wetland
areas on the site by using multiple indicators of aquatic and wetland soil, hydrology,
and vegetation conditions. Based on the regulatory definition of wetlands (33 CFR
Section 328.3 and 40 CFR Section 230.3), the following general diagnostic
environmental characteristics or parameters are evidence of the presence of
jurisdictional wetlands:
1. Wetland Vegetation Gonditions: The prevalent plant species associated with the
plant community are typically adapted for life within habitats that have permanent or
periodically inundated or saturated soil conditions. Wetland plant species are
organisms that, because of morphological or physiological adaptations and/or
reproductive strategies, have the ability to achieve maturity and reproduce in an
environment where soils within portions of the root zone become anaerobic (without
oxygen) during the growing season. A check list of plants characterized on a wetland
to upland ecological spectrum has been developed by a technical committee of the
U.S. Fish and Wildlife Service. The "National List of Plant Soecies That Occur In
Wetlands: Intermountain (Region 8)" was used for this study.
2. Wetland Soil Gonditions: The soils within portions of the root zone become
saturated permanently or periodically during the growing season. A list of wetland soil
types (hydric soils list) has been developed to augment field identification criteria. The
local USDA Soil Conservation Service County Soil Survey and Hydric Soils List were
used for this study.
3. Wetland Hydrological Conditions: The area is inundated or saturated by surface
or groundwater permanently or periodically during the growing season. The local
County Soil Survey was used to obtain any hydrological information recorded for the
study area.
Evidence of at least one positive indicator for each of the above three parameters must
be found before a positive determination of wetlands can be made. Evidence may be
developed from historical data, recent existing data and/or observations made in the
field.
Remote data sources used in this study include the U.S. Geological Service quadrangle
maps and the USDA Soil Conservation Service county soil survey. Direct field study
included vegetation inventories, soil sampling and hydrological analysis.
A. VEGETATIONSAMPLING:
Transect baselines were located on a property boundary parallel to the nearest
watercourse or hydrological gradient. The number and position of transects were
determined in accordance with the Corps of Engineers manual procedures modified by
specific site conditions. One transect was established at the mid-point of each baseline
increment. All vegetation communities on the property were included in the transects.
Representative observation points in each vegetation community along each transect
were selected, and dominant plant species were determined within a five foot radius of
each observation point. Transect locations and observation points or test sites are
depicted on the attached delineation map. Dominant plant, wetland soil conditions and
hydrologic evidence were recorded on the appropriate field data sheets (Appendix A) to
correspond with each of the transects and observation points depicted on the map.
B. SOIL SAMPLING:
Climate, parent material, topographic relief, biological processes and time affect the
characteristics of wetland soil. However, it is the hydrologic regime that is the
overriding factor in the formation of identifying characteristics. The unique
characteristics of hydric soils result from the influence of periodic or permanent
inundation or saturation of sufficient duration to create anaerobic conditions. In an
oxygen depleted state caused by water saturation, chemical reductions of some soil
components, primarily iron, lead to the development of soil colors and other physical
characteristics that are usually indicative of wetland or hydric soils. The soil series and
phase on the property were identified from maps contained in the County Soil Survey.
The soil type identified on the property by the soils maps was compared with the local
list of hydric soils.
At each observation point in the transects established for vegetation sampling, a soil pit
was dug circumscribing a one foot diameter area to expose eighteen inches of the soil
profile.
Color is often the most diagnostic of soil characteristics. Soil color was compared to a
Munsell Color Chart to determine how closely the colors match a "gley" index. Gleyed
soils develop when anaerobic conditions result in a pronounced chemical reduction of
iron, manganese and other elements, thereby producing a gray color.
The soil was also examined fcir'the following indicators of hydric soil: organic material;
upper organic layer (histic epipedcin); sulfidic material; aquic moisture regime; and the
presence of mottles. Mottled soils are marked with spots of contrasting color indicative
of a fluctuating water table and are characteristic of a wetland soil.
The soil information was recorded on the appropriate data sheets (Appendix A).
C. HYDROLOGY SAMPLING:
Bore holes in the transect area were examined for evidence of standing water and soil
saturation. Bore holes approximately 18 inches deep were made and depth to standing
water was recorded. Evidence of surface inundation such as drift lines, water marks,
sediment deposits, drainage, patterns, and scour areas was recorded.
I
The property and surrounding areas were examined for the presence of dams, levees,
ditches, or other structures that might affect hydrology on the site. The area was also
examined for evidence of upstream diversions, channelization, or groundwater
extraction which might alter drainage patterns on the site.
The information was recorded on the appropriate field data sheets (Appendix A).
III. RESULTS
An investigation of the site was conducted on May 2, 1994 at approximately 1:30 p.m.
The presence of new Bluegrass growth indicated that the growing season had begun.
The information on vegetation, soils, and hydrology collected at the site and a
discussion of this information follows:
A. VEGETATION:
The following list includes the dominant plant species found at test sites and the
wetland indicator status of each species:
SCIENTIFIC NAME COMMON NAME STATUS
Poa pntensis Kentucky Bluegrass FacU
Phleum pntense Timothy FacU
Agrostis alba Redtop FacW
Salix monticola Mountain Willow Obl
Ribes inerme Whitestem Gooseberry Fac+
Populus tremuloides Quaking Aspen Fac
Hencleum lanatum Cow-parsnip Fac
Lonicen utahensis Rgd Twinberry FacU
Bluegrass is the dominant herbaceous plant throughout the site. A few grasses and
forbs accompanying the bluegrass were unidentifiable because seed heads and other
structures from last yea/s growth were absent. Along the two old channels which cross
the site from south to north, large Willows are most common. Bluegrass is the
dominant herb even within these channels. Gooseberry, Twinberry, and Aspen
saplings grow among and adjacent to the Willows. Cow-parsnip was found growing in
two small areas within the channels. Shrubby Cinquefoil (Potentilla frufrbosa) was
found in a small area adjacent to the Willows in the north corner of the property.
o
The two Willow-dominated channel areas were likely wetland in the past but have been
converted to upland as a result of hydrologic disturbance. This conclusion is based on
five vegetative conditions observed on the site: First, Bluegrass is the dominant
herbaceous plant and grows even within the channels. Second, no Sedges, Rushes,
or other clear herbaceous wetland indicator plants were found on the site even within or
adjacent to the channels. Third, no Willow regeneration was observed. Fourth,
Aspens appear to have recently become established among the large Willows. And
fifth, the plant community along the undisturbed portion of the stream (above the
adjacent lot) consists of clear wetland indlcator plants. These observations indicate
that the Willows are remnant of a past hydrologic condition when the channels carried
water periodically and supported adjacent wetland vegetation. The herbaceous
vegetation has changed to primarily Bluegrass, an upland species while the more
deeply rooted Willows have persisted (although they are not regenerating).
B. SOILS:
The soils on the site are dark brown (soil colors at Test Sites were 10YR2/1,1OYR212,
and 7 .SYR4|A with no mottling. The soils are generally coarse with a high proportion
of sand and gravel size particles. Because these soils are recent alluvial deposits, soil
color is not a reliable hydric soil indicator. No direct or indirect indicators of hydric soil
were observed on the site. The absence of a hydric moisture regime at the wettest
time of the growing season indicates that the soils are not hydric.
C, HYDROLOGY:
The site, and adjacent lots, are located on an outwash fan where a small intermittent
stream outlets from the steep confined mountainside drainage onto the less steep Gore
Creek valley. This stream likely moved from one side of the fan to the other over time
when willows and eroded material clogged a channel. The stream crossed the site in at
least two places where it supported adjacent willows and perhaps other wetland
vegetation. However, the hydrology of the site was modified approximately 20 years
ago when adjacent lots were developed and the stream was confined to a single
channel approximately 100 feet edst of the property on the far side of the adjacent lot.
Because the stream no longer crosses the site and because very little runoff from
offsite flows onto the site, precipitation is now the primary source of water for the
property. Because the soils are coarse and the property is sloped considerably,
precipitation water leaves the site quickly. For these reasons, hydrology sufficient to
support wetlands no longer exists on the site.
Because it lies approximately 20 feet in elevation below the property, Gore Creek does
not contribute to the hydrology of the site.
No soil saturation was found on the site at the time of the investigation even though the
nearby intermittent stream was flowing full and snowfall from the night before just
melted. However, the soil at Test Site #5 did wet the hand somewhat. This test site
was located in a shaded area under Willows and frozen water crystals were observed
within the soil. The water crystals likely melted when touched and wetted the hand. No
indirect indicators of soil saturation were observed.
D. WETLANDDETERMINATION:
Positive indicators for at least one of the vegetation, soil, and hydrology parameters
were found only in the Willow/channel areas. In these areas, positive wetland
indicators for the vegetation and soil parameters were determined to exist (although soil
color is not a reliable hydric soil indicator for alluvial soils). However, because wetland
hydrology was determined to be absent throughout the site, the property was
determined to contain no jurisdictional wetlands.
IV. SUMMARY
Pursuant to Section 404 of the Clean Water Act, the Corps of Engineers regulates the
discharge of dredged and fill material into wetlands and other waters of the United
States. An investigation was conducted using approved methods to determine the
presence and extent of jurisdictional wetlands on the subject property. Information on
the presence and extent of wetlands on the property is needed to assess potential uses . of the property and to determine Section 404 compliance requirements.
Because the property was determined to contain no jurisdictional wetlands or other
waters of the United States, the property is not regulated under Section 404 of the
Clean Water Act, and no Department of the Army authorization is required for
development of the property. . ... -.
APPENDIX A
DATA FORM
ROTMNE ONSITE DETERMTNATION METHODl
Freld lnvestbatoJ(3):Dalc:
ProiexllSa6l loi'l Slate: c s County:('o
ApplicantrOwncr:Ptant Community ttttzmq J
Notc: ll e morc &tailod sitc dcrcription b noccssary, uro the back ol data form or e fiold nolebook
3--"-r/
Do normql cnvironmental condilions cxist at thc plard community?
Yes v/ No
-
(lf no. cxplein on back)
Has rhe vegerarion. soih. an'dor hydrorogy boen s'rgnilicanrry of).tpllt*l ol/_-ri.l+Yos v' No
-
(ll yes. axplain on back) -t//r-a /
2a a VFny'e27;r4!
/e'u/l flal€/,'.r'e
VEGETATION
Oominant Plant Spocics
lndicalor
Slatus :--/l-.rt L'77v
lndiSor
Stalu! Slr&tum
1.
2.
3.
4.
11.
12.
5.
6.
7.
8.
9.
10.
Fatl''/ r/ B.
-
14.
-
t5.
_ 15.
-
17.
_ 18.
_ 19,
_ 20.
Percanl of dominant specjes lhat aro OBL FACW. and/or FAC
b the hydrophytb wgotalion critorion mot? Yer No
Sedes/phase:
|slhesoi|onlh6hydrbgoilslist?Yes-No-Undeterminod-
ls thc soif a Histosol? Yos
-
No ,/ Hist'c opipodon present? Yos
-
No y-ls thc soil a Histosol? Yos- No -:Z_ Hist'c opipodon present? Yos_ NoJ
ls the soil: Monled?- Yes, No ,/ Glovod? Yos No r'
Matrk Color: 1? "K 1/"'---4
-
vonl.ColoL
Other hydric soil indicat6rs:
frtho hydrbsoil criterion mal? Yer-v/, No- /uy' aa/ar *o/ lel>/,/e ,r'2v a //2.' 1",''ot21
Ratlonalo:/a Yv //,non o
HYOROLOGY
ls fhe gmund surface inundalod? Yos
-
No / Surface water depth:
b the soit salurated? Yes
-
No t/
D€pth to treo-ctanding *",", ffi.oliirifrI'du: lh /" /E /'""? t J
List other lield cvidenca of surfaco inundation or soil saturalion.
ls thc rv€tland hydrology criterion met? Yos No/
Ratlonah:
Subgroup:2
sotLs
ta /o .ttL Wea 'a747 Ea.ta,/7
JURIS DICTIONAL DETERMINATION AND RA
ls the plant community a wetland? Yer No t/
Ral decision:
1 ilis d"ta lorm can be used for the Hydrb Soil Assossmonl Procodure and thc Plant Communhy
Asscssmenl Procsdurb,
B-2
2 Classilication accodlng to 'Soil Taxonomy.'
OATA FORM
ROIJTINE ONSITE DETERMINAI1ON METHODl
galo; ,'/--2'7/
ApplicantrOwnor:Pfant Com munity lft;le'mc:. Z
Noto.' lf e morc dotailed rho doscriptlon b necossary. urc the baci< df data torm or e fiold notobook
Do normal cnvironmontal condilionr cxist et thc plant community?Yes y' No _ (lf no, cxplain on bact)
vIlry^::"j''i"il#[i]:':lT:Y\'^;y,['flydrtz,ylta/-t
Indir:dor
Slatus SuEtum
VEGETATION
Dominant Plant Soocics
lndicator
Status -47.'t/'
-faz
t--4-"'-
=
-
1.
2-
2
4.
q
6.
7.
8.
Dominanl Plant
Rationale:
16.
17-
18.
'19.
20.
Slratum
/7
5 -----ja-rl
ll
12.
13.
't4.
15.
9.
10.
Porcant of dominant spocios that ars OBL FACW,
ls tho hydmphytic negotalion criterion met? Yea c/ No
and/or FAC
L/ No
ay' /eary' J-27o
sotLs
Sorios/phase:Subgroup:2
ls the soil on tho hydr'tc soils l'st? Yos _ No - Undeterminod
--
ls the soil a Histosol? Yos- No -iTrHistblppaon presonr? Yu"]E[
ls the soil: Motlled?. Yes,, No ,/ Gtevodi' Yes ' No ,/-
Matrix Color: ./<'/K z,'/7-=2,/z
-
uont" cotoL 'Other hydrb soil indicators:
lr lho hydr'c soil criterion met?vos -y!- No lrry' ze/ar nrre)'o//e ,)7 a//t,y'7'c'rz,
Ratlonale:
HYOROLOGY
ls the ground surfaco inundated? Yos_ No y' Surlaco wator dopth:
ls the soil saturrtod? Yos -- No y'
Deoth to free-gtandind wateiiii7soil oriE-i-ol.r //4 /r f 'Deph to kee-rtanding rvater in piUsoil probe hole:- -r "' '-
Ust othor field cvidonco of surfaco hundation or soil saturation.
ls thc wetland hydrology criter'ron met? Y6s _No ,/
JURISOICTIONAL DET
ls the plant community a wotland? . Yes _ No
ERMINA
V
NON AND RATIONALE
al docision:7^aZC ta.l/4
1 Thh d"ta lorm can bc uged for the Hydrb Soil Ass-ossmont Procedure and the Plant Community
Atso3smont Proooduri. i
B-2
2 Classillcation accordlng to 'Soil Taxonorny.'
DATA FORM
ROTMNE ONSTTE DETERMINATION METHODI
Prolo</Sitc:
ApplicanlOwncr:Plant Community t/Narnc: -l Nota: ll e mora dstailo'd sho doscription b neccssary. uso the back 6l data torm or e fieH notobook
Dato: _Slato:4- County:
Vtazhe /
Do normal cnvironmental conditions oxist .t thc plant community?Yel y' No
-
(lf no, oxPlain on bac*)
v:ry,i:"9:l'fu "Y$ill':l?1,*ylntt:ydb)u'-fi?7ay'er'
VEGETAIION
lndlcstor
Statu:_=-7,'/at u VT
Dominant Plant Spccios
lndi:dor
Slatua Straum Slralum
z7 _--7-'il.
1L FeC 7 s..Fqt t/ ,ta-
5.
6.
7.
8.
9.
10.
15.
16.
17.
18.
19.
20.
Percont of dominanl spccjes rhd ars OBL FACW
ls tho hydrophytb \r€gotalion critorion met? Yor
and/or FAC 7,r 7./No
Rationale:
solLs
Series/phase:Subgroup:2
ls the soil on rho hydric soilg list?Yeg No Undoterm inod
ls tho soil a Histosol? Yor No 7-Histti6iil opipedon prosont? Yos _ No tz'
ls the soil: Mottbd? Yos 7 ctoyeaz' Yet Noy'
Matrk Cofoc / e/4<Z/Z Monlo Colors:
Other hydrb soil indicators:
ls the hydrb soil crilerion met?Noy'
ls lho ground sur{aco inundalod?Yor
HYDROLOGY
N" !- Surfa6 water d€pth:
ls the soil sdurstod? Yes -- No r'
nenrh fo rree-crendrnd *rrorliT;'ln.,iilrit-t,a"r /n/cz+124rke/ - /;l ln/l/e; a/ 7"No-7
D€prh to free-standlng water in piUsoil probe hole:
Lbt othor fiold cvidoncc of surfaco inundation or soil 3aturation.
h thc wetland hydrology criterion met? Yes
Fldlan:ln'
ls the plant community a w6tland? . Ycs
-
Noy'
No u/
JURIS DICTIONAL Dfi ERMINATION AND RATIONALE
Rat Ior decision;1t4/syt/€
I Thh d"t" form can bo used for i'ho Hydrb Soil Assessmont Procodure and the Plant Community
Arsossment Procodure.
B-2
2 Chssiflcation accodlng to 'Soll Taxonomy.'
DATA FORM
ROUTINE ONSrrE DETEFMNANON METHODI
Fnld Invesligator(g Dalo:
Proioa/Shc:srare: /i t' coui
Applicant rOwncr:Plant Community l/Namc:
Notc: ll r morc dotailed shc dosctiptiicn b necassary, uso the bac* of data lorm or r fi€lj notsbook
e
Do normal cnvironmontal conditions 6xist et lhc plant communhy?Yes y' No
-
(ll no, crplain on back)
Has the,vegetation, soib. end/or hydrology been signi{icantly
Yos u/ No
-
(lf yes, oxplain on back) -f///c'am
d2]!7,o)^/.t
Dominanl Plant Spccbr
VEGETATION
lndicator
Statu3 Stratum Dominanl Plant Soccios
Indir:dor
Statua Strstum
1.
2.
3.
1.(
6.
7.
8.
9.
10.
I t.
1L
't3.
t4.
15.
16.
17.
18.
19.
20,
Po.canl of dominant spocios that are OBL FACW.andtor FAC 33
ls tho hydrophytb vogetalion criterion met? Yoa No rz-
Rationale:
sotLs
Serios/ohase:Subgroup:2
ls the soil on rho hydrb soils l'st?Yog No Undetermined
ls the soil a Histosol? Yes No
-tz
gi516lf,ifr opipodon present? Yes No \./
No ',.2
-7-cuyeai' yos _- No V
Moflle Colors:
ls the hydrb soil criterion mot? Yes
ls lhe gound sudacs inundated? Yes _ No r,/ Surfaco water depth:
b the soil salurated? Yqr
-
No r./ ) ^ L ;;;i;'i';-;;;l'n *, i,*ru' oiii#iau, ,u/e /,
Ust othor liold cvidonco of rurfaca inundalion or soil saturation.
[s thc wetland hydrology criterion met? Yes _ No
Ratlonalo:
/. tny't//r4f/'e/i
JURISDICT1ONAL DETERMINATION AND FATIONALE
ls the plant community a wotland?Ycs No y'
f or jurisdictionaJ docision:c
I Thh d"t" form can be uscd for lhe Soil Assessmont Procaduro and tho Plant Community
Arrossmenl Procodut.
HYDROLOGY
B-2
2 Chssif lcation accordlng to 'Soil Taxonotny.'
DATA FORM
ROUTINE ONS]TE OETEFMINATION METHOD1
ApplicantrOwncr:Plant Community rnU."r --L Not.: ll e morc detailed ritc doscripdon b noca3lary, usc the bac* df dela fonn or r ticH notebd
Do normal cnvironmental condilionc .xist al thc plant community?Yes r'l No
-
(lf no. crplain on back)
Has thervegotation, soib, ancl/or hydrology been s'rgnificantly disturb€C? - ^ t ^ ,/Yes t/ No- (lf yos, cxplain on bac*) J//'ratz /4e//d/:47-c'/
Dominant Plant Spociar
VEGETATION
lndicalor
Statu3 Stratum Dominqqt Plant Spccies
lndicaor
Slatus Sfarum
1.
2.
4.
6.
1
L
11.
12.
13.
15.
16.
17.
=;.//,"V777V8 2J- .r
L/,/LU . /r'eft .//./2(/ F4/ T Fact" z/
_ 18.
_ 19.
_ 20.
