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ROCKFALL AND AVAI-ANCHE HAZARD ANALYSIS AND
MITIGATION CONCEPTS I
LOTS 8, 10, AND 12, BTGHORN'sueoMSlON 2ND ADDITIoN
Prepared For.
Mr. Steve Riden
PrePared BY
Arthur l. Mears, P-E.' Inc.
Gunnison, Colorado
MaY,2001
:
ll
?,.
ARTHUR I. MEARS, P.E.,INC.
Natural Hazards Consultants
555 county Road 16
Gunnison. Colorado 8 1230
Tclutrlaxl-97Gl641'3236
aim€trs@rmii'com
May 10,2001 ''
Mr. Steve Riden
P.O. Box 3238
Vail, CO 81658
RE: Hazard and mitigation analysis, Lots 8, 10 and 12, Bighorn 2nd Addition
Dear Mr. Riden:
The analysis of hazard and mitigation design concepts you requested is
attached. Although some expo;ure to the abovedefined hazards does exist'
site-specinc mitigltion, inOuding fill against back walls or special fences, is
feasible and can probably be iniorporated without substantial expense'
Please contact me if you have any questions'
SincerelY,
/t-\ t, l.rr
VLl'n^^!VUW'P
Arthur l. Mears, P.E.
Ava I anche-control engineer
Encl: RePort
Mass Wosting ' Aralanchcs ' Avalanchc Conlrcl Engincering
1 REPORTSUMMARY
The principal conclusions, recommendations and limitations of this study are
detailed in Sections 2 - 6. The summary is as follows.
1.1 Exoosure
All lots, proposed buildings and additions considered in this study are within
range of rockfall and avalanche hazards. These hazards originate within or
directly below the obvious limestone cliff outcropping of the Maroon formation
approiimately 300 feet above the building sites (Figures 2 and 3). Both rocffall
and avalanches of sizes sufficiently large to damage buildings are rare events
(estimated return periods of 100 years or longer) but do require mitigation as
discussed.
Roekfalf or Avalanche
T
H
'Protected-
House ffi .i 9 i.-. .- .tr 1 <', o:d
RECOMMENDED MlncAnoN - Mitigation recommended tor the building posifions shown in the
April, 2001 Steve Riden drawings conCists of placing a fill to a height H against all back walls of
ioposea nouses. Ihe fiil shoitd ertend veftically for a height "H". H = 10' on Lot I (upper), 8'
'on'Lot 8 (lower), 10'on Lot 10, and 8'on Lot 12. Sufiace slope of fill should be 1.%:1. Thiswill
protect ftom aeiign-magnitude roc4fa!! and avalanches. An altemate mitigation (a rockfall
energy-absorbing fence) is discussed in Section 6.
'1.2 Mitigation
Because of small velocities and energies of avalanches and rockfall' the
recommended mitigation will consist of fill against the uphill walls of all buildings
as shown in the above figure. The lower section of the walls must be reinforced
for the resulting soil pressure, as determined by the structural engineer. Any
walls and windows on the back walls within 12 feet of grade should be minimized
in area and reinforced for a horizontal pressure of 100 lbs/ft'. The fill will
dissipate rockfall and avalanche energy such that buildings will not be damaged
and rocks and debris will not be deflected adversely onto adjacent public or
private property. This will protect residents and others and will satisfy the Town
of Vail hazard regulations.
2 OBJECTIVES AND LIMITATIONS
As requested by Mr. Steve Riden, this report has the following objectives:
a. Analysis of the dynamics and resulting hazard from design-magnitudel
rocKall and avalanches on the subject properties;
b. Quantification of the impact and/or static loads on exposed buildings;
c. Recommendations of mitigation procedures that are feasible at or
above the buildings' 'i
Discussion of any adverse deflection of rockfall and dvalanches onto
adjacent properties; and
Discussion of risk.
This report also has the following limitations which should be understood by all
those relying on the results and recommendations:
a. Only rockfall, and snow and debris avalanches are considered, other
hazards or constraints to development, if any, are beyond the scope of
the study;
b. The analysis is based on building locations provided in the Steve
Riden drawings given to me in April, 2001.
c. Any substantial changes to the terrain or forest cover (e.9., by forest
fire or landslides) above the building sites may increase the hazard;
d. Extraordinary events (e.9., with return periods of 300, 1000 years or
longer) may exceed the sizes delineated or analyzed in this report; and
e. The study is site-specific and may not be applicable at other sites.
3 PREVIOUS WORK
The Town of Vail has developed rocKall, debris avalanche, and snow avalanche
maps which indicate Lots 8, 10, and 12 (as well as some adjacent lots) lie within
hazard areas or potential hazard areas. These Vail maps are generalized thus
do not indicate the physical characteristics or destructive potentials of the above
processes. Modifications to these maps based on site-specific analysis and
more detailed study have been provided in Figures 6 and 7 of this report.
Additional site-specific hazard or hazard mitigation studies for Lots 8, 10, and 12
have not been completed since the originalVail studies.
4 TOPOGRAPHIC SETTING AND SITE OBSERVATIONS
Figure 1 is a generalized location map of the project area taken from U. S.
Geological Survey topographrc data. The approximate location of the rockfall
' Design-magnitude - Events with return periods of approximately 100 years. Avalanches do
have return periods because events ol one year are not related to those of subsequent years,
however, rockfall events may be dependent on events of prior years.
d.
e
ita E lSl
*^*{-*
FTGURE f/lctn'tty napihowing'idy area and approximate tocation of Lots 8-12- At this
Iocation, avalanches aid rockfai begii primarity below 8,680 feet elevation level within
", !?!?y
the limestone cliffs. Many other avaTanches, debris flows, or rockfalls also o.ccur in the general
vicinity but are not shown on this map. Hazard detineation and subdivision into red and blue
zones are shown in more detail on Figures 6 and 7.
SCALE: 1" = 500'
J-D TopoQuadr Copyright @ 1999 Dtlormt Yrrnrouth. MD 0.f096 Sourcc Duhr USGS ft $crle: I : 6,{X}0 Dc&ll: t{'3 D!tun: WGSt4
and avalanche area and lot locations are indicated and the general topography of
the immediate area is shown. The steep colluvial (rock and debris) slopes below
the limestone cliff shown in Figure 2 is littered with boulders, smaller rocks and
assorted debris. This material results from the combined effects of rockfall,
FIGURE 2. Obtique photogaph (taken from the noftheast on Apil 27, 2001) of Bidge Road cul'
de-sac and the west end of Lupine Drive. Steep colluvial slopes below limestone cliff band can
7
oroduce sma!!-to-moderate sized avalanches. Rockfall originates within clitrs.
FIGURE 3. Oblique photograph showing greater detail in project area (above Lupine Drive and
south of cul-de-sac) and .the runout area for the rockfall and avalanches. Very large limestone
boulders near houses probably originate from glacial activity rather than rockfall.
avalanches, other mass-wasting processes and glacial activity. Much of the
upper Gore Creek Valley was the site of extensive glaciation during the
fleistocen" glacialepoch which ended here 10,000 to 20,000 years before
present. The extensive glaciation probably scraped rocks from the cliffs and
deposited many near the present location of homesites as the ice melted.
Alternately, a single or multiple rockfall, rock avalanche, or landslide event(s)
may havaoccurred and deposited these rocks. However, the major boulders'
appear to have been in place for over 1OO0 years, perhaps more than 10,000
years, judging from soil development and lichen growth on the rock surfaces (see
Figure 4).
FIGURE 4. Major 8-10 foot-tong boulder in the vicinity of the tower building srfe on Lot 8' Boulder
probabty reached this position duing or immediatelf following valley deglaciltion, not from
'rockfalf. tt may have moved into plice from landstides that occuned after valley deglaciation or
by melting glaicial ice. tt is unlikeiy that this boutcter fetl ftom the cfiffs as an isolated event
because-it-*orld have rotleO mu6h fafther or broken into smaller rocks. So,1 around the boulder
and tichen cover on the sw-face suggesfs it has been in the cunent position for at least 1000-3000
years, possibly more than 10,000 years.
Rockfall and debris-avalanches have also occuned since valley deglaciation and
deposited smaller boulders in the vicinity of existing and proposed houses' Such
examples are widespread on the colluvial slope above Lupjle Drive and other
areas within the valley. An example of a rocffiall-deposited boulder is shown in
Figure 5. This 3-foot diameter boulder rests on the soil surface and probably has
faiien into place during the past several centuries as a result of rockfall' Rocks of
this size have the capability of reaching the proposed houses and therefore
require mitigation. fhey aie the basis of the rockfall modeling conducted in this
studv.
t
FIGURE 5. Rocl<fail4erived boulder approximately 2.&3.0 feet long v,rhich fell from the limeslone
ctiffs. Notebook is approximately one-foot tong. A 3.l-foot diameter rock similar to fhis one was
used in the rockfatt dynamics analysis and was the basis for the mit:tgatlon recommendations.
5 ROCKFALL AND AVALANCHE MODELING METHODS APPLIED
5.1 RocKallModeling.
The velocities, kinetic energies, and bounce heights of rockfall events at the
proposed buildings have been quantifled through application of the Colorado
Rockfall Simulation Program (CRSP), a stochastic rockfall dynamics program
developed by the Colorado Department of Transportation and the Colorado
School of Mines.
The following steps were used in application of CRSP:
a. Rock source areas were identified in the field and through analysis of
aerial photographs.
b. The colluvial slope below the limestone cliff was characterized in terms
of steepness, roughness, and haidness, parameters used in the CRSP
analysis.
c. The sizes of boulders and their probable stopping positions were
determined in the field.
d. The CRSP model was forced to produce boulder stopping positions as
determined in the field.
e. Velocities, kinetic energies, and bounce heights at selected analysis
points (positions of mitigation) were determined at the building
locations by the CRSP analysis.
The maximum extent of 3-foot diameter rocks (the design r"o"lifall event) in the
project area is shown on Figure 6. This map should be used to update the
existing Town of Vail rockfall hazard maps which were prepare'd in 1984.
Complete details of the results of the rocKall-dynamics analysis are provided in
Appendix A. A summary of the design criteria which were used to develop the
rockfall mitigation measures recommended in Section 6 are provided in Table 1.
Table 1. Rockfall desiqn criteria for mitigatic
Note: Mitigation design criteria are based on the 90% cumulative proDaalty levet, meann.g rnar
there exists a 10% probability that the design rockfall event (which is a rare event) will exceed the
cntena.
5.2 Avalanche modeling
Avalanche dynamics were modeled by fitting a three-parameter stochastic model
of avalanche motion to the flow, assuming a starting position at the cliff band and
a stopping position consistent with observed stopping positions observed in
topographically gimilar paths in Colorado. The following two steps were used as
recommended by the Colorado Geological Survey:
a. First the design-magnitude avalanche stopping position was
determined by terrain analysis, observations of prior events in similar
terrain, and statistical modeling;
b. Second the avalanche-dynamics modelwas used to compute energy
(of clear snow and debris avalanches) to determine the red/blue
hazard zone boundary (mapped in Figure 7).
Avalanche velocities computed in step "b" at the proposed buildings were
determined to be 1Om/s (22 mph) or less and would produce impact pressures
generally less than 400 lbs/ft2 at the bases of large, flat walls normal to the flow.
Because the apparent avalanche return period at the proposed buildings is more
than 25 years, this would place buildings in the "blue" (moderate hazard) zone,
as indicated on Figure 7. According to the Vail hazard regulations, construction
with mitigation is allowed in such areas.
a'l n cntena Tor m )n
Siie Velocity Kinetic Energy Bounce Height
Lot 8 building
(Upper)
51.30 fVsec 120.O27 ft-lbs 7.69 ft
Lot 8 building
(Lower)
39.30 fUsec 74.167 ft-lbs 15.51 ft
Lot 10 buildins 51.07 fUsec 117,046 ftJbs 7.60 ft
Lol12 buildinq 41.97 ftlsec 89,848 ft-lbs qRqfr
Note:de criteria are based on the 900/5 level, meaning that
,r.?jl
):a,-
/7.
(,,
..i
7.;:.":ii:,;
; . :.;:;
ti.i= /,,----t.,s,
Iai' r
I z:.
l' ,"t t\\|:\
,,.-\1.A,t.- / f,f...:. ;.: I t J l / y' / :,/t . :t ::::'.,,.1.,n.. 1..//:.: f : i. t---:-\
,::l
,:N.',
':.,"'l
I/' l/
-
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FIGURE 7. Map of the maximum erteft of snow or debris avalanches in the Bridge Road and
west Lupine Drive area. Red (high hazard) and BIue (moderate hazard) zones are shown. Map
was produced ftom aerial photography taken in 1997, thus recent construction does not appear
on the map.
SCALE: 1" = 100'
7
6 MITIGATION
Two forms of mitigatlon from rocKall and avalanches is recommended. These
recommendations are based on the observations and analyses presented earlier
in this report.
6.1 Berms against backwalls
The recommended mitigation form consists simply of berms builtbgainst the
uphill walls of buildings (Figure 8). These berms must be built to a height of 8 -
10 feet to dissipate rockfall and avalanche energy. The required heights are
given in Table 2.
criteri
Berm surfaces should have a slope of 1 /.: 1. Walls must be designed to
withstand the static soil load, it being assumed that the impact loads of rockfall or
avalanches will be dissipated by the deformable soil and rock material of the
berms.
FIGURE E. Rockfail and avalanche berms placed against the uphill walls will provide mitigation
on Lofs 8, 10, and 12. The required berm heights for vaious locations are provided in Table 2.
Berm surlaces should be at a I yz.: 1 slope. Wndows yithin the lower 12 feet of the back wall
should be reinforced for a normal pressure of 1O0 lbsfif . Berms will not deflect rocks or
snow/debris mixtures onto adjacent public or private propefty.
able 2. Berm n a
BUILDING LOCATION BERM HEIGHT
Lot 8 buildinS (upper)1O feet
Lot 8 buildins (lower)8 feet
Lot 10 building 10 feet
Lot 12 buildins addition 8 feet
Windows within the lower 12 feet of the back walls should either be avoided,
minimized in surface area, ot reinforced for a pressure of 100 lbs/ft'.
An alternate form of mitigation, which
rockfall is the energy-absorbing fence
is primarily used for defense against
(Figure 9).
FIGURE g. Energy-absorbing rockfall fence (manufactured by GeoBrugg of Sante Fe' NM)
installed above a house near Telluide. Ihis is a 'medium-energy" absorbing fence which would
be capable of dissipating rocks with the design energies above Lots 8, 1 0, and 12.
This type of fence has been widely used in Europe and the United States,
primaiity above highway rockfall areas. The medium capacity fence shown in
Figure 9 is approximately 9 feet high and would cost approximately $300-$500
per foot installed. Each fence would be within approximately 50 feet of each
building and would extend the full width of the structure. Modifications to the -k
fence design would probably be required in order to withstand avalanche loads.
Although either berms or rockfall fences could be used, the final choice will
depend on cost, environmental disruption, and esthetic considerations. These
choices can be made during the final design stage.
Report prepared by
Qvfmlw\-r,'o
Arthur l. Mears, P.E.
Avalanche-control engineer
TECHNICAL APPENDIX A. Rockfall-dynamics analysis
The following pages provide input and output data used in computing rockfall
dynamics parameters at the building sites.
t
r,(
: CRSP Input File - Dfcrsp\Br&om Lot 8.dat
Input File Specifi cations
Units ofMeasure: U.S.
Total Number of Cells: 8
Aaalysis Point X-Coordinate l: 425
Analysis Point X-Coordinate 2: 481
Analysis Point X-Coordinate 3 :
fnitial Y-fop Starting Zone Coordinate: 8660 :'
Initial.Y-Base Starting Zone Coordinate: 8540 t'
Remarks:
Cell Data
cell No. Surface R. Tangent c, Normal c. Begin X Begin Y End X End Y
I .5 .8 .5 0 8640 30 8600
2 .5 .8 .5 30 8600 150 8520
3 1.5 .7 .3 150 8520 340 8420
' 4 1.5 .7 .3 340 8420 42s 8390
5 1.5 .7 .3 425 8390 465 8380
6 1.5 .7 .3 465 8380 481 8376
7 I.5 .7 .3 481 8376 511 83.74
8 .3 .8 .3 511 8374 561 8370
CRSP Analysis Point Statistical Analysis - D:\crsp\Bighorn Lot 8.dat
Analvsis Point 1
Analysis Point l: X= 425, Y= 8390
Spherical Rock 3-ft dia., 23331b
Total Rocks Passing Analysis Point: 78 t
Cumulative Probability Velocity (,ff/sec) Energ (t-h) Bounce Height (ft)
5ff/o
75%
90%
9s%
98yo
Note: Velocrty and kinetic energy are analyzed assuming a normal distibution.
Bounce height is analped assuming a log distribution
.1
33.46
42.85
s l.3
56.37
62.06
62938
92994
t20027
136257
154472
l.6l
4.81
7.69
9.42
I1.36
CRSP Analysis Point Statistical Analysis - Dlosp\Biglorn Lot 8 dam.dat
Analvsis Point 1
AnalysisPoint 1: X= 440,Y= 8400
Spherical Rock: 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: 9 L
t
Cumulative Probabilitv Velocity (ff/sec) Energrr (ftlb) Bounce Height (ft)
5V/o 14.2 15351 0.37
7s% 18.91 23233 2.21
90% 23.15 30323 3.87
95% 25.69 34579 4.86
9S% 28.55 39356 s.97
Note: Velocity and kin*ic energy are analyznd assuming a normal distribution.
Bounce heiglrt is analyzed assuming a log distribution.
I
CRSP Input File - Dlcrsp\Bighorn Lot 8 dam.dat
Inout File Soecifications
Units ofMeazure: U.S.
Total Number of Cells: 10
Analysis Point X-Coordinate 1 : . 440
Analysis Point X-Coordinate 2:
Alalysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
t
CellData
cell No. Surface R. Tangent c. Normal c. Begiu X Begin y End X End y
I
2
.'
4
)
6
8
9
10
0
30
150
340
425
440
455
465
481
5ll
8640
8600
8520
8420
8390
8400
8390
8380
8376
8374
30
150
340
425
440
455
465
481
sll
561
8600
8520
8420
8390
8400
8390
8380
8376
8374
8370
.(i-/-
' CRSP Analysis Point Statistical Analysis - Dlcrsp\lBigborn Lot 8.dat
Analysis Point 2
Alalysis Point 2: X= 481, Y= 8376
Spherical Rock 3-ft dia., 2333:lb
Total Rocks Passing Analysis Point 44
Cumulative Probabilitv Velocity Lff/sec) Enercry (ft-lb) Bounce Hbight Cft)
50% 24.97 36668 0.69
75% 32.52 56410 8.49
90% 39.3 74L67 r5.5r
9s% 43.38 84827 19.72
9'8% 47.95 96792 24,4s
Note: Velocity and kinetic energy are analyzed assuming a normal distribution.
Bounce height is analyled assuming a log distribution.
t
CRSP lnput File - D:\crsp\Bighom Lot 8 dam2.dat
Input File Specifications
Units of Measure: U.S.
Total Number of Cells: 9
Analysis Point X-Coordinate 1: 493
Analysis Point X-Coordinate 2: 0
Analysis Point X-Coordinate 3: 0
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
CellData
Ceil No. Surface R. Tangent C. Normal C. Begin X Becin Y End X End Y
t
I
2
J
4
6
7
.5
1.5
1.5
1.5
i.5
.5
a .J
.5
.J
.J
.J
.3
.J
,3
.3
0
30
150
340
425
465
481
493
505
8640
8600
8520
8420
8390
8380
8376
8384
8376
30
150
340
425
465
481
493
505
561
8600
8520
8420
8390
8380
8376
8384
8376
8370
8
9
aa
CRSP Analysis Point statistical Analysis - Dlcrsp\Bighorn trs1 3 dem2.dat
Analvsis Point 1
furalysisPoint 1:X= 493,Y= 8384
SphericalRock 3-ft dia., 2333-Ir-
Total Rocks Passing Analysis Point: 4 ,l
50Yo
75%
9OYo
9sYo
98Yo
8.48
8.48
8.48
8.48
8.48
7037
7037
7037
7037
7037
0.02
0.7
1.31
1.67
2.08
Note: Velocity and kin*ic e4ergy are analped assuming a normal distribution.
Bounce height is analyzed assuming a log distribution.
:..
CRSP Input File - D:\crsp\Bighorn Lot 10.dat
Input File Specifications
Units of Measure: U.S.
Total Number of Cells: l0
Analysis Point X-Coordinate 1: 380
Analysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
t
Cell Data
Cell No. Surface R Tansent C. Normal C. Begin X Begin Y End X End Y
r .5 .8 .5 0 8640 40 E600
2 .5 .8 .5 40 8600 r l0 8560
3 1.5 .7 .3 1r0 8s60 230 8480
4 1.5 .7 .3 230 8480 360 8420
5 1.5 .7 .3 360 8420 400 8400
6 1.5 .7 .3 400 8400 420 8394
7 r.5 .7 .3 420 8394 465 8386
8 1.5 .8 .3 465 8386 490 8382
9 .3 .8 .3 490 8382 530 8378
l0 .3 .8 .3 530 8378 570 8376
t
CRSP Analysis Point statistical Analysis - Dlcrsp\Bighorn Lot l0.dat
Analysis Point I
Analysis Point 1: X: 380, Y= 8410
Spherical Rock: 3-ft dia., 2333-Ib
Total Rocks Passing Analysis Point: 9l
s0%
7s%
90%
95%
98%
32.83
42.43
51.07
56.25
62.07
59678
89881
117046
133355
151659
1.47
4.69
7.6
9.34
1r.29
Note: velocity and kinetic energy are analyzed aszuming a normal distribution.
Bounce height is analyzed assuming a log distribution.
CRSP Input File - D:\crsp\Boghorn Lot l0 dam.dat
Input File Specifi cations
Units ofMeasure: U.S.
Total Number of Cells: 12
Analysis Point X-Coordinate l: 395
Analysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
t
Cell No. Surface R. Tancent C. Normal C. Begin X Begin Y End X End Y
1.5
2.5
i'.l J t-4 t.5 l.6.5
I.>
8 l.
9 l.
10 .3 ll .3
tz .J
.5
.)
.3
,J
.3
.J
.J
.3
.3
.3
.J
.3
0
40
ll0
230
360
380
395
410
465
490
530
570
8640
8600
8560
8480
8420
8410
8420
8410
8386
8382
8378
8376
40
ll0
z3v
360
380
395
410
465
490
530
570
580
8600
8560
8480
8420
8410
8420
8410
8386
8382
8378
8376
8375
t
cRsP Analysis Point statistical Analysis 1 D:\crqp\Bo$orn Lo! 10 dam.dat
Analysis Point I
AnalysisPoint l: X= 395, Y= 8420
Spherical Rock 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: 1l t
s0%
75%
90o/o
9s%
98%
13.5
r7.38
20.87
22.96
25.32
t4231
20946
26987
30613
34683
0.35
6.36
71.77
15.01
18.66
l.Iote: Velocity and kinstic enersf are aaalyzed assuming a normal distribution'
Bounce height is ardryzrnassuming a log distribution'
CRSP hrputFile - Dlcrsp\Bighomlot 12.dat
Inp.ut File Specifi cations
Units ofMeazure: U.S.
Total Number of Cells: l0
Analysis Point X-Coordinate l: 410
Analysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
CellNo. SurfaceR Tangent C. Normal C. Begin X Begh Y End X End Y
.5
.5
.3
.3
.J
.3
.3
q
.5
.5
37s
395
419
456
476
8420
84lO
8398
8396
8392
8390
35
135
285
345
375
395
419
456
476
516
8600
8520
8,+40
8420
84r0
8398
8396
8392
8390
8388
t
8640
8600
8520
8,140
0
35
135
285
345
.5
.5
1.5
1.5
1.5
1.5
1.5
-t
-z
.2
'I
a
J
4
5
6
7
8
9
10
. ''
CRSP Analysis Point Statistical Analysis - Dlcrsp\Bighom Lot l2.dat
Analysis Point 1
AnalysisPoint 1: X= 410, Y: 8397
Spherical Rock: 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: +7 t
Cumulative Probabilit], Velocity (fl/sec) Enerey Cft-lb) Bounce Heieht (ft)
50% 24.43 38322 0.84
75Yo 33.67 65449 3.48
900A 41,97 89848 5.85
95% 46.96 104497 7.28
98% 52.56 120937 8.87
Note: Velocity and kinetic energy are analyzed assuming a normal distribution.
Bounce height is analyzed assuming a log distribution.
CRSP Input File - D:\crsp\Bighorn Lot 12 darn.dat
Input File Specifications
Units of Measure: U.S.
Total Number of Cells: 12
Analysis Point X-Coordinate l: 422
Analysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
t
I
a
J
4
)
6
8
9
10
l1
T2
.)
.5
.3
.3
.3
.J
.3
.3
.3
.5
.5
.5
8600
8520
8440
8420
8410
8398
8397
8405
8397
8392
8390
E388
35
135
285
345
375
395
410
422
434
456
476
516
8640
8600
8520
8440
8420
8410
8398
8397
8405
8397
8392
8390
0
35
135
285
345
375
395
410
422
434
456
476
CRSP Analysis Point Statistical Analysis - D:\crsp\Bighorn Lotlz dam.dat
Analysis Point I
AnalysisPoint 1.:X= 422,Y: 8405
Spherical Rock 3-ft dia.,2333lb
Total Rocks Passing Analysis Point: 9
Cumulative Probability Velocity (,ff/sec) Enerery (.ft-lb) Bounce Heielrt (ft)
50% 7.32 5105 0.07 75P/o 10.67 n29 7.28 9U/o 13.69 13888 13J7 9s% 15.5 16385 17.66 9E% t7.53 19187 22.03
Note: Velocity and kinetic energy are analped assuming a normal distribution
Bounce height is analyzed aszuming a log disuibution.
I
t
TECHNICAL APPENDIX B. Avatanche-dynamics analysis
The following pages provide slope profiles and avalanche-dynamics analysis
used in determining the loading parameters and design specifications of the
recommended avalanche miti gation.
,
Avalanche Profile and >/y coordinates
Bighom Lot 6
Data in meters Segment Data
X-meters Y-meters L-meters Ang - Deg Sum L
8600
8520
8420
E390
8380
8376
8374
8370
Raw Data in feet
X-feet Y-feet
0
120
310
395
435
451
481
Ea.|
44
65
27
1Q.
C
9
,TA
0
37
95
120
133
138
147
162
2622
259E
2567
255E
2555
2554
2553
2552
33.7
27.8
19.4
14-0
14.O
3.8
4.6
Avg Angle
0'
44 33.7
109 i 30.1
197, " 2E.O
145 26.8
155 26.4
164 25.2
179 23.4
Bighorn Lot 8 Avalanche Path
tr o
r!
o
IJJ
2640
2620
2600
2580
2560
2540
2520
2500
40 60 80 100 120 140
Horizonlal distance (m)
160 180 200
Page 1
c:\pIk\bighorn Lot 8.txt
Path drops: 70 m
Friction mu = 0.35
Iog r{/D = 2.00
Random R = 0.200
Alpha = 25.3 degrees
220 particles start from ." segment.