Porcont of dominant sp6cie3 that aro OBt- FACW. andor FAC
ls tho hydrophytb wqotalion crhorion met? Ycr c/ ;.1s
66
Rationale:a,rt'
SOILS
Serios/phaso:Subgroup:2
ls tho soil on rho hydrb soils list? Yes _No _ Undetermined
lg tho soil a Histosol? Yos
ls tho soil: Mottlod? Yoc
MaVa Color; /a
'Other hydrb soil indicatorr:
No __;ziHistb opipedon prosenl? yes _ NEZ No-V-'. t-ltstc opipodon prEsont? yos No /y' Gteyod? Yes _ no 7-
Motllo Colors:
ls the hydric :oil crilerbn met? Yoc ' ''
ls the gmund surlaco inundatod? Yos
HYDROLOGY
No t/ Surfaco waror dopth:
ls the soil saluratod? Yes No-7-Jdur qrqv r ttv v
D€pth to freo-atanding wat"-n=l?soit p&-nolc t"// /r,/-'
List othor fiold cvkjonco o{ sudaco hundation or soil saturation.
lg lho wetland hydrology criterion mot? Yos No t/
^2.,;^' r^-/ d/7 4/t4
"^'2^^E*ix
I Thi. d"ta form can bc used foi the Hydrb Soil Assessmont Procsdure and thc Plant Community
A3so3smont Procoduri.
2 Classilbation accordlng to 'Soil Taxonomy.'
JURISOICT1ONAL DETERMINATION AND RATIONALE
ls the plant community a w6tland? . Yer _ No v/
B-2
FEPLY TO
aTrEl|floL oF
DEPARTMENT OF THE ARMY
U.S. ARMY ENGINEER DISTSICI SACRAMENTO
CORPS OF ENGINEERS
1325 J STREET
sAcRAMElrTO, CALIFOBilIA 9s814-2922
May 20, L994
Regulatory Section (199475119)
Mr. Robert Borne
Post Office Box 4205 VaiI, colorado 81658
Dear l,!r. Borne:
T am responding to your request on the presence or absence of jurisdictional wetland on your property in the Town of Vail.
The subject property is located within Section 11, Range 8O West,
Eagle County, Colorado.
Based on the delineation report by l{r. Martin ililler of
Aztech Environmental, dated May 4, L994, we have deterrnined that your property does not contain jurisdictional wetlands and a
Department of.the Army permit is not required to move forward with your project. Should you have any questions, you may contact l,!r. Randy snyder at telephone number (303) 243-LL99.
re1y,
Copy Furnished:
Mr. Martin Miller,
Grand Junction,
Aztech Environnental, Post Office Box 2832,Colorado 81502
Colorado Regulatory
, Room 142
Colorado 81501-2563
tl | /l '--\r wu'\\:)c*q)y'T;. i{cNure e){ief, Wgbtern \ office/
402-Rood Avenue
Grand Junction,
AZTNCH
ENVIRONMENTAL
Post Offrce Box 2832
215 Chipeta Avenue
Grand Junctiori, Colorado 81502
(303)243-9s6s
May 4, 1994
Mr. Grady McNure
Chief, Westem Colorado Regulatory Office
Sacramento District
Army Corps of Engineers
402 Rood Avenue, Room 142
Grand Junction, Colorado 81501-2563
Dear Mr. McNure:
I am submitting the attached wetland Delineation Report on behalf of Mr.
Robert Borne. The subject of the report is a property located in East Vail, Eagle
County, Colorado. I discussed the delineation with Mr. Michael Claffey of your office on
May 3, 1994.
As stated in the report, the property was determined to contain no jurisdictional
wetlands or other waters of the United States. Mr. Borne requests a written verification
of the wetland delineation as soon as possiQle.
Please address your response to Mr. Robert Bome, Post office Box 4205, Vail,
Colorado 81658, lf you have any questions, please contact me at telephone (303)
243-9565.
' : r... SincerelY,
Martin Miller
Enclosure
l
75 South Frontage Road
Vail, Coktrado 8/,657
303-479-2I38 / 479-2t 39
FAX 303-479-2452
April 22, 1994
Departnctt of Conununiry Developrnent
Bob Borne
P.O. Box 4205
Vail, CO 81658
RE: Lot 13, Block 1, Bighorn 2nd Addition
Dear Bob:
On April 21, 1994, Russ Forrest and myself conducted a site visit at the property located at
Lot 13, Block 1 , Bighorn 2nd Addition. The purpose of that visit was to make a preliminary
determination as to whether a Army Corps of Engineers permit or a wetland consultant should
be brought in to analyze the potential tor wetlands to occur on the property. Russ and myself
noticed at least one obligate wetland speciesl willows, and we also noticed a remnant
drainage channel that appeared not to be active. However, due to the occurrence of the
obligate wetland plant species, we would require that prior to any Town of Vail approvals for
any kind of ground disturbance, building or construction on the property, that you consult with
a wetland scientist and possibly the Army Corps of Engineers to make a formal determination
as to whether there is a jurisdictional wetland present on the property.
lf a jurisdictional wetland is determined to be present, any development plan would be
carefully analyzed for impacts to the wetlands on the property. lf a jurisdictional wetland does
occur on the property it may significantly inlluence the development of the property itself, and
may require mitigation or replaCenibnt strategy to be developed by you and your wetland
consultant.
lf you have any further guestions regarding this matter, please contact Russ Forrest or myselt
al479-2138.
Sincerely,
@2,L4
Randy St6uder
Town Planner
'4/,'7,,#/
6Vfto'ttrl' 7/J&
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0- 47 9 -2\38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBS]TE AT
PROJECT TITLE: GROSHIRE RESIDENCE
NEW (SFR,P/S,DUP) PERMIT permit
Job Address Location...Parcel No. .Project No.
Status. .
AppIied.
Issued..
Expires.PRJg7-00?7
Type
Zone 2 V-N
Zone 2 V-N Masonry
Phone : 97O-41 6-8339
Phone z 97O-476-8339
Number of Dwellinq Factor Sq. Feet
Recreation Fee---------->
C tean-Up 0eposi t-------->
96.72
28. s6
Subtotal :
.00
200.00
630.00
500.00
4 t2OO
706
4 t906 TotaI Valuation:
Town qf Vail Adjusted Valuation:
fof Gas App I i ances:fof Gas Logs:fof Uood/Pa L l,et:
Tota l, Cal,cul.ated Fees---> 4,712.2O
Additionat fees---------> -OO
Totat Penmit Fee--------> 4,712.20
Paynents-------
Item:05100
07 /23/7ee7
08 /t2/lee7 Item: 05400
o7 /23/tee?
07 /31/tee7 Item:05600
07 /23/Lee7 Item: 05500
07 /23/7ee7
0e /t8 /tee7 Item:05550
07 /23/Lee7
o7 /24/J,ee7 08/L5/1,ee7
BUILDING DEPARTMENT
CHARLTE AcIion: NOTE PLANS TO
CHARLIE Action: APPR FOR ART H
PLANNING DEPARTMENT
CHARLIE AcLion: NOTE PLANS To LAUREN Action: APPR
FIRE DEPARTMENT
CHARLIE Action: APPR
PUBLIC WORKS
CHARLIE Action: NOTE
CHARLIE AcIion: APPR
ENGINEERING
CHARLIE Action: NOTE
Dept: BUILDING Division
CHARLIE
Dept: PLANNING Division
LAUREN
Dept: FIRE Division
Dept: PUB WORK Division
LARRY
N/A
PLANS TO
Dept: ENGINEER Division
PLANS TO TERRI
fr(/oN,
T o, &tX 7/,7/
cc
s//24
APPLICANT GROSHIRE DEVELOPMENT CORP
4770 BrcHoRN ROAD #H-3, VArL CO 81"657
CONTRACTOR GROSHIRE DEVELOPMENT CORP
4770 BIGHORN ROAD #H-3, VAIL CO 81657
OWNER BORNE ROBERT
PO BOX 4205, VAIL CO 81658
Description:NEW SFR
Occupancy
Dwe I I ings Private Garages
Table Date: 05/17/L996
F i reptace Information: Restricted:
Ptan check---> 1,331.2O
Investigation> ,0O
tli L l. Cal,l,----> 3.00
*********************************************************** FEE SUl.t ARy *********************t************t***********************
Bui Lding-----> 2,048.00 Restuarant ptan Review-->
Units: 001
Valuation
406 ,224 .0O
20r163.36
426,387 .36
426 t3B7 .36
426,387 .360
TIMES
897 -0225
I S SUED
07 /23/ree7 08/rB/7ee7
02/ 14 / reeB
3846 BRIDGE RD
TERRI
TERRI
Action: NorE see notices TOV/COmm. DgV.Action: APPR seec ondition"clean-up DepdSilRefund
amount
date
I hereby acknovtedge that I havc read this appl.ication, fitted out in fuLl, the information required,compl.eted an accurate ptot
ptan, and state that atl the infornation provided as required is correct. I agree to iompl.y with the information and ptot p [an,
to compty Hith al,L Town ordinances and state [aus, and to buitd this structure accordlnqlto the Toyn,ing and lvl ston
codes, design reviev approvcd, Uniform Buitding code and other ordinances of the TounladbticabLe the
REQUESTS TOR INSPECTIONS SHALL BE IIADE TI,IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4 R0l4 8:00 A[
send C lean-up Deposit To: GRoSHIRE DEV SIGNATURE OF OR CONTRACTOR FOR HII,ISELF AND OIINER
PAGE 2 ********************************************************************************
CONDITIONS OF APPROVAL Permit *, 897-0225 as of 08/L8/97 SIatus: ISSUED ********************************************************************************
see Page 2 of this Docur$t for any conditions that
DECLARATIONS
o
ma y apply to this permit.
Applied: o7 /23/1997 Issued I oB/18/]-997
Permit Type: NEW (SFR,P/S,DUp) PERMIT Applicant: GROSHIRE DEVELOPMEN$ CORP
Job Address: 3846 BRIDGE RD Location: 3846 LUPINE DR Parcel No: 2l-01--111-01-012
********************************************************************************
CONDITIONS
*********!t*****************Jr***************ik*****************rr******************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHAI-,L BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.3. SITE WALL ON THE WEST SIDE OF THE BUILDING IS A 6'WALL AND WII,L NEED TO BE DESIGNED AND STAMPED BY AN ENGINEER. SUBMIT THE WALL TO THE TOWN WITH THE DETAILED STRUCTURAL DRAWINGS,
******;*********************************************************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
Statennt Number: REC-0313 Amount: 3,25t.20 08/18/97 09:53
Payment Method: CHECK Notation: #1053 Init: CD
897-0225 Type: B-BUILD NEW (SFR,P/S,DUP) pE
2101- 111-01-012
3846 BRIDGE RD
3846 LUPINE DR
4,712.20
4,712.20
.00
Permit No:
Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41310
01 0000 41332
01 0000 22002
30 0000 45032
01 0000 41336
3 ,25I .20
TotaL Fees:Total ALL PmIs:
Balance:
Description
BUILDING PERMIT FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
****************************************************************
Amount
2,048 .00
70.20
500.00
630.00
3 .00
'.!
'' -t
(dld
Cou
0f
g1e
-864 )'t -
Ea
28
ct
0-3 tt.
ty
r
n
o
Ar".""otf f i".Lilo
Parce! /l . TOWN OF VAIL CONSTRUCTION I-Otd.- PERMTT APPLICATION FoRM oert.z_'!!_,llll
PERI'IIT #
t APPLICATTON MUST BE FTLLED OUT CpMpLETELy OR IT MAy NoT BE ACCEPTED at X****************************'t PERMIT fNFORMATJON *********************.********
-'1,/-nuilding [ ]-plunbing 1l-Electrical [ ]-Mechanibar [ ]-other
Legal oescription: Lot l3 Block Filing
owners Name: lzohail fupr"te Address: po.Byx VzlE Ufttu gl6$ rl,..V7L-S)9
Architect:PkD DASTAA) Address: l_De_lJw4l!6e LIDP pn.V16'QzzB
General oescripti""t Sttkte Fhtltt/ 4fStOEtL(
.i work class: [ {-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Number of Dwelling Units, )Number of Accornmodation Units:o
Address:
Plurnbing Contractor:
Address:Reg. NO.
Mechanical Contractor:
Address:Reg. NO.
lpnber and Type of Fireplaces: Gas Appliances-_ eas Log= / wood/pelret_v Ft********************************* VALUATTONS *********************************,l
nutr-,nrNc: f la+;#e Er,EcTRrcAL: $ oTHER: $PLUMBfNG: $ MECI{AN- reAr.r $- -'-._-- m^mrr . }-777='--EJT-!!UMtsING: T MECHA}TCAL: $t * * * * * * * * * * * * * * * * * * * * * * * * * * * ,r CONTRACTOR INF-ORMATIO Eenerat Contractor: GDt<thoE ndInADtnETtr OAAD. -
: T MEcHAr,ircAL:$ - ToTAL:+_--T76:@r----------------__
* * * * * * * * * * * * * * * * * * * !r CoNTRACTOR TNFORMATToN ***************************contraclorzGABtlttzE DilE)tgpilmlT CLR?. T.r.rn or vair Do,- trr-t totl-a ffl::3:,'ffii"Bii 3;:1""$Ji:i:w:a.rg#L
Electrical Contractor: 1- -ruLor: Town of Vail Reg. NO.
Town of Vail
Phone Nurnber:
Town of VaiL
Phone Number:
OFFfCE USE *******************************
BUTLDING PI,AN CHECK FEE:
PLUI{BTNG PI.AN CHECK FEE:
BUILDING PERMIT FEE:
PLUMBING PERMIT }.EE:
MECHANTCAL PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:+w MECHANICAL PIAIL. cllr€,tr lFSb :
""ff$ffi}ffitffi VALUATION
CI,EAIT IIP DEPOSIT REFIIXII TO:
SfGNATUREnT
zoNfNc: l[,
SIGNATURE:
TO:
FROM:
DATE:
SUBJECT:
o
75 south tronlage road
vail, coloredo 81657
(303) 479-2138 or 479-2t39
rn suhmary, ordinance No. 6 states that it is unlawfut for any person to litter, track or deposit any "oir,-r"rf,, sand, debris or rnaterial, including trash lunpsterl , pori.U:-. toif"ts and workrnen vehictes. |non any street, siaewail, -;ii;y or public I1?:" or any portion rheieof. The risht_"i_;;t-;n alt Town of Vail streets and.:?"g= is approximately 5 ft. 6ff p..r"me.rt.This ordinance wirr be.stribtiy-enrorcla rv-it"-t"wn of vail Public works Department. pers3ns found viorating this ordinance will. be given a 24 hour written tt"ii""-to-;;;;;;'"aid rnarerial.rn the event the person so notified.aoes noi---;;;piy with the notice within the 24 hour.tirne-sfeci;i;,"itr.-i"tric works Department wirr remove said mateii"t .t it"-'""p"ise of person notified- The provisions of this .iai""""" ;fr5ii'not be appricable to c-onstruction, ."iri.r".rce or repair projects of any street or a1ley or any utilities i" it"-.i!fri_"_r.y.
To review ordinance No. 6 in ful1, please stop by the Tolrn of Yl^i-r Bui+ding Departrnent to obtain a copy. rlani< you for your cooperation on this natter.
offlce ol communlly deyelopment
ALL CONTRACTORS CURRENTLYL REGISTERED !{ITH THE TOWN OF VAIL
TOWN OF VArL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 1"6, 1988
CONSTRUCTION PARKING & UATERTAL STORAGE
owner)
75 soulh trontage road
Y.ll. colo16do 81657
(3031 479-2L38 ot 479-2L39 ottlce of communlty deyolopmstrt
BUILDING PERIiIT ISSUANCE TIME FRAME
If this pen11t. requi,res a Town of Vail Fire Department Approval,Engineer''s. (publ ic tgllr) review and approvar,' a piinnrni"bipartrnent
review or.Hea'lth Department review, and'a r"uiun lv-iii."duiiorng Department, the estirnated time for a total i"ui.*-iluv"iui!'is tong as three weeks.
All commercial (large or sma'll) and a'll murti-family permits wil.l have to follow the above mentioned maximum requ.ireminis."'Residential and.small projects,should take a resser amount of time.' However, if res'idential or smaller.projects impact tne vJrious-u'uou. rlntioneo depa rtments wi th reqa rd. to
-
necessai"y revi ew,-tn.t. "p""j".ii"ruv
a'lso take the three weet peiioJ.
Every.attempt w|1l be made by this department to expedite this permit as soon as possible.
I' the undersigned, understand the p1 an check procedure and time frame.
r E,*sf J*tt ilEsroEttc6
Project Name
,t I V 1lr{lf1
'D Communj ty Development Department.
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REOUIRED
Job Name:
Dale:
Please answer lhe following questionnaire regarding the need for a "Public Way Permit':
YES NO
ls this a new residence?
ls demolition work being performed
thal requires the use of the right
of way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls diflerent access needed 1o site
olher than existing driveway?
6) ls any drainage work being done
atfecting the righl of way, easemenls,
or public property?
7) ls a "Bevocable Right Of Way Permit"
required?
8) A. ls lhe right of way, easements or
public property lo be used for slaging,
parking or lencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
I have read and answered allthe
Yllr luu LAmAc(
Contractofs Signature
1)
2)
3)
4)
5)
1
/vlh
^lr
ilo
ill*
ilo
lf you answered yes to any of these questions, a 'Public Way Permit' must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or al
Community Development. lf you have any questions please call Charlie Davis, the Town
of Vail Construction lnspec,tor, at 479-2158.
Job Name
t5
EfiErrlF E'rssoum#
Consuhing ln Buildlng and Flre godes
MEMORANDUM
To:
From:
Date:
Subject:
Charlie Davis
Art Hougland .
August 9, 1997 '
Easy Vail Residence, Robert Borne, owner.
Charlie:
Items that may need to be resolved prior to issuance of this permit include
the following:
1 . One of the crawl spaces (205 sq. ft.) has a height of 7' -3" as indicated
on a foundation section.
It is not clear if they intend to use a masonry or a manufactured
fireplace with a gas appliance. The plan has indications that it is a
masonry fireplace but no fireplace section has been provided to verify
construction or clearance to combustibles. "There is no information ..
indicating a manufactured fireplace for wood, gas insert or gas log.
3. Masonry or stone veneer is indicated in a section
support has been included.
:'4. The plan includes a "study/Sitting Area'f at the entrance to, but closed
off from, the Master Bedroom. The area does not have appropriate
natural light and ventilation for a habitable area. Some redesign may
be required.
above are minor and'
me Know lr you nave
but no method of
There are 28 corrections but with exception to thosd
can be addressed as the project progresses. Lef
questions.
Vail02.97
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, CO 81657
97 0-47 9-2138
Job Address...:
Location......:
Parcel- No.....:
Project Number:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE:THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit Et M97-0202
3846 BRIDGE RD
3846 BRIDGE RD
2101--111-01-012
PRJg7-0077
Status. .
Applied.
Issued. .
Expires.
ISSUED
to /06 /ree7 1.0/06/Lee7
o4/04/teeg
APPLICANT
CONTRACTOR
OWNER
EAGLE COUNTY
P O BOX 1!73 |
EAGLE COUNTY
P o Box rr73 |
BORNE ROBERT
PO BOX 4205,
PLUMBING & HEAT
GYPSUM CO 81637
PLUMBING & HEAT
cYPsuM co 81637
VAIL CO 81658
Phone t 303524937 6
Phone: 303524931 6
Val-uation:14, 000.00
.00 Totat catcutated Fees---> 353.00
.00 Additionat Fees---------> .00
353.00 Total Permit Fee--------> 353'00
Payments-------
FireDtace Information: Restricted: fof Gas Apptiances: fof 6as Logs: {Of tJood/Pal'tet:
*********************************************************** FE€ SUllt4ARY *************i*****tt*************************************
Description:
MECH FOR NEW SFR
l.lechan i ca [--->
P tan Check--->
Invest 19at ron>
ui L l. CaLt---->
280.00
70.00 .OO TOTAL FEES__---
3.00
***************************************************************************************llllff-lli;;;;;;;iliiiii************ill***
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
TO/06/1997 CHARLIE ACtiON: APPR CHARLIE DAVIS Itbm:'05600 FIRE DEPARTI{ENT Dept: FIRE D}vJ-sl-on:
10/06/1997 CHARLTE Action: APPR N/A
CONDITION OF APPROVAL
1. FIELD ]NSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2. COMBUSTTON ArR rS REQUTRED PER SEC. 607 QF TUE 1991 uMC.3. IIIBTAI,T,ATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991 UMC.+. GAs--AFFtrAucns sHALL BE vENTED AccoRDrNG To cHAPTER 9 AND
SHEIL TERMINATE AS SPECIFIED IN SEC.9O6 OF THE ].99]- UMC.s. AeenSs r0 nnarrllc EQUTPMENT MUsr coMPLY wrrH sEc.505 AND
703 0F THE 1991 UMC.6. BOII-,ERS SHAI.,,L BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.0lltess LrsrED FoR MoUNTTNG oN coMBUSTTBLE FLooRTNG 7. PERMI-,FLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM PRIOR TO AN INSPECTION REQUEST.a. ijRATNAcs-or-vnCHANrcAL RooMS CONTATNTNG HEATTNG oR Hor-w4'TER - SUFPLT EOTI,ERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.