J\.
O Front stops at [ = 146 n
*-_-*.Front speed (max = 11.? m/s)
--------.!Iean speed (na:l - 10,? m/s)
Deposition (not to scale)
Exit and view distributions in your fiLe c:\plk\results.txt
339 par :les deposited. ' , ., ,t', .
re suft s
Please note! !tl v-verlables are in meteFs/second'
Please note: !11 t-viriables are in seconds'
Please note: NP is nunber of pafllcles in p.cket'
AVALANCHE ENTERIN6 SEGNE T
ITUII BER OF PARTICLES NOVII{6
NI.JItBER OF PARTICLES STOPPE'
NETERS TRAVELLED FRON STAR T
ae0
0
tlq
VHI6H A, Aq vLou 3.00
VRAN6E !. Aq
v ll EAI{ L. r{?
vSTDEV t ' e!
tHr6H |, ?l tLolt 0. s5
IRAN6E 6. ]6
tnEA 5. Ll
TSTDEV ?. EA
VHI6H lq.l?
v L0ld 1. ?a
VRAN6E ]3. 15
VNEAN TO. LL
VSTDEV ]. t?
tHt6H rs. 3t tLoL, e'!1
IRANGE L. t6
tnEAN 14. 53
TSTDEV 1.34
PACKET
e
q
5
b
7
6 I
tfir1{
0.5s
l. !?
?. 16
3. 00
3. 6E
q. bq
5. qb
b. a?
?,03
?. 51.
?AL
o
r|
313
E
IIII N INAX
lt. 0h t3 . a3
13. a3 Ib . 7a
th. ?a 11 . 5q
19. 5!t ?4. 3?
ct.at c5.EU
e5. as e6 . 03
?a. 03 30 . 6L
30. tL 33 . lA
33. LA 3b . 51 3t.51 31.3q
tllAx vnEAN 1.3? 3.00
a. rt 3. 00 3.00 3. 31 3.A? 'r'35 q. Lq 5. a5
5. qL b. 0?h.e? L.6a ?.ot ?.ql ?.11 a'D?
6. ?T A. LD
iP
L'
1t'
Lc
IO
AI
a5
a6
33
AVALAI'ICHE ENIERI116 SE6IENT
NUNBER OF PARTICLES NOVI N6
ilUNBER OF PARIICLES S TOPPED
NETERS TRAVELLED FRON S TART
PACKET tNI N
t a. ql
? i. ro 3 3. t0 q l,D. 50 5 l,r. a0
h lI. al 7 !4. rl
I 13. al t L3. l5
10 Iq. L6
tnAX vllEAN
1. l0 11' LL
t. t0 a. La
10. 50 a. 30
l|-t . CU lu' IU
1r . at rD. Lq 1?.51 10. 01
13. el r1.0L
13. lt 11. 5l
1{ . LA 1r. le
t5 . 3A 11. lL
ltP
rl
10
qq
gt
qA
3e
35
1C
AVALANCHE ENTERIIIG SE6N ENI
NUNEER OF PARTICLES NOVING
I'IUIl BER OF PARTICLES STOPPED
NETERS TRAVELLED FRON S TART
VHIGH 18. qA
vLotd 0. q3
v RAI{6E le. 00
vtl EAl'l ?. Ll vsTIEV a. 5q
tHr6H 3.t. 3q tL0l', 1I.0h
IRAN6E EA, ?A
tI.I EAN IL. LL
TSTDEV 3. ll
vtlEAt{
e .34
1. 5l
]. ?0
]. ae
l. ?1
t. ei
t.5L
!.60
tnax vllEAl{
13. Le L. otl
lq. {c 5.77
1,5 . 3r{ L. Lb
lb. aD 5. A3 r?.0L L. 03
PACKET I
e
q
L
I
I
r{P
I6A
5l
r{
h
a
A VALATIC}IE E1{TERII{6 SEGNENT
UNBER OF PARTICLES N OVI T16
NUNBER OF PARTICLES STOPPED
Il ETERS TRAVELLE! FRON SIART
.g
?5L
?0
ts0
tNIN
14.7L
13. be
lrt . qa
15, 3q
lL. e0
vHl6r{ l. ?3 vLou 0, !1
VRANGE 1. 5II vnEAI .5. 5r
vsTtEv l. hl
PACKgT
3
q
NP
a
q
5e
Dl rro 1
tHtcH ?1.3?tlou l?. ?b tiA[6E a. Ll tnEA l?. ta .rstrEv r'll
AVALAIICHE EIITERIfl€ SECIIEX'
runSEi or PAitrcLEs novlre
TUNIEi OT PAiIICLES STOPPE'
NETEiS TiAVELLED I'iOII SIARI
resuLts
r?,Eb l?. qe 5. Lt l?.te ll. ?l 5.50
16. ?1 ll. L5 tr. bl tl-L5 e0.sl 3. t5 eo.5l el.3? r.0?
tiAx vnEAI
lq. q5 5. {0 15.3r q.5?
lL.e! q. t3 l?.1! l. b3 It.0e. q.c!
It.tl t. a{l.t.a0 {.4?e0.\t 3.41.
. al.sa a. ?l Ee.{t 1.30
5tl
q5
.31 l3
a
L
?I .|
l0
b
ilo7 le{
Is5
t vHlcll c. L?vLou D. q0
vialtcE l. a?vnEAil q. EC
VSTDEV 1. f,E
PACKET TIIIX I 13.5L ? 1{.tt5 3 ts.lq { lL. at s l?.l3 L lt.oa ? lt'll t ll. t0 I eo.l!r0 al. Et
aa. tc
13. 5t
r. l?It. eq
r. 5l
XP
I
tt'
II
z7 !t
53
3t
e3
6
3
[un8Ei 07 PAnrlcLES novrtc
]IUIIBER OF PAiTICLES STOPFED
FAS'ES? PIRTICLE SPEE' A? TiOTT
F S?ESI PARIICLE SPEED (AI{YIHEREI
ALPHA ?5.3 degrlr
i^X-IEP0SI? lbE ..tcrs
nl -DEPoSIT 13? rrt.rt
iAX€LDEPoSIT ?5 ..ter3
llEAll-DEPosIl lg? r.ter3
STD-,EV-DEP0SII b ..t.rr
.IHIGH
tLota tRlI6f
t|lEAl{
tstDEv
Paclat llax (r,
r lito e lqe 3 1{5 q t{7 5 t50 L lsa ? lss a l5?5 ILD 10 lba
nln(r) Prrtlcl.t 13? rq
. .1r0 s trl I l{5 ll ttt? lt !50 lb lsa 3t lss I53 t5? g3
lLo I
0
131 la.o r/t
llt . t r/t
@e2
Sheetl
Avalanche Proflle and x/y coordinates
Bighom Lot 10
Raw Data in feet Data in meters Segment Data
X-feet Y-feet X-meters Y-meters L-meters Ang - Deg Sum L Avg Angle
o 8600 o 2622 0
70 8560 21 2610 25 29.7 25 29.7
190 8480 58 2585 44 33.7 69.i 32'3
320 8420 98 2567 44 24.8 112t- 29.4
360 8400 110 2561 14 26.6 126 29.1
380 8394 116 2559 6 16.7 132 28.5
425 8386 130 2557 14 10.1 146 26.7
450 8382 137 2555 8 9.1 154 25.8
490 837E 149 2554 12 5.7 166 24.4
530 8376 162 2554 12 2.9 178 22.9
Bighorn Lot 10 Avalanche Path
2640
2620 -,.
c,
o
a|'
.E
UJ
2600
2580
2560
2540
2520
2500
0 20 40 60 80 100 120 140
Horizontal distance (m)
160 180 200
Page 1
L20 particLes start fron ,P segment..
a Front stoPs at [ = 152 m
-__Front speed (rnax = 13.5 rnls)
-------.--Mean speed (max = 12.9 mlsl
-Depositlon.
(not to gcal€)
Exit and view digtributions
J-n Your fl1e c:\Plk\results.txt
265 pa cles dePosited.'
c:\plk\bighorn lot 10.trt
Path drops: 5? rn
Friction mu '= 0.35
1og M/D = 2.20
Random R - 0.200
Alpha = 24.0 degrees
results
Please noter !ll v-vaniables rpe in neters/second,Pleas€ not€t !l,l t-variables rre in seconds.
Please note: l{P is nunber of prnticles in Dacket.
AVALANCHE EI{
'ERI
}16 SE6NENT
NUNgER OF PARTICLES }I OVIN6
UNBER Of PARTICLES STOPPED
IIETERS TRAVELLED FROII START
IP0
0
e{
VHIGH ?. Ig
vLolj 3.0!
v RAl,l6E rr. I0
vltEAN 5.05 vsT'EV 1.3?
IHI6H L.It\
tLoU B. 5?
tRAt{6E 5. E?
ttl EAl,l q. ?A
TSTDEV T,5}
VHIGH IL.5O
v Lol, ;. al
vRAl{6E lq. ?I
v tt EAN le. 6L vSTDEV a. b3
IHI6H L0. ?3 tLott 5. L?tRAN6E 5.07 TNEAN A. {?
TSTDEV 1. lb
AVALANCHE EI{TERI1i6 SE6NENT
NUI,IBER OF PARTlCLES I,I OVI NG
NUII BER OF PARTTCLES SIOPPED
NETERS TRAVELLED FROIT START
tNIN
1.lb
1. ?5
E. 55
P. ra
J. 5I
r{ . 0.1
{. h6
5.e?
5. AL
3
0
LI
PACKET tNIil I s. L?
E b'tl 3 L. LA rr ?. l9 5 ?. L1 L A. EO 7 r.?l 6 1. el c t. ?a .ru tu. a!
tnAX vl'IEAN
I.lE l.UU l.?5 3.00
e. 33 3.00'.
e. 1a a.!7 3.5] !.t0
q. 0l q, q5
q . Lt 5.05
5. a? 5, Ll 5.AL h.a?L.{q b.a3
tnAX vnEAil
b. r7 t3. q6
L. EA ]0. L6 7.rl r0.ql 7.Lt 11.69 B.a0 tr.0?6.?I tq.tl j.z1 Iq.00 1.?a tq.ll
I0. a3 lq. al
10. ?3 L3, E{
PACKET
I
rl
L
6
I
]D
NP rtt
s :t
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r,3
t5
L7
16
l{P
q
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eb
]9
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ae
?0
te
AVALANCHE EI{TERI I{6 SEGN ENT
NUIl BER OF PARTICLES NOVIN6
NUNBER OF PARTICLES S TOPPE'
NETERS TRAVELLED FRON START
q
e0q
0
113
5
o
leb
VHIGH IL. 5?vLoll I.33
VRAN6E 15. E{vnEAN t]. 0D
VSTDEV 3. ?A
THIGH }L. ?5
rL old t.ll tRAN6E ?. L{tnEAil le. 51 TSTDEV I. 51
VHI6H 1?. q?
v Lotd 1. Le
VRANGE 15. IB
vi EAt{ Il. 3{vSTDEv 3. ]l
PACKET tNIiI
rt.-!l|e t. a?3 10. L3 q 11. q0
5 ta, tL I t ?.93 ? 13. 6t r I{. qs I 15. aa 1r1 15. 1t
tnAX viEAl{1.r? 13.?5
.10. h3 te. 0l
11. q0 re.5a
}e. th ]1. ?{Ie.13 ll. ?5 13.ht t1.3q
lq. rts l. ?e
15. ae L. qq
15. ra 7. 3l tL.?5 b,?0
AVALAT{CIIE ENTERIN6 SE6NEilT
IUNBER OF PARTICLES N OVIT{6
NUNSER OF PIRTICLES STOPPE!
NETERS TRAVELLED FRON SIART
NP
q
13
z7 3l
q?
3t
I3
. Itl
5
llP
q
ta ' 3q ul
5?r
PACKET
{
tNIil
1.15
10. ?1
]1. brl
te. qt
13. 3a
tlt AX vnEAN
IE. ?t t! . 5?lr. Lq ll. t0
ta. q6 la. q6
13.34 r1.t3
Itt , ]L le. 3A
Page 1
results
IHI6H ]6. 3h
tlold r. 15
TRANGE A.II}
tnEAN !,3. ?l
tsrDEv 1. ?3
VHI6H IE. q5
vLold 0.5q
.VRAN6E I}.I}vnEAN 1.rZ
VSTDEV e. ql
IHI6H ?0. Dt tLou le, ?0
IRANGE 1. D'rnEAN 15. ??
TSTDEV 1. EL
VHI6H ?, \5 vL0rd 5. ??
VRANGE A. ],8 vrEA l.1?vslDEV 0. b6
t5. 00 le . oa
15. 6{ l. oL
ll.ht a'01
I? ' 5a 4.15
tt.3b 6.35
et
15
T5
I5
{
b
7
6
9
1E
tq. rb
15. BU
15. 6tl
Ib. ba
l?. 5?
AVALAiICHE ENTERING SEGNEilT
NUNBER OF PARTICLES N OVI T{6
iIUN BER OF PARTICLES STOPPE'
NETERS IRAVELLED FRON STAR T
VHIGH lL. 15 PA
vLol, l ' 50
vRAir6E lq. L5
vnEAil 10. 70
VSTDEV A. 9A
tHr6H 11. 0l rLou 10. 3?
IRAN6E A. ??
tnEAN }q, qa
TSTDEV }. A}
AVALANCHE ENTERI Ii6 SE GNENT
ilUNBER OF PARTICLES tl OVI IIG
NUNSER OF PARTICLES STOPPED
NETERS TRAVELLED FRON START
tnlil tn Ax
10. !? rI. ?q
11. e't !?. re
la. t? ra ' il
Ia. tl 13 . ab
13. rr 1{. ?3
tq. ?3 ls. Et
15, L} lL. rrA
th. q6 1?. 35
t?. 35 la . aa
16. aa lt. ol
VNEAN
13. ee
le. cl
IE.3I
la. aq
10. tq
10.05
7.57
7. q?
7. t5
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I?L
LL
Iqh
TIIIN tNAX VNEAN
t1.5t la. q5 l. 65
1?. rts 13.3t 1. 13
13. 3a lq ' 3A A. 5e
1'{ .3a t5 ' aL l. qq
tr.eb 11.?0 E.19
lL. e0 I?.13 5. b3
1?. 13 la . o? tl . stl
16. 0? 11. 01 .9. ql
13.0r li.ls tl.0b
Ii. t5 a0. tl ?. h{
6
t?q
125
153
tnAX v ttEAt{le.19 1.3?
13. ?6 10. 35
}'t.5? 6'll
Is. 3b h. t3
}b.lrt ?.ll
lb,13 5.?0 \1.1? { ' tb
16, s] q.3q
!1. 30 0. 00
e0. 03 5. 1l
b
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7
l3?
r{P .t
la t'
2t
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77 ll
1L
L?
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VHI6H la.e6 PA
VLOU O. q{
vRA 6E rr.6\
v ll EAt{ 7. ?E
VSIDEV ?. a3
tHI6H AO . AT
tL0ltl ll. 5l
IRAN6E 1. 3I |EAN I5. q{
ISTDEV l. ll
CKET I
a
rl
h
1
c I l0
t{P
L
!0
AA
3t
5h
IL
q
,2
CKET I
{
5
L
c I
t0
AVALAiICHE EI,ITERI I{6 SE6NENT
UNBER OT PARTICLES I'I OVIN6
NUNEER OF PARTICLES STOPPED
NETERS TRAVELLED FRON START
PACKEI tNI N r 14. e0 a ra. ll ! 13. ?a { r{.5?5 15. 3L
b lL. lq
? lL. q3
t r?. ??I la. 5I 10 ll. 30
t{P
{
aa
al
L\
q
0
AV ALAI'ICHE EiITERII{6 SEGhEN T
NUNSER OF PARTICLES N OVI N6
NUNEER OF PARTICLES S TOPPED
II ETE RS TRAVELLED FRON START
9 I
!L5
tttlN tn ax
trt,30 lq. be
!q. L? !q.3rt
lq . r{ 15, e5
ls. a5 15. 5?
PACKET
rt
vltEAN
L. a?
o. D0 '8.00
5.q0
0
01
NP
r ,.{ r t , . resul-t.s
IHI6H I?. I,I ?tLou lq.30 IRAN6E 3,I?. tnE^x t5, tb tsTDEv l. e5
IUNBER OF PARTICLES I'IOVIII6 E . ilUN8ER OF PARTTCLES S?OPPED ?h5
FASTEST PAR?TCLE SPEEI A? FRO ' Is.L N/S
FASTEST PARIICLE SPEED (Al{yUfiERE) 17.{ r/s ALPf{A ?t.0 d3grels :t ' iAX_DEP0SIT 116 meteFs a.iIil_DEPoSIT t?L neters RlllGE_DEPoSfT qe.reters - nEA _DEPoSIT lst oeters
STD_DEV_DEPoSIT I .eters
Prcket n!x(m) Itln(!t) psrticlas
I 130 l?b 5 ? 13q 130 ll 3 t3t 13rt 15 q lq! 131 It 5 l{7 }rt3 e1 I tsl lq? {e ? 155 tst rta
I IhD 155 5e I tLrt tho ?t lD ILt th{ f7
.5 15.5? 15. t! 0. D0 0 L !5. tl rt.?r 0,00 D 7 lb.al 1L.5a 0.08 tr e tL.se rh,tq b.50 a .t Ib.E{ I?.lb s.Ct I l0 l?.lb 1?.rt7 5.1! e
Page 3
| . d' .
Sheetl
Avalanche Profile and x/y coordinates
Bighom Lot 12
Raw Data in feet Data in meters Segment Data
X-feet Y-feet X-meters Y-meters L-meters Ang - Deg Sum L Avg Angle 0 8600 0 2622 0
100 8520 30 2s98 39 38.7 39 38.7
250 8440 76 2573 52 28.1 91 .t32.6 310 8420 95 2567 19 18.4 110 ,.' 30.1
340 8410 't04 2564 10 18.4 120 2s.2
360 E39E 110 2560 7 31.0 127 29.3
384 8396 ',t',t7 2560 7 4.8 134 2E.0
421 8392 12E 2559 11 6.2 146 26.3
441 8390 134 2558 6 5.7 152 25.s
481 E3E6 't47 2557 12 2.9 '164 23.8
Bighorn Lot 12 Avalanche Path
E
c o
t!
g
IU
2640
2620
2600
2580
2560
2540
2520
2500
60 80 100 120 140
Horizontal distance (m)
160 180 200
Page 1
. , { }g2, particles star'
c:\plk\bighorn lot L2-txt
Path drops: 54 rn
Friction mu = 0.35
log M/D = 2.30
Random R = 0.200
Alpha = 26.2 degrees
from top se.gment.^^7 particles dePosi-ted.
a Front stops at X = 126. m
-_-*-*-Front, sPeed (max : 10.7 n/s)
---------l'tean speed (max = L1.7 m/s)
-Deposition
(not to scale)
Exit and view distributions
in your fite c:\Plk\results.txt
results
Please note: all v-varilblcs arc in neters/s.csnd.Plcase noter all t-vanlebles art in seconds.Pletse notcr. NP ls nuabcr of parttcles ln prck.t.
AV^LANCHE EI{ TERI l{6 SE6IIENT
NUTIBER OF PARTICLES NOVI NG
NUIIBER OF PARTICLES STOPPED
NETERS IRAVELLED FRON S'ART
AVALANCHE ENTERIN6 SE6NEilI
NUNEER OF PARTICLES IiOVIII6
ilUNBER OF PARIICLES STOPPED
NETERS IRAVELLED FROI.I S?ART
vHI6H t5. 5e vLou I. 6a vRAl{6E 13. ?0 vnEAN 11. bC vslDEv a. 3L
tHI6H Ia. Orl tLou ?, l?tRAl{GE {. A7
. tnEAN t0. 0?TSTDEV 0. tq
VHI6H I. AIt vLou 3. 00
v RAll6E L. 6{vnEAil L. 90 vSTDEV e. ll
tHI6l{ 7 . ?7 tlo!, 0. 51 t,RAit6E L. ?b tlrEAt{ {. cl ISTDEV t. ?r
vHt6H 13. b? PA vLoLl l. f A vRAN6E tl. h6
v nEAi{ l. a7 vSTDEV a. 13
tHr6H th, 03 tLou t.5a IRAN6E L. S}tnEAN le. oa TSTDEV !. OL
VHI6H 13. 73 pA vLold 0. t0 VRAN6E 1?. e3 VIEAN t. ?S VST}EV E.EP (
PICKET tNI I ?. I?e ?. t5 I A. 15 { E. L3 s 1. le L i. hI ? to. t0 t 10.5t I 11. 07 r0 lI. st
tnAx vnEAll !. lt 3. 00 r. th 3. 00
e. 5{ 3.3b 3.et tt.3a
l. al 5. et q,5? L, a0 5.?q ?.0t
5. ta 7, la L.51 r.???.4? c. qt
tnlx vnEAil
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a. h3 3. ct r.Ia 10.11
1. br 11.30 l0. ro !t. 30
10, 53 11 . ab tl. 0? ta, le It. 5h 13. l0 la.0{ ra. 50
PACKET t )
3 t
5
h
a
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l0
tnt
0. g1
I, la
t. t5
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3. el
3. At q.5?
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Page 2
TOWN OF VAIL DEPARTMENT OF COMMT'NITY DEVELOPMENT
75 S.FRONTAGEROAD
vArL. co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
PROJECT TITLE:
NEW(SFR,P/S,DUP)PERMIT permit #: 804-0215
OWNER GAYLIS, NORMAN B. TT/30/2004 Phone:
179 OCEAN BLVD
GOLDEN BEACH FL 33160
CONTRACTOR ATWELL DEVELOPMENT, INC - 08/13/2004 Phone: 9'70-476-9770
1390 BUFFEHR CREEK ROAD #1
VAf IJ, CO
815 57
I-,i-censel. 202-e
APPL]CANT ATWELL DEVELOPMENT, INC. 08/L3/2004 Phone: 9]0-475-9770
1390 BUFFEHR CREEK ROAD #:VAIL, CO
816 57
I-,icense:. 202-A
Desciption: NEW SFR
Occupancy Type Factor Sq Feet Valuation Dwellings Zone 2 V-N 97.80 3,231 $31-5,991.80 Private Garaqes Zone 2 V-N 25 .55 540 S13, 802 .40
Totals. . . 3,23L 5600, 000.00*
Number of Dwelling Units: I Town of Vail Adjusted Valuation: S600,000.00
Fireplace hformation: Resticted: Y # ofGas Appliances: I # ofGas tngs: I # of Wood Pallet: 0
rrr,r*,1*:***,1**,rt111:r,l***+,***,r)*:********:**.)rtt*rrrtrrrrrr*r!rrt!*'rrrl*rtrr FEE SUMMAIIY ll*
Building----> 53 , 708. ?5 Rcstuarant Plan Review->
Plan Check--> 52 , 4L0 - 69 DRB Fee---------->s0 . 00 Additional Fees------>
Job Address: 3828 BRIDGE RD VAIL
Location.....: 3828 BRIDCE ROAD
ParcelNo...: 210111101020
Project No : PRI04-0164
$3.00 Clean-upDeposit----->
Status...: ISSUED
Applied. . : 08/13/2Q04
Issued. . : 0910812004
Exoires. .: O3lO7l2OO5
S0. 00 Total Calculated Fees----> SG ,525 -54
s0.00
Investigation->
Will Call---->
S0 . 00 Recreation Fee-------> S323 . 10 Total P€rmit Fee------> 55, 525 . 54
S0 . 00 Payments--------------> 56 ,525 .54
TOTALFEES-------------> 56,52s.54 BALANCEDUE----->s0.00
Approvals:
ITEM: O51OO BUILDING DEPARTMEIiIT
09/08/2004 cdavis Action: AP APPROVED AS NOTED
0I/10/2005 cdavis Action: AP 2nd revision approved as noted. A11 red-lin
corrections noted on drawings shall be addressed in an approved manner
Item: 05400 PLANNING DEPARTMENT
08/1912004 MRG Action: AP Revisions reviewed and aproved
Item: 05500 FTRE DEPARTMENT
Item: 05500 PUBLIC WORKS
09/0I/20O4 Is Action: COND Provide a boulder wa1l single and double ti
starned drawing frorn a license PE. For retaining wall 4-6 ft. in height.
Provide eroison control at cul-da-sac, downhill porLion.To prevenE sediment from f
street. To be removed when snow is present.
l:':*i--9j::g-IT-q-1TIgTJll9-*'*.|*.**,t...**a....4'.,||||t|ir|.|i||'***'|'|''.1|..lt.||r*|..''**..'!|
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full tlie information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws. and to build this shucture the towns zoning and subdivision codes, design rwiew
approved, Uniform Building Code and other ordinances of the T
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOIJRS IN ADV AT 479-2149 OR AT OtrR OFFICE FROM 8:00 AM - 4 PM.
SIGNATI.JREOF OR CONTRACTOR FOR HMSELF AND OWNER
PAGE2
**'t****:3*{.'3'3****+++++{t*'}'}:}'**!*,f**:}**'}*!i'}'t**+*++******'i*:t{t'i'|.'}:***:*:i'i't'l't{'{t't'}+++*:}*'t!t*'t**!t**********
CONDMONS OF APPROVAL
Permit #: 804-0215 as of 01-l l-2005 Status: ISSUED
**'t*+**'t'*'}'|**'t**:t*:t**'|*!t'i:i'i*++++'t***'t{.|*:|,|*'t't:*,|.:**'f**'t{t!t:|t**+,}'t+'t,t**'}{.{.'}*
Permit Type: NEW (SF&P/S,DUP) PERMT Applied: 08/t3/2004
Applicant ATWELL DEVELOPMENT,INC. Issued: 09/08/2004
Job Address: 3828 BRIDGE RD VAIL
Location: 3828 BRIDGE ROAD
ParcelNo: 210111101020
**!**!********:*:t:t:8:|.'t't*,**:|.****!i***++*+*'t*{.{'*{.*'t!8't***|*,t*,|t'}'}'}'|.,t***:*****:t***,t****'t,*****!***!}*,*****:t***
CONDITIONS
+*'i*+++*+****,f ,*!****'t**'**'***'*!s***,******:t*ti't*******!t*********!t,3*,*!t***,*'|,t '|*'t:t'r{.:r{.**********'t,t***,}***!*******
Cond: 33
(PLAN) THIS PROJECT WILL REQI.IIRED A SITE IMPROVEMENT SURVEY. SUCH STIRVEY SHALL
BE SUBMITTED AND APPROVED PRIORTO REQUESTFORAFRAME INSPECTION.