2119 0F THE 1991 UMC.
********************************************************************************
Restuarant Ptan Revi ew-->
DECLARATIONS
I hercby sctnoutedgc that I havc rcad this apptication, fittGd ort ln fuLt tha lnforratlon rcqui fcd, corpt.tcd an lccurutc plot
o[en- .r!d stlta thst ,tt th. inlorratidr Drovidcd as r.oui r"d is coratct. I rqme to coioty uith tha inforration and ptot pl,tn pltn, and st.tc that att th. inforratidr providcd ae r.qui r"d is cor.tct. I rgme to c pty uith th. jnforration and ptot pl,tn,
to corpty vith att Torn ordinenc.s and steta tass, Jrd to b.li td this structurc accalding to thc Tor.n'i zoning and subdivigion
codca, dcslgn rcvicr. rpprovcd, uniforr Eui tdiog Cod. lnd othrr ordin nc.s 6f thc.Tfn appticrbtc..thcPcto.tdun.pptic.btc.
RECI'ESTS
'OR
IIISPECTIOIS SIIALL BE ]IADE TUE TY-fqJR KX'RS
SIGI{AIURE OF OUNER OR COI{TRACTOR FOR HIIISELF ATID (}INER
I
\
o
***** *rl* ** *** * ** ********* ** *
o
*****l*!r***
Statemnt
*************************
TOWN OF VArL, COLORADO
************************************************r****************
Statemnt Number: REC-0341 Amount:3s3.00 Lo/06/97 15:54
INiT: JR Payment Method: cK Notation:413?
Permit No:
Parcel No:
Site Address:
Location:
This Payment
Account Code
01 0000 413L2
01 0000 4L332
01 0000 41336
Total Fees:
353.00 Total ALL Pmts:
Balance:
Description
MECHANICAL PERMIT FEES
PI,AN CHECK FEES
WILL CALL INSPECTION FEE
M97-O2OZ Type: B-MECH MECHANICAL PERMIT
2l.01-111-01.-012
3846 BRIDGE RD
3846 BRIDGE RD
****************************************************************
353 .00
3s3 .00
.00
Amount
280.00
70.00
3.00
I
itt*,:i:i; d]: ;,f.:: i'; :' Qm oF vAr L "".,,1,;Y,."'ir'^ricr;r' li :JIOI' lll - O l-Olt)' --
- prn"rr AppLIcAf roN F'RH , Dnrn, _1//Sf ?7
PI.]RIIIT f
General Description:
Work Cfass: 11(-Nn,
, APPLTCATToN MUsr BE FTLLED our COMPLETELY oR rT MAy Nor tsri AccEprED {
[** ** *tt ** * ** * ** ** **** ***+ + + + J ! 4 hFhr.y-.R *************** PERMIT fNFORMATfoN * * * * * * * * * * * * * * * *,r * * * * * * * * * * * *,tv
J,/-nuiraing [ ]-Plumbing [ ]-Electricar [ ]-Meqhanical [ ]-other
rob Narnet epjr unL fEsrOEilce dob Acrdress: - zg_%_LgeNrr_pelrE
Lesal Description: rot | 3 Block_.-__ rilins_________su,,tu_SJ g.E!eHO4n) AnD e O,
owners Name: kh€ln fup'ta Addr"t", P@r!(^$ pn.v7L-s)63
Architect: P Address; t I DCD Lt OalS fu OOe LooP _pn.r/tu-qZzB
I J-Alterati.orr I J-Additional [ ]*Repair [ ]_other
Nunber of Accommoclation Units :o
Nlt)rber and Tvoe of Fireptaces: Gas Appliances t cas Logs / Wood/petlet
$* 'r
'* 'A * * * * * *
',r
* * * * * * * * * * * * * * * * * * * * * * vALUATToNS * * * .* * * * ik * * * * * * * * * * * * * * * * * * * * * * * * *
RUILDING: $ 100-;#0 Er,EcTRrcAL: $I'LUI'IBING: $l*".^"^..". .r MUcHANTcAL: $_____ __: ro;;i; $____q;;@__
f
* * * * *
1.^
* * * * * * * * * * * *jf, * * * * * * *. coNTRACTOR rNft)nMryI'roN * * *.i.* ** * * * *.* *,: rr * * ** * *:+.^ i.* *.r
_?+y_L-t'. 'r'own of vail rteg. No.le4-t],*+_ phone Number: yJL:&Zg-:-
Town of VaiI
Phone Number:
Town of VaiL
Phone Number:
Town of VaiI
Phone .Nurnber:
PLUMBTNG PIJ\N CHECK PEE:
I'IECHANTCAL PI,AN Clrna]rad
RECREATION,:
CLEAN-UP D
TOTAL PERMIT FEES:
Number of Dwelling Units:- )
\ddress:-70
.;lectrical Contraccor:iddress:
9Pttt;tri
.ilQ7-c.
Reg. NO.
,lumbing Contractor:
'ddress:Reg. NO.
lechanical Contractor:
.ddress:Reg. NO.
*** * * * * * * * ** ** * *** * * * ** * * *Qfitf, r$'f
,UILDTNG PERMIT FEE:'LUMBING PERMIT T.EE:
ECHANICAL PERMIT FEE:
LECTRTCAL FEE:
THBR TYPE OF FEE:
RB FEE:
?3
BUTLDTNG:
STGNATURE:
ZONING:
SIGNATURE:cmrnents :
VALUATTON
'!E4ry UP DEP.osrr REFTTND To:
13; JUL
Cor(3tt tlrrC CeOlOGt6t
P.O. 60x 2
srLT, coLoRAOO 8t€s2
(3031 ar+sroo 13a p6uo,
l'lay l8 I !q94
Robart Borna
5O3?S Snowshoe Lane Vai I CA 81697
purposes of proper {ourrdation oesign should precade construction,augc! o+ the ha;af-d r of the Town o* Vat I bf3 tsken to n I ncr clas€l tna
RE: Haiard Eval uati on, Lot l.jr Ei r;horn 2nd Adcri tion
Dear llr . Eorne I
I vr sr tLr(, thel above re'f erencecr r ot i n vai t recentr y f or purpole.of d qeol0gtc ha::r'cJ evals.tion, especltlly a5 it pertains to rocr'l f ar l potentiar , A5 you rrnow thi: ha:ard is €nown by the T'own o+ Vai I 's m&ps as af f ecti ng your property, r{i th a ,,hl gh reverrty' claEsiflcatron. Snow avalanchc is aico a potentrar haz erd at the si t 6 b(.rt has been rval utted by qnothcr prof assi onal .
hy tjerneral +tndings arE th:rt the rock frll ha:ard i6 itrdGect Dre5ent hrrt ts not licv*rc': however r'ctmE firtrgEtion t3 rn orcter.The steep hillside above vour ho,ne ig at leasi s:o faet high and is heavily +€re6ted. 'fhi s lot ig about IOO feet f ro,n the base of that hilrside and therefore not likely to be reecned by many boul derrs. The topoEraphy i s al Eo Eomcwhrt {avorable ln th.rc therF in a home betwe.rA murch of the slope rnd your rrtr|.
TherE aF6 a nq,nber o{ brq boul d€rs on thc site r./hich cln be aI i crnr.d on the north sr. dE rJ+ tne I oc +or protecti on rnd perhapg dirt c.n be plaqed ber-weL.n the boulders t oi,r cohesion i adctect bulli,and 'f or the potenti i1l for vegntati en if that is desired. The rocl";s shot-rlct be placed so as to afford mextount protectron. Ar an aclded precattti on the rlJar of the home chould be designed with a rear foundatic,n 9.al I protruding about thrrE f.et aoove finished qrade anct be caoable of withstandinq +orcas of up to 3()o poundr pFr sqlrare foot. rhere *5hoLrid be no e,inctow! rn thrs interval.
Drainaga around the home shourl d be provl ded end the noflrc 6houl d he dor:igned to pF.v€nL rfre ,lrccunulatl0n of radon ots aE thr,, i5 becomtng standard practice rn the State. _Sot lE inJestigation f9r
Nicholas Larnpiris, ph.D. O
attempts at .n rgation.
P0t
trl#.:flTi I I;: i" *,., ;:+.t:. : ? ;:, T :: :l| r
* ^r11 ; 1t r v
li?'",'f i;$1,"T;h:i].-t:rit?::i;'Fi:#:T=A=i:"1T,'Jr:!i rr i n q' r + tn ii i'"*i ?,il "j fi ji J,'fl ,.i, .ljjj'" f."fl*..:* ::r:i;
hTA',?tu,
!:::tii?":.[3:!u..*
t,_tj_l4_r 332 tat:51 -lr'irFl:l- Tii I it,
HYDNO'IRIADUO
12136 w€6t Bayaud Avonue, Suile 100
Lekernood. Colo.ado 8O??8
letephonc 303/989 -958A FAX 30?989'9932
E-mat: htl@ir.netcom.com
August 14, 1997
Ms. Sally Brainerd
Rich and Krusen Design
Architecture and Development, Inc.
1000 Lionridge LooP #3d
Vail, Colorado 81657
Dear Ms. Brainerd
You had requested my review of the revised building plans fortot 13, Block 1'
Bighom Estates *2, Vait, Colorado relalive to snow avalanche hazard mitigation. The
plins were orrginatly desrgned in 1994. I had reviewed the avalanche hazard at lhal
iime and prodiced-a repitt in February of 1995 entitled "Avalanche Evaluation and
Mitigation'lvleasures, Lot 13 Bighorn SubdiviSion, 2no Addilion, Vail Colorado.''
The key aspects of the snow avalanche hazard mitigation for this building were:
. The 5 foot diameter boulders as shown for the south or southwestern^corner of
the lot are placed continuously and are anchored such ihat a 300 lb/ftz load will
not move them into the structure'
r The foundation walls on the south and east wa[s are 3 to 5 foot above grade and
oeiigneO to withstand a laleral load of 300 lb/ff '
o The window on the east elevation designated as "D" is safety glass
t,$-14-133? 1A;52
Ms. Salty Braincrd
- August 14, 1997
Page 2
{r'Uii,l-TRl {lr .l 'ii-a-tl ...
You have verified that the plans and specifications do incorporate these key
aspects. My eonclusion is that the structure if constructed as indicated, will therefore
meet the avalanche mitigation measures as de{ined in the February 1995 teport.
lf you have any further questions, please contact me
SincerelY,
Ronald L'
President
RLH/im I cc: lrla Terry Partt, Town of Vaii Public Works Dept.'o
r._!1t
3a*#*;$
$,685' i
fu',,,'.i$
T T,r- ;, ?l
Frr-e
Effi-otas &*0, Rof*d
TOV.COIlllili. DEV. DEPT,
Geosltr
East Vail Residence
Lot 13, Block l, Bighorn Estates
Vail. Colorado
ADDENDUM
January 9, 1998
SET NUMBER:
RICH AND KRUSEN DESIGN, INc,
ARCHITECTI.IRE AND DEVtrI-OPMENT
rooo Lionsridge Loop #gd, Vail, Colorado. trfo7 phoner(97o) 47G922E
#tu rqu,t"\
w
tz* (gp\ 4f-9o25
't
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x1.1
x1.2
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x1.4
xl.5
xl.6
x1.7
x1.8
xl.9
x1.10
x1.1 1
x1.12
x1.13
x't.14
Lower Level Plan Revision
Main Level Plan Revision
Main Level Framing Revision
Steel Column Base Connection
.. Steel Column Cap Connection
.. Living Room Connection Betw. Ridges
.. Entry Ridge/Column Connection
.. Revised Column at Window Walls
Plate Connection at Master Bedroom
Revised Section 1 1/S5
Beam/Beam Connection at Kitchen
....Living Room Fireplace Plan
....Living Room Chimney Plan
....Living Room Fireplace Elevation
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RTF,T 131 TOIIN 0F UFIIL, COLURADO F.RGE lE
AREA: ED $7/89/98 Q7:49 REQUESTS FOR INSFECTIBN t^l0Rlr' SHEETS FfrR; 7/89 198
:-: = =E == =-= == == === ========== == ==== == === === =====-=== === ===== ===== == = = = = = == = = === ====Ativity: 897-OEFl5 7/'89/98 Type: B-BUILD Sbatr-rs: ISStJED Constr': NSFR
Addr.ess: ;O46 BRIDGE RD
Loeat i on : .3845 LTJF INE DR
Fat'cei: E1O1-111-Er1-rZrlE Oce: OOtltT UEe: V f'l
Desct'ipt ion: NE[^J SFR
Appl icant: GROSHIRE DEVELOF,MENT fjORF
Ourner- I BORNE R0BERT
Contraet or I tiROS}JI RE DEVEL0F,F.IENT CORF,
Fhone: 97O*476-B"iJ9
PhonE;
F,hon€i : 97tir-47*.-&3J9
Inspection Reqr-rEEt Information,...
ReqLte st or: JAIMF
Req Time: tZtE: OtZt Comments:Items ?'eqr-test ed to tre Inspectect...
614530 B|_DG-Temtr. C/tr
Fhone: 39O-"]4O7
Act i on Cc,nmerr T i ne Exp
Inspection Histor.y... ..
Iten l OAsCila FH-Backfi t l Inspect ion It em : OtZtSrI 1 Ft"l-Temp. ;rc*eggldr.ainaqe
Item I AESfJ;ij Fl^l-Rough qr"ade
Item: OOSrAg F,N-Final dr"iveway gr.ade
Item: EEOlO BI-DG-Foot ings/Steel
A7 /:-:3 /'ci1 I n s pect or: CD
AB/e7 /97 InEpector: LF,r,t fi8/EB/97 Inspectot I LFV
Item : OrZtOgA BLD6-For.rndat ion/SteeI @9/q9/i7 Inspector. I CD Notes: FTROUIDE trLERIiANCE FROM
COLUMNS NNT COMF'LETE/
CNLL FOR REINSF.ECRIBN fig/LIl97 Inspeetor.: CD r -\
Notes: COLUMN STFEL BEING TIH Item:0A5IA F,LAN*ILC Site Flan Al/ 14198 Inspector.: GE0RBE It em I AAOSO BLDB-Fram inr:
*
F'OSITI VE TjONNECTIONS REo' D ON
DECKs
SHIMS REO'D AT SUF.F.ORT COLUMN
FJI-I. SUF.F'ORT COLTJMNS FOR EXT
AT 5TAIR5
Item : OAOEA BLDG-Insr-rIa'b ion @t/etl98 Inspector.: JRlrl/GG Item: AtaA6O BLDB-Sheetr.ock Nai I
AI /3?i/98 Inspect or-: CD Item; AEOTTA BLDG-Misc.
Item : rzrorzrga BLD6-Final
A7 /?,7 /98 Inspect or": CD Item: OtaEJA BLDG-Temp. C/0
Act i on : AF,F R
Action: AF'[-'R
Aetioir Dl"l J
REF,IOVE UAF.OR BARRIERS
AF'FROVED
sEE .itrcB
Actianr Nfl SOILS REF'ORT NEEDED
Art ion: AF'FR" TOT4F.LETE TIE*UF..
Flct i on: AF'f'R AFPROVEf)
\\
n: FA (-{OATU SIDE UNLY
[S4 {-B REBAR
Fte[-F oF F0ur,]D#lftlf,r rNf.rr cnMF,LE
t n. AFFR n[eSr ilF I.UUHD CL]f'11-'LETF
*
trction: AF,F,R
T
Fr,pRqven
@t/L4/9A Inspector-: CD f:rction: AF'pR AtrF,ROUitq ",.. r --{\ .- la-NotesI SUBMIT THO 5ET5 OF RHVISED STRUCTURAL -DRAI|JINGS RND DETAII-. -
FIRE BLOCKING REG' D IN ALL I^lALLs OVER 10! ,AND ALL VERT TCI
HOR FI5SEMBL IES
Actio
WAME
SNLJTH
Act i r'
D NfiI'
I
l
I
I
Q3.,0
Lr-/'7 rE',-
oze rjir,"_u-lE otEoa ! ttla I r ore rur,rijjN:;19 gesaa 'r"ii 7/?
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CtJ !ro+cadsul 961447 26
6\16 ! rnarldcttt ctc^tt=t t6 igi"'$E#e,*T{
REtrT 131 TOWN 0F VAIL, COLORADO trRBE IE
flREAr CD A7/?9/98 Q7:49 REGUESTS FUR INSFECTION WURK SHEETS FtrRr 7/?9/98
= ======*=*=g==== === =-=======g===== ================-======E================ ======flctivity: 897-6388 7/E:9 l9g Type: B*BUILD $tatr-rs: ISSUED Constr^: N$FR
Addnessr 3846 FRIDGE RD
Locat i on: 3846 L|"JF INE DR
Fareel : llrZrl*l I 1-O1-fi1e
Descr.iption: NEW SFR
Applicant: GRfJSHIRE DEVELOFMENT CORF'
0ulner: BORNE R0BERT
Contraet or; 6RO5HI RE DEVELOF,IYIENT CORF.
Occ: OtZtOT Use: V N
Fhone: 970-476-8J.r-9
Fhone:
F,hone : 97rZt-476-S339
Inspection Histor"y, .. ..
Iteor: rA'a5e'A Fhl-Fackfill Inspection
It em: CltESrZt I trl^l-Temp, access/dnainage Iten: IZIASOA F,Ll-Rough qr.ade
Itemr OO5O3 Fhl-Final dt*iveway gr'ade
Item : OA|Alra BLDG-Foot ings./Stee I
A7/'e3/97 Inspector-: CD
$B/e7 /57 Inspector: LF'V
AA/?.A/97 Insrector': LFV
NoteE: COLUMN STEEL BEING TIED NOl,'l
Itemr @OSIE F'LAN-ILC Site F'lan
Al / L4/9A Inspeetor': 6E0RGE
Itemr OAra3O BLD6-Framing
Qt"/14/98 Inspector: CD
Notes: SUBMIT Ttl|0 SETS OF
FIRE BLOCHIN6 REEID
HOR ASSEMBLIES
Inspect i on Reqrrest Inf or"mat i on, , . .
Reqrrest or: JAIME
Req Time: O8:Otl Comments:
Items r*equerted to be Inspected...
UiO53O BLDG-Temtr. C/fJ
Iten ; AAIZISA BLDG-Insulation Olle1/98 Inspeetor: JRM/GG It em: OE66ra BLDG-Sheetnoek Nai I
':, 6l/3@/98 Inspector: CD
Item: 0AQ7A BLDG-Misc.Iten: QOAiA BLD6-Final
01 /e7/9A Inspector: CD
Iten: 00536 BLDG-Temp. C/tr
Item : OAO3A BLDG-For-rndation/5teel
A9/A9/97 Inspector: CD Action: FA
Not es : F,ROV I DE CLEARANCE FROM Wl$l€UErl fB
COLUMNS NOT COTYIF'LETE/ SCIUTH HALF
CALL F0R REINSF'ECTI'ION
Ag/tL/97 Insoector: CD \\
SOILS REPORT NEEDED
trOMF.LETE TIE_UF..