Cond: 12
@LDG.): FIELD INSPECTIONS ARE REQLJIRED TO CHECK FOR CODE COMPLIANCE.
t*a+++{"}*a*at:l***+++a++*{r****aal***+++*t*+*++r*+f*tr*aa+++++**t*a*aaraf*taat*+*+tt***t*|t***
TOWNOFVAIL, COTORADO Statsn€nt rttf'i+*t**+*fl****tti**'al9l*+++ta***tffa{'**'}l++*+t*f**+*a***ff***++alt+a*ttt**r**a**a***+***
starenent Number: R050000016 Amounti $80.00 I1/LL/2OO5!1 :52 AIvl
Palment Method: Check Init: DDG Notation: Zeeb5774
Permit No: 804-0215 Type: NEW (SFR,P/S,DUP) PERI4IT Parcel No: 210111101020
Site Address: 3828 BRIDGE RD VAIL Location: 3828 BRIDGE ROAD
TotaL Fees: $6,525 - 54 This Payment: $80.00 Total AI,IJ Prnts: $6,525.54 BaLance: S0.00
ACCOI.JNT ITEM LIST:
Account Code Description
PF OO1OOOO31123OO PLAI{ CHECK FEES
Current Prnts
80.00
TOWN OF VAIL DEPARTMENT OF COMMLINITY DEVELOPMENT
75 S,FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
ELECTRICALPERMT Permit #: E04-0280
Fo 4-o>t{-
Job Address: 3828 BRIDGE RD VAIL Status . . . : ISSUED
Location.....: 3828 BRIDGE ROAD Applied . . : 1112312004
Parcel No...: 2101111010202 lssued . . : ll/29/2004
Project No : ,2, Expires . .: 05/28/2005 'Oo+' otb+
OWNER NG WHITECLOUD I-,P 7I/23/2004 Phone: 305-652-6676
2845 AVENTURA BIJVD srE 100
AVENTURA FL 33180
License:
CONTRACTOR SABO ELECTRIC 1I/23/2004 Phone: 970-524-1970
0799 COTTONWOOD PASS ROAD
GYPSUM, CO
81537
L,icense: 27 6-E
APPLICANT SABO ELECTRIC II/23/2004 Phone: 970-524-7910
0799 COTTONWOOD PASS ROAD
GYPSIJM, CO
8163 7
License: 276-E
Desciption: PERMANENT SERVICE AND TEMP POWER
Valuation: $10.000.00
't:t** * 1. *,t *)t )t )t*,t)t:**
Electrical-----> $141 . 00 Total Calculated Fees-> 5144 . 00
DRB Fee-----> S0 . 00 Additional Fees-----> S0 ' 00
Investigation--> S0 . 00 Total Perrnit Fee-----> S144 . 00
Will Call-----> 53.00 Paym€nts----------> 5144.00
TOTAL FEES--> 5144.00 BALANCE DUE--------> S0.00
Approvals:
Item: 05000 ELECTRICAL DEPARTMENT
LL/23/2004 JS Item: 05600 FIRE DEPARTMENT
Action: AP
CONDITIONS OF APPROVAL
Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the infonnation as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this sfuchrre according to the towns zoning and subdivision codes, design review
approved, Uniform Buildiog Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN A-DVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
f*,25-t"-la
**tl'*******l++++++++**+'+*************+a**l*********++t*tl********+*ff+ff******+'tt***********
TOWN OF VAIL, COLORADOCopy Reprinted on ll-29-2ffi4 at 15:31:19 ll/2912004
Statem€nt
****l***********r3r,l.tt**l***+++++t+******t*********+*++++++ft*+*****+*f************+*+*tlltl*
Statement Nurnber: R040007192 Amount: 5144.00 It/29/200403:30 PM
Payment. Method: Check Init: DDG Notation: Sabo electric
6645
Permit. No: E04-0280 t\.pe: EI-,ECTRICAI PERMIT Parcel No: 2L011170]-0202 Site Address: 3828 BRIDGE RD VAIL Location: 3828 BRIDGE ROAD Total Fees: $144.00 This Payment: $144.00 Total ALIJ Pmts: $144.00 Balance: $0.00 +'l"f*'i*************++*fft+*****'if't*r********f+***+ff****************+'ll.lt*'********++++*+tt****
ACCOI.JNT ITEM LIST:
Account. Code Description Current Pmts
EP OO1OOOO31111OO TEMPORARY POWER PERMITS
WC OO1OOOO31128OO WILL CALL INSPECTION FEE
141. 00
3 .00
ttl23l2AA4 16:11 97s524797s SABO ELECTRIC INC PAGE AL
Efectrfcal Permlt #:
-97 O- 479 -x,/,g (trcP€Guotll
75 S,.Fr.ontrge Rd.
lftil, colorado 81657
COT{TRACTOR I}I FORTIATIOI{
'S*l,oElearri.;gh4 el.u-' 91 A.2Lt
"nQ*(5,1f
COilPLETE sQ. FEEf FgR llEW EUILDS and VALUATIOI{S FOR ALL oTHERS (labor & lrlabrials)
ELECIRICAL VATUATION: I .nmounrOr sQ FrIN STRUGTRE: 3&3.f
lglrlra f oaeA
lobAddress: lOCs .p.ctqwi4 Vt,l Co Job Name: Gaql,s Re;,A,pn
$or- 6t3- 66-76
?e-r*rrurr-r* Serv'(L r Tc-n7 ?ooo'
WorkClass: Ne*K1 Mdition( :)-- n"te( -)Repalr( ) TemPP*,"1--l--ottte( l
ffint Yes() t'lo()@E<ter'ior( ) Both( )
llo. of nmonrrnoOaUon Unlts In thls building:@it'inthlsbullding:
ffiYeEI) No
lQ'l"
N?v,:, j
TCIl/-e0M.DEv.
TOWN OF VAIL DEPARTMENT OF COMMUMTY DEVELOPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970479:2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E05-0043
Boq -o((t
Job Address: 3828 BRIDGE RD VAIL Status . . . : ISSUED
l,ocation.....: 3828 BRIDGE ROAD Applied . . : 03l3ll20fl5
Parcel No...: 2l0lll10l020 Issued . . : M/12/2Cfr5
Project No ' pA-ro'l -o (.G 1 E*pires . .: l0/W/2W5
owNER GAYLIS, NORI,IAN B. $/3a/2OO5 phone:
179 OCEAN BLVD
GOI,DEN BEACH
FL 33150
I-,icense:
CONTRACTOR SABO ELECTRIC 03/3L/2005 Phone: 970-s24-797O
0799 COTTONWOOD PASS ROAD
GYPSI]M
co 4L637
License = 276-E
APPL,ICAIflI SABO EI-.,ECTRIC O3/3!/2O05 phone: 970-524-7970
0799 COTTONWOOD PASS ROAD
GYPSI'M
co a1637
License: 276-E
Desciption: NEW RESIDENTIAL ROUGH & TRIM
Valuation: $0.00
DRB F€e-------- >
lnvestigation-- >
will cdl-------- >
Electricrl------ > S146. 05
$0. o0
$0. o0
$3. Oo
TOTAL FEES-> 5149. 05
FEE SUMMARY
Total Calculat€d Fe€s--> 5149.05
Aclditional Fees----- >s0.00
Total Permit Fec----> S149.05
Palm€nb---------- > $149.0s
BALANCE DUE--.-.- >s0.00
Approvals:
ftem: 06000 ELECTRICAL DEPARTMENf
o4/o4/2o05 cdavis Action: AP Subject to field inspection
Item: 05500 FIRE DEPARII{ENI
CONDITIONS OF APPROVAL
Cond: 12
J,"*Pf;;].;..1T-113..IJ*.t3:l-t-o-lH--ffi-5IPJ,.ll1?.,.*t*9.-,.qP--9-T...19*..S93I..9.o.yJ*lH9*;*'****"..**,.ra.*,,*,++':|a:i*:i*+**
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll the information required, completed an accurate plot
plan, and state ftat all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR IIOIJRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.2*z;S;t-'-
+**'iaa'****t++l'i*+f**++'ttt***t++f'}trr*****+****a*fta'3***atf*tt*a*******++ffafaaaaa**f*'iaata**
TOWNOFVAtr4 COTORADO Stat€ln€rlt **+ltl*al'**ltl+++at*f+f+lfat*****afa*aa+**t*+alflllltlta**l*rl*taa'lta*tl'aaa***t********a****
Statehent Number: R050000369 Arnount: $149.0S O4/L2/2OOSL0:26 Alt
Payment Method: Check fnit: l|T Notation: Paut Sabo / ck
*2L97
Permit No: 805-0043 T)E)e: ELBCrRICAIJ PERI{IT
Parcel No: 210111101020
Site Address: 3828 BRIDGE RD \IAIL
Location: 3828 BRIDGB ROAI)' Total Peea: $149.05 ThLs Palment: $149.05 Total AIJIJ Pmta: $149.05 Balance: $0.00 +**++**+++++f**+****'tl.*l*******'+'i**t****t*+++*t+!t***'|l'****t**t***'l*'l**'l'*l'**tt't**++++++++++++
ACCOI,JNT ITEM LIST:
Account eode Descrlption Current Pmts
EP OO1OOOO31111OO EIJEETRICAL PERMTT FEES
WC 00100003112800 WIIJIJ CAITL INSPECIIOII FEE
145.05
3 .00
ApprrcArron wrLL Nor BE AccEprED t:r1ff ".rff"T #I*"-t"p O_,Sg ! + !t q
f"^4'fsLD,736orn :.f#'?ffi r-- lrlcI d q lts s7o'47s'2!4e (rnspections)
mv[wvlil,
75 S. Frontage Rd.
Vail, Colorado 81557 ec((pL(3 CONTRACTOR INFORMATION
Contact anO Phone #'s:
?o_l JQo.r1ft6
Crt r lc
7*'a'1 5"14
COMPLETE sQ.FEETFoRNEwBUILDSandVALUATIoNSFoRALLoTHERs(tabor&Materia|s)
EIECTRICAL VALUATION: $
AMoUNT oF sQ FT IN STRUCTURE: 3a€l
Parcel # .A.toail(o ao,io
Job Address: gAAg S..otq- l?A Job Name: GoriS i: R.e-t;,den(e_
Subdivision:
Phone:o'rr- 6Sa- 06-76
P eL^r R'e"'oLat"'f tot I
Work Class: New{() Addition ( ) Rernodel ( )Repair( ) TemPPower( ) Other( )
%Yes() No()
Does an EHU exist at this lc :a'*ior() Bout()Work TyPe: Interior ( )
ffi,.."ttA"u"n unig in this building:
N"-f E-'|st"S Dwelling Un'rts in this building:
Is this Permit for a not tun: Ves ( ) M ru ffi)No(
328'8640 o! vis\for Patel #
Conbct
fficD MAR $
***************************************FOR OFFICE USE ONLY***********************L****
e\
Vc v fu- uf\wz
p.3005.
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
vArL. co 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHAMCAL PERMIT Permit #: M05-0017
CONIRACTOR AI,I,IANCE MECIIANICAI
PO Box 1855
Eagle, Colorado
81531
License:299-M
APPLTCA}TT AI,I,TANCE MECHAIVTCAI,
02/0L/2005 Phone: (970) 328-0303
02/01-/2005 Phone: (970) 328-0303
,S0.00 TOTAL FEES------> 58?8.00 Total Permit Fe€----- > S878.00
$ot\-o ((5
Job Address: 3828 BRIDGE RD VAIL Status . . . : ISSUED
Location.....: 3830 BRIDGE RD Applied . . : 02l01lz0[,s
Parcel No...: 210111101020 Issued. . : 03ll4l20[ls
Project No : ?Rto r{ - C (O L1 Expires . .: 09ll0?CF.5
owNER GAyr.,rs, NoRr{AN B. 02/0L/2OO5 phone:
179 OCEAN BI.VD
GOLDEN BEACH
FL 33L60
Iricerrse:
PO Box 1855
Eagle, Colorado
8L631
License : 299-V!
Descipion: BOILER IN FLOOR, FLUE AND COMBUSTION AIR, BATH, RANGE AND
DRYER VENTING
Valuation: $34.590.00
Fireolacc Information: Restricted: Y # of Gas Appliarrces: 0 # ofcas L,ogs: 0 # of Wood PeUet: 0
FEE SUMMARY
Mechanical-- > S?00. 00 Resnrarant Plan Review-->
Plan Check--> 51.?5.00 DRB Fee----------------- >
50.00 Total Calculated Fees-- > 5878 . 00
so. oo AdditioDal Fees------ >90.00
Investigation- >
Will Call---- >$3.00 $ 8?S - 00
BALANCE DUE----_ >s0 .00 I'ALAIIUE t-rUE-------> 5U - UU
Item: 05100 BUIIJDING DEPARTTT{ENT
!2/L7/2OO5 Jw Action: AP
IIEn: O55OO FTRE DEPARTMENST
CONDITION OF APPROVAL
Cond: 12
(BI-,DG.): FIEI.ID INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COI{PI,IA}ICE.
Cond: 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEc. 701 OF TI{E 1-997 IJMC, OR SECTION
701 0F THE 1997 rMC.
Cond:23
(BLDG.): INSTALLATION MUST CONFORM TO MANITFACTURES INSTRUCTIONS AIiID TO CHAPTER
10 OF TI{E 1997 I'MC, CHAPTER 10 OF THE 1997 IMC.
Cond: 25
(BLDG.): GAS APPLIANCES SIIAIJIT BE I/EI|TED ACCORDING TO CHAPTER 8 Al,lD SHAI-,L
,IERMINATE AS SPECIFIED IN SEC.8O5 OF THE ].99? IIMC, OR CIIAPTER 8 OF THE 1997 IMC,
Cond: 29
(BIJDG.): ACCESS TO HEATING EQUfPMENI MUST COl,tP[Y WITII CHAPTER 3 A]ID SEC.1O17 OF rHE 1997 UME AND CHAPTER 3 OF TIIE 1997 IMC.
Cond: 31
(BI,DG.): BOII,ERS SHAI.,L BE MOI'T.ITED ON PLOORS OF NONCOMBUSTTBLE CONST. I'NLESS
LISTED FOR MOI]NTING ON COMBUSTIBI,E FIJOORING,
Cond: 32
(Br,Dc.): PERMTT,PIJANS At{D coDE A}IArJysrs Musr BE posrED rNMECHANTCAT RooM pRroR
TO AN TNSPECTTON REQI'EST.
Cond: 30
(BIJDG.): DRAINAGE OF MECIIANICAIT ROOIT{S COIiITAINING I{EiATING OR HOT-WATER SUPPITY
BOIIJERS SHALL BE EQUIPPED WITfi A FLOOR DRjAIN PER SEC. LO22 OF THE 1997 tMC, OR
f.1:LtP,X-*9-9-1;.:--.oJ--f ..,t:,3;*I.TS*.*.**
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and stalo ftat all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this stnrcture according to the towns zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOIJR HOURS IN ADVANCE
PM.
AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
CTOR FOR HIMSELF AND OWNEF
++*+*l'*l"t**********+'l'|t'i'i*t*ri*++**+r***t'*t'|!**'t*r**at*****'tit***+l't't"lt'+***+**********++l+,3*,t**+
TOWNOFVAIL, COIORADO Statement **+*****{'f{t'tt*'t****++*******f**'}*************fl***.''}'}*'}**********fll++fl*+++++*++++*++ttattf
Statenent Number: R050000230
Pa)ment Method: Check
Mechanical 5733
Amount : $8?8.00 03/L4/2ooso3 : o2 PM Init: DDG Notation: AlIiance
Permit No:
Parcel No:
Site Address :
Location:
ThiE Palment:
M05 - 0017
210111101020
3828 BRTDGE RD
3830 BRIDGE RD
$878.00
TIE)e: MECHNiIICAL PERMfT
VAII-,
Total FeeB:
Total AIrIJ Pmta :
Balance:
$878.00
$878.00
$0.00
Current Pmts
ACCOI,JNT ITEM LIST:
Account Code
MP 00100003111100
PF 00100003112300
wc 00100003112800
Deacription
IIECHAIiIICAL, PERIr{IT FEES
PI,AII CHECK FEES
WILL cjALL IIISPECTION FEE
700.00
175.00
3 .00
75 S. Frontago Rd.
VatL cdondb 8t6sz
no#,?,lt'ilffi1
gllgMechanical Room layoutdnwn b
anlcal Roo CfrTVED
FEB 0 1 2005
TOV.COM.DEV.
t Loer Calcu
ulpmant Crt/Spec Sheetr
Permlt will not be acepted wlthout the following:
At -t ntS46*+Ec,r{AL_0{ e.AL
Conbct and Phone #3:
qpu A.Hd q'tD.q11 - bzt,g
6MPLETE VALUATION FOR MECHAT{ICAI pE r & Materiats)
I urcxmrceu * .3 t/ f7 c> [
# zlot\tl
Job Narner crAvr-rb f<Esioe^t ce-Job Address: Sfrb 6RrD(r9 KD - VA1L . co
SuMMsion : 6 lcrHclzl.t 2FDAo>rrr cl.l
Ntr Wr-t tlE{,lq^b
@rlE ra' tupuocrt . Fr Lt .! ecvtBLr
WorkClass: ttew(y' nOaruon( ) ruteration( ) Repair( ) Odrer( )
Boiler location: Interlor (Exedor( ) Other( )Does an EHU o<Lst at thb locafion: yes ( ) No ( )
Tvpcof Bfdgr srngb+anfi(4 Duoex( t M,rreftrn( ) commedal( ) R€shurant( ) oher( )
No. of Bdsdng Dwelling Units fn mG Uufldfng:No. of Accommodation Unfts ln ttrls bulldlng:
ffi
rl.rtr* rl*,l.rl.tt{arlr{.**,t,fi rtl.,l,trt,*rl.,l,l.usE LY{.f.tf rf f.f.*r}***!t*rt,l.:t,trf, *rfi rl.,l.rl.*t !trt,*!*
f !/!Y.rFrc/6[E/mcdrp.nn
tr18 -
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
vArL. co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHAMCAL PERMIT PErMit #: MO5-OIO6
Job Address: 3828 BRIDGE RD VAIL
Location.....: 3828 BRIDGE ST
Parcel No...: 210111101020
Project No t Prj o(-o tro(
So( _oH6
Status...: ISSUED
Applied. . : 05125120f5
Issued. . : O6l29l20f5
Expires . .: 1212612005
O$INER GAYI.,IS, NORMAI{ B.os/2s/20os
179 OCEAN BI,VD
GOIJDEN BEACH
FL 33150
APPITTCANT FRISCO FIREPLACE & SHOP, INC05/25/2OO5 phone: 970-668-3750
P O BOX 1330
FRISCO
co 80443
License: L01-M
corrrRjAcToR FRIsco FTREPT,ACE & SHOP, ANC05/25/2OO5 phone: 970-668-3760
P O BOX 1330
FRISCO
co 80443
L,icense:101-M
Desciption: NEW SFR-INSTALL 1 cAS FIREPLACE AND 1 WOOD BURNING FIREPLACE
Valuation: $8.531.65
Fireplace Information: ResFicted: Y # ofcas Applianc€s: 0 # ofcas t gs: 0 # of Wood Pellet: 0 **:t*****'r;r'ri**:r:**!a'|*,|*+'r'r*'r**'***'|.t'ttrt******,t:t't******'r'r,**rr)*ra*,r'rittt*tt FEE suMMARy Mechanical--> S18o. oo Resuan Plan Review->50.00 Totel Calculated Fees-- > 5228.00
Plan Check-- >
Investigation- >
Will Call----- >
$45.00 DRB Fee-------------------- > $0.00 Additional Fees------ > $0-00
s0. 00 ToTAL FEES- - S228 . o0 Total Permit Fee----- > S228 . 00
$3.00 Paymeots-------------- > $228.00
BALANCE DUE----- >$0 .00
Item: 05100 BUILDING DEPART!,IENr
06/08/2005 .rRM Action: Ap
Item: 05600 FIRE DEPARTITIENI
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPI-,IAIICE.
Colrd | 22
(BI-,DG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF TI{E 2003 IMC A}ID SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL,.
Cond: 23
(BLDG.): BOIILTER INSTAITIJATION MUST CONFORM TO MANTFACTIIRER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPL,IAIICES SHALL BE VENTED ACCORDING TO CIIAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG. ) : ACCESS TO MECI{A}IICAIJ EQUIPMENT MUST COMPIJY WITH CHAPTER 3 OF THE 2003
IMC AIiID CIIAPTER 3 OF TTIE 2OO3 IFGC..
Cond: 31
(BLDG.): BOILERS SHAITIJ BE MOITIITBD ON FLooRS OF NONCOMBUSTIBL,E CONST. ITNIJESS
LISTED FOR MOITNTTNG ON COMBITSTIBITE FIJ@RING.
Cond: 32
(BLDG-): PERMIT,PLANS AIID CODB AI{AIJYSIS MUST BE POSTED IN MECHANICAIT ROOM PRIOR
TO A}I INSPECTION RBQI'EST.
Cond: 30
(BIJDG. ) : BOTLER ROOMS SIIALL BB EQUIPPPED WITII A FLOOR DRAIN OR OTIIER APPROVED
MEANS FOR DISPOSTNG OF LTQUTD WASTE pER SECTTON 1004.5.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, cornpleted an accurate plot
plan, and state that all the information as requircd is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances ard state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building ard Residential Codes ard other ordinarrces of the Town applicable thereto.
REQLJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT Ot R OFFICE FROM 8:00 AM - 4
*ft+'t+*****+{'+'t'}****++t+*'trta*+'}+*a'}*rr***f*+lr'}*t****+t*++*l'}{r'}***+++tf+*+t+***tttf++++*tt*+
TOWNOFVAIL, COLORADO Starement l+l++++++*tf++++**t*l''f+t+++++ftt+++++**+tlt+++++f++a****++*l't+*******a**a******++t+****r***
Statement Nunber: R050000959 Amount:
Palment Method: Check
FIREPI,ACE
$50.?s 06/29/2OOSOe:59 Arrl
hit: IJC
Notation: #31029/FRISCO
Permit No: MO5-0106 rype: MECHANICAIT PERMIT
Parcel No: 2101-111-0102 - O Site Address: 3828 BRIDGE P;D VAIL
IJocation: 3828 BRIDGE ST
Tota1 FeeE:This Payment:$50.7s Total AJ.,L PntE :
Balance:
$228.00
$228.00
$0.00 ++*t**************f*{'{'**i***t*********t'f**+**f'}tt**t*******++++++++++***++******************
ACCOUNTITEMUST:
Account Code Description Current Pmts
MP 00100003111100
PF 00100003112300
wc 00100003112I00
MECHA}iIICA! PERMIT FBES
PLA}iI CHECK FEES
WIIJIJ CAI.|I.| INSPEETION FEE
L2.'t5
45.00
3 .00
TOWNOFVAIL, COTORADO Stat€ment
Staternent Nrrt|iber: R050000682 Arnount I S16?.25 05/25/20O5O8:57 AIrl
Payment Method: Check Init: iIS
Notation! 30845/FRTSCO
FIREPI,ACE
Permlt lilo: M05-01O5 ?Upe: MECIIAIiIICAL, PERI4IT
Parcel No: 2101-111-0102-0
Site Addreaa: 3828 BRIDGB RD VAIIJ
Irocation: 3828 BRIDGE ST
Total Fees: $228.00 This Palment: $157.25 Total ALL Pnts: iL67.25 Bal-ance: $50.75
ACCOUNT ITEM LIST:
Account Code Deecription Current PmtE
MP OO1OOOO31111OO MECHAT{ICAIJ PBRMIT FEES L67.25
APPLICATSON WILL NOT BE ACCEPTED IF INCOMPLETE OR. U
Building Permit #:
Mechanical Perrnit #:
97 O- 47 9 -Z!49 { Inspections)
TOWN OF VAIL MECHANICAT PERMIT APPLICATION
Permit will not be acceoted without ihe foilowinq:
TCIWNAFYAIL
75 S. Frontage Rd.*''*'"F{i
Heat Loss Calcs,o EquipmentCut/SpecSheets
COMPLETE VALUATIoN FoR mECHANICAL PERMIT (Labor & Materials)
for Parcet #Conbct Assessots Office at 97O-328-8640 or visit
Parcef # (Requiredif nobtdg.permit#isprovidedabove) <lO( ll tO lO -iLC)
JobName: ffi JobAddress: SfrAB ZE/)4. el,
resat Descripti'o;-- ll ;i, - -
ll eu.t, ll ririns,Subdivision:
owners Na*fura2ra1=-*ncrv llaaaress'p,O,tsdx531,,. utu/offi ll Phone: 5t3-,7oL\'
Encineer: _ ./bt +v+.,(^s,y l FAAa.ess:Phone: -
Detailed descripiion of work: /il3.f*L/_
1Nt7'*.t.c
/ a>y''! fifcPL.4{.€ 3o,
/- rr boA B u.'.'i tilI /? Ee /2i4{€
aD1)Bn)
WorkClass: rue*ffi Addition( ) Alteration( ) Repair( ) Other( )
Boiler Location: Ihterior ( ) Exterior ( ) Other ( )Does an EHU exist at this locaUon: Yes ( ) No ( )
Type of Bldg: Single-tumily pd Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) fther( )
No. of Existing Dwelling Units in this building:No. of Accommodaiion Units in this building:
No/Tvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq ( )
Nofl-ype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (
7{MECHANICAL: $ 6 57 /, (/5'
CONTMCTOR INFORMATION
Mechanical Contractor:
Fnga fiaeft*tE
Town of Vail Req, No.:
L}I- i{1
C.onbct and Phone #'s:
Ne+se/ l,ilLLl eA 170' tl,fi' 37hO
Contractor Signature: *>4 nn ,', ,U. ( {t u(
*****x+********+***x****FoR oFFICE USE ONLyx*********+**********x*******
F: / everyone /forms/ medrperm v*L,f
DV360
@+@
*K CFM
CFM SPTCIALIY HOMT PRODUCTS
o drvi5ion d (lll [oryorolio,r
7' Dra
4'D,a
In the interest ol constant product improvements, we reserve lhe r'ghl to change spectficalions
without notice Belore installations' please read lnstallation Instruclions and check all local
Building Codes and Gas Reguhljons CDN Patents: 1 2U 765 1 284 765' 1 284 767 1 295 8gO
U.S. Pafenls: 4 838 240, 4 838 241. 4 9O9 227. *Patent pendrng
Vermonl Castrngs rs a regrsle(ed lrademark ol CFM Corporalion
4I 0 Admirol Blvd.
Mississougo, Onl L5T 2N6
ref: (9o5) 67O-7777
For: {905) 565- 4690
www.moiesticproduds..om
wuw.vermonlaoslin gs.com
YOUFi CFM SPEC|ALTY HOME PRODUCTS DEALER
version: 6 1000 ?'i't3 09.'04
Cosl Trim Specificotions for DV360
MODEL SPE€IFICATIONS:
nough F.-tg Duptt', t q t la" Zg I fZ"
o^ ^r. Fr^min^ tsa,.hr 38 I /2" 42 1','2"
^s!!J ' I ru!'r"iY s iY' i,
,.^-;,^i,iJ Aitl 4.i14" 47 1t4"
Btu! l'^ox. inpur 30,000 NG.TLP - -38'000 NG'/LP
R+,,'.