AF,PROUED \\r-\onru stDE 0NLy
REBAR
oF FOUNDffTmNINOT COMF,LE
,
OF FOUFID COMF.LETE *
Fhone: 39O-34tZt7
Aet i on Com m en Ti ne Exp
Aet i on: NO Action: AF,trR*
Bct i on: AtrFR
Action:AF,F,R \_[!:ST .n
trDSITIVE CBNNECTIONS REG' D
DEtrKS
SHIMS REO'D AT SUF.F.ORT COLUMN AT STAIRS
Act i on : AFF,R SPPRqvEn
Act i on ; fippp ApF RovED " -,r -. f\ )("\
REVISED 5TRUCTURAL DRA.I'hi.ICSTh*D iTTNTL )
IN RLL WRLLS OVER 10r ;AND RLL VERT TO
ON ALL sUF.F.ORT CT]LUMNS FOR EXT
Actionr AF,FR REMOVE VAPOR BARRIERS
Action: APFR APF'R0VED
Aetio*: DN .J SEE*"tCT]
.pa t 9l t ?cr artEPttt-9rrf _a E r\l;,
07/e7/98 Inspectorr CD
Nates: PLANNIG APPROVAL
,, FH-t,arrl|a ffiiono
REO' D. (tiotE DN SEE NOTES
EROSTON CdfurnOU REOI D)
.;^'
REF,T 131
@7 /eq /9s Q7 t4i REEUESTS
Toh,N oF VAIL, COLORADO
FOR INGPEtrTION WORK SHEETS FOR:7 /e9/98
AND OUTHOUSE MU
PRGE
AREAT CD
13
FUBI'IORKS APPRUVAL REQi D
CT]NSTRUtrTIT]N MATERIALS INCLUDING
SITE DEV. SIGN MUST BE RENOUED,/-
BE REIYIOVED Yu^ oQov 7- k)
DT]OR CLBSER REQ' D AT PED DOT]R IN GARAGE , -SCREENS REO' D ON CRAWLSFACE UENTS l- q
INSTALL SMOKE DETECTOR IN LOI^IER BEDRT]T]
HANDRAILS REG'D oN EXTERIOR STAIRg7,--
ELEE FINAL REQ' D L./ t DISHI.JASHER RI RGAF. REQI D I/
STEAM GENERATOR T/F. MUST BE F,IPED F'RCIF.ERL\?
REHtrvE DAMF,ER FR6M F/F, trULe I N.etd
AtrCESS TO GAS UALVE REGI'D AT F/P t-/
!,
Item: 0453e Item: grrZrEGJ
Item: AtZt537
Item: ra0539
Item: OB54O
COM RIR DUCTS OR OF.ENINGS REOID FOR PiAILER//
trw-TEtYttr. c/o
PLAN*TEMP. C/A
F,LAN_FINAL C./O
PI^J-FINAL C/T]
BLDG-Final C/O
REPT T 3I
fr7 /eq /94 67 249 REGUESTS
T0|^,N 0F UAIL, CULURADO
FOR INSFECTIUN WDRK SHEETS FORI 7/E9/9&
pA6E ter
AREA: GD
Aetivityr M97-O3O? 7/?9/95 Type: B-MECH Status: ISSUED Constr: NSFR
Addness! 3846 BRIDGE RD
Location: 3846 BRIDGE RD
F,ar.ee I : E1rZr1_l l l_01_Ole
Description: MECH F0R NEW SFR
ffppl ieant: EAELE COUNTY F,LUI'IBING &
Ownprr BORNE RBBERT
Contr.actor: EAGLE COUNTY FLUMBING E
HEAT
HEAT
Occr Use:
F,hone: 3O35e49376
F,hone:
F,hone: 3O35349376
Inspeet ion Req r-te st
Reqr-restor: JAIME
Req Time: lZlE:Ofi
Items r.equested to
A€t3ggr MEEH-Final
Informat i on. .
Donments:
be Inspected.
Fhone: 394-3447
Act.i gn Comm ent s Time Exp
Inspection Histot'y. .. ..
It em: O€IPOO MECH-Rot-tgh
l?/LA/97 Inspeetor: JRM
t+
It
em: CtElE4lS trLMB*Gas F,i pinq
frl/ L3/9A Inspector': JRM
em I tZttZr3lO ltlECH-Heat ing
LA/47 /97 Inspector'l CD
Notes: Z0NE *1 90 FSI AIRTEST
ZONE E lAO F'SI AIRTEST
Fict i
Action;
Action:
AF,F,R
AFFrR,*
AF'PROVED
AF.F. GAS F.IF,IN6 FOR METER
INFLT]OR HEAT LOI^JER LVL
Item:
Item:
Item:
AA3EA MEDH-Exhaust Hoods
A|ZISSA MEtrH-Supply Air'
€tO34C' MEtrH-Mi sc.le/t8/97 Inspector": JRM Action: AF'trR
AA39A MECH-Final
A7/gA/94 Inspector: CD Action: DN
Notes: trOM AIR REOrD FOR BOILER LOCRTED IN
REMAVE DAMPER FROT'I GAS F/P , -/ACCESS TO BAS VALVE AT F/P REQ'D '/
Item:
I
AF.F'ROUED
SEE NOTES
GARAIIE C,/
STEAM GENERATUR DISCHARGE MUST BE TERMINATED rRAtERLYf,tr
.J iFr.
REPTISl TO[^'N OF VAIL, COLORRDO trAGE 11
AREA: CD a7/"9/9A Q7249 REUUESTS FUR INSFECTION WORK SHEET$ FOR: 7/ei/94
Aetivity: tr97-0t187 7/29/98 Typel B-trLMB Status: ISSUED Constr': NSFR
Addressr 3846 BRIDGE RD
Lochtionr 3846 LUFINE DRM
Far.cel : E1O1-1 1 l-rztl-Alg
Descript ion: trLUMBING FOR NEI^J RESIDENCE Applicant: EAGLE COUNTY FLUMAING & HEflT
Owner: STEVE GROSS
Contraetorr: EAGLE COUNTY FLUMBINB & HEflT
Oce: Use:
Fhone: 3O35849376
Fhone:
Fhone: 3O35849376
Inspect i on Reqr.rest
Requestor': JAIME
Req Tine: OB:OO It ems r.eque !rt ed to
Aftirg@ FLlvlB-Final
Inf ormat i on. . . .
Donments:
be Inspeeted...
Fhone: 39tl-3487
Act i on Ti ne Exp
Inspect ion Hi story. . . . .
Item : tZt0tlO trLMB-Undengi'ound
A9/e3/97 Inspector^: CD Aet ion: AF'FF 1O FSI AIRTEST
It em : rZrrZreerl F,LMB-Rorrqh/D. W. V. /,/Le/18/97 Inspector: JRM Action: f,trFR FRESSURE I'a0G'SI
Item : O0P3O F,LlvlB-Rough/Nater'
Le/ 18/97 Inspect or r JRM Aet i on : AF'trR AF'trROVED
Itern: ftOg4rA F,LMB-Gas Fipinq
Le/78/97 Inspectorl JRM Action: AFFR TFSI 6A5 LINE
I t em r ECIPEEI FLMB-Poo 1,/Hot Tub
I t en : BOE6rl trLMB-M i se.
Item : €IZr€90 PIMB-Final
A7/eA/98 Inspector: CD Actionr DN SEE NOTES t ,Notes: FROFER CR055 @neCrtON CUNTREL REEUIRED ON ;{ DISHWqSHERS L./ f,Item: tZtO538 FIRE-FINAL C/O )t/a
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1(1./ 14/95 tB7 t34 REOUESTS FOR INSF'ECTION I4ORK :iHEETS FOR: lrZr/ 14198
m""n)e trAGE l tzt
flREA: CD
Aetivityr 897-tZtE?5 Ltd/14/9A T'ype5p-BUILD Sta!
Acldt-ese: 3845 BRIDEE RD
Location; 3646 LUtrINE DR
F.rareeI r *1O1-l 1 l;tZil-faIe
De ser i pt i on : f-lEN SFR .. ---;;pii;;:ii
flln:'ffi"l;y"upmENT'o*ol- 7 X#tfl.476-Bz;.s
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Inspeet ion Reqrrest Infsrnratiort., . .
Req rre s b or'; JAM I Li
Fieq I ime: ttr8 r EO Comment s l l.,l ILL
Item: l'eqr..r€ribed to be Irtspected...
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F'hone: 39O-J4O7
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Act i on Comment s
Inspectiort
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tA1/LL/97 Inspertor': CD Flction: At-'Fft REST OF f:OUND COI4FLETE
Not e s : ClJLUlvlN 5l EEL BE I Nti T I ED NO[^J
Itemr OA5EA FLf{N-ILl; 5i.te l-'lan
Ol/14/98 Inspector': iiUORiiE Act ion: AFFR nFF'ROV|il]
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Ar-'t r on I Ftt-'l-,R REMqUS vAr,rJR BARRTERS
tAt / t4/t)b Ir-,spec L or-: CD ,lc:t i on: AFF R AFFROVED
Notes: lSLlBMI"f It^ltl 5i:TS OF i([.VISEO bTRUf TURAL DRAHqflii€ AND t'r:IfiIL
FIRE BLO[}:iIN6 REG' D IN ALL HALLS -LJVER 10' FTNI/ }iL.L VERT 1O
HOR A55[.I4BLIES r\ \ -:-
F.TJSITIVL.LONNECTIONS REO'-D OT'I ALL $UtrPORT E*JJMNS I.'OR EXT
DEt;KS
iHiI'IS REQ'D H] sU{f'URT ihtsUMN A1 sIAIRS
tZlOOSUl Ft-D[i*Insr,tlation \ c\,r,Iten:
Item:
Item:
ltem:
t{I1,/E1 l!S lnsg.ie'ctor: JRM/Ei6
OOEe'Ur gLltG-Sheetrock Nai I
Ul /36198 lrispector: CD
rltlfr$7t{ BLLrii"i4 i sc"
0062|A BLDG-Fina1 .-
47 /Z'7 /tA Irr spet:tor':' LIJ
I tetrr'- OSS3t/.t BLDG-Temp " tt / A
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DN EJEE I I.]LJ
F]I F.RE*I. C. O. CONSULT
Di{ sEE NOTESJ
ERUSIUN CONTROL RE6I' O)
Time [:xp
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F,UBI.IORKS APtrfOVAL REtr'D -
CBNSTRUCTION IIATERINLg INCLUDING DUMPSTER RND OUTHOUSE HU
ne nEmovgo e/
SITE DEV. SIGN TiIUST BE REMOVED -/
DoOR trLosER REo,D AT pFD oBoR IN eeryaael/
scREEN$ REGp D ot't cHRwubpRcu, vgrqrsc/
INSTtrLL SMGKE DLTECTOR IN LOttER neDnOON r'
HANDRAILs FIEO' D ON tXTEtiIOR STAIRgr/
ELEu FIN,.tu RE0tP"/ ,t
, DISHI^IAEJHbR TtIftEAI-. RE'TI'TIT
Sl-EFtf4 GEf{ERATOR T/t' plusr/bL. l-'tl-'ED pRtrFHRLY4/
I(EFIOVE lrf.:tt'11-'Ef,( I:lliJr'i l /F'../ , ,.-ALCE$$ IU 6AIi VAI,UE RE,G'D A1 I./F.'N
LOM rlIR DUCIS 0f{ OFENINGS REr,t:D t':r.jR YAlted/
n7/Jtd/t)g Inspreebui';: CII Act ion: xl-'l-'R LITRRECTIONS MFIDE
I t e m I lttZt5Sij PN-T EHf'. u"/ U
Itern: Otl5.l;i PLAN*IEFIF'. A/O
lterrr: rZltirS.jT I-,LRN-f- INAL C/O
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REPT131 TowN oF VAIL, COLORADU F.AGE 1I
AREA: CD a7/?9/9A O7249 REGUESTS FBR INStrECTItlN WORH SHEETS FOR: 7/e9/95
Act i v it y I f,97-ALe7 7 /-cg /94 Type: B-F,LMB Stat r-ts: ISSUED Donstr.: NSFR
Addressl 3846 BRIDGE RD Locbtion: 3846 LUF'INE DRM
Far"ce I : Eltll-1 I 1-41-Ale Descriptionr trLUMBING FOR NEtl RESIDENCE
Appl icant: EAGLE CUUNTY F,LUMBING & HEAT
0wner': STEVE 6ROSS
Contractor: EAGLE COUNTY F,LUMBING & HEAT
Occ: Use:
F,hone: 30135€49376
Fhone;
Fhone: 3835E49376
Inspect i on Reque st
Requestor: JAIME
Req Tiner O8:OO
Items reqnested to
fftAeg0 FrLMB-Final
Infor'mation.....
Domments:
F,hone I 39{t-34O7
be Inspected. . , Acti on Time Exp
Insp€ct i on Histor'y.....
Item : BO3lO trLfvlB-Undergi"orrnd
A9/e3/97 Inspector': CD Action: AFtrF 1A FSI AIRTEST
Item: AAeeE Fl-MB-Rouqh/D, W. U. //le/L8/57 Inspector: JRM Action: APFR FRESSURE IU'AFSI
Iten : O0P3O FLMB-Rough/Water'
L?/tE/97 Inspector: JRM Action: AF'F'R AFFROUED
Item: AA?4n FLMB-6as F,iping Le/t8/97 Inspector: JRM Action: AFtrR TPSI 6A5 LINE
It em r 0gtg50 FLMB-F,oo l./Hot Tub Iten: BOE6O FLMB-Misc.
Item : Oelegta trf-MB-Final
A7/1E/9A Inspeetor: trD Action: DN SEE NOTES ' ,Notesr FROF,ER CRU55 @rueCrtON CUNTROL REGUIRED DN e DISHWRSHER9 L./ b Item: OA53A FIRE-FINAL C/0
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Date Receive
JAN 1 i_ 1999 H.T. CONSULTING, INC
203 Yank Court
Lakewood, Golorado 80228
303-716-9790
December3l, 1998
Planning and Zoning Department
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Lot 13, Bighom Subdivision, 2d Addition, Vail, Golorado
Snow Avalanche Protection
Gentlemen:
At the request of Jamie Gross of Grosshire Development, I visited the referenced
site on December 29, 1998. I reviewed the site conditions relative to the snow
avalanche hazard protection, and in particular, the modifications from the site
development plans to the boulder protection wallalong the southem property boundary.
A representative of the Town of Vail has identified the modifications from the site
development plans to the boulder protec'tion wall as an item which needs to be
addressed.
The boulder wall was not constructed to the full height as indicated on the
development plans, but in general, follow the proper alignment.
In evaluation of the situation relative to the snow avalanche, and based upon
previous vrork (see enclosed references), several aspecls are important.
1. The existing drnellings on Lot 12and Lot 14b (both upslope orsouth of Lot
13) lie uphillwithin potential avalancfie paths wtrich could affect Lot 13.
2. The report for 3876 Lupine Drive, Lot 14b (Reference 7) by Art Mears dated
September 16, 1991 states on page 2 under'Adverse Deflection - neither
snow or debri from avalanches will be pushed onto adjacent public or private
property as a result of the proposed remodel. This is true because they will
reach the struc{ure at small velocities and will immediately be stopped by, or
penetrate, backwalls." The remodeling appears to be completed.
3. \Mrile a specific avalanche hazard protection report does not appear to be on
file for the draelling on Lot 12, the structure will provide additional protection to
Lot 13 for avalanches originating from below the limestone cliff wttich is the
critical avalanche hazard for this property. In defining the potential snow
avalanche loadings for the proposed duelling on Lot 13 (HydroTriad, Ltd.
Report of 1995), the effects of the structure located on Lot 12 vrere not
o
(
o
Department Planning & Zoning
Torrvn of Vail
December31,1998
Page 2
considered, i.e., the impact loadings of 3OO#/fi.2 for the dritelling on Lot 13
\,r€re defined without considering the protection of either the dnvelling on Lot
12 nor the boulder wall. The boulder wall was to reduce the fequency of
snow avalanches readring the struclure and utilize boulders on site.
Summarv
The existing dnellings and avalanche protection facilities for Lots 14b and 12
provide additional protec'tion for Lot 13. This protection was not considered in
defining the avalanche loadings forthe dnelling on Lot 13.
The 300#/ff.2 snow avalancheloading for the drnelling on Lot 13 as defined by
avalanche analyses in 1995 and was anived at without considering the
reduction in loading created by the construction of the boulder rarall. The
purpose of the wall was to reduce fequency of potential avalanches reaching
the structure as uiell as utilize boulders that $rere available on site. The
chrvelling is located in the avalanche blue zone, and therefore, snotr
avalanches are relatively infrequent but can occur. The memo (Reference 8)
from Sally Brainerd of RKD sets forth that the avalanche loadings vr,ere
incorporated into the struc'tural design.
The reduction in the height of the boulder wall is acceptable because of the
avalanche impact loading that was incorporated into the dwelling design. The
reduction in height will allow snorrr avalanches to overtop the "as-builf wall at
a slightly increased frequenry but stillwithin code requirements.
lf additional questions exist, please contac* me at your convenience.
:TING,lNC.
RLH/ieh
Encl: Reference List
Copies of report on Lot 14b xc: Jamie Gross
Sincerely,
REFERENCES
Snow Avalanche Hazards and Protection
Lot 13, Bighom Subdivision, #2 Addition
1. U.S. Department of Agriculture, SCS, Snor Freouencv Analvsis for Colorado and
New Mexico Snow Courses. 1974, April, 1974.
2. U.S. Department of Agricu}ture, Rocky Mountain Forest and Range Erperiment
Stations, Fomst SeMce,
Use Plannino, F*ruery 1977.
3. Mears, Arthur 1., Colorado Geological Survey, Department of Natural Resources,
Colorado Snow- Awlanche Area Studies and Guidelines forAvalancfie- Hazard
Plannins. Special Publication 7, 1979.
4. Avalanche Evaluatbn and Mitioation Measures. Lot 13. Biqhom SuMivision. 2d
Addition. Vail. Colorado. Hydro-Triad, Ltd., February 1995.
5. East Vaal Residene, Lot 13, Block 1, Bighom Estates #2, Vail, Colorado, site plans
A1.1 through A3.2 and 5.1, July 27,1997.
6. Mears, Arthur 1., Sib lnspection Report. Lot 13. Biqhom SuMivision. 2d Addition.
Vail. Colorado, April 1994.
7. Mears, Arthur 1., Ewluation of Avalancfie Debri. Flowand RocKallConsideration.
Siof Remodel.3876 Lupin Drive ftot 14b). September 1991.
8. Brainerd, Sally, Memo dated 8131/94, East Vail Residence, Bob Bome projecl.
o
Dear Mr. Rldenl
In response to your tequest, I llve conpleted. an, evaluation of
i".iu"E}t", debris flow, and rockfall hazards to the above-
re.ferencea propeityl- in" objectlves of, my evaLuat'lon are:
' a. To determlne the exposure and potentlat hazardl and
In sumnary, the proposed, rernodel can be designed' (as discuseed
j-. datail below Ge&-;OnirCW I.IoDIFICATIONS"t, so that adversE
ieflection onto idjo""nt property will not occur. ThE proposed
i*noa"r, "itn tn"-&""ign inoairicitions' w111 in fact @re€g any
p"t"ntilr froblenr wlth-such defLection'
Exposuretotheabovegeologicalprocesseswa6deternlneddurlng ffti;;-"i!ri"or slrzl6tl +: "peliiiea 1n Vail ordinance section
18.69.o52 (21 t " li"gi":iam11y iesidence' such as the Slpf,
;;;;;;ii; i.ba noi-f,i-speciariy deslsned for seoloalcal hazardr.
Deslgn, however,-r,,""i .'rr=ttt tfiat-tnE hazard ig noi def]ected
i;;;e'tiie public or private property of otheEg'
snoq.Ava]atreheg'Duringextren€conditions(expectedatreturn perlode of 2s years or rnore), an"if vet or aiy-?fowtng avalanches
:il-;;;";-d; 's;i;;'r."ra."ri'. rhey w111 produce inpact loads on
exposed surfaceso*r.ilr,-"iii-;. ;;1i in-t"-t"== of thl laterar-
i;:;iil ;il;r;t iii-"-Jrn"i wood-fianre srructures. ExpoEed walls'
doors, or wlndows nay rupture, as i result of av4lanche irnpact'
and avalancne snow'niy e'nter tfre luliaing. Avaianche debrie -*i1I
bs deooslt"a aqai|"'J*[nE"iii'rii-l-irdlng-sulfaces and wil] remain
i" pii"" until-tt lE removei or rnelts'
3876 Lupina Drlve, Vai1. Avelancher &!ei-e
consideratlons '
'/.'.
septenber 15, 1991
Mr. steve Riden
Box 3230 VaiI, cO 81658
RE r sipf Rernodel 'fio':.1. and Rockfall
ARTHUR I. MLA,RS, P.E.' INC.
Nrnrnl He:.erdr Cor.rulur:s
222 Ert G'"ric Avc.
Crr"riro::, Colordo E 1230
tit - 611-1236
LD+ t4:V-?>tc,,+ t, ,\ z
Rrc'Docr 211992
I
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b. To deterrnine lf the ProPosed itt yot = drawings of 8-25-91) wiLl
rockfall onto adjacent ProPerty'
CONCLU-SIONS AND R4COMMENDATIONS
rernodel (as sPec.ified
defLect avalanche or
Mst *'a tnt ' ,lqrhachl* ' '{*/eaclc CotrulEaghcctag
fiic'D0ci 21 1992.
natrris avaLancheq. Debrls avaLanches, conslsting of uet snow,
ffintralned,vegetativedebr1s,cana15oreachthe ;;;i'*;ii;'or--itre existing h6use and rernodai. Debrls avalanches
Ii""f,i"i"aed-witrr debrls ilor^rs at this slte because they.Ti_r1.. -irive sinilar eff,ects. They are nost likely during exceptionalt'y
oi"t-"piir! iunotf perlods.' The rnost recent period of widespl?ud
aenri's avil-anchlng-ai:d f lows ln vail occurred Curing-MaIt -l?q4:r-io"ir .xatnple oi r,uplne Drive occurred approxlmately ?00 feet
{o-tfre southiast of tire Slpf property. Althougir debris
avalqnches toove s]owly, they are destructlve becauEe a
"o,.,ita.tuble volun" oi'so1li debrLs (e.g. rack',. trees) , ls
caiiiea with the avalanche' Normal building wallE are not
i."i6i"e.lo--r"ii"i lne resutting forces, an5 substantial b aesliu"tion vould certainly occtir lf the building were reached.
RoclcfgLl, Rockfall can originate fron the Iinest,one cliffs some
400 feet above the Slpf propertyr or froril the ateep slope ,.
immed.iately below these cliffs. Rockfall has occurred In the
past aE evidenced by the 1arge rocks (sonre of whlch are clearly
ii rocftall originll tnat are scattered throughout the area.
nrrii"d'"nd bouicfni r"cfs can darnaged exposed surfaces through
impact-and/or by penetrating walIs, windows, or doors'
Tha avalanche, debris flow, and rockfall processes described
ifov* are not freguentl thiy probably will, not occur rnore than
one or two tines in a century at this locatlon' Holtever,
"ip"ii.""e in thlE and slmi1ir ereas and the fleld evldence
oniainea durlng the site vlsit proves they are-possible; they do
conrt-itute a-einite rlsk. ThIs-risk can be reduced by (1) .. .ii"cfif deslqn to resist avalanche and rockfall loads and (b) . b1'.
;'"i;-;";;tf;; irout ihe avalanche and rockfall phenonena so that
pJrioa" of, activity can be forecast. Both trarr and ltbrr are
iecomrnended at this and slmilar eites.
ADVERSE_DETIEETTSII
Neither snou or debris avaranches wilr be plrshed onto-adjacent )b puUff" or private property ?:^a result of the proposed renoder.'"
htris ts tri:e becauie if,"y-w111 reach the structure at srnali
velocitieE and witi lrnrne&iately be stopped by (or_penetrate). baclc
walIs. However, rockfall hazard to the property located to cne
n"iifr"usi will be increased lf enall rocks are deflected off the
Drorroaed west waII (below the new deck), and roll onto the
;aj;;;;[ i.i. rtis'problen wlth.deflectlon can be mitlsa_t.l_": \dlicussea below. Sinrltar deflection onto Lot 144 wiLl noE be a fl
tiorlen.
pEsrcN MgprFrcATroxs
the' problern with adverEe-deflectton of rocl<taff Aflcy;:"1-:l:S
;;; il-;irls;r;e ri ;-soria concrete waIl (shown,on the attached
!r^ - r--.! t.sJ --il'J"iisi',-iE-i"iri. ui tt" new.northwest co;n9r 9r !t.r:.lolldll?:
An alternate type oi w"ff deeign would_also be feasible if thiE
ilternate wall ilso reslsts the rockfall deslgn Faranet'ers
o .REC.D oci 2 1 tssz
discussed below. Thls valI should extend verticaLly up to the deck.level, (about 6 feaL above grade), and away fron the bulldlng eorner extendlng to the corner of the deck. The waIl
rnust be designed to stop a rolling rock 2 feet ln dlaneter (diiiirox. 700 lbs) r rollinq at 2o feet per second.
Please contact ne if you have any guestions.
Sincerely,
CWfL"rq. tilec,^.t
Arthur I. MearE, P.E.Avalanche-control engineer
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RICH AND KN.USEN DESICN
ANCHITECTTIN,E AND DEVELOPMENT. INC.
tooo Lidridt! t €p #5a, VriL Colordo t6tt ptEoo(97o),rCgrst f.r (rro) 4rG-rot3
DATE&ililE: 0f3114t97 8:il Atrl
PAGES SENT INCLUTXNG COVER):
PHONE NUMBER: (303) ss$ee32
FTYDRO.TRIAD, LlA /,t /r"ELf./Q/r% 9H_
FY ,
:,M
---ME TE "'3- '--lvib__ Tt -__L € r..Lb__ ,E
-:.::_
:1 -.j:.
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TO:
GOIIPAI{Y:
FROTI:
Ron Halley Jr., P.E.
HydeTiad, Ltd.
Sally Brainerd Fi'nr:==-
eiiir.r-: :Is J-.:--
-=.
RKD oFFfcE NutlBER lgTol 4t&lgxlS cal il therg ie a probtem wirh rhts fax.
RKD FAX NUTBER (07o147s-9023.
NOTES:
Hello, Ron.
Thanks very much for yor.rr fax yesterday. Hopefully, this response will serve as a verificetion of lhe ilems you listed, inC you can issue a iummary letter. As it tums out, the builditrg permit is ready to go, btrt the town wifl not release it without your letter. we would very nnrch appreciate it if pu could fax it direcrly to Terry Parsh at tlte Toryn of Vail public
ryorks Department, (97O) 4T9-2166. Thanks for your h-elp; I wilt took forward to hearing
trom you.
1. The exising retraining rtatl to the south of the woutheast property comer ls indeed stilt in placa, es drawn on the topographic sr.urrey.2' The $foot boiders will be provided wr.fr an anchoring syslem designed to withstand
30O lbs./sq. ft.
3' Th€ ioundation wetls on the soulh and east walls wi[ b€ 3-S feet (mosty 5 teet) above grsde, anctwiil bo Cl€sign€d 3OO lbs./sq.t lateral load.4. The windqms on the east will b€ glzed witrtr safuty glass.
i "-". ",o* """" *i." Ju5.ff 'qgi:#iW*_..u ,-/, f/o ( llq TRANSMITTAL
Jt rYDRo-rnrnO, tro.DATE:s/3l/e4 rr., o/f .,h
-i-
Jtt-To: Ron Hawby Mr_ _ rg
-FRoltf: salfy Brainerd / RKD _-- -rrb.
vfA: UPS __ ____
-|
RE; East vair ResidenGB- Bnh E^-^ _ .
=
E nce, Bob Bome project _rr\a.. .--'
ROn,Fife_
l was unabre to rocate a ont.., ^t -, *o H
out|wi||faxthemi".i*.o'oftherockfa||anddebris,,^.^,',]].""'"
thinss which may.""o.l:l i;;;;.' ;;ralf
and debris rrow fer
ve your purposes r" *Ju_l"ltl,i;;ilil,'"J:T#':H': ?:;
' Afl foundation wafrc ^^ -- 2.;/(, E A
are designed ro,. "'l,.ol,.tn"$#""na
rff"4 o we wi1 use .or"tlT" p7rq. t l;ffi,[:l: are 3 to 5 reet above srade, and
around,r," s*_*,iJlffH:"utders which_"iir, on the sit€r to provide a wafl
s, please feef free to calf.
lf ygu,haune any que
o o
l'*t-o/t8
.
&z/,4,4/'/4 ;:,;,ft?
t,/ /l 'o/ r4* lt/arn 5-u/,
A n"/o-n{ ,fzrzr/r/7-
a7,z/zz
,E+/
Printed bv Brent WiLson
*-'_:ry--'i:j:u-Frc)rn: Brent Wi Lr:rrrt
'l'o: P L7\N N ti R:l (f RC)Itt)
Iirrl) ie(:'t-. : fw,l: H.aza r-,C Lett(]r-
. INOTE:: =t / t<'t/t.\() I:2l1.,rrr:=
fI y(-JLr lr.a\.re recejwed a IetLer from a (rorrrru Lt:irlt re: lr:rzar-cls al 3R46 l,rtF-,i nc
f) L- i \/c, f,l.:aate .Let ln(: klrow.
L (J BtB+r \--!
,Jal ie (lr'()s si/()L<rs.l. j re f )eve 1(-)f)rtle n t
!!4 cr-!r.)q2 / .\()4-\\9I
tfw,1 t)y:. (ieor!te:Rrrtlrer-==l / I9/r\9::1 :4-LFm- -
L'w,l t,r: Brent Wi-Llroll
I recei\,t(]d Fhe letter ancl we discussed
-iL in I.'lanner s;taff la$t week. A coF,V
calr t)e f()rrrr.l in the f ile.
Darro. 1
. ,ri. . ,r fydir+':-l
Project Application
a
l,
Proiect
Project
Contact
Name:
Description:
Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description:L ol
Com ments:
Zone
-
Design Review Board
Motion by:
Seconded
Date
D ISA PPROVAL A PPROVA L
Su m mary:
,n", \,v *A l('t (11?
E Statt Approval
?u11-ct>a+
Qucstions? Call tlrc tning Strff at 479'2l2S
APPt,ICA'TION FOIT DBSIGN REVIEW APPROVAI-,
' R{ rJ -Q^2:e+
eJrNEBAl.lN-r!RMATloN
This applicatio,., is for any 1iljcct lcqtriring Dc-sign Rcvi",v npproval. Any projcct rcqtriring dcsign rcvi$v ntttst
r.cccivc Dcsig^ l{cvicrv approunl prior to sitrr'itti,tg for a buiiiing pcrrnit- Fo. spccific inforrttalion' scc thc subnrittal
rcqLrirc.rculs tbr tlrc particular approval that is rcqucstcd. T'hc al4iicatiorl carrnot bc acccptctl trntil all thc rcquircd
irrfor'ratio.issubr'ittcd.'t'1cprojcctt.ayalsoncctltobcrcvicwtdbythcT'orvnCotrncilartd/ortlrcI'lart'ingand
Ilnvironnrcntal cor nrissiorr. lirrign n.ui.rv Boar'd approvnl cxpircs onc ycnr aftcr final npplovnl ttnlcss a
brrildirrg pcrnrit is issucd and construction is startcd'
l)ESCRIPl'roN oF rrrE REQUEST; 4/<LD S/,r/+-(P- FA/z / /7'/ f/ o'*\ (
B.
l).
I-OCNTION OF PITOI'OSAL:LOT I3 BLOCK:- FILTNC:
PIJYSICAI, ADDITIJSS:gV, Lr.P,^.4-3-&
Nr,-.p-Q--5242-
F.NAME OIJ APPI-ICAN-I':Zab<tt, 11c'/\4
PFIONE:
ZONINC:(Lt
Nn ME Ol: OWNEI{(S):
( < z:.Lt,? /ffi
(;. .'fYin oF REVIEW AND l:l]E:'WN.r, Corrstruction - $200 Corrstnrctiotr of a ncrv building'
6 nu,i'*" : --
$50 ln{.:ludcs any aildition rvhcrc squarc footagc is addcd to any rcsidctrtial or
cotlnrcrcial building. .
D lllinol Altcrarion - $20 Includcs ntitror cltangcs to buildings and sitc inlprovcntcnts' suclr as'.
rcroofing, painting' *indo* adclitions. liurdscaping' fcnccs and rctaining
tvalls,-ctc'. il Conccptual llevicrv - $0 For any application whcrc thc applicant wishcs to lncct with Dcsigll Rcvicw
Roardtor]ctcnnincrvhethcrornotthcprojcctgcncrallyconrpliosrvitlrthc
dcsign grridclincs. Thc DRB docs not votc on conccpttlal rcvicrvs'
DRBfccsaretobcpai6atthetinrcofsubnrittal. Latcr,whcnapplyingforabuildingpcrmit,plcascidcntify
thcaccuratcvaluationofthcprojcct. ThcTolvnofVaii will adjustthcfeeaccordingtotheprojcctvaluation'
PLBASB SUBMIT THIS APPLICATION, ALL SUBMITTAI' REQIJIRDI\{BNTS AND THE FEE TO THE
DEPARTMBN,IoFCOMMUNITYDEVELOPMBNT,T5S0UTHFR0NTAGEROAD'
TCWN OFVAIL
MAILINC ADD
owN lill(s) sl GNA't'tl R Ii(S) :
MAII-INC ADDRESS:
VAIL. COLORADO 81657.
Updated l/97
BUILDING MATERIALS:
o
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:
VA8-
\,LG * Llrz-_
/,{b fa c-
Roof
Siding
Othcr Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Dcck Rails
Flucs
Flashings
C'himncys
'l'rash Enclosurcs
Grecnhouscs
Rctaining Walls
Exterior Lighting* *
Other
{l t u "a,c,:z<--c-LA-Z-
)-.' b Lte ct/
Ctt d op
eQL0&:*
/L/A r vze-c.
6'fro-t CJt*'-7 O(ud < s'f 67
? e u o< 3-r- v1'
/3(t r# eyf
CfUc:7 )r-+7 (3-t/ti-< ea-ey
f'/tatu -=-p
Et i s1 Gtt-n Y
{3 6 ,:cet7q,
Oct ck ey
fts(An-@rPl |-r
ho u LD €r2-
p M/Lf-L h*-kGno.aa
CAh(*ucR- 5r:PP64rS
es
* Pleasc spccify thc manufacturer's color, numbcr and attach a small color chip
** All exterior lighting must mect the 'f own's Lighting Ordinance 18.54.050(J). If exterior lighting is proposed,
plcase indicate the number offixtures and locations on a scparate tighting plan. Identify each fixhue typc and provide
ih. hright ubore grade, lumens output, luminous area, and attach a cut shcet of the lighting fixhres.
Cepqc- j[,
9t+.t etm4F\
PROPOSED LANDSCAPING
PROPOSED TREES
AND SI]RUBS:
EXISTINC TREES TO
BE REMOVED:
Botanical Nanrc
P, c+- f?v tu I et9
Fr--=------
-
*Minimum rcquircntcnts for landscaping:
Corrrnron Namc
$FR,r Le
F>(e*t
Sizc*
6-le
t^r P L.-t'
Ro.k 1P,?e4 \
C<:({lAur ruil \
1
s cnL
,l
J l/,l ,P e<(h.+t- /{v<
Quantity
5
ln
tl S*Ca
Typc
shnrbs
cocroa> Akre,
dcciduous trccs - 2 inch calipcr
conifcrous trccs - 6 fcct in hcight
- 5 gallons
Squarc Footagc
Ita GITOUND COVER
SOD
SEED
IRRICATION
TYPE OR METHOD OF
EROSION CONTROL
95f QftP
OTHER LANDSCAPE FEATURES (rctaining walls, fences, swimming pools, etc.) Please specify. Inilicate top and
bottorn elevations of retaining walls. Maximum height of watls lvithin the front setback is 3 feet. Maximum hcight of
walls elsewhere on the property is 6 feet.
fu Fhq.Gi-fts;*= F Ltsr(P€(a,:d.s
Qn-- t ?
o
U'TII,ITY I,OCATI ON VORI FICATION
'l'his forrrr is to vcrily scrvicc availatrility nrttl location for ncrv constnrclion lntl s6oultl Lrc uscrl irr corrjurrctiolr
rvitlr prcparing your rrtility plan and sclrcdulirrg irrslull;rtiorrs. 'l'hc locatiorr arrrl availability ol'utilitics, u,hcthcr
thcy [rc tttititt trrrrtk lirtcs or ploposcd lincs, tuust lrc npprovcd and vcriflcrl by thc follorvirrg utilitics for thc
acc<-rnrgnnying sitc plarr.
Atrtlrolizcd SiLrrlrlurc Dulc
I J. Si. Wcst (jonrrrru rr icat iorrs
I -800-922-191J7
46li-6tJ60 or 949-451()
Public Scrvicc Cernpany
949-5781
Gnry l-lall
I Ioly Cross lllcc(r'ic Assoc.
949-5892
'l cd FIusky/Jolur lloyd
'f.c. t.
949-5510
Iluyd Slluzar
Irlglc Ilivcr Watcr
& Sarrilation I)istrict *
47 6-'14tt0
I;r'cd I'luslcc
* I'icasc bling a sitc nllrrr, lloor plau, arrd clcvations rvhcrr oblairring Uppcr Eaglc Vallcy Wntcr & Sarritatiol
signaturcs. I'ilc llorv rrccds nrust bc arlttrcssctl.
NOl'ES:
l. Ifthc trtility vcrificatiort fornt hl-s sigurturcs lionr cach of thc utility conrplnics. iurcl rro
conlnlcllts arc ttritdc dircctly on thc lilrnr, thc Torvn rvill prcsunrc that tlrcrc arc no Droblcrns ap6
thc dcvclopni':rrt can pr.occcd.
lf a utility co,llp ny has conccnts with thc proposctl constnrction, thc utility rcprc.scntativc slrall
notc dircctly olr thc utility vcrification fbnn that thcrc is a problcnl rvhich riecds to bc rcsolvcd.
Thc issuc should thcn bc dctailcd in an attachcd lcttcr to thc Torvn of Vail. Horvcvcr, plcasc
kccp in nrind that it is the rcsponsibility ofthc utility conrpany and thc applicalt to rcsolvc
idcntificcl problcnrs.
Thcsc vcril'ications do not relicvc the corrtiactor of thc rcsponsibility to obtain a l\rblic Way
I'crnrit frotn thc Dcpartnrent of I'ublic Works at thc Torvn of Vail. Utility locations must bc
-obtaincd bcforc digging in any public right-of-rvay or eascrncnt rvithin tlre Torvn ofvail. d building p.rn,it i. not o Publi. Woy p.rnrit un,l n,urt 1,, obtnin.! ,rporot.ly.
co--tity Development Plan Routtu ao.-
Routcd To:Greg Hall, Public Works
Teni Partch, Public Works
Larry Pardee, Public Works
Mike McGee. Fire
- - --z -'rlr !,' -,(
| : r\)1-. ,, '. .-
Return To:Community Developmcnt
Date Routed:s/27 t97
Return By:6t04t97
Project Name:Bome
Projcct Addrcss:3846 Lupine Drivc
Project Legal:Lot 13, Bighom 2nd
Project Description:New single-family residcnce
Approved Denied (cite detailed reasons)Approved with conditions
Itt\ ,rn . \, ,.
7.\ lEag &fi(€ lrs exrthnq drrd propo:ed ctfl:rooc9 (Yro.a clearlq - tha.r- so.ne Qr-P,u\ r'qr5 c{ooot
(.o6lot){5 hC lll - ?lAae @ ?ho
-)) (rrrj..trorhnq qeee z'.1 tQ a teN 9eoht. -?ute- se *'e red (re.d pro"'.
4.) {or. ex\v(a.e (ourv wr h,l\l houc tobe r,p? Aa^:afo 4t ( Tr cx,<ts 4 lot oq ttta plan
- 1' gon u)t vn A Z'r rtucrg rt'cgao;ceg
16n U 9av<.n r L6rvg flard<, c€6a^:rd J? rna\ \qq1
Datc rcceivcd:
Reviewcd by:Date reviewed:
ZONE CHECK
Dar.t filtul zqt q?