^.{in
inh,,r 2l,0OO NG/LP 26,500 NG/27,000 LP
EnlElil" Rofins, Fi."plo." Effi.iun.v 53% . - -- 5 t 1ol"
Si"oav Sror" ffl.i"ncy Roting 8370 NG/84% LP 83% NG/849i' LP
rth fon on
AFiji toy D.C.E. tf{iciencl 64'/a 6A',i"
Viewino Width 32 1/4',
DV58O
k Bouoh ODenrno Wrdllr 47l.'i
t
I
Rough OPenrn! Vr',dlh 4r ":"i
Lool ior ItP E atculd.
Gt! Fi.oplac.e Energy
Eltrcie.ncy Raling in this brochure
A....t 6 CSA P| 142
., :'iFr l'{iARTH f iTUOD EUF.NINC flREftACEt
The SuperHearth Series wood buming firePlaces are the pe#ect
solution to create a totally authentic, custom built masonry setting'
The SuperHearth series offers one of the most€xpansive hearth
areas in the industry and is the largest firebox that Vermont Castings,
Majestic Products has to offer. The SuperHearth series fireplaces can
be installed quickly and easily due to the zero clearance design.
Standard Features and Benefits
. Availabfe in 16",42" ,48", and 52" opening width models
. Totally refractory-lined firebox. Sides and back are lined with a
realistic herringbone firebrick Pattern imprint for beauty and
durability. The hearth is lined with a classic brick pattern for easy
ash clean uo.
. Buif t-f n Cast lron Flue Damper in 42" and 52 " . Steel Damper in
36" and 48 ". Dampers help reduce home heat loss when the
fireplace is not in use.
. laoered Firebox Sides assure greater reflection of radiant heat
. '.- ean Surround Face permits flush finishing around the firebox for
a traditional aopearance of a firebrick surround finish
. Fully insulated firebox construction helps improve heat efficiency
by reducing outside cold infiltration.
. Built-ln Ash Lip helps to reduce ash spillage
. Black Wire Mesh Firescreen with s$ish brass pulls Protects against
. denerous wood basket grate made of 5/8" diamond stock steel
. Factory installed connection for Outside Air System assists with
flow of combustion air to firebox. Venting and termination sold
separately.
. Uses Majestic's 1 1 " double-wall chimney system that keePs
installation simple and economical. No tools or fasteners are
required for this snap-together pipe system.
. Cas Line Access has easy knockout on both sides of firebrick for
optional gas applicaiions.
. UL Listed and Tested to meet and exceed safety standards
. 30 Year Protection Plan and limited war4nty to assure quality and
dependability.
Optional Accessories
. Tempered Bi-Fold Glass Doors are simple to install and operate.
These doors provide a Sreat eie!"' cf the fire while helping to
r€duce heat loss. Available in Bhck, Pdwtet, Brushed Brass, and
Deluxe Polished Brass finishes.
. AK-MST Outside kit provides onstant flow of frsh air to the fire
box for tighdy sealed homes.
. Full sunound mantels are available in a vrtiety of materials and
come pre-cut for fast, easy installation.
Slmple, Economical ChimneY SYstem
The SuperHearth Series is designed to utilize our 11CF double wall
chimney s)astem to keep installation simPle and economical. No tools
or fasteners are needed for this snap-bck plpe sectton and elbow
system. The 13 1/z'slimouter wall construction uses the traditional
17 th' x 17 1,/2' ceiling opening.
P
c
L
c:
c
36
29
10 r
42
'2 .
r0 -
,18 "
15' r
1:t- .
10: .
93; I
52
2a
9.
1:', :
r !5
a 53 .',
?9 .
53',
5! .
2t..
68
63
3l
Sultri{*a:il}
TOWNOpVan
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
Job Address:
Location.....:
Parcel No...:
PLI.JMBINGPERMT
3828 BRIDGE RD VAIL
3828 BRIDGE ROAD
210111101020
Permit #:P04-0170
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
Status . . .
Applied. .
Issued .
Expires . .
Plumbing--->
Plan Check-->
Investigation->
Will Call--->
5360 . 00 R€stuararf Plan Review->
S90 . 00 DRB Fee----------->
s0.00 ToTALFEES------>
s3.00
tT/30/2004 Phone:
1,1,/30/2004 Phone:9 7 0-32 8- 03 03
1,L / 30 / 2004 Phone :970-328-0303
# ofGas logs: ??# of Wood Pallet: ??
FEE SUMMARY t'rr1**t'r**:t:r****:r'**:r***r.*'r:r*ar.a,|arrr!r!r***:r:*****:*****+***,rr*
s0.00 Total Calculated Fees-->
50.00 AdditionalFees------->
$453.00 Tolal P€mit Fee----->
Payments------------->
BAI-ANCE DUE.-_---.>
| *.t *+ta*:tt:a,;tl:t,;rta t*tra**'l:* ****,1,1| +* *ta +,it***aaat **:l tt**,1**'l * *:t'l*****,1** *)i* l. *t**t***a*,tlt,|:|,1:;t*latll*a****
Item: 05100 BUTLDING DEPARTMENT
IL/30/2004 JS Action: AP
Iten: 05500 FrRE DEPARTMENT
(BLDG. ) : FfELD INSPECTIONS
CONDITION OF APPROVAL
ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:12
,1,***,1** *i * a 'l t:l:i 'i:i:| a:| '* * * *:*'l 'l,l,l** +t'tll*
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in ful1 the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town appli thereto.
ProjectNo t PrJ o rf- o tgrr1,
OWNER GAYLIS, NORMAN B.
179 OCEAN BLVD
GOLDEN BEACH FL 331_60
License:
ALLIANCE MECHANICAL
P.O. BOX 1855
EAGLE, CO
dl-b5r
License : L4'l -P
AI,I-,IANCE MECHANI CAL
P.O. BOX 1855
EAGLE, CO
815 31
License: 147 -P
CONTRACTOR
APPLICANT
Desciption: NEW PLUMBING FOR ENTIRE RESIDENCE
Valuation: $24,000.00
Firenlace Information:Resbicted: ??# of Gas Appliances: ??
6o 4 -oNF
: ISSUED : 11./30/2004 : 12102/2004 : 05/31/2005
s453.00
s0.00
s453.00
9453.00
50. 00
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOIJR HOTJRS IN ADV AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
+*li**+f*****'i*'if'|*l'**'+**lfl+t****:t*l't*'i'i'|'l*'|*****lf++*+t***++f**t********fl++++****'i!*t**'r*t
TOWNOFVAIL, COIORADO Stat€rnent ***+*************{'**tl'*+******l'*f 'tl'*'}'l"tt'l'l"a'}'}*'t*+llt++{r't't*'}***'t'}**'}*+f ++++**+******r*t***{t**
Statenent Nurnber: R040007214 Anount: $453.00 t2/02/200404:43 PM
Palment Method: Check Init: DDG Notalion: Alliance Mechanical 5 595
Permit No:Parcel Nol
SiEe Address :
Location :
This Payment:
P04-0170 1]r;le:
2101_1110102 0
3828 BRIDGE RD VAIL
3828 BRIDGE ROAD
s453.00
PI,I'}TBTNG PERMIT
Total Fees:Total ALL Pntss :
Balance:
$4s3.00
$4s3 .00
s0.00
ACCOI.JNT ITEM UST:
Account Code
001000 03112 3 00
0010 00 03111100
00100003112 800
Descriptj-on Current Pmts
PF
PP
wc
PLAN CHECK FEES
PLU!4BING PERMIT FEES
WILL CALL INSPECTION FEE
90.00
360.00
3 .00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
TOWT{OFYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
Plumbing Permit #:
Contad Asseclorc Office at 97O-328-8640 or visit for Parcel f
Parcef # (Requiredif nobldg.permit#isprovidedabove) Kg+(y#44 ercrr rrrorozo
Job Name: GAvct= gg31ov-aicE lobAddress: 3bza r3t3tDc^e Bp - Vnre
Legal Description Lot: lO Block:Filing:/tt> Al>o.Subdivision: B iGt,1CI7..,t{
owners Name; irG wr{ trE oLt>.rtff$'*ii,fi?3#':I:%,%u'i 1$Jhone,
Engineer:Address:Phone:
rtailed description of work:
ia.^; 7/.',-L-- Ln o,-r !.,.,,^^',;S*-^-
work class: ne* ("{ Addition ( )Alteration( ) Repair( ) Other( )
Type of Bldg.: Single-family (vJ Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: t No. of Accommodation Units in this building: I
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (r1
COMPTETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ A ooO.
CONTRACTOR INFORMATION
Plumbing Contractor:
A u u r A tte-E, |F.{E@l-tAt r tcr'.L tLr(
Town of Vail Reg. No.:
/TL) P
Contact and Phone #'s:
Rou l\.r-ro bz6'ob? lq.', .bzbs
Contractor Signature:
***************************************FOR OFFICE USE ONLY*************************************
lf 2\*p/td
F/everyoneforms/pl mbperm
4trt
4fi1t
RECD NOV 2t 2004
1t.-:a'..
.t ., ,.'i ', r /.(,:
!'rl-
MIS-Pt:
HOW DID WE RATE UUITH YOU?
Toum ofVailSurvey
Community Development Department Russell Fomst, Director,
(970)479-2139
Check all thd applies.
1. Which Departnent(s) did you conbc0
Building Environmenhl_ Housing Admin
Planning _DRB _ PEC
Was your inilial contact witr our staffimmediab_ dow _or
no one available ?
4.
lf you were required to wail how long was it before you were
helped?_
Was your project reviewed on a timely basis? Yes / No
lf no, why nofl
5, Was tris yourfirstlime to file a DRB app- PEC app
Bldg Permit ltUA
Please rde fte performance of the sffiperson who assisbd you:
54321Namq
(knowledge; responsiveness, availability)
Overall efiectiveness of fie Front Service Counter. 5 4 3 2
What is he best time of day for you to use fie Front Service
Counter?
9. Any commenb you have which would allow us to beter serve you
nexttime?
7.
8.
Thank you fortaking the time to complete this survey. We are
committed b improving our service.
(F21-2006 Inspectlon Request Reportlng Page 7
4:?0 pm Vall. CO- Cttr fli -
Requested Inspect pate: ![ursday, September U, 2005 ' lnspecton Area: CD
SiteAiidress: 3828 BRIDGE RO VAIL
3828 BRIDGE ROAD
A/P,D lntaimEflon
Actlvltf BO+0?15
Cor.st'l';'pe: 434 ^_- ..IYl:: B'BUILD
vi L !.Palr llt. /
Ststus: ISSUED
lnrp Area: CD
NSFR r, t I
Ciiiier: GAYLIS. NCRMAIJ ts.plicant ATWELL DEVELOPMENT, iNC.Applicant ATWELL
:onkaclor: ATWELL
Reouested InspecUon(s I
Item: 90 BLDG-Flnal
Requestor: ATJI/ELL DEVELOPMEi'IT. INC-' Denny
o?'7-2-o{
Requested Time: 01 :00 PM ' Fhcne: 970-476-9;70 -or- 970-376-
4453
Conltaclot: ATWELL DEVELOPMENT, lNC.
Phone: 970-.176-9770
Phone: 970476"9770
Desc riptiron; NEW SFR
Notice: Revls€d drawlmo with proper stamps r€c€rvrd. revi€wed, ard approv€d by phnnlro. - MGENNETT
COMMSNT ROIJTED IO CFIARLIE DAVIS. IYIATT GENNETT, FIRE AND PUBII.,',1/ORKS - JSUTFiER
Comment STAMPED SET OF DRAWII.IGS AND HAZARD MIflGATION ANALYSIS ROUTEg TO CHARLIE DAVIS -
JSUTHER
Comm€nt: PW has recieved R€vocoble Rloht ot vlrav Permn. - COAVIS
COMMENI: SotLS REPORT RECEN,'ED AND tit RLE - GEIENCKLA
Comnrent REVISICI.JS ADOIT{G SQ FOOTAGE SL'BMITTED AND ROL'TED TO CHARLIE DAVIS ANO MATT
GENNETT {t'ro ADD'nOt !.0.'_ r,f A.LUAT'O}! 9ECLARED) - JS'JTHER
C . rnn:Ent: RF,'19[D DPAWNGS R!-':CTED ENCII';E:R CF RECOP3 Al..'f APC]JITHECT OF RECCRD MUST
STAMP DRAW}IGS . GDI:.ICXLA
Ctmm€nt RE\4SED DRAWI{GS .fiT,LI EI'IGII.IEEF ANC ARCHITECT STAMP SUBI,ITTED AND ROUIEB TO
CHARLIE DAVIS AND MATT GENNETT. JSUTHER
C!'mment ILC SUBMITTED AND ROUIED TO iil,ATT GEIINETT JSUTFIER
ComTn€nt ILC SITE PLAN SUBMITTED ANO ROUTEC TO WARREN CAMPBELL COVERING FOR MATT GENTIETT -
JSUTHER
Entered By: FROIJT K
OV T@
/W
/"a/" d, /"U- f:
3648
or.r?f,T,A'?5i
virl:all 26ouce 37&4453 Grag please
-],*i:t:-;s'.mrr,,r.*,,T,!E*F,Jtf s{sitr?mAl*go'.M f;fubAtlL
rnsre.:;Ji:ristriy A OW trdW+Z-142
102204- Insmclor. GCD l/ Actbn: PA
Cornrnent PERIMETER AND iNTERIOR FoOTINGS. lN F
102204- Insmclor. GCD l/ Actbn: PAPARTIALAPPROVAL Com'n.nl PERIMETER AND iNTEFITOR FOOTINGS. IN FOOTINIG PADS ANO 2 EXTERICXT PADS.llrm: 2O ELDclFoudatboSbel " approrcd " <\ ,.\ . A
;, ;ffiffiJtr' i:il;. *' APAPPR.'ED @ Pw--og,iZo6 irBt;i,br: wanefr----- Actbn: APAppROVEDn . , r t+
nem: so sl3ft'nloo'-"""tqf,[]Fs'^o*'*" h&,rt M
REP?I31
@ e,rtutr-d
INSPECTION REQUEST
Town of Vail
479-2149
Permit Number: fu/-O7J{
/o-o7- o{
n&
Date of lnspection:
Job Name:
Job Address:
Requested 81
Other Comments:
Day of Inspection:
BJ
Phone:
rues wed rnur@ Ao
/o
Mon
lt
BUILDING:
a Footing/steel
PLUMBING:*Underground
*Rough / DWV
*Rough / Water
*Gas Piping
*Pool/Hot Tub
o Foundation/Steel
o Framino
o Roof & Sheer
o Plywood Nailing
o Insulation
o SheetrocUNail
o *Final
o Final
ELECTRICAL:MECHANICAL:
*Rough
t1
n
g
o
Temp power 'Heating
Rough *Exhaust hoods
Conduit * Supply air
Final * Final
Approved Denied Reinspection required
Corrections / Com
@
A/PrD Inlb:'mt0oE
Inspec{on Request
Eo+qxi] - Typ€: $ELEC
occupancy:
GAYLIS. I.IORMAN B.
SABOELECTRIC
SABOELECTRIC
NEWRESIDEI{TIAL ROUGH & TRIM
ROUTEO TOCTNRLiE DAVIS. LCAMPBELL
Requested tnspeci Datel ![ursttay, Septembcr 08,2005 - InspecdonArea: CD
Slb Addre6s: 3828 BRIOGE RD vAlL
3828 BRIDGE ROAD
Acih,ltr/:
Const TypE:
Ownot:
Appllcant
Cohbactor:
Dascriplbn:
Comrnort:
Heiu?sied Insoection(sl .r'
ttem: 190 ELEC-ildat
Requ€stor. SABo ELECTRIC
coBirmnls: PM
Assion€d To: SMHN - Actlon:
Requested Tlme: 0l:0C PM - Fhone: 390-9516
Entered By: OGOLDEN K
9 - oY- 2@es-
ststus lssuEo
Insg Arce: CO
Tlme Erp:
ttem: 110
Item: 120
l!em: 130
It€m: 140
Item: 190
Aclion: APPR APPROVEO
sub]g: ilsFR
Phone: 97G524-7970
Phonc: 97$52#?970
+rru {fr/4
lnsoecdon Hlstorv
ELEC-Temp. Powet
ELEC-Rouoh
t!4'1905 lnsfoctor:
Commsnt
ELEC-Condult
ELEC-Mlsc.
ELEC-Flnal
" Approv€d "
eg
REPT131 Run Id: 3593
-g -.,* i
Rccu.sbdTlmc: l0:00At Plro{r: 37511453
Efirldry LCAMPBEII K
CR CORRECIION REOIJRED
/-f
WC
fr"sl Vq/B;ff ""ryffi,[B:Sl8r*"' '*'u
-*,*i*lffi ff.ll lff*y, s.pbrnb.r 14, 2005
SlrArHncc: tfilE BRIOGE RD vAlL
38:48 BRIOCE ST
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Coffin ft rdINLEVELFIREPIICE
I .2' MN CLR TO COTBJSIIBLES RE@
2.EI3ER SIIilP |a M'TFULI I'UDTII OF
MASTER sUIIE FF A'PROVED,
FC,RCf{H\EY.
o7tllr(E ltHcbr: .m Ac0oo: APAPPROT/ED Cormrru effiRECnON @llPLErE APPRChGD
912/OO lrsecbr: Art Commnt i.lCtOtG AT LICATION - CALLED
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t8,ABRDAERC'AD
P0a{l7ll Typ.: eP|.f€
_oeq{aiiil o YLts. l.toRltAN B.
A.UANCE I|EC}IAMCAI
A|.INNCE TECHAilCAL
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A,P,I'ln Wm.don
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ISSUED
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Ac!ilhn Condlyri:
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. 0a'13/Ir6 hs.don GCD Aclbn: AFAPPRCryED Cooul|rt: YUAIER COLI llltl TE9T.
llrrm: 2FD PllFfiouohrilrbr - O{rt36 tilD.c j - Cafrnd{: Isd'
R.q|.sr:
A*r|.dTo:- Ariloo:
]bm: 2,5
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Rrqu..tdTlmc: ll:!04fl - PlEm: 97tt*11&{Xm
Tlne Erp:
ED A.dofi: APAFPRO\JED
llp?rol|O-Afrn: APAFPROI,ED
CrfS P[tE 60Dd IEST.Aclolu APAPFROVED
OASI'TIE PRESgtitE IEST 60pc IE9T.
tbol: 2e0 PLflB+]nd
wlil call *&{XS or 977€il€SALLlAlrlCE
I|EC}IAMCA oo€ir|(|.A
REgr131 Run Id: 3590
0cT, i,2005 i 4:50Plvag AltzEEB ctJsT0M REMoDELINC LLC FA)( N0, s704s81208N0,923 P, 1P.01
4: ae gilg oF
Charlio &l.vts
Wayn MarUn, Eevabr InsPector
Town rf /ai(
Tir:
FrcNT:
97tr{68'0295 ott. 108 or .elq{slcrtBlur-gpg.lss Ilaini $/6/ot
Prnjc,at Harner bori,, t&si&nc(
0
H
b,(
EI
P]
Flevator Plan Rcvlew
ErevatrY tn::*o t$ffiY
Bri,lge R"oA
rocati'on
Vi,=t, CO g tdgY
PeinritNumber ilWCCog 05-OE1
Erevatnrllpe Res',da'liol Chaia OliV(
lhe plarrs harrc been reriewed and for.rnd trc conform to alt appltcable ANSI U'l and
LIBC odes
l'he elewtor / e#ffigar / U*/ duffifunn&n at hs above locauon vrns inspected and
tertetf on
-LL4QM-
and a:
tl TEMPORARYCeltificate has been isst'ted.
d F$AL Inspedlon Ceftjficab h-as been issr.led.
If, NO cErtii-tcrb is baing bsred-
Conrrnuttr;:
$snartrn:fl louro*&Ulfrh -{l
ll'.r afr',."r'iili iii"-ffiiGiiiri&E-
F046!4aEE r FongrudGF1?os . wvvurnwccog.ccut
ocf . 7, 2005 4:50P|v|49 AIIZEEB cuSToM RElv|0DELIl'lo LLc Ffl( t0. gz040gl20g l'10, 923 P, 2 r. oe
CERTIFICATE OF INSPECTION
, NoRrHWEsr *:1ff%g?Ht"Jhlfi **RNttrENrs
Tlr?s ig lu certifythat lh,e --, ETEVATOB- as Indlcated lras beert inspeciled on the datc
snJwn helowahdwasfounCsetcto cxny -950- lbs'
tD Number: 1533S$
Ty?er ftESlDEfilTlAL CHAIN DRIVE
Locatircn: GAYLIS FIESIUENCE, VAll* CO
'Data of Inspection: 9J26n005
trf$p{r$tor; Ld/""!"i #" 4i/'rili*t'
oate ol bsue:9128 2005
Erphutiori tlate: 9/3012008
lzr€hzoos tns4q n8uE[Sf'ort'ng ease t
ReguesEd Inspec{ D!b: l[ontlry, Dccember 12, 2005 ' lnspec'flon Area: CD SlbA&lr.$: 38:tE BRIDGE RD VAIL
38:18 BRIDGE RC'AI)
AIP,Dlnfprmttql
Acitt lh,:
ConstTVri:
Chfrier:
Appllcrnt
Coitbacbr:
Dcscrlplbn:
l$,tce:
Comment
Comnent
Commortt
Comrnrnt:
Comment
ComnEnt
Commcnt
Comment
Comment
lmpacflon HlrbrY
lbm:
il)+0r!15 TyDe: BBt ILD &1 Occupaiiy 7
GAYUS.NORMANB.
ATYI/ELL DEVELOPIIENT, I}.IC.
ATI,I/ELL DEVELOPMENT, I}IC.
l.EWSFR
Revbsd drEvrftrog rvlth prooer Smos recahcd. revlewed, ald aoorowd bv ohnnho. - IIGEI.NETT
ROI'TED TO CFhRLIS DAVIS, MAYT GENNETT, FIRE AND R}TTIC TJITORKS . JSUTHER
STAT'PED SETOF DRAVUM]S AND I{AZA,RD MITISATON AT.IALYSIS ROI'TED TC} CI{ARLIE DAVIS .
JSUTTIER
PW h83 recl€\rs.l Reybcsbb Rlqht of Vlhy Pilmlt - CDAVIS
So|LS REPO,RT RECEIVED AND IN FILE . GDEI.ICKLA
REVISIOM} ADDING SO FOOTAGE SUEMITTEDAND ROUTED TO CI{ARLIE DAVIS AND MATT
CENNETT O.IO ADTXTIOTTIAL VALUAIIOII DECLARED). JSUTHER
RE\'ISED DRATMNOSI REJECTED ET.IGINEER OF RECORDANDARCHITHECTOF RECORD MI'ST
STAI,P DRAWMiS - Gffi T.ICKLA
RE\r|SED DRAITUiIGS VttTH El.lG,lt€ER At\D ARCHITECT STAMP SUBI,IITTED AND ROUIED TO
C|{ARLIE DAVIS AND UATT GEM{ETT. JSUTHER
ILC SUBTIITTED AND ROI'TED TO MATT GENI.IETT - JST'T}GR
ILC SIIE PLAI.I SUBMITTED AND ROUTED TO WARREN CATi|PBELL CO/ERIMi FOR MATT GENNETT.
.fiiUIHER
t'olB: FnI*
Phon: 97$4789770
Ptpne: 97047S9770
Sttts: ISSI ED hcpap"'
"o
d bv D.nnY
/ wlfl call 12 ff gla.
Frr4Ffi ffiSFtNeL effiiffEnANEmrtrru neoo.
RDllc |Srl(3 rnd Mechenlc.l pomlt hsl|Ct comp|3bd
fbndralls a]e mbsbrg fiom lntddor $hr
Requeated T|me: 10:00 Ail ' Phono: 37ffi3
EniBnd BF FRONT K
It m:
lbm:
lLm:
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sGt PIV-Ffit ldrirrrrvtr d€r0 8L@FoolagE/SthI fiffi2|o{.-lnroedor SO-z- A.ilon: PAil,RTIAIAPPRO/AL
Commcnt PERhaETER AND INIERIOR FOOIIIGS. lN FOOTII'IG PADS A ID 2 EXTERFR PADS.
20 BLDGFom&0onSbel'Apptordn IIl(J{l(N InrD.clofi c.hvlr -- Ac0on: APAPFRCnED
Comrmnt lhm: SilO PLAf$lLCSn Phn .-ADDrowd"
G/1?05 InrF.cbr: Uhmn- Acdon: APAPPROVED
Com|n.r|t Atf"ol,rd byl hncn In i,buiAlc.nor.
REPT131 Run Id: 4006
.2. \o",^ lA
Design Review Board "5
AcrroN FoRM Lo+ (o
Department of Crmmunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 tax: 970.479.2452
web: www.ci.vail.co.us
Project'Name: GAYUS CHANGE
Project Description:
NEW SFR
Pafticipants:
OWNER GAYUS, NORMAN B.
179 OCEAN BIVD
GOLDEN BEACH
FL 33150
DRB Number: DR8050101
03/1s/200s
APPUCANT STEVEN IAMES RIDEN, AIA ARCH03/15/2005 Phonei949-4tZl
PO BOX 3238
VAIL
co 816s8
License: C000001738
Project Address: 3B2B BRIDGE RD VAIL Location:
Legal Description: Lot: 10 Block: Subdivision: BIGHORN SUB ADD 2
Parcel Number: 2101-111-0102-0
Comments: seeconditions
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval; O4l28l2OO5
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to cohstruction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0007086
Any retaining walls associated the natural outcrop (10') must have PE stamped
engineered drawings submitted prior to building permit.
Planner: Matt Gennett DRB Fee Paid: $20.OO
LocationoftheProposal: t-ot: lD Btock:-suooivision:,%t{r.dsDrl 4Fr€pLlO At$.
PhysicalAddress: 4bZb ?rO tOti tLt .
P^,".|No''ffi(ContactEag|eCo'AsSeSSorat97O.328-864Oforparcelno.)
Zon ing:
Name(s) of Owner(s):
llailing Address:4.,
Phone:
Owner(s) Signature(s) :au Ftt-6
Name or Appricant: ?C€.t .€.r-t -\*tgg {2+o€f-t a r A
Mailing Address:
E-mail Address:
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 97 0.479.2452
web: www.vailaov.@m
$50 Plus $1-00 pef square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
@mmercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window addjtions, landscaping, fences and retaining
walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls. etc.
For revisions to plans already approved by Planning Staff or the Design
Review Board.
v d w o vl
o
\o
L
Type of Review and Fee:
- Signs
. Conceptual Review
- New Construction . Acllition
. Minor Alteration
(multi-fa mily/commercia l)
Minor Alteration
(single-family/du plex)
Ct€nges to Approved Plans
Separation Request
$20
$20
No Fee
REGH;VE
TOYW
General Information:
AJI projects requiring design review must receive approval prior to submitting a building pefmit application. Please refer to
the submittal requirernents for the particular approval that as requested. An application for Design Review cannot be
accepted until all required information is received by the Cornmunjty Development Departmenl. The project may also need
to be reviewed by the Town Co|Jncil andior the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval.
Description Request:
,f ff*'r"*tt' check No :
Page 1 of 12l04lo1lO4
Status:
I Approved
Couuunffy DEVELopMEIT Rounnc Fonu
I Approved with conditions fi Denied
Routed To:Leonard Sandoval, PW
Date Routed:06128t04
Routed By:Planner
Date Due:07106104
Description of work:Final Review of New Single Family Residence - Revisions 6128104
Address:3828 Bridqe Road
Legal:Lot: 110 Block:I Subdivision:Bighorn Second
Comments:Date Reviewed: 3/18/05
lssues. Need additional review bv Fire
Wall shown on the south side of the soa exceeds TOV standards. conections needed.
+****+*++ita++++++**+tt+++*++l'|t'i*+********'|*t*frtt'!'l**l'tt*t*****t*l**'.*'t't*******ftl*+++++,1',1'*
TOWNOFVAIL, COLORADO Stat€ment t++++++**flll++++t{'t{'49*+***++t+*ta*tf++l*ilft+tftaaaaa'*{'l'***********tll+++++++++l**********
Statement Number: R050000239 Anount: $20.00 03/I5/2OOSO8:03 AIt,t
Palment Method: Check Init: iIS
Notat,ion: #1375/STEVEN it.
RIDEIiI
Permit No: DRB050101 Tl4)e: DRB - Chg to Appr PlanE
Parcel No: 21011110102 0
Site Addreea: 3828 BRIDGE RD VAIL
IJocation:
TotsaI Fees: $20.00 Thia Palment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00
ACCOI,JNT ITEM LIST:
Account Code Description
DR OO1OOOO3LI22OO DESIGN REVIEW FEES
Current Ptnts
20.00
rl
TOWNOFVAA,
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
DEPARTMENT OF COMMI.JNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW(SF&P/S,DUP)PERMIT Permit #: 804-0215
!.ot tO
Status...: ISSUED
Applied. . : 0811312004
Issued. . : 0910812004
Expires. .: 03107/2005
Job Address: 3828 BRIDGE RD VAIL
Location.....: 3828 BRDGE ROAD
Parcel No...: 2l0lU I1d0202
Project No : PRI04-0164
OWNER Nc WHITECLOUD LP 08/73/2004 Phone: 305-652-6676
2845 AVN{TURA BI,VD
STE ]"OO
AVEIITIJRA FL 33180
License:
CONTRACTOR ATWELL DEVELOPMENT, INC. 08/L3/2004 Phone: 970-476-9770
1390 BUFFEHR CREEK ROAD #]-VAIL, CO
8155?
License z 202-A
APPIJICANT ATWELL DEVELOPMENT, INC. 08/13/2004 Phone: 970-476-9770
1.390 BUFFEHR CREEK ROAD #1
VAIL, CO
8L 65?
L,icense z 202-A
Desciption: NEW SFR
Occupancy Type Factor Sg Feet Valuation Dwellings zone 2 v-N 97 . 80 3 ,237 $315, 991.80 Private Garages Zone 2 V-N 25.56 540 $13,802.40 Tota1s... 3,23L $500,000.00*
Number of Dwelling Units: I Town of Vail Adjusted Valuation: $600,000.00
Firqlace lnformation: R€stricted: Y # ofGas Appliances; I # ofGas Logs: I #of Wood Pallec 0
FEE SUMMARY
Building-> $3,708.75 Resbarant Ptan Review->
Plan Check-> 32 , ALO .69 DRB Fe+-------->
$0.00 Total Calculated Fees-> 56 ,445 .54
90.00 AdditionalFees------->90.00
Investigation->
Will Call--->S3 . 00 Clean-up Deposit------>
TOTALFEES----------> S6.44s.54 BALANCEDUE--------->s0.00
Approvals:
Item: 05100 BUILDING DEPARTMEhIT
09/08/2004 cdavis Action: AP APPROVED AS NOTED
ITCM: O54OO PLANNING DEPARTMENT
08/1912004 I.c.G Action: AP
Item: 05600 FIRE DEPARTMEIflI
rtem: 05500 PuBr,rC woRKs
09/0L/2004 Is Action: COND Provide a boulder wall sinqle and double ti
stamed drawing from a license PE, For retaining wal1 4-6 ft in height'
provide eroison control at cu1-da-sac, downhill portion.To prevent sediment from f
street. To be removed when snow is presents.
J-!.:1:...15jl.9''H-9J.T'lP.l.lli9..|.'|'|.t'tt'|..'..|..*||t||.i|.....'......!|*l.r|||'l..
See page 2 of this Document for any conditions that may apply to this permit.
50.00 Recreation Fee-----> S323.10 Total P€f,mit Fee------> 56'445-54
s0 . 00 Paym€nts----------> 36 , 445 .54
DECLARATIONS
I hereby acknowledge that I have read this ap'plication, filled out in full the information required, completed an accurate plot plan,
and state that all the information as requirod is corr€ct. I agr€e to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this stnrcture according to the towns zoning and subdivision codes, desip review
approved, Uniform Building Code and other ordinances of the Town
REQUESTS FOR INSPECTION SHALL BE MADE TWENry.FOUR HOT'RS IN ADVANCE OR AT OLJR OffiCE FROM 8:00 AM -4 PM.
OR CONTRACTOR FOR HMSELF AND OWNER
!!
PAGE 2 |t{.'t{.*l.|t**+{t*'}*t|''t't**'}*||*+******||t1tt}*'f't'}*+++*****'}'}*,|.**'}'}:t*tt|tt*!*!*!*'t!t*!t,}'t|t!}'t|tlt****
CONDITIONS OF APPROVAL
Permit #: 804-0215 as of 0948-20M Status: ISSIIED
**'|.:t'}*l.*|t'}*'}ttt.****'tlt't't'|tt*|tlt|t't,}'t*'}*'}'t*''t|t*1t*'}*l+:t*++t*'t**:|t*l|t*'}|t*******
PermitType: NEW(SF&P/S"DLJP)PERMIT Applied: 08/13/2004
Applicant ATWELLDEVELOPMENT,INC. Iszued: 09t08/2004
Job Address: 3828 BRIDGE RD VAIL
Location: 3828 BRIDGE ROAD
ParcelNo: 2l0llll0l0202
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CONDITIONS
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Cond: 33
(PLAI.T) THIS PROJECT WILL REQI.JIRED A SITE IMPROVEMENT SI.]RVEY. SUCH SURVEY SHALL
BE SLIBMITTED AND APPROVED PRIOR TO REQLJEST FOR A FRAME INSPECTTON.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
a*a'}**+++faa+*laa'|'3***+++*'3**l+*ftt*t+al*ff*****++t*+**ara*+aa++at+**aaaft***a++tt*aaaat***+
TOWNOFVAIL, COIJORADO Stat€ment *+atl*tla*r*raat'}+a*atal+'i9*+fft|}ala**+flal****ttfttl'aa++l++*tt'ta****++*+f**+t*r*r***+******
Statenent Nurdber3 R040006594 Amount:
Pa]tment Metshod: Check
Remodeling 5522
56,445.54 09/08/2004L0:28 AM Init: DDG Notation: Zeeb Custom
B04-02L5 T!4)E: NEW (SFR,P/S,DUP) PERMIT
Total Fees:
ToIal ALL PmEs :
Balance:f*****fa*****++t***'}at***aia+**'i*ar+*+f+tff+**+t*'i***t**+++++f*ftt*****t+lt**i*1+++rl'*++t+**
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
Permit No:Parcel No:Site Address :
Location:
This Payment;
270LL]-L0L0202
3828 BRIDGE R.D VAIL
3828 BRIDGE ROAD
s6,445.54
$6, 445 .54
$5, 44s . 54
$0.00
BP
PF
RF
WC
00100003111100
00100003112300
11100003112700
001000031-12 800
3,708.75
2 , 41"0 .69
323.10
3 .00
BUIIJDING PERMIT FEES
PLAN CHECK FEES
RECREATION FEES
WILL, CALL fNSPECTION FEE
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
Project #:
Buildinq Permit #:
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75 S. Frontage Rd.
Vail, Colorado 8'1657
tsEcElvED
CONTRACTOR INFORMATION
3?o- tSo/
ALUATIONS FOR BUILDING PERMIT & Materials
BUILDING:$ 5& @o ELECTRICAL: $ p,oeO OTHER:$
PLUMBING:$ *^rAlF MECHANICAL $ 4b,Ctt>TOTAL: $ (a*22*r-,-o
For Parcel # Contact Eagle CounU Assessors Office at 970-328-8640 or visit
Parcer# bL toBL-oL g,b B*r.,r- ^ id Ut'o")T*E
Job Name: C-"r*,L t Po-t JobAddress:sF'a€d;EV
Legal Description Lot: lD Block:Filing:Subdivision:'p1 )"*rtd AJ4 yWiDl,hLLd zP ll^dd*"'2e(liLu'L""3\ud E1- l| en-on3ro- e,-3a>
ArchitecvDesig nS*.P,'J r-.-OOOr""r, Vrr,,l U 'nonw?-g/zr gngineer:f,6zrB-rl"Address: \/4.it ,Oo.Phone:
Detailed description of vfork:
WorkClass: tlew() Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family {4 ) Two-family ( ) Multi-family ( ) Commercial ( ) Restauranl ( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Noffype of Fireplaces Existing: Gas Appliances ( ) Gas Loqs,,Fl Wood/Pellet ( ) Wood Burninq (
Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs 0() Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No f( )Does a Fire Sprinkler System Exist: Yes ( ) No (X)
*t*it**************r**tr******i*r*****FOR OFFICE USE ON Ly*******i(******************+ri*******
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I have rcad and underctand
Applicanfs Signature:
TOI{/N
Depaftment of Community Development
Project Name:
Project Address:
This Checkhlst must be omoleM befote a Euildina Permit aoolication is
aeepted.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Multi-FamiV complex
Plan Check Fee required at submittal for projects valued over $25000,00 (See attached Construction
Fee Schedule for calculations)
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumpster,parking or material storaoe
allowed on roadwavs and shoulderc without written aporcval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevaUons(4 sets of plans for SFR and Duplex, 5 sets
of plans for Multi-Family and Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on struchiral plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantlty of fireplaces shown
Questions? Callthe Building Team at 479-2L28
submittal rcquirements:
Date of submi
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BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Enginee/s (Public Works)
review and approval, a Planning Depaftment review or Health Department review, and a
review by the Building Department, the estimated time for a total review will take as long
as three (3) weeks.
All commercial (large or small) and all multFfamily permiE will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser
amount of time. However, if residential or smaller projecb impact the various above
mentioned departments with regard to necessary review, these projects may take five
(5) weeks to review and approve.
Every attempt will be made by this department to expedite this permit as soon as
possible.
I, the undersigned, understand the plan check procedure and time frame. I also
understand that if the permit is not picked up by the expiration date, that I must still pay
the plan check fee and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Print name
i.i-l , -
Signature
Project Name:
Date:
3
F :\UsersuSutheAnewBLDGPERM. DOC 07n8n004
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WHEN A'PUBLT WAy pERMIr" D REQUIRED
PIEASE READ AND CHECK OFF EACH OF fiE FOLLOWING QUESTDNS REGARDING THE NEED FOR A
YUBLtr WAY PERMIT":
a Is this a new residence?YES {- NO-
Does demolition work being performed require the use of the Rightof-Way, easements or
public property? YES_ NO ./
Is any utility work needed.r YES r- NO
Are there any improvemenB being done b the driveway ? YES_ NO
Is a different access needed b the sib oher than the existing driveway? YES_ NO
Is any drainage work being done that aftcts the Right-of-Way, easements, or public property?YES NO -
Is a 'Revocable Rightof-Way Permif'required? YES FNo
Is the Rightof-Way, easernenE or public property b be used br sbging, parking or fencing?YEs NO
If ansuer is NO, is a paking, staging or Encing plan required by Public Worla?YES NO
If you answered YES to any of these questions, a 'Public Way Permlt" must be obbined.
'Public Way PermiY'appllcations may be obbined at the Publlc Wor4<'s office or at Community
Development (a sample is atbched). If you have any questions please call Leonard Sandowl in Public
WorK at479-2198.
I HAVE ALLTHE ABOVE QUESIONS.
AJ/ , ,- ,/.
Job or Pmject Name:
DaE Signed:
F:\UsersuSutherhewBLDGPERM.DOC
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Company Name
07t28nm4
PRI #:
TOI4[VM
APPLICATION PW#:
FOR TOWI\ OF VAIL Parcel #:
PIJBLIC WAY PERMIT 20_ Bldg. Permit #: E __I
Job Name Sbeet Address
(lfunknown call 2. 479_2t39\
Excavating Contractor Name Mail Addrcss TOV Contractor Licensc Number - REQUIRED
Phone #
Start Date Completion Date (Permit Expiration Date)
4. Work is for (circle one) Water Sewer Ges Electric Telephone CATV Landscapiug Temp. Site Access
Other
5. Trench-width Length Depth
(min.4')
Bond Amount $
Total SF $
Permit Fee S
6. ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON T}TE JOBSITE BEFORE THE JOB IS STARTED.
7. Rubber out-riggers arc required on excavating equipment when working on asphalt. Asphalt surfaces undemeath the bucket and lugs shall
be protected 8t all times.
E. A signature below indicates a review of the arca and utility locations and approval. Once all utility company signatures are obtained ,
permittee has option of routing applicetion through the Public Worl(! ofrrce to obtail the necessary Town of Vail signatures.
Please allow up to one week to process.
ziP State City
J.
TOTAI LF
Tota! Permit Fee $
Xcel Energr i Public Service Company (l-E00-922-1984
Xcel Enerry High Prcssurc (l-800-922-1987)
Quest ( I -800-922- l 987)
Comcast Cable (l -800-922-1987)
Eagle River Water & Sanitation District (97G476-7480, ext. I l4)
Holy Cross Electric Company ( I -800 -922-1987)
Town of Vail Electricians (970-479-2158)
Town of Vail Inigation (970-479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffrc control plan must b€ submitted and approved by the Public Works Departmenr
prior to issuance ofth€ permit.
9. All excavation must be done by hand within 18" ofutilities - (Senat€ Bill 172).
10. Permittee must contact the Public Works Deoartment at 476-2198 24 hours nrior to commencine of work. Failure to Notifr the Town will result in
forfeiture ofbond money. Scheduled inspections that are not ready may result in the Town charging the contractor a reinspection fee.
I l. I certiry that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility Company agreements, signed
by me, and will abide by the same, and that all utilities have been notified as required.
Contractor's Signature of Agreernent Print name clearly Date of signature
AffACH PLAN OF WORK. INCLUDING CONSTRUCTION TRAFFTC CONTROL PLAN White - Public Works
Show str€et with names, buildings, and location of cuts. USE DASH LIN!g-FOR CUT. Yellow - Contractor ....,--
F:\UsersUSutherlnewBLDGPERM. DOC 07PSrZSU
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PUBLtr WORKSANDTHE PUBLT WAY PERMIT PROCESS
IIow it relates to Building Permits:
Fill out he atbched check list witr the Building Permit Aoolication.
If yes was answered b any of the questions hen a Yublic Way" permit is rcquired. You
can pick up an application at eiher Community Developrnenl locaEd at 75 South Fronbge
Road or Public Works, locaEd at 1309 Elkhom Drive.
Notice signofls for utility companies. ALL utilities must field veriff (locaE) respective
utilities prior b signing applicafion. Some utility companies rcquire up b 48 hours notice b
schedule a locab.
A consUuction Faffic conbol/sbging plan must be prepared on a separab sheet of paper.
An approved siE plan may abo be used. This plan will show locatons of all baffic conbol
devices (signs, cones, etr.) and he work zone, (arca of construction, staging, etr.). Thb
plan will expire on November 1st and will need b be resubmitted for considention for
approval through dre winbr. Be aware that your resubmbsion for winbr may be denied
depending on the location of consUuction.
Sketrh of work being performed must be submitEd indicating dimensions (length, width
and deph of work), This may be dmwn on the traffic contol plan or a sib plan for the irb.
Submit compleEd application b he Public Work's office for review. If required, locaEs will
be scheduled br he Town of Vail ebcficians and inigation crew. The locaEs take place in
the moming, but may require up b 48 hours tc perform.
The Public Wod<'s ConsUuction Inspecbr will review the application and approve or deny
the permit. You will be contacEd as b the sbts and any requiremenb hat may be
needed. Most permib are released within 48 hours of being received, but please allow up
b one (1) week b prccess.
As soon as tfie permit is approved, he Building Depaffnent will be notified, allowing the
"Building Permif'b be released. Please do not confuse he Yublic Way Permif'with a
"Building Permif'.
NOTE: The above prccess is for uork in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is requircd
each year if pork is not complete. Re-applicaton each November 15th does not
mean an aubmatic rcnenral.
07t28t200/
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DMINAGE AND CUTVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORI(S!
Please read and check offeach of the items below:
The Town of Vail Building Department has developed the following procedures to ensure that new
constuction sites have adequately established proper drainage from building sites along and
adjacent to Town of Vail roads or streeE.
The Town of Vail Public Works Department will be required to inspect and approve drainage
adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at
access points from the road or street onto the consbuction site. Such approval must be obtained
prior to any requests for inspection by the Town of Vail Building Department for footings,
temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request
an inspedion from the Public Works Department. Allow a minimum of 24 hour notice,
Also, the Town of Vail Public Works Department will be approving all final drainage and culvert
installation with resulting road patching as necessary. Such approval must be obtained prior to any
Final Certificate of Occupancv issuance.
Agreed to by:
Print Name
Signature
Project Name:
Date Signed:
F:\UsersuSutheAnawBLDGPERM. DOC 07t28t20u
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NVNAP
MATERNL STORAGE AND CONSTRUCTION PARKNG
Please rcad and checkoff each of ttre iEnr below.
(Copies of compleE text are available upon request)
CODE 5.2.10: DEFOSIS OI{ PUBLT WAYS PROHDITED
q UnlawfiJl deposits: Subject b subsecUon C hereof, it is unlawful fur any person b litbr, b"ck or
deposrt or cause b be litEred, tracked or depcibd, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or mabrial upon any street sidewalk, alley or public place, or any portion thereof.
o Notice; AbaEmenL The Direcbr of Public Wods may notiff and require any person who violabs or
cause another b violaE the provision of subsection A hereof, or who has in he Direcbfs employment
a person who violabs or causes another to violaE ffre same, bp remove such sand, gravel, rocks, mud,
dirt snoq ice or any other debris or maErial within twenty bur (2a) houn aftr receipt of said notjce
by he Direcbr of Public Works. In the event he person so notified does not comply with the noUce
within the period of time herein specified, the Direcbr of Public WorK, or other authorized agent, may
cause any such sand, gravel, rccls, mud, dirt, snow, ice, debris or any other maErial b be removed
from any street or alley at the expense ofthe notified.
u Sumrmns and Penalty: As an alEmatve b the notice for removal provided in subsection B above,
any person who violabs or causes another b violab the same, may be issued a summons b appear
bebre the Municlpal Court of the Town for said violaUons, and upon being fuund guilty of a violation
hereunder be punished as provided in Section 14-1 of this code.
o Notice and Penalty: It is unlawfirl br any pemon to fail or'refuse b comply with the notice of the
Direcbr of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by tre Direcbr of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinarrce 6 (1979).
CODES 7.3A-l AND 7.3A.3: PARKNG OBSTRUCTT{G TRAFFT & TMPOUNDMENT AUTHOREED
D No person shall paft any vehich upon a sbeet or at any other place within this Municipality in such a
manner or under such conditons as b inErfere wi$ the free movement of vehicular traffic or proper
sbeet or highway mainbnance. (Od. 2(1968) 5 1)
a Whenever any police officer finds a vehicle atEnded or unatFnded, sbnding upon any portion of a
sfeet or upon any place within ftis Munhipality in srch a manner as b consUhJb a violation of any
section of this Article, or left unatbnded for a period of twenty four (24) hours or more and presumed b
be abandoned under tre conditions prescribed by Colondo Revised Shtubs section 42-4-1102, as
amended, tfie officer shall require the vehicle b be removed or cruse it to be removed and placed in
sbrage in the nearest garage or oher place of saEty designaEd or maintained by tris Municipality, and
the charges for bwing and sbrage of such vehicle shall be charged b the owner of the vehicle in
addiUon b a En dollar ($10) impoundment charge. (Ord. 2(1968) $ 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Project:
ElutcdiBlEfi erhewBLDGPERM.Doc 07n8t2004
I
-
I0Y'IN0ML7
Design Review Board
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
telt 970.479.2L39 tax: 97 0.479.2452
web: www.ci.vail.co.us
Project Name: GAYIJS NEW SFR DRB Number: DRB0.10203
Project Description:
NEW SFR
Pafticipants:
OWNEF. NG \ /HITECLOUD LP O5l25l2U'X Phone: 305-652{675
2845 AVENTUM BLVD
sTE 100
AVENTURA
FL 33180
Ucense:
APPUCANT STEVENJAMESRIDEN 05l25l2OM Phone:9494121
PO BOX 3238
VAIL
co 81658
License:
ProjectAddress: 3828 BRIDGE RD VAIL Location:
3828 BRIDGE ROAD
Legal Description: Lot 10 Block Subdivision: BIGHORN 2ND ADDffiON
Parcel Number: 2101111010202
C,omments: see conditions of approval
BOARDiSTAFF ACTIO1T
Motion By: Mathias Action: APPROVED
Second By: Hanlon
Vote: 4-0-0 Dateof Approvalz O7|2L|ZOM
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursuedtoward completion.
Cond: CON0006577
1) The applicant shall submit to planning a revised East Elevation, prior to
issuance of a building permit, which depicts a bellyband added at the level of the
deck, add stucco beneath it instead ofthe proposed cedar siding and add two windows
above the garage as agreed upon and indicated on the plans.
2) The applicant shall submit to planning revised elevations, prior to issuance of a
building permit depicting finished concrete or cut stone lintels over every arched
opening.
3) The applicant shall submit to planning a revised South Elevation, prior
to the issuance of a building permit, depicting stucco, instead of the proposed
cedar siding, on the recessed portion of the lower level.
4) The applicant shall submit to planning a revised West Elevation, prior to the
issuance of a building permit depicting sfuccq instead of the proposed cedar
siding, on the lower level and an adjustment to the roof which fixes the awkward
meting of the overhang and adjacent hip.
5) The applicant shall submlt to planning a revised North Elevation, prior to the
issuance of a building permit, which shows the window proposed on the east end
removed and stucco added.
6) The appiicant shall submit io'the Town of 'v'ail an erosion and hazard mitigation
plan addressing the elements articulated in the'RocKall and Avalanche Hazard
Analysis" provided with their application prior to the commencement of any work on
the site.
Planner: Matt Gennett DRB Fee Paid: $650.00
l..r
May 10,2001
Mr. Steve Riden
P.O. Box 3238
Vail, GO 81658
RE: Flazard and mitigatim analysis, Lots 8, 10 ard 12, Bighom 2m Addation
Dear Mr. Riden:
The anafysis sthapfrdand mitigation design conepts you reqrcsted is
attached. Although some exposure to the aboredefined hazards does exist,
sit+specific mitigation, induding fill agpinst back walls or special ftnces, is
feasible and can probably be incorporated wihout subetantial expense.
Please contd me if you have my questions.
Sincerely,
Chrt*,{.\Ava,"
Mhur l. lttlears, P.E.
Avalancfp-conbol engineer
Enct Report
ffi1,1.;i'3.qU
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Mats Wosting. Avalanches. Avalonche Contml Engineering
(
75 S. Frontage Rd.
Vail. Colorado 81657
Fo el #Co
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
REVISION TO TOWN OF VAIL BUILDING PERMIT
coM
CONTRACTOR INFORMATION
General Contractor:
.7*b 4r*tL-?rrrro-/Ju
Town of Vail Reg. No.:Contact and Phone #ts:
&A 37a'/s'-a,/
ATTENTION: JR, CHARLIE, cREqboRIS
C o n tractor Si S"^t", "ffiffi
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PLETE SED VALUATIONS FOR PERMIT Labor & Materials
REVISED AMOUNT: $ e ELECTRICAL: $ O OTHER: $
PLUMBING: $ a MECHANICAL: $ O REVISED TOTAL: $ 6
'or Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit Vutut.eBglB:ppynly.cpm
'oo
*"t"'rlarrL. R.=,Job Address: ,/ t Sezg ,6zr4e- 4 ct,
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Legal Description Lot: lD Block: ll Filing:Subdivision:],,ohoo^ 2'lAl! -
Owners Name:Address:PhoTe:
Architecu$t*er,R. J. -Address: /..1 I 'non?r?.r/a)
trngrneet h B-.rl-Address: Ve,.i\Phon .r(%-2t7a
REASON FOR RB/|SIONS: Ao[e,\rr{ ge. trt.FEFeweo
Nov 0 22004
rilr-c(il"oEv,
*************+*i**+*******H+*-ROUTING INFORMATION FOR OFFICE USE O N LY"*******s*********t**************
BUILDING DEPARTMENT:PLANNING DEPARTMENl:
CElveu
NOV 2 I Zooq
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Design Review Board
ACTION FORM
TOWV
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/ift a
teli 970.479.2t39 faxj. 97 0.479.2452
web: www.ci.vail.co.us
Proiect Name: GAYUS CHANGE DRB Number: DR8040499
Project Description:
CHANGE TO APPROVED PLANS FOR NEW SFR
Participants:
OWNER NG WHITECLOUD LP O9lI7l2O04 Phone: 305-552-5575
2845 AVENTUM BLVD
srE 100
AVENTURA
FL 33180
License:
APPUCANT STEVEN JAMES RIDEN, AIA ARCH09/17|ZOO4 Phone; 949-4121
PO BOX 3238
VAIL
co 81658
License: C000001738
ProjectAddress: 3828 BRIDGE RD VAIL Location: 3B2B BRIDGE RD
Legal Description: Lot: 10 Elock: Subdivision: BIGHORN 2ND ADDffiON
ParcelNumber: 2101111010202
Comments: See conditions
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:
Vote: DateofApprovat:10/06/2004
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with ' Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
' 't
Planner: Matt Gennett DRB Fee Paid: $20.00
,-
TOI4'NM
I Application for Design Review
General lnformation:
Department of Cornmunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.vailgov.com A t
Vp*Lt fu^e- L["tJt S/"nl-o n - [-' lz'
All projects requidng design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requiremenb for the particular approval that b requested. An application for Design Review
cannot be accepted until all required information is received by the Community Developm€nt Department. The
project may also need to be reviewed by the Town Courpil and/or the Planning and Environmental Commission.