Legaldcscriptionitot 17 Block-Filing
Proposed Total Rernaining
+ 4h9 = 4tbbx t "W
-ol
trp
29.tr
7o e)tu-
Zg
lD,7+l
ll'4
(30)(33)
Front
Sides
Rear
%.o
V
-,,2
Enclosed
/-K
Roquire
3'/6',
d,3
Goo@oD
Permitted. Slope -A--n hoposed Slope ? y'
Yes- No-
Yes X lto
I) Percent Slope (<>30%> Z-?loh
2) Floodplain
3) Wetlands
4) Water Course Setback (30) (SU lAt[y\!:
5) Geologic Hazards
a) Snow Avalanche
b) Rockfall
U
Phone fr6'qzbl
Phone
Zonc distict Pt9 proposcd use *+
totsiz* 14.9& Buildablearea
Allowcd
/rotl Cnrn bat\ + 4?6 =_417h_
/p.irary\nne
"/ Socondary G
* 675 = 425 crcdit plus 250 addition
r'Docs this roquest involve a 250 Addition? W
/ How much of the allowed 250 Addition is used with thrs reque*? 2l/V
71bq o +zs6 r' sitc coverage /oolo
,'Hcight
"/ Sctbacks
/landscaping (ro"/o Minimum ffi7b
/ RcainlngWall Heigbts
/ Parking
/Garage Credit
/ Driveway
Complies with TOV Lighting Ordinance
"/Arc finished grades less than 2:l (50%)
Environmental/Hazards
Previous conditions ofapproval (check property file
20'
l5'
l5'
e00) (r200)
Existing
,.(425)rcat)=_
+ (425) (675*) - -'-.-----'-
ls the property non-conforming? Describe:
c) Debris Flow
ltW Wa'to tq-
U,AMM
DESIGN REVIEW CI{ECKLIST
O SURVEY
,/
Project: I ,^l\2
Scalc
Benchmark
Legal desoiption
Lot Size
Buildable Area
EasemcnS
Topography
100 yr. flood plain
Water Cornse Setback
Environmanal Haurds
Trees
Utility locations
Spot elwations
B SITEPLAN
/Scale
Building Height
Encroachments
Setbacks
Site Coverage
EavcVOverhangs (4)
DeckslBalconies
Garage connection
Site Grade\Slope
Retaining Walls
Fences
r' Parking/Gaage
TumingRadius
',/ Driveway (access and grade)
Snow Storage
Fire Access
tr FLooRPLA}.IS
/ scale
/ cRFA
nA 250 additional GRFA
! C.i:rwt:VidcSpace
M EHU
tr BUILDhIGELEVATIoNS
\/ scale
-Yl CotorUr{atetias
/ Roof Pitch
EI LANDSCAPEPLAN
/ Existingtrces
/v Proposedhees
/ Lcgend
MISCELLANEOUS
-lW CondoAPProval
t/ Title report (A & B)
'/ Utility vaification form
Photos ofsite
Building matcrial samples
nh C.O. Verification
-h1! SunSUaOreogcs
&
-W
Utilities (undoground)
View Corridon
Variances
Plat restictions
t/
,/
,t/
,'/
/
\/
\/
r'/
,/
TOWN OF VAIL
D epartment of Com munity D eve lopme nt
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-24s2
June 4, 1997
Robert Borne
PO Box 4205
Vail, CO 81658
RE:3846 Lupine Drive/Lot 13, Bighorn 2nd Addition
Dear Bob:
Stalt has reviewed your application for Design Review Board approval for a new single lamily
iesiOen"e at g846 fupine'Drive. The lollowing items must be addressed and revised plans
submitted to our office by 12:00pm, Monday, June 9' 1997'
Planning/zoning issues
1. The hazard report from Arthur Mears regarding the avalanche hazard zone must be
amended to specily the type of mitigation lhat will be required. Your plans must then
accurately reflect these requirements.
Public Works issues
2. Any proposed culvert must be a minimum of 18" in diameler. Please revise your plan to
indicate this.
3. please define the existing and proposed contours more clearly. lt is difficult to determine
where some existing and proposed grades tie-in.
4. Finished grades exceed 2:1 in some places (see attached).
5. The curbcut for the driveway must be less than 24'wide. Your plan shows 30" please
revise.
6. A four-foot wide concrete pan, with a 2" invert is required at the entrance to the driveway.
The above issues must be addressed no later than noon, Monday, June 9th in order to remain
{,7 ""'"t'o "n'"'
on the June 18th DRB meeting.
at 479-2454.
Sincerely,
Should you have any questions, please leel free to contact me
[n*u-1,',XU*-*
Lauren Waterton
Town Planner
DRAFT
AVALANCHE EVALUATION
AND
MITIGATION MEASURES
LOT 13, BIGHORN SUBDIVISTON,
2ND ADDITION
VAIL. COLORADO
February, 1995
Preoared For:
Mr. Bob Borne
P.O. Box 4205 Vail, Colorado 81658
Prepared by:
HYDnO.TR!Aq UD
12136 West Bayaud Avenue, Suite 100
Lakewood, Colorado 80228
Telephone 3031989-8588 FAX 303889-9932
1.
TABLE OF CON-TENTS
AND NEEO FOR THE AVALAI{CHE
Page
I
BACKGROUND
EVALUATION
3.0 SNO}{ ENVIRONI.IENT
Figure 1 -
Figure 2 -
Figure 3A *
Figure 38 -
APPENDICES
Appendix A -
Appendix B -
Append'ix C -
2
2
?
.t
3
4
4
4
5
6
6
1
2
1,1 Location 1.2 Proposed Deve i ooment
2.0 SITE
2.1
2,2
2.3
2.4
CHARACTERISTICS
Terrain
ExDosure
Veqetat i on
Slope Analysis
4.0
5.0
3.1
3.2
3.3
AVALAI{CHE MAPPING
4.t
4.2
RESULTS
5.1
5.2
6.0 REC0I.fi.{ENDATT0NS 6
REFERENCES
LIST OF FIGURES
Snowfall and Snow DeDth
!{ind Deposited Snow
Aval anche Characteri stics
Criteria of Anal ys i s
Sl ide Paths
Drv Flowing Avalanche
Wet Spring Avalanche
Lot 13 Bighorn Subdivisjon - 2nd Addition
Snow Avalanche Hazard Zones of the Vail Area, Eagle County' Colorado
Avalanche Path Cross Section 1
Avalanche Path Cross Section 2
Sjte Inspection Summarv. Arthur I. Mears. Apri'l . 1994
Site Hazard Evaluation Summarv. Nicholas Lampiris, May. 1994
Avalanche l{odel Computer Runs
1.
AVALANCHE EVALUATION
AND
IIITIGATION MEASURES
LOT 13, BIGI{ORN SUBDIVISION,
2ND AOOITION
VAIL, COLORAM
BACKGROUND AND NEED FOR THE AVALANCHE
EVALUATION
1 .1 Locat'ion
Lot 13 of the second addition. Bighorn Subdivision. Vail. Colorado'is
'located on the southern corner of the intersection of Lup'ine Drive and Bridge
Road on the south flank of the Gore Creek Valley (see Figure 1). The lot abuts
other'lots of the second addition on the southwest and southeast boundaries.
Access to the propertv is via Bridqe Road or Lupine Drive-
The orientation of the general slope of the surrounding land is northeast.
A significant c'l iff (prjmarily a Iimestone outcrop of the Minturn formation)
extends continually from well east of the property to the "Terray" gully and
ava'lanche oath nearlv 1700 feet to the west.
A site investigation of this lot was comp'leted bv Arthur I. Mears, P.E. and
is summarized in Aooendix A. A previous rockfal'l investication concerning this
lot entjtled, "Hazard Evaluation, Lot l3. Bighorn 2nd Addition," May'1994 bv
Nicholas Lampiris is given jn Appendix B.
The general area of the1ot was identified'in "Snow Avalanche Hazard of the
Vail Area, Easle Countv, Colorado," 1975 bv Arthur Mears for the Colorado
Geological Survey as being subject to smal'l avalanches but not classified as
beinc sub.ject to ava'l anches originating from above the cliff band (Figure 2).
1.2 Proposed Development
There is currentlv a single family residence orooosed on the lot. The
building is to be located in approximately the center of Lot 13 with a p'lan
orientation 40 degrees east of true north.
2-O SITE CHARACTERISTICS
Terra'i n 2.1
The topography of the surrounding area rises to the south southwest. The
propertv is on a slope of approximately 10 horjzontal to l vertica'l (10H:lV).
Southof the property, the slopes increasesignificantly back to the cliffs. The
gentle slope that is noted on the lot continues to the north of the property.
The average elevation of the property is approximately 8385 feet.
?.2 Exoosure
Avalanches which may runout onto the property will originate on northeast
facing slopes. The amount of sunlight that these slopes recejvewi'l I be fim'ited
during the winter months. This wil1 influence the depth of snowoack which can
be expected as welI as the physical parameters of the snow. For this reason, drv
snow ava'lanches may occur during the winter months while wet snow avalanches
could develop in the sprinO once the exposure of this slope to the sunlight
'i nc reases .
2.3 Slooe Ana'lysis
The slope of the cliffs to the south vary between nearly vertical to a
ratio of 3 v€rtical to t horizontal (3V:1H). Falling snow wi'l 'l not adhere to
this cliff exceot for freezing rime or grauoel , which is verv unusual for this
valley. The release zone for an avalanche affecting the property would be below
the cl iffs.
2-4 Vegetation
The tree cover on the ]ot and in the areas to the south and west of the
propertv is moderatel y thick w'i th many aspens, but also with a significant number
of conjfers. some up to 24 jnches in diameter. While a site specific
dendrochronology or tree ri ng analysis has not been performed in the area, it is
obvious based upon other work done in the Bighorn subdivjsion that some of the
existing trees are on the order of 100 years old. The number of these sizeable
conifers in the area as well as the aspen with a profusion of low limbs stjl1
attached do not indicate significant ava'lanche activity in this area in the
recent past.
3-O SNOW ENVIRONMENT
3.1 Snowfall and Snow Depth
The release zones for avalanches that would affect Lot 13 are below the
cliffs. For th.is reason, snow pack critical to the avalanche potential for Lot
13 will be sub.iected to climatic conditions typical of the val]ey floor, not the
climatic conditions typical of ma.ior avalanche paths release zones near timber
'I i ne.
The design snow depth for thjs reqion were determined by analysis of snow
depth frequencies at measuring stations within the Colorado River Basin
(Reference 1). Based upon these records. a design snowfall depth of 1.25 meters
was selected for the avalanche analvsis. Localized snow deoths are likely to
exceed 1.25 meters, however, the 1.25 meter design depth is the mean depth over
the entire zone.
3.? Wind Deposited Snow
Due to the surrounding terrain, the particular area in which Lot 13 is
situated is relatively sheltered from the wind. Wind deposited snow will be
minimal and was assumed to be 0.25 meters. The design snowpack is the summatjon
of the snowfalIand the wind deposited snow, or 1.5 meters.
3.3 Ava'lanche Characteristics
The general climatic conditions within the upper Gore creek basins are
typical of the western slopes of the Colorado Rockies. Since 1962 these
conditions are fairly well documented in this region by Vai'l Associates as part
of their on-hill avalanche control work. The winter and early spring seasons
c'l imatic conditions are an imoortant aspect of the avalanche hazard within the
va I lev.
In recent history, Post Vail Inception (PVI , or thepast thirtv years), the
smal l ava'lanches along the southern f'lank of the val ley have almost exc'lusive'ly
been wet spring ava'lanches such as occurred in May of 1984.
4-o AVALANCHE MAPPING
4.1
The
o
Criteria of Analysis
criteria for this avalanche analvsis included the
Oetermine the extent of avalanche runout in the
fol lowing:
area of Lot 13.
Determine the velocities and
proposed building during the
forces that could be expected at the
des i gn ava'lanche.
Oetermine the specifications of a damming wall that would protect
the bui'lding during the avalanche.
4.2 Sl ide Paths
MaJor and mitror avalanche paths in this reqion have beett delineated by the
Colorado Geo'logic Survev and are presented in Figure 2.Eased uoon the
existing topographical maps of Lots 11 and |3 and the knowledge that the slopes
to the southwest of the property are most likely to produce an avalanche that
would affect lot 13, two potential avalanche chute cross sections were developed.
Figures 3a and 3b are graphic representations of these avalanche chutes.
Local slides are likely to develop jn the regions below the cliff face.
Since the area between the property and the cliffs to the southwest is relatively
void of'large channels or depressions, these localized avalanche flows will be
unconfined and wiII tend to flow perpendicular to ground contours..
5-O RESIJLTS
This avalanche study considered both dry flowing and wet spring type
occurrences. The classical dynamic model developed by the Sn'i ss (Voe11my, Saln
and Schaerer - Reference 2), as well as loca l Colorado ava'lanche studies
(Reference 3) were used to model the desi9n avalanches. Comouter runs of
potential avalanches at each of the two local slide paths are given in Appendix
5.1 Dry Flowing Avalanche
A dry flowing avalanche would be fast moving when compared to the wet
sprjng avalanche, The snow would also have a lower density.
o
The runout distance beyond the southern edge of the oropertv was ca'lcu'lated
to be as hiqh as 68 meters (223 feet). The drv flowinq avalanche velocit'ies at
the south corner of the proposed building ranged from between 13.1 and 17.9
meters per second. The velocities would be essentially the same for the entire
length of the building's exterior walls.
The oeak static and dynamic pressures created by the drv flowinq avalanche
on the southwest face of the bui lding would range from 512 to 688 psf'
5.2 l,let Spring Avalanche
The wet soring avalanches would also originate from below the cliff band.
These f 'lows wiII be s lower moving with fairly wet, dense snow. These ava'lanches
tend to flow perpendicu'lar to the ground contours of the area'
The total runout distance for a wet spring avalanche is calculated to be
46 meters (150 feet) bevond the southern property line. The veloc'ity of the wet
avalanche is expected to range from 10.4 and 13.3 meters per second.
The peak statjc and dynamic pressure on the southwest face of the proposed
bui lding would range from 385 to 686 psf.
6-O RECOMMENDAT IONS
Theanalysis show that there is potential for anavalanche with high normal
pressures to cross lot 13. Steps should be taken to reduce the energy of an
avalanche that approaches the tot to insure the integritv of the building.
Hydro-Triad, Ltd. recommends that a series of arresting or retaining wails
be insta'l led between the'l ikelv slide paths and the proposed building.
fhe supply of five foot diameter
the first in a series of two walls. The
bou'lders on the lot can be utilized for
boulders should be rnoved tocether so that
6
they form a wal I near the south and southwest
high retaining wall shou'ld be constructed
boulders.
property Iines. A
a minimum of 25
second five foot
feet beh'ind the
The series of wa] ls wiII reduce the energy of potent'ia'l avalanches by
res'i sting the natural flow of the snow and forcing snow to cascade over the
walls.
REFERENGES
U.S. Department of Agricu'lture Soil Conservation Service. Snow Freouencv
Analysis for Colorado and New Mexico Snow Courses, 1974, Apri'l ' 1974.
U.S. Department of Agriculture, Rocky Mountain Forest and Range Experlment
Station, Forest Service, Ava'l anche Dvnamics: Engineerinq Aoplications for
Land Use P lanni nq,, February, '1977.
Planning,
lut!, - ,t\
Speci al Publication 7, 1979.
1.
)
J.ilears, Arthur I.; Colorado Geological Survey, Dept. of Natura'l Resources,
APPENDIX A
SIT E INSPECT ION SIJMMAFTY
ARTHIJR I. MEARS
APRIL 1994
ARTHURI.MEARS, P.E., INc.
|{&rnl l{ladrCorultrlrr
tl?Ft@&,Ata
G.dcl".Lr El2J0
. nt -uJ.t2v,
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f1 I I 'l .!+
r-tcEll/ED-
April 21, 1994
Mr. Bob Bornc'
P.O. Box 4205 '
Vail, CO 81658
Dcar Mr. Bornc:
As your rcqucst, I conduacd a sitc inspccfion of Irt 13, Bighorn Subdivision Sccond
Addition on April 19, 1994. Thc purposc of my sitc inspcction r*as to dctcrminc if -:'..
a. thc buitding silc is cxPos€d lo snow avalancbcs;
b. thc sitc lics within thc "Rcdo or nBluc'avalarchc }azard zonc; and
c. a building can bc dcsigrcd such that it will rcsist atalanchc forcrs.
A. SITE EXPOSURE
The building sitc on [.ot 13 is within rhc lower portion of the dcsign-magnitudc ("10Fycar')
avalanchc runour zonc rcsulting &om avalanchcs originaring on an ENE-facing slopc bclow
thc limcstonc cliff band.
B. H.AZARD ZONATION
Thc building site will bc locatcd in a "Bluc," or nodcntc hazard avalanchc zons. Rssidcarial
construction in Blue zones is pcrmittcd by Vail Hazard RegulAioos. Rcinforc€mcnt of
cxposed buildiug surfaccs forivatanchc loads wilt bc rcquircd' ':
C. BUILDTNC DESIGN
Bascd on my cxpcricncc, dcsign on this lot is feasiblc and can bc accomplishcd without
difficulty. Thc bcst typc of design shoulJ bc dctermined aficr spccific consultation with mc
aftcr you dccide to procccd with this projcct.
Plcasc contact me if you havc any questions.
Sinccrcly,
A ,t r r AA Ltdt-t{. \ \Ualc
Arthur I. Mears, P.E.
Avalancht-bontrol cnginccr
trb lltotta . Ac,b'r.I,t t Aqbb&tnlEryd'e//il
APPENDI)< B
SITE HAZAFTD EVALTJA-TION SUMMARY
NICHOLAS LAMPIRIS MAY 1994
Nichotas Lampiris, ph.D.
COt{.Str tlr{G GEOTOGT6?
P.O. 80x 2 stLI. coLoRAOO 8t6s?
(303| rrc.s<06 12a X6u8s,
flay l B, t994
Robert Borne
50318 Snowshoe Lane V.ri I CA 816g2
REr Harard Evaluationr Lot 1.!, Bignor n Z^d Actdi tion
Dear I'tr. Borne:
I vtgr te(t the above rerf erencad lot in Vail recently for purpoles o.f a qeoloOtc he:ar.cJ evalndtion, asFecrtlly ag it pertains to rocll fell potential . As you tnow tnlr hacard ii cnown by the ?'own o+ Vai I 'E fidrFs alr af {ecting your property, with a ,,hlgh 5everity' clas$i frcatron. Snow avalanchc i" .f"o . Fotantial
;:;ili"t o,i"', .
tn* si t c b(rt has been rvetuatei bv ancrrhcr
l'rv $ernr"ral frndings are that the rock frll ha:ard rr i^dcect Ff'esent hrrt rg not Ecvr?rei how€vrgr. gqme ,nitrgation ii rn order.fhe steep hillside above your home ig at Inagt- SEO fcet high and is heavirv foreste.'- This lot is about loo feet irom the bag. of that hillside and tnerefore noi l j,krly to u" ,r.an.a by many boul der'6. The topography is -itso somcwhet favorabl e In thar therp iB a home betweetn msch of the slopc .nd your rita.
There at-e a number o{ brq boul ders on thc cit. which can be al iqtnFc, on the north srd€ u+ tne loc +or proteCiiJn .nct perhaps dirt can be placed between the boulders +o,r coir.siinr adcted bulIi,and for the potentidl +"r ""gei.ti on if that is deErred. The f'ocks shoulo be pl aced so as to al+ord m;rxtnum protcction. AB an added precaurti on the rlsHr of the horne rhould be designed qith a rear fqundation
.e'al r grotrudi ng about thrrr faet rbovc finiehed qrade and tse caoable ot' wittrstindinE +orce* of-;; io S,fO poundr per aqLtare foot. fhere _rhorrld bE n6 windoBs rn this intarval.
Drainaqe around the hone shourl d be provldecr end the home .hould n€ dDr:l gned to pFclvirnL the accumqlatlan o+ raoon-fae a5 th13 i5 becoming standard practice ln the state, solls inJeEtiEation {or purpoEes o+ proper f ourrdaLion design shoul d precede- cansCruqt i on.Becauge o.f the hdrar.cl regr.rl trt., oi, -o+ the Town o{ Val I , clre .!ust Irri taken to not t ncrease tne hi:ard to . n"ilito" by your atternptF at rnitrgatic:n.
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o
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APPENDI)< C
AVALANCHE MODEL COMPUTER RUNS
COLORADO
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rDesign Review Action *rm
TOWN OF VAIL
ProieaName: fu7A1*
Building Name:
Proiect Descriptton A/Al f { (
ontact, Address and Phone:
Legal Description: t-ot /J Block /- subdivisjon F'i luU &dt Zone District p/S
ProiectstreetAd ar""", 3 E{4 lad>+^< DvUt
Comments:
Board / Staff Action
Motion by:
Seconded by:
vote: 7-0
,]iJtttt
J o,."oo,ou, $ w*/'r'rg"d*'/a t'u''urnnhtu n*"ltt, * k rhyl { n u *t'ffi,7''
l/ r / ,\ V, t nJt,or**"*br^*'fn& ilfr|4ry tu,/t',e/' f: ft rd'fi'fr'h'f A'y"c
Conditions:
u
r,arif /
,/"^- fu k
Town Planner H#,W
r.vlr.d 7 /14/91
DESIGN REVIEW
m
B.ARD APPLrcArro* - *# oo
4N5;srnrni!
DATE RECEIVITUH'
DATE OF DRB MEETIilU:T
I.
A.
PROTTECT INFORMATION:
DESCRIPTION:
***f******
TYPE OF REVIEW:
l,/ new construction (g200.00)
Addirion ($50.00)
ADDRESS:8./L /uP.ve ,?r?'te
Minor Alteration (920.00)
Conceptual neview ($0)
Block LEGAL DESCRIPTION: LoT
Subdivision
If property is described by description, please provide to E.his application.
zoNrNG, ? l'Zr M PLf
D.
a meets and bounds
on a separate sheet
,Fg.oo oaty
1ega1
and atLach
NAME OF AFPLICA}ilT:Mailing Address:
a-
#'N
NAME OF
Mailing
APPLTCAI T'S
Address:
REPRESENTATTVE: S QA*
I.
.T.