Design review approval lapses unless a buildlng permit is issued and construction commences within
one year of the approval.
Descri ptiorPf the Req ufst:
Location of the Proposal: Lot: lD Bbck:Subdivision:
Name of Applicant:1t€wL* Ataplf-+ @-IOE+I AtA
Maillng Address:
E-mail Address:
Aoo
Type of Review and Fee:
. Signs
. Conceptual Review
. New Oonstruction . Addition
. Minor Alteration
(multi-family/commercial)
. Minor Alteration
(single.family/duplex)
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For corstruction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any reidential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, sucfi c,
rermfing, painting, window additions, landscaping, fences ard
retaining walls, etc.
$20 For minor changes to buildings and sit€ improvemonts, such a,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.. , rguirnrng wat|s, elc.
)0 Changes to Approved Plans $20 For revisions to plans already approved by Phnning St"ff oblF"^ _.
. seDaration Reouest No F* Doign R*iew Board' ?t t' c E I y E 0
Owner(s) Signature(s):
Separation Request .-.cf I I
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RIDEN
fnit: iI8
Notation! *1284lsTEt/B
Perait f,os DR8040499 T!Ee: DRB-Chg to eppr Plalg
Parce1 lfo: 2101L11010202
Sl.te Addreee: 3828 BRIDGB RD \rAIIl
Locatl.on: 3828 BRIDSA RD
Total Pees: $20.00
This Palment: $2O.OO TotaL II.lLr htg: $20-OO Balarce: SO. O0
ACCOI,JNTITEM LIST:
Account Code Descri pti on
DR ()O1OOOO31122{)O OESIGN REVIEI.I FEES
Curnent Pmts
20. 00
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Hsp*ofih.Pawl* Geocchnical ' Inc'
P. O. Drawgr 188?
Silvrnhome, Colordo 80'198
Phonr: 97046E-I9E9
Faxr 9?0-,168.5891
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V I. Coiora,lo 81657
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Apni 2-5,2O05
Oenry Stoaer
ZEEB CUSIOM CONSTRLC'I.ION. LLC
P.O. Bor l9ll7
Avon. Cslorrdo 8162t)
Subiect: Gaylis Recidcnc€
3$28 BridSe R.oad
Vail, C<rlorado
W4-0716
Dear fle'nny:
This is to eonfu'ra oru telephfiG converEsliglr todty ttgardbg the fremilg of tbE Cdylis ReSidetce- Fitst, I
luve approved dclcring thc CMSTI4 cootinuour 3ffip dc anlund rie extcrior oi &t r$na ar thc tcp platc
locetion Tts strap is nO long.a necdcd due Io tbc lrtggcrcd plyuood layer desigt tbrt the ftaffirs uscd m
creiting dte top phtes.
liecond, I hrve coordiaetd rhc rutntitutj,ol of tr$lc 2 r 6 hcrdcra for thc typlc*l triple 2 x l0 hcadcrs rn
s€lected locahons with clilck ( ihc le{d fiarrcr), t sgove of tin* trPlc 2 x 6 headcrs iD thc iocat]odl
wher€ thay have been fratncd'
Third, ibc triple 2 x l0 header ovcr tbc firphce opcai4 is requircdi I heve rcvlcrred tfi,c irlgtrilrtion of thlit
clcroott and approvc of it as frnmcd.
Fourrh, I app,rovc ol'thc rgbstiutioo of BCI il50 scrics ioire for tle TJi 210 s4ties iorsts firgrnally spccrtied
tbr tlrs protcct
Finelly, I hrve rcvic$/.d drc hcedcr substiurion fq de biPlc 9 W LVL hcedcr rp*ificd over thl west
Oinioi *"o- window. This instenctiod will be acccpbbb rince thc fcrution Forn drc herder supporttag
n das" beam rt tlrc lewl rbcrr vcry merly strcks ovcr tllc doubtc trrE,Ecrs ud kiq eh*l.
or conrrrnlg o! thrc natter.
P. 1
Fr$: r vr r
Plearc givc me I
Tinptft,v
Fron: Tim Boyh To: Bob Zcab h.: .gl3/2005 Titnc: 10:53:50 Al,
,
Date: 4.t3-05
Job Nunrbcn 0442
Projcct: Gaylis Rcsidcnce
Locatioo: East Vail
Contrrctor: ZccbConsurtion
Oqr!€r: Mr. Gay'is
Wcathcr; Sunnn 45 deg
Prcscot at Sitc: Dcony Stoner
Tim Bovle
Srcve Riden
P.O. Box 3238
Vail. Colorado 81658
The following lterm wcre obs€rved:
Tbe taming for this residence is I OOo/o corplete rr this timc. It has bson corEtructcd according to the plms and
spccifications issucd by this office wi& throe oxceptions. They lrc as follows:
l. Tbree nnrc raftcrs n€ed to be added to tle south side of thc roof ovcr 0rc Oflicc to conplefe th€ 12" centcr
spacing on this sidc offte ridge. This occurs al tk east etd.
Z. A a -i x 6 6r should be added udcr thc tiple I I 718 LVL bclm rt thc rrytst si& of thc ceutal stain at thc
Garagc Level.
3. The b6ari4g yall notcd on 52 or a eiplc 2 x l0 hcadcr utd I -2 x 4post should bc added under thc floor
ioigts betwrcn the elcvator and tbc ccntrrl stairs at thc Gragc lrvel.
This coaplctes fu itcrns notcd &at d€virted from tbc originnl stuctual corElroctiotr docunrnts' I hercby qrove
of thig stnrcuue as fralrgd with tre colrwtions mtcd above, Fecl ftcc to givc rr a call if you lnvc .ny qugstiotrs o!
conrmcnts rcgarding thie
Prcsided
8c,/tilr
Prle 1 of 1
Boyle Engineeriag, Inc.
143 E. Mcadow Drive, Suite 390
Vail. Colorailo E1657
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Design Review Board
ACTION FORM
Department of Community Dwdopment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxz 970.479.2452
web: www.ci.vail,co.us
ProjectName: GAYLISNEWSFR DRBNumber: DR8040203
Project Description:
NEW SFR
Palticipants:
OWNER NG WHnECLOUD tP 05125120a4 Phone: 305-652-6676
2845 AVENTURA BLVD
sTE 100
AVENTURA
FL 33180
License:
APPUCANT STEVEN JAMES RIDEN O5l25l20o4 Phone: 9494121
PO BOX 3238
VAIL
co 81658
License:
ProjectAddress: 3828 BRIDGE RDVAIL LocaUon:
3828 BRIDGE ROAD
Legal DescripUon: Lot: 10 Block Subdivlsion: BIGHORN 2ND ADDffiON
Parcel Number: 210U11010202
Comments: see conditions of approval
BOARD/STAFF ACTION
Motion By: Mathias Action: APPROVED
Second By: Hanlon
Vote: ,l-0-0 Dateof Approyal= O7l2Ll20@4
CondiUons:
C,ond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activlties.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0006577
1) The applicant shall submit to planning a revised East Elevation, prior to
issuance of a building permit which depicts a bellyband added at the level of the
deck, add stucco beneath it instead ofthe proposed cedar siding and add two windows
above the garage as agrced upon and indicated on the plans.
2) The applicant shall submit to planning revised elevations, prior to issuance of a
building permit depicting finished concrete or cut stone lintels over every arched
opening.
3) The applicant shall submit to planning a revised South Elevation, prior
to the issuance of a building permit, depicting stuc@, instead of the proposd
cedar siding, on the recessed portion of the lower level.
4) The applicant shall submit to planning a revised West ElevaUon, prior to the
issuance of a building permit, depicting stuc@, instead of the proposed cedar
siding, on the lower level and an adjustment to the roof which fixes the awkward
meting of the overhang and adjacent hip.
5) The applicant shall submit to planning a revised North Elevation, prior to the
issuance of a building permit which shows the window proposed on the east end
removed and stucco added
6) The applicant shall submit to the Town of Vail an erosion and hazard mitigation
plan addressing the elements articulated in the "RocKall and Avalanche Hazard
Analysis" provided with their application prior to the commencement of any work on
the site.
Planner: Matt Gennett DRB Fee Paid: $650.00
)
'{ ,'-
T0t44V0r
Application for Design Review
REc E tv E 0
M.,, 2 r lilllt
Department of Community Development
75 South Fronbge Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All p@ects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and constructaon commences within
one year of the approval.
Description of the Request:
Locationof theproposat: t-ot: lD etock:- suoaivision:9=lbA2L$ 4€1#,tLLF- &OO.
physicarAddress: 4oO7 on UtZtOUe USZ.
(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s) of Owner(s):
f-{ailing Address:
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
E-mail Address:
Type of Review and Fee:
tr Signs $50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild,
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as.
reroofing, painting, window additioni, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
D p
n
tr
D
n
Conceptual Review
New Construction
Addition
Minor Alteration
(multFfamily/com mercial )
Minor Alteration
(si n gle-family/d u plex)
Changes to Approved Plans
Separation Request
Fs8ff*r',Egdt' cneqr.ryo.: {zz6 ey:
T0!\ftr
General Information:
The revlew process for new construction normally requires two separate meetings of the Design Review
Board: a conceptual review and a final review. Applicants should plan on presenting their development
proposal at a minimum of hvo meetings before obtaining final approval.
and Grading Plan*
lstape Plan*
NEW CONSTRUCTION
SUBMITTAL REQUIREMENTS
zf Lra{rdscape Plan*
<-R-Eh*ectu ra I Elevationsx
('Vqterior color and material samples and specifications.
s- Architectural Floor Plans*s- Arfhitectural Floor Plans*
ffirng Planx and Cut-sheet(s) for proposed fixtures
{ Sn6 report, includinfschedules A & B to verify ownerships and easements*
{ S,hffgs of the existing site and adjacent structures, where applicable.
{)Arrten approval from a condominium association, landlord, and joint owner, if applicable,
t' Site-specific Geological Hazard Report, if applicable*
o The Administrator and/or DRB may .reqrire the submission of additional plans, drawings,
specifications, samples a'nd other materials (including a model) if deemed necessary to
determine whethei a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Plerce submit three (3) copies of the mateilals noted witlt an asterisk (x).
Topographic sunrey:o Wet stamp and signature of a licensed surveyor o Date of survey o Nofth arrow and graphic bar scale
o Scale of 1"=10'or 1"=20')
o Legal description and physical address o Lot size and buildable area (buildable area excludes red hazard avalanche, slopes greater than 40%,
and floodplain)
o Ties to existing benchmark, either USGS landmark or sewer invert. This information must be clearly
stated on the su rvey
o Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings and a
basis of bearing must be shown. Show existing pins or monuments found and their relationship to
a
o
the established corner,
Show right of way and property lines; including bearings, distances and curve information.
Indicate all easements identified on the suMivision plat and recorded against the property as
indicated in the title report. List any easement restrictions.
Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-five foot
intervals (25'), and a minimum of one spot elevations on either side of the lot.
Topographic conditions at two foot contour intervals
Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a
point one foot above grade.
Rock outcroppings and other significant natural features (large boulders, intermittent streams, etc.).
o
tr
SU B'{ITTAL REQUIREMENTS
Page 3 of L2102107102
o All existing improvements (including foundation walls, roof overhdngs, building overhangs, etc.).Q Environmental Hazards (ie. rockfall, debris flow, avalanche, weflands, floodplain, soils)o Watercourse setbacks, if applicable (show centerline and edgfof stream or creek in addition to the
required stream or creak setback)o Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to the
site. Exact location of existing utility sources and proposed service lines from their sturce to the
structure. Utilities to include:
Cable TV
Telephone
Sewer
Water
Gas
Electric
n
--.\ n
u Size and type of drainage culverts, swales, etc.B Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a minimum
of 250'in either direction from property. /
Site and Grading Plan:o Scale of 7"=20'or larger o Property and setback lines D Existing and proposed easements 0 Existing and proposed grades
Existing and proposed layout of buildings and other structures including decks, patios, fences and
walls. Indicate the foundation with a dashed line ahd the roof edge with a solid line.
All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed grades
shown underneath all roof linee. This will be used to calculate building height.a Proposed driveways/ including percent slope and spot elevations at the property line, garage slab and
as necessary along the centerline of the driveway to accurately reflect grade,o A 4' wide unheated concrete pan at the edEe of asphalt for driveways that exit the street in an uphill
direction.o Locations of all utilities including Existing sources and proposed service lines from sources to the structures, | .o Proposed surface drainage on and off-site.o Location of landscaped areas.o Location of limits of disturbance fencing a Location of all required parking spaces D Snow storage areas.D Proposed dumpster location and detail of dumpster enclosure.D Retaining walls with proposed elevations at top and bottom of walls, A detailed cross-section and
elevation drawings shall be provided on the plan or separate sheet. Stamped engineering drawings
are required for walls between 4' and 6'feet in height.o Delineate areas to be phased and appropriate timing, if applicable
Landscape Plan:o Scale of 1" = 20' or larger o Landscape plan must be drawn at the same scale as the site plan.o Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated (including
new location), and to be removed. Large stands of trees may be shown (as bubble) if the strand is
not being affected by the proposed improvements and gradlng.
o Indicate all existing ground cover and shrubs.s Detailed legend, listing the type and size (caliper for deciduous trees, height for conifers, gallon size
for shrubs and height for foundation shrubs) of all the existing and proposed plant material including
grouno cover.tr Delineate critical root zones for existing trees in close proximity to site grading and construction.o Indicate the location of all proposed plantings.
o The location and type of existing and proposed watering systems to be employed in caring for plant
material following its installation.
Page 4 of L2/O2/071O2
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the
bottom of wall elevations noted.
Architectural Floor Plans:u Scale of 1/8" = 1' or larger; 1/4" is preferred o Floor'plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
building elevations must be drawn at the same scale,o Clearly indicate on the floor plans the inside face of the exterior structural walls of the building.a Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.).a One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) was
calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations.o Provide dimensions of all roof eaves and overhanos.
Architectural Elevations:o Scale of 1/8" = 1' or larger; 1/4" is preferred
a All elevations of the proposed development drawn to scale and fully dimensioned. The elevation
drawings must show both existing and finished grades. Floor plans and building elevations must be
drawn at the same scale,o If building faces are proposed at angles not represented well on the normal building elevations, show
these faces also.u Elevations shall show proposed finished elevation of floors and roofs on all levels.a All exterior materials and colors shall be specified on the elevations.o The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.o Show all proposed exterior lighting fixtureron the building.
oIl|u5tratea|ldecks,porchesandbalconies,o Indicate the roof and building dralnage system (i.e. gutters and downspouG).D Indicate all rooftop mecharlical systems and all olher roof structures, if applicable.D Illustrate proposed building height elevation on roof lines and ridges. These elevations should
coordinate with the finished floor elevations and the datum used for the survey.o Exterior color and material samples shall be submitted to staff and presented at the Design Review
Board meeting.
Lighting Plan:a Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous area o Attach a cut sheet for each proposed flxture.
II. IMPROVEMENT LOCATION CERTIFICATE (ILC)
Once a building permit has been issued, and construction is underway, and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location
Ceftificate survey (ILC) stamped by a registered professional engineer must be submitted. The
following information must be provided on the ILC:
o Basis of bearing and tie to section corner o All property pins found or set o Building location(s) with ties to property corners (ie. distances and angles)
o Building dimensions, including decks and balconies, to the nearest tenth of a foot
o Building and garage floor elevations and all roof ridge and eave line elevations
o All drainage and utility service line as-builts, showing type of material, size and exact location
o All easements
Page 5 of r2l02lo7/02
Buildino Materials
PROPOSED MATERIALS
Tvpe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
LfuwL1q"NE /coM
hLa r^-r r-l
lFtJ*-*
Le,0?20-
hrtL ,Y et,s u(vtz=
Please specifo the manufacturer's name, the color name and number and attach a color chip.
Page 5 of I2lO2lO7/02
Botanacal Name
PROPOSED LANDSCAPING
Common Name
:il",'ffJ-"'ffi
EXISTING TREES
TO BE REMOVED
Size
ol o
zia"Cxv
Minimum Requlrements for Landscaping;Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
Page 7 of LZlOzlO7l02
, UTIUTY LOCATION VERIFICATION
This form is to verify service availability and location for new con$ruction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Siqnature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4077 (tet)w
fi*fl 970.949.s892 (tel)
970.949.4555 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4024 (tel)
970.262.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITANON,
DISTRICT*
970.476.7480 (tel)
970.476,4089 (fax)
Contact: Fred Haslee
l.
970.949.1224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
or a#'*.Vjhn
5at a4
6-;u{d
r rlcol
*Please provide a site plan, floor plan, and when obtaining approval from the Eagle River Water
& Sanitation District, Fire flow needs must be addressed.
NOTES:
1. 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 the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility represenfative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. Utilitv locations must be obtained before
dioqing in any public right-of-way or easement within the Town of Vail. A building permit is not a
Public Way permit and must be obtained seoarately.
Page B of LZlOzlO7l02
-----7
. 1T tO ?>\L'LVt')-xl Z
1bL,b -Owau.t: LD
I t) ,,. \.:-.\T-
Authorized Sionature pate
UTILITY LOCATION VERIFTCATION
i f-\ ..-,L\q L1
,i,!1 4t7l
This form is to verifo service availability and location for new conStruction and should be used in
conjunction with preparing your utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
QWEST
970.38a.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC,
s70.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.2623024 (tel)
970.262.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION,
DISTRICT* r .
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.1224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
I l, ttAtspor.i^eR sr-ts d^) rl\9 -q-t ll"bii rff E tt t3' rrme: 89 ROA '
l\O s-n Bs \^rg,Rg PlAC.6b TO Ldt lo PFol^
f I T\€ TFA'\tsF oefv\€R-slalE_
*Please provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District, Fire flow needs must be addressed.
NOTES:
1. 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 the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. UtiliW locations must be obtained before
diqging in any public right-of-way or easement within the Town of Vail. A buildinq oermit is not a
Public Way permit and must be obtained seoarately.
Page B of L2l0ZlO7l02
(4,16 (616 PilW.0DFzzb>
gvrwu,*1*,,oNvERrFrcArroN
V*el4 t .
This form is to verifu service availability and location for new con6truction
"no ,norft?fl ,#l7l conju nction with preparing your utility plan and scheduling installations. The location and availability of utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the following utilities for the accompanying site plan.
Date
QWEST
970.38a.0238 (tel)
970.384.A257 (fax)
Contact: Jason Sharp
EXCEL H]GH PRESSURE GAS
970.262.a077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.a02a (tel)
970.262.a038 (fax)
Contact: Kit Bogart
EAGLE RiVER WATER & SANITATION,
DISTRICT*
970.476.748o (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.1224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
?
xPlease provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed.
NOTEST
1. 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 the
development can proceed.
2. If a utility company has concerns with the proposed construction, the utility represeniative shall
note clirectly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a public Way permit
from the Department of Public Works at the Town of Vail. UtiliV locations must be obtained before
diqging in any public right-of-way or easement within the Town of Vail. n uuitoino oermiiil not a
Public Way permit and must be obtained seoaratelv
Page B of 12/02107102
Authorized Siqnature
SPECIFIEO
MOO€L NUMBTR'
BASE AI)O
IIOOELN(}. I,AMPST'FFI)(
Dll'ttll$0t'ls MNIG.w H 0 cEr'rTtB
AOD
FINISH SUFFIX
[ --T-.- ----t---.\ 'l
Tnlwrl lwl I I.-:, t t.€:, t l
tffimil tffiit I |'::.I|..-'ll
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178,rljr 36fin
FI4', S3/r
171nn 171flr
-t0F13.10f26
-1Mm
H0US|ltGr
+T, W
TOP & MM:
.PT
&3/4' 15-3lT' 9-3/t' 8-3n' 0w1062
22ffr 391rm ZJ&nD 21&m
-20F13,20F26
-a'l75
IET/PEDSAl|tBLlsIED
GI,ASS PANELS SINOIED
tsx/1' sv1'
17lllrn 171run
-10F13,10F26
-1 1m
.T1T
178m 305nn
HOUSING:
.N, VG
TOP E AAhI:
-Pl &Vd' 1$3/S S3/8' &3/8'
Z22rn 391mn 23&nrn 213m
-20f13,20F26
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TETIPEBED SAIIOSWTE}
GLASS PIIIO.S STANOND
SL,|B II PNEI DESIGN
NTW0f,( FoR 0u01ATt0
T 12' 6-3/4' 6-V,{'
178nrn 3(Efln 171m 171fin
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HOUSIM:
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TOP & Mh{:
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&3/4' 15-3.8 9-3/8' F3/8'
Aann 3glrm 23&n 213rn
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TTCHNICAL SPECIFICATIONs PHOTOMEIFICS F ItSHES
LAMPING Conlel locrl repres€nlatilr l0r |aD s0ecificaions.A00lirdions assislance available.PT Painled
BALLAST tlonnal Po Er Felor 0 dege€ bhcrlEil niflimum (Specily olor sullix ko.n
FinistEs brodrure)
VG Vedioris
(tland applid linish over
solid cwer. Finish will
ry lr0ln lixlure lo lixtuB.)
slartirE lemperatum l0r lluorescenl laflDing.
H0USlll6 Fabdcrled melal, casl aluminum cap and sandblasted
lernpered glass p3rEls
MoUNTING Mounls lo a slandard eleclrical *all iunclim box.
AC Asyiic fEls irEtead 0lslandard glass pan€ts.l€rily maxirum
277V Fluorescenl hnDino
@*0,*,,*1,@B@oro*
oesig{r Modilidtion Righls Res€rvEd.
86ti0 Wesl Eradley Rd.
Milwaukee, t /l53224
VISA LICHTING
An OrdenbuE Cloup Cohpany
Tel: 41{ 354-6m0
Fax: 414 354-7436
Specilier Hollin€:
1 {00-788-V|SA
@ 19S3 visa Lighting /VLISDCPP / 0W004
PrinlCode Rev (894
mmm I-|.'T
(DAJN
mm r-qa (o co (D Cl
mFt t-r qa
33
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mmmmmmm r--r-rrf-Ho-P!33 .F:3 3 a s
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mmmmmm -t-l-l-r--.t ur <,.r s 3 -! r r J.\ \l
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. Ps2 63-5 6 Aiitiqile Biiqijiilir
Cast aluminum path. light .'. vtith clear seeded gldss., ..r . Sizet.6.1/2' dial/ 9 " r hti,.":r),:'
1/2 " NPS..thidad (ofder,, 1ii;,
' morrnting stem sepaiatiiyj;".
. Lam p: One mediuni base :''
Landscape
. lamp, 100w max.
l'it 188, 189, 190 TI
a YttJz-25 ACi0 veroe on
Solid Brass.
P 5Z3Z-20 Antique Bronze
on Solid Brass
Path lrght. Metal shade with
clear bound g{ass bottom.
1/2' NPS thread (order
mounting stem separately).
Size: 6-1/8" hl., 4-1/4" sq.
I rmn' nno 1?-w^lr ( a
bayonet (#'1 156), 24w.
E=
,,(il
-. P5268-3 1 Black
P5268-3 0 White
Pagoda-style cast aluminum path
light. 5hades are white innerlined
. for Ereater reflectivity. Ribbed white
glass diffuser. Fordirect burial only.
Requires weatherproo{ junction box
(by others).
Size: 10" dia. Overall ht. to 37"
1/2" NPS thread.
Lamp: One medium base lamp,
1 00w max.
P5259-31 Black
P5269-3 0 White
Compact {luorescent. Same as
P5258-31 excepi for drreci burial
or surface mouni. Complere with
weatherproof ballasted junction
box. Standard l20V NPF ballasts
Lamps: Two 7w twin compact
fluorescent lamps.{l
A,luminum dome, 12-volt.
White inner-lined shade for
maximum light output.
Size: 9 " dia., 26-3/4" ht.
1/2" NPS thread.
Lamps: Two lz-volt S.C.
bayonet (#1 156), each 24w.
P5265-31 12o-volr. Same as
P5264-31 except uses one
medium base A-19
lamp, 100w max.
E=
Medium
Base Lamp
G23 Base
Comoaci
Fluorescent
La mp
t S.C Bayonet
t! Base La-p
E co-panion
fixtures on paaes
rndicated.
E--=
Low Voltage
{)
Energy Efficient
Fluorescent
Spread Lights
Spread lights pror,ide circrrlar
patterns of light to illurninate
general areas, di.splay plantings
artd prevent acciclents by lighting
paths. steps, n'alks ancl driveways.
> P5213-31 Black
Mini spread light.
1 2-volt. Black
aluminum. White
innedin€d shade for
maximum light output.
Size:5-3/4' dia., 29"
ht. 1/2 " NP5 thread.
Lamp: One 1Z-volt 5.C.
bayonet (#.1 156), 74w.
t=-
M ushroom.l2-volt. Black
^aluminum with white
in nerlined shade for
maximum light output.
Size: 9 " dia., 23" ht. 1/2"
NPS thread.
Lamp: One lz-volt 5.C.
bayonet (#1 156), 24w.
rJzo r-J I rzu-vorl )ame
as P5266-31 except uses
one medium base A- l 9
lamp. 100w max.
b_i
^ P5266-31 Black
P5254-31 Black
Progress Lig htin g 239
' A-bout LightingO
lncandescent
Warm general service deco.ative lamps
Lamp Waffs Sase Lamp Life Hours lniial Lumens 1000 505
1000 865
s
419 40 Medium 60 Medium 15 Medaum 100 Medium
1190
1710
irl-ow-:voltage 1 2volt
t,Excellent color'rcndition and beam.pattern control. Good precise task
li'!ishting.with etergy savings.
i..lrlln tamp and PAR lamps
!; Cbmpact halogen unit souice with good beam pattern control.
Lamp Watts Base Lamp Life Hours lnitial Lumens
, MR'1'1. Q35 2-Pin 3500 NA
MR15 Q35 2-Pin 4000 NA
'. Q50 2-Pin 4000 NA
Q75 2-Pin 4000 NA
750
750
150 Medium 750 28 50
810 Blunt Tip or 25 Candelabra 1500
CA10 Bent Tip 40 Candelabra 1500
60 Candelabra 1500
235
370
650
G t 6-112 Globe
Incandescen't R-Lamps
Reflecrive general service lamp. ldeal for recessed downlighting and
. PAR36
Bayonet and BFPin lamps
Halogen or lncandescent low voltage lamps. ldeal{or landscape and
Undercabinet aoolications.