Phone
NAME OF OIaINER(S) :
QWNER(S) SIGNATTIRE:
Mailing Address:;o (>os
l./t4tL - ca
APPI]ICATIONS WILL NOT BE PROCESSED WITHOW ONINER'S SIGNATIIRE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at the t.ime of submittal of the DRB applicaEion. LaLer, when applying for a buildinq permiE, please identify the accurate valuation of the proposal. The Town of Vail wilt adjusE the fee according to t,he tabte below, Lo ensure the correct fee
FEE SCHEDULE:
VALUATION
dr n A an ^nn y v I J-rJ,i.,t.,t,
$ 10,001 - $ s0, 000
$50,001 -$ 150,000
$150, 001 - $ 500, 000
$500, 001 - $1,000, 000 $ Over $1,000, 000
DESIGN REVIET{ BOARD APPROVAIJ ETPIRES
APPROVAIJ I'NIJBSS A BUII.'DING PERMIT IS
IS STARTED.
FEE
lD zv. vv
$ s0.00
$100.00
$200.00
$400.00
$500.00
ONE YBAR AFTER FINAIJ
ISSUED NiID CONSTRUCTTON
73oP'<trc
is paid.
/-,t
PRE. APPI.ICATION MEETING :
A pre-application meeEing wich a member of the planning
staff is encouraged Lo determine if any additional application information is needed. It is the applicant,s responsibility to make an appointment with the st.aff Lo determine if there are additional submittat requiremenLs.
Please note that a COMPLETE application will streamline the review process for your project.
In addition to meeLing submitLal requirements, the applicant. musL sLake and tape the projecL site to indicat.e properLy 1ines, building lines and building corners. A11 Lrees to be removed must. b'e taped. A11 site tapings and staking must be completed prior Eo the
DRB site visit. The applicant must ensure that. staking
done during the winter is not buried by snow.
The review process for NEW BUILDfNGS normalty requires two separate meetings of the Design Review Board: a conceptual revi-ew and a final review.
Applicants who fail to appear before the Design Review
Board on Eheir scheduled meeting daLe and who have nor
asked in advance LhaL discussion on their item be postponed, will have t.heir items removed from the DRB
agenda until such time as the item has been
republished.
The following items may, at the discretion of t.he zoning administrator, be approved by t,he Comrnunity
Development DepartmenL staff (i.e. a formal hearing "before't.he DRB may not be required):
a. Windows, skytights and similar exterior changes which do not alter Che existing plane of the building; and
b. Building additions not visible from any other lot or public space. At the time such a proposal is submitt.ed, applicants must include letLers from
adjacenL property owners and/or from the agent. for or manager of any adjacent condominium association staLing Lhe associaLion approves of the addit.ion.
If a properLy is located in-a mapped hazard area (i.e.
snow aval"anche, rockfall, flood plain, debris f1ow,wetland, etc.), a hazard study must be submitted and the owner must sign an affidavit recognizing the hazard report prior Lo the issuance of a buitding permit.Applicants are encouraged Lo check with a Town planner prior to DRB application to determine the relationship of t.he property to all mapped hazards.
For alI residential consLruct.ion:
a. Clearly indicate on Ehe floor plans t.he inside face of the exLerior structural wa11s of t,he building; and
b. Indrcate wtth a dashed lrne on the site plan a four foot distance from the exterior face of the building wa11s or supporting columns.
If DRB approves the application with conditions or modifications, all conditions of approval must be addressed prior to the application for a buildinq permit..
II.
III
A.
EI
n
, \?.
E.
rv.v
NEW CONSTRUCrION
/
,.{.
.,{.
f(, twl 6
..( .t4
+;dllAr*r0i E s. Rock outcroppinss and other2sisn-iflEanT-n-ertma '- g/.pr^Nt1 features jtu1l" boulders, (.olermiLLent streams
orM, htWfi^fral;o*fu"'t1
Aldr,
"$
s!J.J.rtg \-,, J_ -, LJ. s;<,ttttp vJ. ry!ggr!9, .r. gr.:lgJr \l \y!
;1nf )sEream setback, and 100-year flood plain, if
Y ..'applicable. Slopes of 40t or more shall be .a ,,' cL€arlv delineated bv cross hatchino...' c/€arly delineated by cross hat.ching.
\ /Tles to exist.ing benchmark, either USGS landmark iv or sewer invert. This informaE.ion must be clearly stated on t.he survey so thaL all measurements are
based on the same starting point. This is particularly importanE for deEermining building height and driveway slope. See Policy On Survey Information, for more information regarding
surveys.
(g. .Locations of the following must be shown:
Ja.Size and type of drainage culvert.s, swales,etc.
Exact location of exisEing ut.ility service lines from their source Lo t.he structure,including:
Cable TV
Telephone
Se'irer
Water
Gas
ElecEric
lW A11 utility meter locaLions, including any pedestals to be located on site or in the righL-of-way adjacent t,o the site.
Property lines - distances and bearings and basis of bearing.
Indicate all easements identified on the subdivision plat.
a.
Os.Provide spot elevations at the edge of asphalt,along Lhe street frontage of the property at
Ewent,y-tlve toot inlervals (25'l , and a minimum of
one spot elevation on either side of the lot.
site Plan
1. L,,ocations of Lhe following must be shown:
,-/a. Exiscing and f inished grades.
\-/ b. Proposed surface drainage on and off site.
=. .,, l_ 14. Three copies of a recent topographic survey, stamped by
ll U(4 Fr" T _,,a Colorad,o Professional l-,icensed Sunreyor, at a scale F
Adt-ogq$ 6.Sot 1,' = 20, or largrer, on which the fotlowing U -' information is provided:
Lot area, and buildable area when different than 1ot area.
Legal description and physical address.
?wo foot contour intervals unless the parcel
consists of 6 acres or more, in which case, 5'
contour int.ervals may be accepted.
Existing trees or groups of t,rees having trunks with diameters of 4't Or more, aS measured from a point one foot. above grade.
Hazard areas (avalanche, rockfalI, ecc.),centerline of streams or creeks, required creek or
t5.
./c.Proposed dri-veway, including percent slope and spot elevations at the property 1ine,garage slab and as necessary atong the centerline of the drive to accurately reflect driveway grade.
-1 f d. A 4' concreEe drive pan at t.he edge of ' asphalt. for driveways that exit Lhe st.reet in
an uphi11 direction.
A11 existing improvements including structures,
landscaped areas, service areas, storage areas,walks, driveways, off-streeE parking, loading areas, retaining walls (with top and bottom of wall spot elevations) , and other exist,ing site
improvements.
In order to determine proposed building heights elevaLions of all top roof ridges, and eaves when
deLermined necessary by the zoning administrator,shall be indicated on the site plan with exist.ing
and proposed contour lines shown underneath.
Landscape Plan (1" = 20' or larger) - 3 copies required
"t 1. At a minimum, the following information must be provided on the landscape plan:
'-/ 4. L,ocation of existing t.rees 4" diamecer or larger,
,/ A. Type, size and location of all exisLinq and proposed plant material,
"/c. Locat.ion of alt trees to be t.ransplanLed,
/d. A derailed legend of all proposed plant
materi-al including conmon and Latin names.
2. The location and type of exiscing and proposed watering systems Lo be employed in caring for plant material following it.s installation.
t-/3 . Existing and proposed cont.our lines. Retaining walls should be included wiLb the contour information with Lop of wa11 and bottom of wall elevations listed.
v/ 4. Complete the at.tached l_andscape materials list.
\,/D. Siqn of f from each utility companv verifying the location of utility serwice and availability (see
aEtached ut.ility verification form) .
t-rte- A preliminarv title reDort Schedule A and B must
accompany all submittals, to insure property ownership and identify all easements affecting Lhe subject
r.\rl..tr'\6ff.rt !,r vPvr Ll' .
-F. Architect.ural Plans (L/8n = L' or larger, L/4n is
@ review) 3 copies ire reguired.
,/,/ L. Floor plans and all elevations of Lhe proposed
development drawn Lo scale and fu11y dimensioned.The elevation drawings must. show boLh exist.ing and finished grades.
.-/2. One set of floor plans must be "red-lined" Lo show how the gross residential floor area (GRFA) was calculated.
Exterior materials and colors sha11 be specified on the attached materials list. This materials Iist must be completed and submitted as a part of the applicat.ion. Color chips, siding samples etc., shall be presented at. the Desiqn Review
4
4
f,'.
Board meeting. .Details including, but not limited t.o fascia, trim, railings, chimney cap, meter locat.ions, eEc. must be shown qraphically and fully dimensioned.
-6. zone check tist (attached) must be completed if the project. is located within the Single-Family,
Primary/Secondary or Duplex zone districts.
. PhoLos of the existing site and where applicable, of adjacent structures.
Y. The zoning Administrator and/or DRB may require the \ submission of additional plans, drawings specifications, samples and other mat,erials (including
a model) if deemed necessary to determine whether a project will comply with Design Guidelines.
V. MINOR AIJTERATIONS TO rHE EXTBRTOR OF BUIIJDINGS.
Photos or sketches which clearly convey the redevelopment proposal and the location (site plan) of Lhe redevelopment proposal may be submi-tted in lieu of the more formal requirements set forth above, provided all imporLanL specifications for the proposal including colors and materials t.o be used are submitted.
VI . ADDITIONS - RESIDENTIAI-, OR COMMERCIAIJ
A. Original floor plans wit.h all specifications shown.
B. Three sets of proposed floor plans L/8" = L'or larger IL/A"-f ispreferred)
C. Three copies of a site plan showing exisLing and proposed construction. fndicate roof ridge elevations with existing and proposed grades shown underneath.
D. Elevations of proposed addit.ion.
E. Photos of the exist.ing sLrucLure.
F. Specifications for at1 materials and color samples on materials list (attached) .
At the request, of the Zoning Adrninist,rator you may also be required, to submit: t
c. A statement from each uLiliLy verifying locat.ion of service and avaj.Iability. See atEached utility location veri,f ication form.
H. A site improvement survey, stamped by registered
Colorado Professional L,icensed. surveyor.
I. A preliminary title report, to verify ownership of propert.y, which list.s aII easements.
VII. FINAIJ SITE PIJAN
once a buiroing permLt. has been issued, and construction is
underway, and before the BuiJ.ding Departmenb will schedule a framing inspection, two copies of an Improvement Location CertificaEe survey (fLC) stamped by a registered professional engineer must be submitted. The following informaLion musL be provided on the IL,,C:
A. Building location(s) with ties to property corners,i.e. disLances and angles.
B. Building dimensions Eo the nearest tenth of a foot.
D.
E
G.
H.
Atl utility service line as-builLs, showing ttDe of material used, and size and exact location of lines.
Basis of bearinq to Lie to section corner.
All properLy pins are to be either found or seE. and stated on improvement survey.
All easements.
Garage slab elevations and all roof ridge elevations with existing and proposed grades shoqrn under the ridge lines.
VIII . CONCEPTUAI. DESIGN REVIE}T
A. Submittal requirements: The owner or authorized agent of any project reguiring design approval as prescribed
by this chapter may submit plans for conceptual review by Ehe Design Review Board to the Department of
Communit,y Development, The conceptual review is
int,ended to give t.he applicant a basic underst.anding of the compatibility of their proposal with the Town,s
Design Guidelines. This procedure is recornmended primarily for applications more complex than single-family and two-family residences. However, developers of single-family and two-family projects sha11 not, be
excluded from the opportunity to request a conceptual design review. Complete applications must be submit,ted
10 workinq days pri.or to a scheduled DRB meeting.
The following information shall be subrnitted for a conceptual review:
l-. A concepLual site and landscape plan at, a minimum scale of one i-nch eguals twent.y feeE;
2. ConcepLual elevations showing exterior materials ' and a description of Ehe charact.er of Lhe proposed
s Lruct.ure or s tructures ;
3. SufficienE. information to show the proposal
complies with the dewelopment standards of the zone d.istrict in which the project is to be located (i.e. GRFA, sice coverage calculations,
number of parki.ng spaces, etc,);
4. Completed DRB application form.
B. Procedure: Upon receipC of an application for conceptual design review, the Department of Community Development shall review the submitted maLerials for general compliance wiLh the appropriate requirements of the zoning code. If the proposal is in basic
compliance with Lhe zoning code requiremenLs, Ehe project shall be forwarded to the DRB for concepEual revi-ew. If the application is not generally in
compliance with zoning cod.e requirements, the appllcation and submittal materials shal1 be returned to the applicant with a written explanation as to why the Community Development Department staff has found the projecE not to be in compliance with zoning code requtrement.s. once a complete application has been received, the DRB shall review the submitted conceptual ' review application and support.ing material in order to determine r^rhether or not the project. generally complies with the design guidelines. The DRB does not vote on conceptual reviews. The property owner or his representaEive shall be present at the DRB hearing.
NAME oF pnoficr: P--rrv FAet Vail
LEGAr-, DESCRTPTTON: LOT_..j1 BLOCX I
STREET ADDRESS:
The following informaE.ion is
Review Board before a f,inal
A. BUIIJDING MATERIAI.TS:
Roof
Sidinq
Other Wall Materials
Fascia
Soffi hs
Windows
Window Trim
. Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
ReLaining walls
Ext.erior Light.ing
Other
required for submittal
approval can be given:
TYPE OF MATERIAI,
to Ehe Design
COLOR
SUBDTVISION
LIST OP IIATBRIAIJS
d"r €habo Hatrrral
khlaf€arwta\a,
lro fia
L4 "o)
Tain+.A f-Iatal
*ov..
paid€{
Designer:
Phone:
B.LANDSCAPING: Name of
_
Common Name PLAIVT MATERIAIS:
PROPOSED TREES
AND SHRUBS
Botanical Name
*Indicate caliper for deciduous trees.r nches. Indicat,e
l"
Jr Ouattitv Sj.ze*'l
6t-tol W _+"
Minimum caliper for height for coniferous trees.**Indicate size of proposed shrubs.
5 qaIIon.
Type Scruare Footaqe
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. LANDSCAPE LTGHTING: rf exterior lighting is proposed, please
shol^r the number of fixtures and locations on a separate
li.ghE.ing plan. IdenLify each fixture from the lighting plan in the space below and provide Lhe height above grade, tlpe of 1ight. proposed, Iumen output, luminous area and a cut sheet of the light. fixture. (SecLion 18.54.050 J)
OTHER ITANDSCAPE FEATURES (ret.aining walls, fences, swimming poo1s, etc.) Please specify. Indicate heights of retaining wa1]s. Maximum height of wa11s within the front setback is 3'. Maximum height of walls elsewbere on the property is 6,
D.
Regulatory Sectl.on
o
DEPARTIIENT OFTHE ARMY
U.S. ARIY E}IOINEER OISTRICT, sACRAIEXIO
CORPS OF EXGITICERS
I32' J STRECT
SAGRAIEITO, CALtFORiltA ei'tr1+,',22
l(ay 20, L994
(r'ee47s119)
lilr. Robert Borne
PoBt Offlce Box 4205 Vail, Colorado 81658
Dear Ur. Born€:
f an regponding to your regueet on th€ presence or absence of jurisdictional wetland on your property ln the Toun of vall.
The subject property le located slthin Sectlon 11, $ange 80 lilest,
Eagle County,
"
Colorado.
Baaed on the delineation report by l'tr. llartln ltlller of
Aztech Envl.ronuental, dated llay 4, 1994, w€ have deternined that your property does not contain Juriedictional wetlande qnd a
Departnent of the Arny pernlt ig not requl.rcd to nove toruard with your proJect. should you have any queetlong, you may
contact ur. Randy Snyder at tetephone number (303) 243-1199.
Copy Fu,r-nlshed:
ur. uartin ,l{iller,crand Junction,
4d2-Rood Avenue,
Grand Junction,
Aztech Environmental,colorado 81502
Roon 142 colorado 81501-2563
Pogt Office Box 2832,
fv, -\.)
\-\r-. ltcNure
pbtern Colorado Regrulatory
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
P.O. BOX 2
srLT. coLoRADO 816s2
(303) 87e5400 (24 HOUHS)
Arrgurit ?9., tqS4
Rohert Borne
5ll52F $nowshoe Lane Vail CA 8I63i7
REr Hasard Evaluation., Lot 13r Bighorn lnd Addition
Dear Mr. Borne:
I visited the above referenced tot in Vail recentl y lor pLrrposes o{ a Eeologic hazard evaluration, especiaLly as it pertains to roclr {all potential . AE you know this hazard is shown by the Town o{ VaiI's maps as a{{ecting your property, with a ,,high
severity' classi{ication. $now avalanche ig also a potential haeard at the site hut has been Evalurated by another professi onal .Althor-rgh debris {Iow areas o{ potential hazard,as ,napped by Art Mears, appear to excL rrde the area o{ the lot proprosed {or developlrnent, it wi I I he diecr"rsiEed.
l"ly generat f indirrgs are that tlre rock {al I hersard is indeed present but is not sreverei however some mitigation is in order,The steep hillside abctve your home is at ltlast.35rl feet high and j.$ hsravi 1y {nrr+sted. This }ot ig ahourt l(:)() .f eet {rom the bage o{tlrat hillsiide and there.for-el not tihlely .[cl lre r*ached by many
trourl cJers. 'f'he topoeraphy i$ aLao sclmewhat {avorable in that there is a horne between rnuch o{ the slope and your site.
There are a number c|{ big boulder* on the eite which can be aligned on the north side o+ the lot {or protaction and perhaps
di, rt can be pl ace*rJ between the bourl ders {or coheai on , aclclad bul },; ,and {or the potential +or vegetation i{ that iE desired. Tha rockg should be placed so as to a{{ord maN imum protection. As an
added precaution the rear of the horne should be designed with a
r'6ns1r +oundat,ion wal I protrr-rdi ng about three {eet above {in j.ghed
gracle ancl be capabl e o{ wi thstandi nE f orces o{ r"rp to 3Cr(r pounda p€r squarsi {oot. There sholtlcl be no windows in this interval ,
These mitiEative steps will also serve to protect the home {rom any debris {lclws which may travei thi5 far .from the baFe of the
sI ope,
Drainage arourrd the horne shoLlld be providecl and the home shoLrlcl be designed to prevent t"he accumi-rlatlon of radon gas aE this is
becoming standard practice in the State. Soils investigation {or pLtrposeE o{ proper foundation degiqn sihoLtld precede construction.
Because o{ the haaard regulationg o{ the 'fown o{ Vail, care must b6 tal,ien tn not i ncr{Fdtse th6 har ar.ci to a neli qhbor by your
attempts a'E mi t i gart i on .
The property doer Iie in a geologically sensitive area, blrt devel opment will not increase the ha:ard to other property, or strurctures, or to public rights-o{-wayn roads, streets,easements, utilitiee or {acilities or other pnopertier o{ any ki.nd. I{ there are {urther questlons, please contect me.
$ingrpLy14 ,../'n /l I ./ // /ul/ ' /-72r*,
Nichol as La/mpi r i s
ConEulting 0eologirt
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST
P.O. BOX 2
stLT, coLoRAoo 81652
(3{}i}) 876-54m (24 HOUBS)
l'lay lB, 1?94
Robert Borne
50528 Snowshoe Lane
Vail CA 81657
RE: "Hazard.Evaluation, Lot 13, Bighorn 2nd Addttion
Dear Mr. Eornel
I vieited the above referenced lot in Vail recentl y {or pur.poBeg
of a geologic hazard tsvaluation, especirlly aE lt pertains to
rock fall. potenti aI . As you know thie hazard is Bhown by the
Town of Vail's nap6 as af+ectinq your prgperty, with a "high sevsrityl clags5i{ication. $jnow aval anchr .ie algo a potential
harard at the ri te but ha8 brcn ovalu.t€d by anothcr
prof aae i onal .
My deneral +indings are that the rock {aII hazar.d is indeed
present but is not severe; however Eome ,nltlgstion iE in order.
The steep hillside above your home is at least 350 {eet high'and is heavily .f ore6ted. This lot is about lOO feet from the bage of
that hillside and therefore not likely to be reached by many
houlders. The topography i,s algo so,newhat favorable in that
there is a home between much of the glop|' and your 'eite.
There are a number of big boulders on the site which can be aligned on the north side of the lot for Frotecti on and perhaps
dirt can be ptraced between the bouldere for cohesion, addad bulk,and {or th.e potential for vegetation 1{ that le dcsired. The
rocl::s shourld be placed so as to af f ord maxlmum protection. As, an
added prqcaution the rear o+ the home ehould be designed with a
rear .f oundation walI protruding about threa feet eboye {inished
grade and be capable o{ withstanding {orcoc of up to 5OO poundg
per square {oot. There ghould ba no window3 in this iiitervel. ,.
Drai riage around the home should be provldrd and the home should be dersigned to prevent the accumulation o{ radon, gae as thiB i6
becoming standard practice in the State. Eoile inveetigatibn for purpores of proper foundation design should precede construction,
Because of the ha:ard regLtlati one o{ the Town o{ Vail, care .muist be. taken to. not increase the hazard to a neighbor by your
attempta at mitigation.
o
The propei'ty does li3 in a geologicrl ly lrnsltivr
-
rr.r, but
develbpm'ent.wtll not incrbabe the hazerd to other proprrtyr or
stririturesr 'oF to public rightr-of-wryr rotdsr strcetet
eareflrentB, utllltieE or facilitias or othrr proportlcr cjf ahy
kind. tf there ere further question6r ple.t. contact ne.
Wk,,
Coneultlng E-ol ogi 3t
o
INC.ARTHURI.MEARS, P.E.,
NrrunltLru&Coultrm
222 Ea Codic Avc'
Gmiro, Colqrd" 81230
n?'641't2r6
April 21, 1994
Mr. Bob Borne
P.O. Box 4205
Vail, CO 81658
Dear Mr. Rorne:
Ar your raqucstr I conducted a titc inspection of Lot 13, BiSborn subdivision second
nO,iirino on nprit 19, 1994. The purposc of my sitc inspcction was to dctcrminc if
a. the building site is exPosed to snow avalanchcs;
b. the site lies within the "Red" or "Bluen avalancbe hazard zone; and
c. a builtling can be dcsigrred such that it will resist avalanche forces.
A. SITE EXPOSURE
Thc truilding sito on Lot 13 is within the lower portjo.n of the desigrr-magnitude ("1(X)-ycar")
avalanche runout zonc r.*fting ftom avalanchcs originating on an Ep-facing slopc bclow
the limestone cliff band.
B. HAZARD ZONATION
'I'hc lruiftling site will be located in a "Blue," or moderate hazard avalanche mne' Residential
construction in Blue zones is permitted by Vail Hazad Regulations' Reinforcenent of
cxposcd building surfaccs for avalanche loads will be required'
C. BI.IILDING DESICN
Bascd on my expeticnoc, d6ign on this lot in feasiblo and can bo accompliehed without
tliliiculty. 'fhc bcst typ" of Oitigtt should be determinod rfter spccific consult{ion wlth mc
-".'::::,':,il,;":', il- .f s,(&NS-*-
Sinccrcry, en"r$tH.; X S\ t{"
/'\ , ,, rr . r\.4 ii:{i"*r*l vvaa -,{fi ,Yl^d-t\Arlhur l. Mcars, P.E. hd4J < t-
Avalonche-controlcngineer V N t\
" A hrt|y.coirry' Eatresa
Amerllan Lrnd Tlrl. Arroclstion CommltnlDModitlrd tO/?3
" t'..\ a t-
COMMITMENT FOR TITLE INSURANCE
STEWART TITLE GUARANTY COMPANY, A Texas Corpdration, herein calied the Company, for
valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in
Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate
or interest covered herebv in thiland described or referred to in.Sihedule A, upon payment of the
premiums and charges therefor; all lubject to the provisions of Schedules A and B and to -the Cond itions
and Stipulations hereof.
L
This Commitment shall be effective only when the identity of the proposed Insured and the amount
of the policy or policies committed for have been inserted.th Schedule A hereof by the Company.
either at the time of the issuance of t!i1 Commitment or by subsequent endorsement.
This Commitment is preliminary to the issuance of such policy or policies of title insurance and all
liability and obligations hereunder shall cease and terminate gix,months after the eff€ctive date hereof
or when the policy or policies cgmmitted for shall isue, whichever first occurs, provided that the
failure to issue such policy or policiet is not thd'fatlnbf the Company. This Commitment shall not be
valid or binding until countersigned by an authorizd officer ol agent.
lN WITNESS WHEREOF, the Gompany has caused this @mmitment to be signed and sealed, to
become valid when countersigned by an authorized officer or agent of the Company, all in accordance
with itsBy-LawsThisCommliment iieftectiveasof thedatestrown inScheduleAas"Effective Date"'
ISSUED BY
STE'WAR.T TITLE
GUA RA NTY COMPANY
STE\fAITT TITLE
S.tn il) ,4 ( otlltttr'l
rman o
Countsrsign€d by:
City, Srat€
Stewart Title of Earle Count
Authorized sisnstorp,O. BOX 2000
s.ri8l No. C.1601- 4 1 L426
SCHEDULE A
oRDER NITUBER: 94010354-C2
1. EFFECTM DATE: Ylay 26, 1994 at 8:o0 A'M'
2."POLICY OR PqLICIES TO BE ISSUED: AMOUNT OF INSUR,ANCE
A. ALTA OWNER' s PoLrcY - $ 210 ''oo0 ' 00 --- FnoFosED rNsuRED: RoBERT BoRNE
". oiro LoAN PoLrcY - FnoposED TNSIIRED: vArL BANK
C. ALTA LOAN POLICY
PROPOSED INSIJRED:
3. THE ESTATE OR TNTEREST IN TqE LAND DESCRTBED'93 REFERRED TO IN THrS
COMMITMENT AND COVERED HEREIN-ff.'FEE-Si}'iFiN ENP TITLE THERETO IS AT
iiu ErrscrrvE DATE HEREoF vEsrED rN:
SUSAN EII,EEN KOPFF
4.THELANDREFERREDTOTNTHTSCoMMITMENTTsDESCRTBEDASFOLLOWS:
Lot 13
sicnoRN suBDrvrsroN sEcoND ADDrrroN
ilE'6i-dins-Eo-tne plat recorded Jurv 22'
No. 97704.
9 TBe
I
1963 as RecePtion
I COT'NTY OF EAGI.,E
STATE OF COLORA-Dq.
THIS C2 COI.TMITMENT WAS
i ^ PLEASE CALL LYN SULLTVAN
PRE}IIITM:OWNERS: 743. O0 j'
UORTGAGEE: TBD
TAX CERT.: 10.00
copies to:Robert Borne
susan Eileen KoPff '' sue Rychel
Glnny culp
Dan Doerge, VaiI Bank
PREPARED ON JttNE 9, J-.994'
AT (303) 949-1011
FOR QUESTIONS
STEI{ART TITI,E
OF EAGLE COT'NTY, INC.
P.O. BOX 2000 vArL, CO. 81658
(303) e4s-1011
o
SCHEDULEB-SECTIONl
ORDER NITMBER: 94010354-c2
REQUTREMENTS
THE FOLLOWING ARE THE REQUIREII,IENTS TO BE COMPLTED WTTH:
ITN.! (A) PAYMENT TO OR FOR THE ACCOT'NT OF THE GRANTORS OR MORTGAGORS OF THE FI'LL CONSIDERATTON FOR THE ESTATE OR INTEREST TO BE INST'RED.
ITEX'i (B) PRoPER INSTRWENT (S) CREATTNG THE ESTATE oR INTEREST TO BE INSITRED l.lUST BE EXECIIIED AND DULY I'ILED FOR REcoRD, TO WIT:
1r Execution of affldavit as to Debts and Liens and its return to Stewart Title cuaranty Company.
2. Evidence satisfactory to Stewart Title Guaranty Conpany of paynent of all outstanding taxes and, assessnenls as ceitified by The Eagle County Treasurer
3. Execution of Certificate - Entity Transferor/fnd-ividual .Transferor and its return to the-office.
Evldence satisfactory to Stehrart Title Guaranty Conpany that the real estate transfer tax assessed bv the Town of Va-iI has been paid or that the transaction is exeinpt fron saifl tax.'
I )ffi. Deed fron Susan Eileen Kopff , vesting fee sinple title in 4r Robert Borne.
i Notp: NorATroN oF THE LEGAL ADDREss oF THE GRANTEE MUsr AppEAR
ON THE DEED AS PER 19.76 AMENDMENT TO STATUTE ON RECORDING OF DEEDS cRs 38-35-109 ;,(2) .:
6. Deed of Trust frorn the Borrower to the public Trustee for the use of the proposed lender to secure the loan.
NOTE: In the event a Power of Attorney is used in connection with this transaction, please note the- following requirenents:Said Power of Attorney must be dated no more thSn six months before date of said transaction.Power of Attorn-ey qgs! meet approval of Stelrart Title cuaranty ' Conpany, and should be presented to stewart Title Guaranty Conpany prior to closing by at least one week.
NOTE: For an.additional charge, Ste$rart Title of Eagle County will..provide any copies of ex6eitions as shown on Sc6edule B --
Section 2.
4.
SCHEDULE B - SECTION
EXCEPTIONS
ORDER NWBER: 94010354-C2
THE POLICY OR POLICIES TO BE TSSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING T'NLESS THE SAME ARE DTSPOSED OF TO THE SATTSFACTION OF
THE COMPANY:
' 1. RIGHTS OR CLAIT'IS OF PARTfES IN POSSESSION NOT SHOWN By THE
PT'BLIC RECORDS.2. EASEI'{ENTS, OR CI"AIMS OF EASEMENTS, NOT SHO}JN BY- THE PUBLIC
RECORDS.3. DISCREPANCIES, CONFLICTS IN BOINDARY LINES, SHORTAGE IN AREA,
ENCROACH},TENTS, AND ANY FACTS WHICH A CORRECT SURVEY AND
NSPECTTON OF THE PREMISES WOULD DTSCLOSE AND WHTCH ARE NOT
SHOWN BY THE PUBLIC RECORDS.4. ANY LIEN, OR RIGHT TO A LIEN, IOR SERVICES,.LABOR OR MATERIAL
HERETOTORE OR HEREAFTER FI'RNISHED, IMPOSED By LAW AND NOT , SHOWN BY THE PUBLIC RECORDS. i 5. DETECIS, LIENS, ENCITMBRANCES; ADVERSE CLATMS OR OTHER MATTERS,IN ANY, CREATED, FIRST APPEARINe TN THE PUBLIC RECORDS OR
ATTACHTNG SUBSEQUENT TO THE EFFEqTIVE DATE HEREOF BUT PRIOR TO THE DATE PROPOSED INSURED ACQUIRES OF,RECORD FOR VALUE
THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS
COMI'IITI{ENT.6. T'NPATENTED MINING CI.ATMS,. RESERVATTONS OR.EXCEPTIONS IN PATENTS OR AN ACT AUTHORIZING THE ISSUANCE THEREOF;.':. WATER RIGHTS CI,AIMS OR TITLE TO WATER.
NOTE: rrl,tECHANIC'S LIEN" AND/OR rrcApl PROTECTION : (EXCEPTIONS 4 AND 5 ABOVE) MAy BE AVAILABLE WITH AN
OVINER'S POIJICY OF TITLE INSI'RANCE ON RESIDENTIAL
PROPERTY UPON COMPLIANCE WITH STEWART TITLE.GUARANTY REQUIREMENTS. PLEASE CALL FOR FURTHER TNFORMATION ,, AS TO TSOSE SPECIFTC REQUIREMENT (S) NECESSARY TO
OBTATN THIS COVERAGE.
7. Any and all unpaid taxes and assessments and any unredeemed tax sales.
8. The effect of lnclusions in any general or-speeific water conservancy, fife protection, soil conservation or other district or inclusion in any erater service or street improvernent area.
9. Reservations or exceptions in patents, or in Acts authorizing the issuance thereof, including the r6servation-of a right oi way. for ditches or canals constructed by the authority 5f the United States, as reserved in United States patent reiorded Continued on next page
CONTINUATION SHEET
SCHEDULEB-S8CTION2
EXCEPTIONS
ORDER NI'MBER: 94010354-C2
' November 17, 1902 in Book 48 at Page 492'
10. 10 percent non-qarticipating-t"y?l!{--i-l-ul]g. to pr'oceeds' derived
fron the =.-it o'f minerils, 5f wiratsoever kind and nature,.
produced "tii-rli"li-f-i"t-tiid prernises, as reserved to Gust
ililtlipE+-Iila"'iv"-Jl - x-iafiI ingi_ri'1=:::'::: recorded November
2, tggz ,rr-il""['re5 at eage'4O7,' and any and aII assignments
thereof or interest therein'
11. Easement granted to Gas Facil'ities, Inc" in Book 190 at Page
405' as RecePtion No. 101914'
12. Easements and rights-of-way as sho-wn on Plat recorded'JuIy 22,
1963 as RecePtion No. 97704
13. Terms, COndltiOns, restrictions and-"reservations contained in
Decraration of protecriv" i6"lt"""tJ ior the Bigholl quPglYl:i:I,
recordedoecernuerzo,lg62inBooklT4atPage403as.Beceptlon No. 96856r-ind atnendirent to-pxlend Same to Biqhofn Subdivision
.second Addi['i;n, "i-d.-didJa-s.fit-rnuJr rs, 1e63 in Book 175 at Page
257 as RecePtion No. 97992.
Pursuant to Senate Bill
given that:
91-14 (C.R.S. 10-11-122) Notice is hereby
a) The subject real.iProPertY may be located,'in' a sPecial
b) A certificate of taxes due listing each taxing
3urrtor'ction may be obtained fron the County Treasurer
6r the county Tieasurer's authorized agentl
c) Information regarding special districts and the '
bounaariei--oi-5ucn alstiicts nay be obtained fron the
board "i-C"""ti-Corornissloners, the County Clerk and
Recorder, or the County Assessor'
Pursuant to Senate Bill 92-143 (C.R.S. 10-11-122) Notice is hereby
given that:
A certificate of taxes due listing each_taxing jurisdiction
Continued on next Page
COMTTNUATTON SHEET
SCHEDT'LEB-SESTION2
EXCEPTIONS
ORDER NIJI{BER: 94010354-C2
shall be obtained fron the County Treasurer or the County .Treasurer,s authorized agent.
'
;i
i'
U
TO: MIKE McGEE TODD OPPENHEIMER
Town Planner
PROJECT:
DATE SUBMITTED:DATE OF PUBLIC HEARING
&or ryrfr"4./vv?fuc< - la*e .QX+^ o4,rr., /'rr"^"L 6*- rcf^/t\ tlufrr,--{s (*^ryW) --f
Engineering:
,::.|,:,:,11.3u"'L.ot1rd;t5-Tru1'*.ritvaw.'a;,bur1raaa"@'d,{5).
rfuv'6tt0t1) o't p+ce[,srepv*r 4 ]ur]€_ pv-\v\ 4or, *ir-a .jnn-t
CytpE C\^cdAW Skav)anl jUe,(1e \Bt\ atdr5,n).
te addrrv'rxQ <rrlrsax*r ookte groS .
-/ ./
COMMENTS NEEDED BYI %' V24
BRIEF DESCRIPTION OF THE PROPOSAL:
Date: ol7:,
Comments:
i\\: /.\ t)AZ-Jrfd raFork L{er-\tr\\
J.rv<\ re q..rrr €A
lttl\erg r\4 t{({\ n U ke..,'t\"f ,n
Landscaping:
Reviewed by:Date:
Comments:
Fire Dept.:
Reviewed by:Date:
auqrorchql .r a1o,(€ri ;or- tn,: \*,7
tins g|nl-|, Wh*thopkntko ,vl
( Itsh.^,dw).
--;:rydnht
U1b' 7 o'-
z-....---.-x q50'o9
Distributed to the Fire Department, pubric works, and Landsc
^ping
on 7 /11 /9 q
.
- +P -J)tt''
NAI.{E OF PRO.TECT:
.LEGAL DESCRIHFION:Lor-Iz Br,ocK I suBDrvrsroN
. S?REBT ADDRESS:
'rhe
rorr.owins inrormarion is resuired ror submir,ral ro.J!h!.0"Uhvt'DlV'DEPI
-Review Board before a.f,inal approval can be givenl
A. BUIIJDINO IIATBNIAI.g}
Roof
Siding
other wall Materials
."Fascia
Soffi Es
Windows
Vfindow Trim
Doors
Door Trim
Hand or.Deck
FIues
Rails
1.ryq8 O" UTTBRII'II COIOR
ddr €haLz- Hah'ral
oe<-rQ1 -a1
'at'
tro ,l'+ r- F'{,#
J,A,"^
D
I Flashings
Chinneys
frash Enclosures
Greenhouses
Retaining watls
r Exterior Lighting
OLher
IJANDSCAPING:Natne of Deaigner:
Phone:
B.
WMYt :
+Lt'Pbr d\ z Q u'u/&,{utu-"'
/ dar - Tt y. b"ra1 .
ftfulu ahv /fai^+d h.tat ?(&ar lvy{ 6*/ral
Tain+ed t'raal 4 mit4, b,cq'ta,rrr4
fel,lor 4q1
v UTILITY IJOCATION VERIFICATION I
SUBDIVISION
JOB NAME
OILD:7ue 2"?z7ro<t
they be main verified by the
pere
Assoc.
Laverty
T\I
Upper Eagle Valley Wat.er
& Sanitation Dist.rict *
47 6 -7 480
Fred HasLee
NOTE: L.
* Please bri.ng a
obLaining Upper flow needs must.
z-
3.
q
LOT /2- BLOCK FILING
a.Fr/(o LcS?7a1 E:-_ pAJOT-f JUKE5D JU YP l-'ftW C Fr-" --
The location and availability of utilities, whether trunk lines or proposed 1ines, must be approved and following uLilities for the accompanying site plan.
U. \ west communications
L-800\922-t987
468-68\0 or 949-4s30
\
Public Service Company
949-578L
Gary HaIl
Authorized Siqnat,ure
Holy Cross Electric
949 -5892
Ted Husky/uichael
HeriLage Cablevision
9 4f-s53 0
SEeve Hiatt
site plan, floor plan, and elevations when
Eagle Valley Wat,er & Sanitation signatures. Fire be addressed.
[42'Frco
E-&- 7y
This form is to verify service availability and locaeion. This should be used in conjunction with prepari.ng your utility plan and schedulingr
ins t.allations .
For any new construction proposal , t,he applicanE
must provid.e a completed utility verification form.
rf a utility company has concerns with the proposed
construcL.ion, the utility representative should not direct.ly on the utility verification form that there is a problem which needs to be resolved. The issue should then be spelled out in detail in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility
company to resolve identified problems
If the utility verification form has signatures from
each of the utility companies, and no comments are
made directly on the form, the Town will presume that there are no problems and thaL t.he development can proceed.
These verifications do not retieve the contractor of his responsibility to obtain a sEreet cut permit
from the Town of VaiI, DepartmenE of Pub1ic Works
and to obtain utilit.v locaE.ions before diqqinq in
any public right-of-way or easement in the Town of
Var 1,. A
A street cut permie musL be obt.a'separat ely.
6. Installation of service lines are at the expense and responsibi.lity of the property owner
>? ,tcf Fie"o
Sinqle F
LEGAL DESCRIPTION:
ZONE CHBCK
FOR Residence, Dup1ex,
ZONE DISTRICTS
Primary/Secondary
a
amily )
Lor lz sLock I r-:^Subdivision
ADDRESS:
OWNER
ARCHITECT E.
ZONE DISTRICT
IJOT SIZE
/Heighr
"/Torar arteA )1
--'Primary GRFA
Secondary GRFA
setbacks Front.
Sides
Rear
4ir. coverag'e
4,andscaping
r' Retaining WaIl Heights
.,/ Parking
u--carage Credit
,Aater Course Setback
PHONE
PHoNE ?lto -qZZO
l( f 8f.'
Allowed
(30) (33)
Wrrf
+ M. =lJZe
BUTIJDABIJE
Existinq
#
4ta1
+425=
20'
15'
15'
3'/5'
tr ,120
1{1,,
2- encl 4
-l+,12ool @ @v Qt er{+)
(30) (s0)
.-Do Finish Grades Exceed 2:1 (50t)
Envi ronmental /Hazards :
4)
View Corridor Encroachment: Yes
1) Flood Plain /o
2) Percent slope Q, :tr,ul
wetlands ry'o
NO J_-
x
?1^^- Ll^: - ------L
.:..- -a ii\rD Lrtlt> rsqr.rcS L .rrrvulvC cL Z)V AUU.J. Ll,UIIt
How much of the allowed 250 Addition is used with this
Previous conditions of approval (check property file):
request?
rJor AREA ltAq+
Proposed Tot.aI ry 4a4: 77
-78 1JZ4-
"-40/
z2-
2b t{
/,4f '
z'
'<-Drive: Permitled Slope t proposed Slope t Z
Yes No
ZUzs.eqra
(300) (600) (900)
^i otr l.la- - ->r (_t- l- I Complj.es with T.O.V. Lighring Ordinance
YES
10