SB (lncand.) #1141 17 SC Bayonet 1000
AR70 (Halogen) 20 DC Eayonet 2000
T3-l/4 (lncand.) #161 3 Wedge Base 20.000
T5 (Xenon) 5 Wedqe Base 10,000 210
MRll(Halogen) 20 DC Bayonet 3000 NA
35 DC Bayonet 3000 NA
MR16 (Halogen) 35 DC Eayonet 3000
25 Candelabra 1500 40 Candelabra 1500
60 Candelabra 1500
23s
260
450
Q35 Screw Terminal 4000
Q50 Screw Terminal 4000
250
400
bl) btooe 25 Medium
40 Medium
60 Medium
1500
1500
1500
210
410
710
G40 Globe 25 Medium
40 Medium
60 Medium 100 Medium
2500
2500
2500
2500
740
'r3 80
NA
NA
NA
NA
I
235
440
NA
NA
350
1375
2200
2950
2800
17
25
32
32
r6-1t2 70 lntermedrate 1000 244
R20 50 Medium 2000 410
15 Medium
100 Medium
2 000
2 000
770
1195 2000 T3 (Halogen)Q20 BFPin
1 50 Medium
300 Medium
zoo0
2000
'1500
3500
Incandescent Par Lamps
More sophisticated reflector Iamp with incandescent or tungsten naro9en
PAR2O 50 Medium 2000 570
lncandescent Halogen Lamps
Minidture halogen source provides excellent color rendition and maximum
beam control.
Q300 Double ended 2000
Q75 Mini-cand
Q l 50 Mini-cdnd
Q250 Mini-cand
Suitable for outdoor use.
50 Medium Base 16,000
l.Fluorescent
i:.fiuorescenl lamps are Fbout five times as efficient as incandescent lamps at
' converung elecncrty.
t-j. !
: !inear.Preheat.; Laiio Walts Ease Lamp Life Hours lnitial Lumens
' Yellowish emitted color.
'Medium Base 24,000
r.Mercury.Vapor
'Blue/green liqht,
IFCT .
400
850
1000
760
1300
Linear-Rapid Start Energy saving
. F3OT12AVM 30 Medium 8i-Pin 18.000 2025
F40T12UMM 40-"U" Medium Bi-Pin 12,000 2400
F4OT12A/VM 40 Medium Bi-Pin 20.000 2850
50 Medium
75 Medium
2000
2 000
otu
'r 030
50 Medium
15 Medium '100 Medium 150 Medium
Q250 Medium
2000
2500
2000
2000
4200
590
1050
1400
17 40
3600
"14 2000
2000
2000
1200
2800
5000
T4ETF - al:O. DC Eayonet 2000 2700
Compact Fluorescent
Long li{e and energy efficient fluorescent lamp. Excellent for general illumination.LamD watts Base LamD Life Hours lnitial Lumens
Twin T4 7 z-Pin G23 10,000 400 9 2-Pin Gz3 10,000 600 13 2-Pin GX23 1 0,000 900
Quad T4
: F8T5
F13T5
'F15T8
F15T12
F20Tl2
8 Minature Bi-Pin 7500 13 Minature 8i-Pin 7500
15 Medium Bi-Pin 7500
15 Medium Bi-Pin 9000
20 Medium Bi-Pin 9000
13 2-Pin GX23-2 1 0.000 13 4-Pin GZ4q-'l 10,000 18 2-Pin G24d-2 10,000
18 4-Pin G24q-2 10,000 22 2-Pin GX32d-2 10,000
26 2-Pin G24d-3 10,000 26 4-Pin G24q-3 10,000
28 2-Pin GX32d-3 10,000
Linear-Electronic
F17T8
F25T8
F32T8
FB32T8
850
900
1250
1250
1 200
'1800
1700
1 600
Medium 8i-Pin
Medium Bi-Pin
Medium Bi-Pin
Medium Bi-Pin
20,000
20.000
20,000
20,000
Circline
FC8T9
FC 1 2T9
FC 1 5T9
4 Pin G 10q
4 Pin G 10q
.4 Pin G 10q
12,000
12,000
12,000
22
32
40
1 000
1800
2700
840
1200
1250
1800
2850
13 4-Pin GX24q-1 10,000
18 4-Pin G24q-2 1 0.000
l8 4-Pin 2611 20,000 27 4-Pin 2G11 '12,000
39 4-Pin 2G11 12,000
bqht source Wrde array of beam patterns, whiter light
PAR16 50 Medium 2000
,'Hish Presiuie Sodium
; Most efflcient.HlD source.
. lED lT 50
Triple T4
Progress Lighting
G)
-nl Recessetl - ''-.rt
n r-1 idOfS & WallS Lishtinsforsaretvintrarricareas'indoors bteps? \-,orrl and outdoors.
Brick Li*hts - Outdoor & Indoor
:Cast aluminum housing with black metal
louver. Three 1/2 " l.P conduit entries.
Measures 7-314" x2-112' x3-1/8' For wood,
brick, masonry. and poured concrete
installations. UL listed for wet locations.
P6802-31 ComPact f luorescent,
Lamp: One 7w compact fluorescent lamp.
f-l
P5803-31 Therma-Gard protectlon
Lamp: One ]zOV T6-1/2 75w
intermediate base.
Indoor & Protected Outdoor
5pring-held white louver faceplate. Metal housing
has 12' l.P conduit entry. For indoor and protected outdoor
use. UL listed for damP locations.
P5820-30TG Therma-Gard protection. Porcelain socket
Lrmp: One 60w A-19.
P6821-30 Compact fluorescent. Standard 120V NPF
ilrfol o.. 7w or 9w twrn compact fluorescen, t..p (]
P5825-30 Compact fluorescent. Same as P6821-30 except
with a shatter-resistant whrte acrylrc faceplate .-l
Lamp: One 7w or 9w twin compact tluorescent lamp. tl
Thru-Wall Double Face
4 1-3/4' I
,_1r'l 1-1/A't-|Tr-L r-r-t* 'r
3'1/8"
iI , t e 't :
3-1n"
l-7-sl8 !
l:l l:l t-t
l* 8,s/8't
One metal housing with two shatter-resistant white acrylic
faceplates for both sides of a stud wall, 3'112' rc 4-1n'
thick. White trim. Reduces costs by illuminatinq two areas
with one fluorescenl light. For indoor and protected outdoor
use. UL listed for damp locations.
P582/t-30 Compact f luorescent.
tamp: One 7w or 9w twin compact fluorescent lamp. {f
P5825-30 Compact fluorescent. Same as i\
P6824-30 except wrth two louver faceplates \l
1. 8'-i
P6816-15
P5817-16
f' 7'!n
P6818-15
P6819-16
7-3t4' *
A'19 Lamp
Compact
Fluorescent
Lamp
qj
Energy Efficient
Fluorescent
zao
G23 Base Indoor' & Outdoor P6815-16
Cast aluminum, porcelain socket, reflector,
tempered glass. Two 'll2" l.P. for conduit
entry. For poured concrete and masonry
lnstallations. UL listed for wet locations.
P6816-16 White glass face.
Lamp: One 25w A-19.
P6817-16 Louver faceplate over glass.
lamp: One 25w A-19.
P6818-16 White glass face.
lamp: One 75w A-19.
P5819-16 Louver faceplate over glass.
Lamp: One 75w A-19.
P6817-15
T T-II 4-rF'l ll -L t- t/
-1 F
3-1t2',
TI el II
*l
.1 T T-I ;.
I
I
t
T6-12 Lamp
F 8' -l
I-l t-l i-l
FA3/4'+l
F 8-3/4"1
P6818-r 5 P6819-16
Progress Lightinq
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Tax Area Account Number Parcel l{umber Mlll Lew
sc103 RO52227 210111101020 46.566
5 AVENTUM BLVD STE 1OO
Owner Name and Address
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SUB:BIGHORN zND ADDITION LOT:10
BK-0405 PG-0971 08-23-84 BK-0522
PG-0931 oCD 01-24-90 R774225 QCO
10-23-01 R867653 QCD 12-15-03
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Actual Value Assags€d Value
Lnd:275,OOO 79,750
Improvcment9:0 0
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Phvslcal Addrcss:3830 BRIDGE RD UNIT: VAIL
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lrlaylll-01 01:08pnr Fron-
vn2378 Schedulc A Amounl $320,000.m
I.oT 10, BIG.HORN SUBDIVISION, SCOND ADDTTION
\+- )o-b{
-Im+ehi$l at5:00P'M.
'** / D A (oluadocjrnit-aPartu'*nip \ Jhiretloud- L P, A Cola
inrercst in rbe land dcscribed or r.elered to in this Schedule and whicb is covered by this policy is:
or interest covertd by this policy at tl|e date hercof is vcsted ln;
uJhitccloud LP , ft Co b"ctdo uin'rrrt4 fanwcmtal1
to in thie policy is described as follos's:
SUBDNISION, SECOND ADDITTON, AC@RDING TO THE RECORDED PLAT
@UNTY OF EAGLE, STAIE OF @LOR.ADO.
This Policy valtd only il Schedulc B is artached-
Laad firle Guerertee ComPanY
Reprecnring Chicago Tirlc bsrrrarcc Coupany
FomrAO/CEI
Our Order No.
Policy Dalt:
fitle to the
5. The land
t-oT 10,
TI{EREOF
1-231 P.02/M F-058
,May-19-04 01:08pn Fron-T-231 P.03/01 F058
v272378
Sctredule D
docs rot inslre against toss or damage (and rle Company will not pay COSts, tfionreys' feeS or e:penSeS)
by rcrson of:
claims of panies in posses'sion not shown by tlu public records'
or clains of esscminrs, mt showtr by $c public recor(s'
48 AT PAGE 477.
,ies, colflicts in boundary llax, shonage ia uee, encroacbnenrs, and any facu which a cortect Survcy atrd
of rlu prenlses woukl rliscl,ose and which are uor slown by thc public records.
or rigbr to a lien" for sewiccl, tabor, or matcrial heretofore or bereafter furnished, inposed bv law aql
by rbe public rccords.
NOTYET DUEAND PAYABLE.
R UNPAID WATERAND SE1VER CHARGES, IF ANY'
FPRoPRIBToRoFAVEINoRLoDEToBXTRACTANDRBMovB}IIsoRE
ROM SIIOWD THE SAME BE FOIJND TO PENETRATB OR INTERSECT THE PREMISES
VEDINUNITEDsTATEsPATENTRECoR.DEDAPRIL2S,1900'lNBooK4EAT
F WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF TTIE
STATESAS RESERVBD IN TJNITBD STATES PATENT RECORDED A}RIL 28' 19OO'
@VENANTS WHICIT DO NOT G)NTAIN A FORFEITI]RE OR REVERTER CLAUSE'
GANYcovENANT|)RRESTRICTIoNB^SEDoNRACE,col-o&RELIGIoN'
,{D]CEj', FAMILTAL STATUS OR NATIONAL ORIGIN T'NLESS AND ONLY TO TIIE
TtIAr s*n covEIANT (A) IS E)(EMPT UNDER CIIAPTER 42, SEcTloN 3607 oF
STATES SDE OR (B) REI.ATES TO HANDICAP BUT DOES NOT
rn eCenrSf HANDiCAP PEnSONS, AS CONTAINED IN INSrR.UMBNT R.ECORDED
W.N,1D62,INBOOKr74ATPAGE4O3ANDASAMENDEDININSTRT'MENT
ED SEPTEMBER 19, 1963, IN BOOK 715 N PAGE257 '
.CBNT NON-PARTTOPAIINGROYALTY IN AND TO TIIE PROCEEDS DERIVE:D FROM
OT T,.THSRALS, ETC,, PRODUCED AND MINED FROM SAID PREMTSES' ALLAS
eNonrseRvEDIN]NSTRUMENTRB@RDEDINBooK166ATPAG8407.
Our Order No'
rO. ATEN
Jlay-19-91 0{:08pn Frorr T-231 P.01/84 F-058
Schedule B
;, RESERVATIONS AI{D RESTN'ICTIONS AS SHOWN OR RESERVED ON THE
ir-qf oi, nicnoRN srJBDlvI$oN, sE@ND ADDITIoN'
AND PROVISIONS OF NOTIG OF ENCUMBRANCBAND RESOLUTION
errur- so, 2001 Af REcllPuoN NO' 75s?57'
rRusT DATED MAY 2'4, 2101, FROM BIIIY I:qAHL TO TIIE PIJELIC
oF EAGLE couNry FoR;rb;i.C oiiglqa1_g1L-Isro sBcuRE rHE suM oF
irilCo-noeo nme ot, 200r, UNDER REcEPTIoN No' 1s834s'
Form AO/CEI
Our Order No.
June 14, 2004
Stephen James Riden, AIA
PO Box 3238
Vail, CO 81658-3238
RE: Gaylis Residence - Design Review application for a new single-family located at
3828 Bridge Road/Lot 10, Bighom Second Addition
Dear Steve,
As discussed the week of June 1,200/' Town of Vail Staff has recently reviewed the
Variance application for the proposed Gaylis Residence and the following is a summary
of the remaining issues from that review:
1. Please depict a limits of disturbance fence around the site;
2. There are several points on the roof ridges that exceed the allowable height
maximum for the Two-Family P/S zone district, please adjust and revise;
3. The average slopes of the building site exceed 300/0, thereby restricting the
allowable site coverage to 15%, or 1,947 square feet, of the site area. Please
adjust and revise;
4. On the Garage level, the area undemeath the recreation/offioe spaoe is closed to
an extent where it would have to be included as GRFA - please adjust and
revise:
5. Per Public Works please respond to the following comments:+ PE stamped retaining wall plans
* 6'maximum allowable wall heights * First 10 feet back from pan must not exceed 8o/o,12o/o for remainder of
heated driveways.
At this point, we can schedule this application as a Conceptual Review for June 16,2004,
and continue with a Final Review, if you are ready, on the next regularly scheduled DRB
meeting. lf you have any questions or comments, please feel free to contact me directly
at (970) 479-2140.
Matthew R. Gennett, AICP
Town of Vail
Status:
I Approved
corrrnailFY DEVELoPMENT nofic Fonut
I epprcved with conditions fi Denied
Routed To:Leonard Sandoval. PW
Date Routed:05t26t04
Routed By:Planner
Date Due:06t0?/04
Description of work:Final Review of New Single Family Residence
Address:3828 Bridse Road
Leqal:Lot:10 | Block:Subdivision: I Bighorn Second
Comments:Date Reviewed:
Need additional review
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RoCKFALLANDAVALANCHEHAZARDANALYS|SAND
MITIGATION CONCEPTS
LOTS 8, 10, AND 12, BTGHORN SUBDlVlsloN 2ND ADDITIoN
Prepared For.
Mr. Steve Riden
PrePared BY
Arthur l. Mears, P'E., lnc'
Gunnison, Colorado
MaY,2001
^*q* I. MEARS, P.E.,INc'
Natural Hazards Consultants
555 CountY Road 15
Gunnisou Colorado 81230
TcUFax: 9?0'641-3236
srtnears@tmii.com
May 10,2001
Mr. Steve Riden
P.O. Box 3238
Vail, CO 81658
RE: Hazard and mitigation analysis, Lots 8, 10 and 12, Bighorn 2d Addition
Dear Mr. Riden:
Theanalysisofhazardandmitigationdesignconceptsyourequestedis
attacneO. Although tor" "*poirre
to the lbovedefined hazards does exist'
site*pecilc mitig;tioq i;duding ntt against back walls or special fences, is
i""ri6f" and cariprobably be incorporated without substantial expense'
Please contact me if you have any questions'
SincerelY,
O+L'"^lwV/*
Arthur l. Mears, P.E.
Avalanche-control engineer
Encl: RePort
-. I
Moss Flosting' Avol0nchcs ' Aval,[.chc Conml Engincering
1 REPORTSUMMARY
The principal conclusions, recommendations and limitations of this study are
detailed in Sections 2 - 6. The summary is as follows.
1.1 Exposure
All lots, proposed buildings and additions considered in this study are within
range of rockfall and avalanche hazards. These hazards originate within or
directly below the obvious limestone cliff outcropping of the Maroon formation
approiimately 300 feet above the building sites (Figures 2 and 3). Both rocKall
and avalanches of sizes sufficiently large to damage buildings are rare events
(estimated return periods of 100 years or longer) but do require mitigation as
discussed.
RockfaLl or Avalanehe
T
H
Hgtto"
'hote
1{ouse
cted.
4ii;i
4:.3!i;i1:;11:
RECOMMENDED MITIGAT\ON - Mitigation recommended forthe building postfions shown in the
April, 2OO1 Steve Riden drawings consrsfs of ptacing a fill to a height H against all back walls of
propsed houses. The fiil shoutd extend vertically for a height "H". H = 10' on Lot I (upper), I'
'on'Lot 8 (ower), 10' on Lot 10, and 8' on Lot 12. Sufiace stope of ftll shotlld ,pe 1.% : 1. This will
protect from design-magnitude rockfatl and avalanches. An aftemate mitigation (a rockfall
energy-absohing fence) is drscussed in Section 6.
1.2 Mitigation
Because of small velocities and energies of avalanches and rockfall, the
recommended mitigation will consist of fill against the uphill walls of all buildings
as shown in the above figure. The lower section of the walls must be reinforced
for the resulting soil pressure, as determined by the structural engineer. Any
walls and windows on the back walls within 12 feet of grade should be minimized
in area and reinforced for a horizontal pressure of 100 lbs/ft'. The fill will
dissipate rockfall and avalanche energy such that buildings will not be damaged
and rocks and debris will not be deflected adversely onto adjacent public or
private property. This will protect residents and others and will satisfy the Town
of Vail hazard regulations.
2 OBJECTIVES AND LIMITATIONS
As requested by Mr. Steve Riden, this report has the following objectives:
a. Analysis of the dynamics and resulting hazardfrom design-magnitudel
rocKall and avalanches on the subject properties;
b. Quantification of the impact and/or static loads on exposed buildings;
c. Recommendations of mitigation procedures that are feasible at or
above the buildings;
d. Discussion of any adverse deflection of rocKall and avalanches onto
adjacent properties; and
e. Discussion of risk.
This report also has the following limitations which should be understood by all
those relying on the results and recommendations:
a. Only rocKall, and snow and debris avalanches are considered; other
hazards or constraints to development, if any, are beyond the scope of
the study;
b. The analysis is based on building locations provided in the Steve
Riden drawings given to me in April, 2001.
c. Any substantial changes to the terrain or forest cover (e.9., by forest
fire or landslides) above the building sites may increase the hazard;
d. Extraordinary events (e.9., with return periods of 300, 1000 years or
longer) may exceed the sizes delineated or analyzed in this report; and
e. The study is site-specific and may not be applicable at other sites.
3 PREVIOUS WORK
The Town of Vail has developed rocKall, debris avalanche, and snow avalanche
maps which indicate Lots 8, 10, and 12 (as well as some adjacent lots) lie within
hazard areas or potential hazard areas. These Vail maps are generalized thus
do not indicate the physical characteristics or destructive potentials of the above
processes. Modifications to these maps based on site-specific analysis and
more detailed study have been provided in Figures 6 and 7 of this report.
Additional site-specific hazard or hazard mitigation studies for Lots 8, 10, and 12
have not been completed since the original Vail studies.
4 TOPOGMPHIC SETTING AND SITE OBSERVATIONS
Figure 1 is a generalized location map of the project area taken from U. S.
Geological Survey topographic data. The approximate location of the rockfall
1 Design-magnitude - Events with return periods of approximately 100 years. Avalanches do
have return periods because events of one year are not related to those of subsequent years,
however, rockfall events may be dependent on events of prior years.
o
ffidi area and approximate tocation of Lots 8-12. At this
location, avalanches and rockfai begii primarily below 8,680 feet elevation level within or below
the limestone cliffs. Many other ava-lancheg dibris flows, or rockfalls also occur in the general
vicinity but are not shown on this map. Hazard delineation and subdivision into red and blue
zones are shown in more detail on Figures 6 and 7
J,D TopoQuads Copyight O 1999 Drlome Yrrnrouth. M[ 01096 SourccDuto: USGS ft Scnle: l:6,000 DctnlL l4-J Ditum: WGS84
o
and avalanche area and lot locations are indicated and the generaltopography of
the immediate area is shown. The steep colluvial (rock and debris) slopes below
the limestone cliff shown in Figure 2 is littered with boulders, smaller rocks and
assorted debris. This material results from the combined effects of rocKall,
FTGURE 2. Obtique photoqaph (taken trom the northeast on Aqil 27, 2001) of Bridge Road cul-
de-sac and the wed-ena oi Lupine Drive. Steep coiluviat slopes below limestone cliff band can
produce smal!-to4noderete shed avalanches. Roc-kfail ortginates within clitrs.
FIGURE 3. Oblique photograph showing greater detail in proiect area (above Lupine Dive and
south of cu!-de-sacl ind tfre runout arca for the rockfall and avalanches. Very large lirnestone
boutders near houses probably ortginate from glacial activity rather than rockfall.
o
avalanches, other mass-wasting processes and glacial activity. Much of the
upper Gore Creek Valley was the site of e)densive glaciation during the
fleistocene glacial epoch which ended here 10,000 to 20,000 years before
present. ThJ eXensive glaciation probably scraped rocks from the cliffs and
deposited many near the present location of homesites as the ice melted.
Alternately, a single or multiple rockfall, rock avalanche, or landslide event(s)
may havaoccurr;d and deposited these rocks. However, the major boulders,
"ppe"r
to have been in place for over lOOO years, perhaps more than 10,000
years, judging from soil development and lichen growth on the rock surfaces (see
Figure 4).
FIaURE 4. Major 8-10 foot-tong boulder in the vicinity of the lower building site on Lot 8. Boulder
probably reached tnis position during or immediately foltowing valley deglaciafion, not from
'rockfall. lt may have moved into plice from landslides that occuned after valley deglaciation or
by melting gtaciat ice. lt is untikeiy that this boulcler fett from the cliffs as an isolated event
becausek-would have rolled much farther or broken into smaller rocks. Soil around the boulder
and lichen cover on the suface suggests if has been in the cunent position for at least 1000-3000
years, possibly more than 10,000 years.
RocKall and debris-avalanches have also occurred since valley deglaciation and
deposited smaller boulders in the vicinity of existing and proposed houses. Such
examples are widespread on the colluvial slope above Lupile Drive and other
areas within the valley. An example of a rocffiall-deposited boulder is shown in
Figure 5. This 3-foot diameter boulder rests on the soil surface and probably has-
faiien into place during the past several centuries as a result of rockfall. Rocks of
this size have the capability of reaching the proposed houses and therefore
require mitigation. They aie the basis of the rocKall modeling conducted in this
study.
FTGURE 5. Rocl<falt4erived boulder apgoximately 2.53.0 feet long which tell from the limestone
ctiffs. Noteboo| is apgoximatety one-foot bng. A 3.Gfoot diameter rock similar to fr?,s one was
used in the rockfatl iytamics aialysis and was the basis for fhe mitigation recommendations'
5 ROCKFALL AND AVALANCHE MODELING METHODS APPLIED
5.1 RocKallModeling
The velocities, kinetic energies, and bounce heights of rocKall events at the
proposed buildings have been quantified through application of the Colorado
Rockfall Simulation Program (CRSP), a stochastic rockfall dynamics program
developed by the Colorado Department of Transportation and the Colorado
School of Mines.
The following steps were used in application of CRSP:
a. Rock source areas were identified in the field and through analysis of
aerial photographs.
b. The colluvial slope below the limestone cliff was characterized in terms
of steepness, roughness, and hardness, parameters used in the CRSP
analysis.
c. The sizes of boulders and their probable stopping positions were
determined in the field.
d. The CRSP model was forced to produce boulder stopping positions as
determined in the field.
e. Velocities, kinetic energies, and bounce heights at selected analysis
points (positions of mitigation) were determined at the building
locations by the CRSP analysis.
The maximum extent of 3-foot diameter rocks (the design rockfall event) in the
project area is shown on Figure 6. This map should be used to update the
existing Town of Vail rockfall hazard maps which were prepared in 1984.
Complete details of the results of the rockfall-dynamics analysis are provided in
Appendix A. A summary of the design criteria which were used to develop the
rockfall mitigation measures recommended in Section 6 are provided in Table 1.
Note: Mitigation design crfterta are basecl on the gOrG cumulattve proDao, ty teveL meantng mat
there exis{s a 10% Vobability that the design rocktall event (which is a rare event) will exceed the
criteria.
5.2 Avalanche modeling
Avalanche dynamics were modeled by fitting a three-parameter stochastic model
of avalanche motion to the flow, assuming a starting position at the cliff band and
a stopping position consistent with observed stopping positions observed in
topographically similar paths in Colorado. The following two steps were usecl as
recommended by the Colorado Geological Survey:
a. First the design-magnitude avalanche stopping position was
determined by terrain analysis, observations of prior events in similar
terrain, and statistical model ing;
b. Second the avalanche-dynamics modelwas used to compute energy
(of clear snow and debris avalanches) to determine the red/blue
hazard zone boundary (mapped in Figure 7).
Avalanche velocities computed in step "b" at the proposed buildings were
determined to be 1Qm/s (22 mph) or less and would produce impact pressures
generally less than 400 lbs/ft2 at the bases of large, flat walls normal to the flow.
Because the apparent avalanche retum period at the proposed buildings is more
than 25 years, this would place buildings in the "blue" (moderate hazard) zone,
as indicated on Figure 7. According to the Vail hazard regulations, construction
with mitigation is allowed in such areas.
Table 1. Rockfal criteria for m on
Site Velocity Kinetic Energy Bounce Height
Lot I building
lgpper)
51.30 fUsec 120.027 ftlbs 7.69 ft
Lot 8 building
(Lower)
39.30 fUsec 74.167 ft)bs 15.51 ft
Lot 10 buildins 51.07 fUsec 117.046 ft-lbs 7.60 ft
Lot 12 buildins 41.97 ftlsec 89.848 ftlbs 5.85 ft
Note:criteia are based on the 90% cumulative probabit 'tty level, meaning that
o
FIGURE 6. Map of the maximum extent of rockfall hazard in the Bridge Road and west Lupine
Divearea. Mapwasproducedfromaerial photographytakeninl99T,thusrecentconstruction
does not appear on the map'
scALE. 1,'= 1oo'
:..:':
i:?: i '
FIGURE 7. Map of the maximum erteft of snow or debis avalanches in the Bridge Road and
west Lupine Drive area. Red (high hazarcl) and Blue (moderate hazard) zones are shown. Map
was produced from aerial photography taken in 1997, thus recent construction does not appear
on the map.
SCALE: 1"= 100'
6 MITIGATION
Two forms of mitlgation from rockfall and avalanches is recommended. These
recommendations are based on the observations and analyses presented earlier
in this rePort.
6.'1 Berms against back walls
The recommended mitigation form consists simply of berms built against the
uphill walls of buildings (Figure 8). These berms must be built to a height of 8 -
10 feet to dissipate rockfall and avalanche energy. The required heights are
given in Table 2.
Table2. Berm design criteria
Berm surfaces should have a slope of 1Tz:1. Walls must be designed to
withstand the static soil load, it being assumed that the impact loads of rockfall or
avalanches will be dissipated by the deformable soil and rock material of the
berms.
1.;?i
d;ttliii.;llt.ur;i
FTGURE 8. Rockfall and avalanche berms placed against the uphill walls will provide mitigation
on Lots 8, 10, and 12. The required berm heights for various locations are provided in Table 2.
Betm surfaces should be at a I % : 1 slope. Wndows within the lower 12 feet of the back wall
should be reinforced for a norma! pressure of 1OO lbstf . Berms wi!! not deflect rocks or
snow/debris mirtures onto adjacent public or private properv.
oeslgn cnrena
BUILDING LOCATION BERM HEIGHT
Lot 8 buildinS (upper)10 feet
Lot 8 buildinq (lower)8 feet
Lot 10 buildinq 10 feet
Lot 12 building addition 8 feet
Windows within the lower 12 feet of the back walls should either be avoided,
minimized in surface area, or reinforced for a pressure of 100 lbs/ft'.
An alternate form of mitigation, which is primarily used for defense against
rockfall is the energy-absorbing fence (Figure 9).
FIGURE 9. Energy-absorbing rockfal! tence (manufactured by GeoBrugg of sanfe Fe, NM)
installed above a house near Telluride. Tris is a "medium-energf absorbing fence which would
be capabte of dissipating rocks with the design energies above Lots 8, 10' and 12.
This type of fence has been widely used in Europe and the United States,
primarily above highway rockfall areas. The medium capacity fence shown in
Figure 9 is approximately 9 feet high and would cost approximately $300-$500
per foot installed. Each fence would be within approximately 50 feet of each
building and would extend the full width of the structure. Modifications to the f
fence design would probably be required in order to withstand avalanche loads.
Although either berms or rockfallfences could be used, the final choice will
depend on cost, environmental disruption, and esthetic considerations. These
choices can be made during the final design stage.
Report prepared by
C;1it^,lwu,oro
Arthur l. Mears. P.E.
Avalanche-control engineer
o
TECHN ICAL APPENDIX A. RocKalldynamics analysis
The folloring pages provide input and output data used in computing rocKall
dynamics parameters at the building sites.
t,
I
CRSP
Input File Specifications
Units ofMeasure: U.S.
Total Number of Cells: 8
Analysis Point X-Coordinate l: 425
Analysis Point X-Coordinate 2: 481
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
Cell No. Surface R. Tangent C. Normal C. Begin X Begin Y End X End Y
1 .5 .8 .5 0 8640 30 8600
2 .s .8 .5 30 8600 150 8520
3 1.5 .7 .3 150 8520 340 8420
4 1.5 .7 .3 340 8420 425 8390
5 1.5 .7 .3 42s 8390 465 8380
6 1.5 .7 .3 465 8380 481 8376
7 1.5 .7 .3 481 8376 5l l 8374
8 .3 .8 .3 511 8374 561 8370
Input File - D:\crsp\Biro.t *.4",
--t
CRSP Analysis Point Statistical Analysis - D:\osp\Bighour I,ot 8.dat
Analvsis Pclint I
AnalysisPoint l:X= 425,Y= 8390
Spherical Rodc 3-ft dia", 23331b
Total Rocks Passing Analysis Point: 78
Cumulative Probability Velocity (fl/sec) En€rE (S-lb) . Bounce Height (ft)
SU/o 33.6 62938 1.61
?5o/o 42.85 92994 4.81
9V/o 51.3 L2@27 7.69
95o/o 56.37 136257 9.42
9E% 62.06 154r'J72 11.35
Note: Velocity and kinaic €n€r5f are analyzed assuming a normal distrbution.
Bounce heigbt is aoslyzed assuming a log distribution.
s0%
75Yo
90%
9s%
98%
t4.2
18.91
153 5l
23233 23.15 30323
25.69 34579
28.55 39356
oo
CRSP Analysis Point Statistical Analysis - D:\crsp\Bighom Lot 8 dam.dat
Analvsis Point I
Analysis Point 1: X= 440, Y: 8400
Spherical Rock: 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: 9
Cumulative Probability Velocity (ff/sec) Energy (ft-lb) Bounce Height (ft)
0.37
2.21
3.87
4.86
5.97
Note: Velocity and kinetic energy are analyzed assuming a normal distributron.
Bounce height is analyzed assuming a log distribution.
CRSP Input File - D:\crsp\Bighom Lot 8
Inout File Specifi cations
Units ofMeasure: U.S.
Total Number of Cells: l0
Analysis Point X-Coordinate l: 2140
Analysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
Cell No. Surface R. Tangent C. Normal C. Begin X Beein Y End X End Y
o
dam.
.5
1.5
1.5
.5
dat
.)
1.5
1.5
1.5
^J
I
2
J
4
5
6
7
8
9
10
.8
.8
.7
.7
.7
.7
.7
.7
,7
.8
.5
.5
.3
.3
.3
30
150
340
425
440
45s
465
481
5ll
561
0
30
150
340
425
440
455
465
481
5ll
E640
8600
8s20
8420
8390
8400
8390
8380
8376
8374
8600
E520
8420
8390
8400
8390
8380
8376
8374
8370
.3
.3
.3
.3.
.3
.r )'
Analysis Point 2
AnalysisPoint 2:X: 481, Y= 8376
Spherical Rock 3-ft dia., 2333:h
Total Rocks Passing Analysis Point: 44
Cumulative Probabilitv Velocitv (,ff/sec) Enerey (,ftJb) Bounce Height (ft)
s0%
7s%
90%
95o/o
'98%
Note: Velocity and kinetic energy are a4alyzed assuming a normal distribution
Bounce heiglrt is analyzed aszuming a log distribution.
ol
CRSP Analysis Point Statistical Analysis - D:\crsp\Bighorn Lot 8.dat
24.97 36668
32.52 56410
39.3 74167
43.38 84827
47.95 96792
0.69
8.49
15.51
19.72
2A.45
o
Input File - D:\crsp\Bighorn Lot 8
o
dam2
r rr|l
CRSP
Input File Specifications
Units of Measure: U.S.
Total Number of Cells: 9
Analysis Point X-Coordinate 1: 493
Analysis Point X-Coordinate 2: 0
Analysis Point X-Coordinate 3: 0
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
.dat
I t
J
4
5
o
7
8
9
.5
.5
.3
?
.3
0
30
150
340
425
465
481
493
505
8640
8600
8520
8420
8390
8380
8376
8384
8376
30
150
340
425
465
481
493
505
561
8600
8520
8420
8390
8380
8376
8384
8376
8370
.3
.J
.3
.3
2'o
CRSP Analysis Point Statistical Analysis - D:
o
\crsp\Bighom Lot 8 dam2.dat
Analysis Point I
AnalysisPoint 1:X= 493,Y= 8384
Spherical Roch 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: 4
s0%
75o/o
9OP/o
95%
98%
8.48
8.4E
8.4E
8.48
8.48
7037
7037
7037
7037
7037
0.02
0.7
1.31
1.67
2.0E
Note: Velocity and kin6ic e4ergy are analyzed assuming a normal distribution.
Bounce height is analyzed assuming a log distribution.
o
File - D:\crsp\BighomLot 10.dat
lnput File Specifi cations
Units ofMeazure: U.S.
Total Number of Cells: 10
Analysis Point X-Coordinate l: 380
Analysis Point X-Coor dinzte 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Stafiing Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
Cell No. Surface R Tanqent C. Normal C. Begin X Begin Y End X End Y
o
CRSP Input
r-
I
2
3
4
)
6
8
9
l0
.5
-)
1.5
1.5
1.5
1.5
1.5
1.5
.3
..J
0
40
110
230
360
400
420
465
490
530
8640
8600
8560
8480
8420
8400
8394
8386
8382
8378
8600
8560
8480
8420
8400
8394
8386
8382
8378
8376
40
ll0
230
360
400
420
465
490
530
570
1-'
CRSP
o
Analysis Point Statistical Analysis - D:ighorn Lot 10.dat
o
\crsp\B
Analysis Point I
AnalysisPoint l: X= 380, Y: 8410
Spherical Rock: 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: 9l
s0%
| )"/o
90%
9s%
98%
32.83
42.43
51.07
56.25
62.07
59678
89881
1t7046
133355
151659
1.47
4.69
7.6
9.34
71.29
Note: velocity and kinetic energy are analyzed assuming a normal distribution.
Bounce height is analyzed, assuming a log distribution.
o
Input
0
40
ll0
230
360
.8
.8
.7
.5
.5
1.5
.E
.8
.8
.E
.J
.3
.3
I
2
t
4
5
6
7
8
9
l0 ll
t2
1.5
1.5
.5
.5
1.5
1.5
.7
.7
.8
.8
.7
CRSP File - D:\crsp\Boghorn Lot l0 dat
Inout File Specifi cations
Units ofMeasure: U.S.
Total Number of Cells: 12
Analysis Point X-Coordinate l: 395
Aaalysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
Cell No. Surface R. Tangent C. Normal C. Begin X Begin Y End X End Y
o
dam.
.5
.5
.3
.3
.3
.3
.3
,3
.3
.3
.3
.3
380
395
410
465
490
530
570
8640
8600
8550
84E0
8420
8410
8420
8410
8386
8382
8378
8376
40
ll0
230
360
380
395
410
465
490
530
570
580
8600
8560
8480
8420
8410
8420
8410
8386
8382
8378
8376
837s
'r-
J'o
Analysis Point Statistioal Analysis - D:
o
\crsp\Bo CRSP
Analysis Point 1
Analysis Point 1: X: 395, Y = 8420
Spherical Rock: 3-ft dia., 23331b
Total Rocks Passing Analysis Point: 11
ghom Lot l0 dam.dat
50%
7sYo
90%
95%
98%
13.5
17.38
20.87
22.96
25.32
14231
20946
26987
30613
34683
0.35
6.36
Lt.77
r 5.01
18.66
I.*Ute: Velocity and kinetic energy are analyzed assuming a normal distribution'
Bounce height is andped assuming a log distribution'
File - D:\crsp\Bighorn Lot
o
CRSP Input
.5
.5
1.5
1.5
1.5
1.5
1.5
.3
.2
.2
I
,,
J
4
5
6
7
8
9
10
o
12.dat
Input File SLecifi cations
Units ofMeasure: U.S.
Total Numbcr of Cells: 10
Analysis Point X-Coordinate l: 410
Analysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 86,40
Remarks:
Cell Data
Cell No. Surface R Tangent C. Normal C. Begin X Begin Y End X End Y
.5
.5
.3
.3
.3
.3
.3
.5
.5
.5
0
35
135
285
345
375
395
4t9
456
476
8640
8600
E520
8440
E420
8410
839E
8396
8392
8390
35
135
285
345
375
395
4t9
456
476
516
8600
8520
8,+40
8420
E4l0
839E
E396
8392
8390
8388
'=
,joo
CRSP Analysis Point Statistical Analysis - D:\crsp\Bighom Lot lz.dat
Analysis Point 1
AnalysisPoint 1: X= 410, Y= 8397
Spherical Rock: 3-ft dia., 2333-lb
Total Rocks Passing Analysis Point: 47
Cumulative Probability Velocity (.fl/sec) Energy (t-lb) Bouqce Height (ft)
50o/o 24.43 38322 0.84
75% 33.6'1 65449 3.4E
9ff/o 41.97 89848 5.85
95% 46.96 104497 7.28
98o/o 52.56 120937 8.87
Note: Velocity and kinaic energy are atrzlyzdassrming a normal distribution.
Bounce height is analyzed assuming a log distribution.
a
dalrt.
. ril
CRSP Input File - D:\crsp\Bighorn L.otl2
Input File Specifrcations
Units of Measure: U.S.
Total Number of Cells: 12
Analysis Point X-Coordinate l'. 422
fuialysis Point X-Coordinate 2:
Analysis Point X-Coordinate 3:
Initial Y-Top Starting Zone Coordinate: 8660
Initial Y-Base Starting Zone Coordinate: 8640
Remarks:
Cell Data
dat
I
2
J
4
5
6
7
35
135
285
.5
.5
.3
.8
.8
.7
0
35
135
285
345
375
395
410
422
434
456
476
8640
8600
8520
8,140
8420
8410
8398
8397
8405
8397
8392
8390
345
375
395
410
422
434
456
476
516
8600
8520
8440
8420
8410
8398
8397
8405
8397
8392
8390
8388
E
9
10
11
L2
CRSP Analysis Point Statistical Analysis - Dtcrqp\Bighorn Lot 12 dam.dat
Analysis Point I
AnalysisPoint 1:X= 422,Y= 8405
Spherical Rock: 3-ft dra., 2333-1b
Total Rocks Passing Analysis Point: g
cumulative Probability Velocity (ff/sec) Ener€y (.ftJb) Bounce Height (ft)
so% 7.32 5t0s o.o7 75% 10.67 nzg 7.28 90% 13.69 13888 13.77 95% 15.5 16385 17.66 98% 17.s3 19187 22.03
Note: Velocity and kinetic energy are analyzed assuming a normal distribution
Bounce height is analped aszuming a log distnibution.
o
TECH N ICAL APP ENDIX B. Avalanchedynamics anatysis
The following pages provide slope profiles and avalancfredynamics analysis
used in determining the loeding parameters and design specifications of the
recommended avalanche mitigation.
' lrr
;10
-r o Sheetl
Data in meters Segment Data
X-meters Y-meters L-meters Ang - Deg Sum L
44
65
27
13
5
I
15
0
44
109
137
149
155
164
179
Avg Angle
33.7
30.1
28.0
26.8
26.4
25.2
23.4
Avalanche Profile and /y coordinates
Bighorn Lot E
Bew Dat4ln fee!
X-feet Y-feet
0
120
310
395
435
45',!
481
531
6600 0
8520 37
8420 95
8390 120
8380 133
8376 138
8374 147 8370 162
2622
259E
2567
2558
2555
2554
2553
2552
33.7
27.8
19.4
14_0
14.0
3.E
4.6
Bighorn Lot 8 Avalanche Path
2640
2620
2 2600 c
E ,uro
a!i zsoo
IJJ
2540
2520
2500
40 60 80 100 120 140 150
Horizontal distance (m)
180
Page 1
220 particles start from] segment.SSe nafles deposited.' r{l
c: \pIk\bighorn 1ot 8.txt
Path drops: ?0 m
Friction mu = 0.35
1og M/D = 2.00
Random R - 0.200
Alpha = 25.3 degrees
a Front stopg at X = 146 n
.. Front speed (max - 11.7 m/s)
--------Uea.n speed (nax = 10.7 n/s)
neposltion (not to scale)
Exit and view distributions in your file c:\plk\results.txt
Jrj I
Please note: at1 v-variables
Please note: aIl t-variables
Please noter NP is nunber of
AVALANCHE ENTERIII6 SEGIIEI{T
flUNBER OF PARTICLES IIOVI IIG
I{UTIBER OF PARTICLES STOPPED
NETERS TRAVELLED FRON START
resul-ts
are in [eters/second.
aFe in seconds.psrticles in packet.
e
ea0
0
{rl
AVALAI{CHE ENTERIN6 SE6NE T
ilUNBER OF PARTICLES NOVI NG
NUNBER OF PARIICLES STOPPED
NETERS TRTVELLED FRON START
VHI6H
v L0ld
VRAN6E
VNEA
V S TDEV
THIGH
tL0td
TRANGE
tNEAil
ISTDEV
t. tq
:I , BIt
5. tq
h. q?
1. 61
6, ?3
U. 55
A. trA
5. b6
2. 0a
VHI6H ]q,le vLoU ]. ?6
vRAN6E lil, ]g
VNEAil IO. L5
VSTDEV I. I?
IHI6H 15. 3T tL0l', l.ql IRAN6E b. 16 tnEAN 12. 53
TSTDEV 1. 3A
vHr6H 1?. q?
vLott 0. q!
VRANGE lE. OO vnEAl{ ?. bt
vSTDEV A.5q
tHr6H 31. 3q tLold 11. 0h
tRAl'I6E EA, EA tnEAil th. LL tSTDEV 3. ll
tItIN
0.55
r. 3?
e. t6
3. 6a
q. Eq
5. qb
7-01
?. 9r
tnlil tnax 6,ql 1.10
l. 10 1. a0
9. e0 r0. 50
I0. 50 ll . e0 rt. e0 1] ' ar lt . 61 re. 5t
]2. 5q 13. at
13. at 13 . ll
13. il }rr . ba
rq . LA 15. 3A
tlt rlt lAx
la. ?h 13 . ba
1!. ba tq. {t
L{. 't6 !5. 3q
r5 . 3q lh. as
tL. a0 1?. 0L
tflax vnEAtl t.3? 3.00 ?.!a 3.00 3.00 3.31
!. 6? q. 35
q. brt 5. a5
9. rtb L.0?
L. ?? E. 6a
7. 01 ?. trl
?.rtl 6.0?
6.?3 A.l0
PACKET
q
5
h
A
9
t0
IP
h
5
l{
]6
tq
AE
30
l:l
3L
NP
q
10
ae
rtq
51 qt
3e
aq
lrt
atL
0 lt0
AVALANCHE ENTERIIG SE6N ENT
NUII EER OF PARTICLES T'IOVIN6
NU}IBER OF PARTICLES S TOPPED
NETERS TRAVELLED FRO}I START
PA CKE T
rl
b
7
I
I
PACI(ET tNI N I 11. 0b
? 13. Al 3 lL. 7?q ll. 5q 5 ae. r?L ?S. Z0
7 ea. 03 a :lo. lL I 33. b6 ]0 31. 5!
VNEA
I1. hh
6. te t. 30
10. r0
r0. !q
t 0.0t
11.0L l!.51
1r.14
11. lb
tnAX v llEAl{13.ll a.?5
th. ?e 6. 3a
Il.5'r ?'?L
ea. 37 l. 5l
E5. e0 1. ?0
ac.03 l.le
30.tL l.?1
33, Lt l. ll 35.5r l'5E 3t.3rt l. 60
vnEAil
L. 0r{
5,77
L. bb
5.63
L. 03
q
515
0
117
C
e5b
7l)
150
NP
rd6 5i
tl
b
5
l
^VALATICHE
ENTERING SEGNENT
ilUNBER OF PARTICLES IIOVI N6
I{UNBER OF PARTICLES STOPPED
NETERS TRAVELLED FROII SIART
VHI6H 1. ?3 PACKE T vLoU 0. Il I
VRANGE i. 5{ a
v ttEAN 8, 5:l 3
VSTDEV I. bh :
ltP
q
Page 1
I
L
7 t I
l0
resulte
r?.EL l?.te 5. ht r?..t? rl. ?l 5.58 It.?1 ll.lg {.ll It.bs 30.51 3.C5 e0.5I el.e? 1.0?
Irt
U{r6l{ ?1.77 tLoI r?. ?b tiA[6E l.ll tnEAI l?. {e tsttEY l.ll
,t{
{5 .3L lt
a
^V^LAXCHE
EX?EiITE IEEiETT
xuitEi 0l PAillclts llovtxS
xuitEi cl Plitlc|.Es srcPPEl
NEfEIS
'iAVEILED
FIOII STAIT
L
gE?
l!l
155
vHISll l.l?YLoI O. {0 viAl€E t. a?ullE^ll {. ea vstlEv l.le
' tr{I6H :4. {a il-or l!. gL
tRltcE A..la tEAt ll. al tsTtEY l.5l
PACTET IIIII r lt.5l a lq. rts
I l5.l{I ll. E3 E l?.13 L 11.0e ? rt.ll a l||. to i e0. Ll l0 al.st
tiax unEAl l{.q5 t. r0 lr.t{ t.5?tl.3l t.lt
l?. rl I' lt .de. r. tl It..ll r. Er llil! t. E?
!!.lt l.43.al.st e. ?l
ea. ta 1.10
XP I
3 li
t?li tl !t
e3 I
3
tuigEi 0F PAiU(LES ll0YIX6
,IUIIBEi O' PAiIICLES SIOPPED
TASTES? PAiTICLE SPEE' AI Tioil?
FASTEST PAi?ICLE SPEED (AXTIHERE)
ALPHA ?5. 3 tl.tt..t
ttAx-rEPcSIt lla r.t.rl llIlUEPoSIt l3? r.t.rt iAX6LDEPoSII eS r.t.l"ItEAllJEPosIt lse r.tri't
STDJEVJEPOSII L T.I.TI
Prckat ll.x(tt tlln(r, P.rtlcl.t I llto 13? 3l a lle ll0 I
3 ll5 lle I r lq? lq5 ll 5 150 l{? ll r lsa lto lb ? lss lse la r l5? lls rll I llo ll? s!r0 rL? llo I
0 3t!lE.0 ./t ll.l ./t
@e2
G,
Raw Data in feet
X-feet Y-feet
Sheetl
X-meters Y-meters L-meters Ang - Deg Sum L
0
70
190
320
360
380
425
450
490
530
Avalanche Profile and /y coordinates
Bighom Lot 10
Data in meters Segment Data
8600
8560
8480
8420
8400
83S4
8386
8382
8378
8376
0
21
58
98
110
116
130
't37
149
162
2622
2610
2585
2567
2581
2559
2557
2555
2554
2554
25
44
44
14
6
14 I
12
12
29.7
33.7
24.8
26.6
16.7
10.1
9.1
5.7
2.9
0
25
69
112
126
132
146
154
't66
17E
Avg Angle
29.7
32.3
29.4
29.1
2E.5
26.7
25.8
24.4
22.9
Bighom Lot 10 Avalanche Path
E
tr o
a!
.E
EI
2640
2620
2600
2580
2560
2540
2520
2500
60 80 100 120 140 160 180
Horizontal distance (m)
200
Page 1
3-20 particles start etotfn segment..ZeS e{cles deposited.t{l
:
c:\plk\bighorn lot 10.txt
Path droPE: 67 m
Friction mu = 0.35
1og M/D = 2.20
Random R = 0.200
Alpha : 24.0 degrees
a Front stoPs at X - 152 n
-_*-_-Front speed (max = 13-5 tnls)
-------.--Mean sPeed (nax = L2-9 m/s)
-Deposition.
(not to sca16)
Exit and view distributions
ln your fl1e c:\Plk\results-txt
et'o
PlEase note I sll v-varlables
Please note I rll t-varlabLes
Pleese note: t{P ls number of
AVALANCHE EI'ITERI t{G SE6NEilT
ilUN8ER OF PARTICLES NOVI N6
NUNBER OF PARTTCLES S TOPPED
IIETERS TRAVELLED FRON START
resu.Lts
are in neters/second.
are in seconds.
Particles in plcket.
VHIGH
vLotd
vRA 6E
VIIEAN
VSTDEV
tHI6H
tL0ul
tRAtIGE
tltEAtl
tS T DEV
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rt.l0
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6
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iIUN BER OF PARTlCLES iOVTN6
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Il ETERS TRAVELLED FRON START
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VHI6H }L. 5?vlold 1. 13
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NETERS TRAVELLED FROII START IEL
q
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Page 1-
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VRANGE 11. 1l vnEAN ?. 13
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results
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vHI6H 11. 15
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AVALAI{CHE ENTERI I{G SEGNEilT
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NETERS TRAVELLED FRON START
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iAX-DEPOSIT lbo neters nIil_DEPOStT leh net.rs RAI{GE_'EP0SIT qe..ot.rs
nEA _DEPoSIT l5l nst.rs
STD_DEV_DEP0SIT I ne!.r3
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Page 3
r.t
Sheetl
Raw Data in feet X-feet Y-feet
0
100
250
3't0
340
360
3E4
421
441
481
0
30
76
95
104
110
117
128
134
't47
2622
2598
2573
2567
2564
2560
2560
2559
2558
2557
39
52
19
10
7
7
't1
6
12
38.7
28.1
18.4
18.4
31.0
4.8
6.2
5.7
2.9
Avg Angle
0
39 38.7
91 32.6
1 10 30.1
120 29.2 't27 29.3
134 2E.0
146 26.3
152 25.s
164 23.8
Avalanche Profile and /y coordinates
Bighom Lot 12
Data in meters Segment Data
X-meters Y-meters L-meters Ang - Deg Sum L
8600
8520
8440
8420
6410
8398
E396
6392
E390
8388
Bighom Lot l2Avalanche Path
2e40
m20
; 2600
E
! ,uro
|!i zsoo
tr
2540
2520
2500
0 20 40 60 80 100 120 140 160 180 200
Horizontal distance (m)
1\.t
Page 1
tgz particles
*"r Y staurom top segment./[ particles dePosited.
-
c:\plk\biqhorn 1ot tr2.txt
Path drops: 54 rn
Friction mu = 0.35
J-og M/D = 2.30
Random R = 0.200
Alpha = 26.2 degrees
O Front stoPs at X = 126 m
--_..--Front speed (nax : 10.7 n/s)
--------j1ean speed (max : 11.7 n/s)
-Deposition
(not to ssale)
Exit and view distributions in your file c:\P1k\results-txt
results
Please noter !ll v-variables ane ln Detens/second.Plelse notc: !11 t-varlabl€s are ln seconds,Plalse note! NP ls nunber ot partl.cles ln pack.t.
AVALAI.ICHE EiITERI I{G SE6NE T
UNBER OF PARTICLES ITOVI N6
UNBEF OF PARTICLES STOPPED
NETERS TRAVELLED FRON SlART
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e
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vHI6H 15. 5e vlot ]. t?
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NETERS TRAVELLED FRON STARI
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FASTEST PARTICLE SPEED AI FROiIT 1].I N/S
FAS1EST PARTTCLE SPEED (AI{YIIHERE) 15'? N/S
ALPHA aL. a degrrrs
N AX-DEPOSI T
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Page 2
a I
July 21,2004
Design Review Board Meeting
DRB04-0203, The Gaylis Residence, New single-family residence
Suggested Condition of Approval:
That the applicant submits an erosion and hazard mitigation plan to the Town of Vail
prior to the commencement of any construction work in accordance with Vail Town
Code and the.Rocffill and Avalonche Hazard Anolysis and Mitigation Corcepts preparcd
by Arthur I. Mears, P.E., dated May 2001.
FIII COPY
TO:
FROM:
DATE:
SUBJECT:
MEIIORANDUM
Legal Files for Lots 8, 10, & 11, Bighorn SuMivision, Second Addition
Community Dwelopment Department
July 20, 2001
Results ol Town Council Executive Session regarding the determination ot
interest in purchasing or acquidng conseryation easements on Lots 8, 10, & 11,
Bighorn Subdivision, Second Addition
Sumulnvor REsuLTs
Community Der/elopment Department stalf met with members ol the Town Council on July 17, 2001 , to
determine the lwel of interest in purchasing or acquidng conseruation easaments on Parcel 40, noted in
the Comprehensive Open Lands Plan as being a high priority for acquisition. The Gouncil had three
oplions:
Oprpr A - PuRsuE A puRcHAse or Lors 8, 10 & 11
Parcel 40 is approximately 3.4 acres in size. The option to purchase the lots within Parcel 40 has
nol been discussed with the presenl owners. The benelit to the Tom in purchasing the lots is
that the Town would acquire all ol the dwelopment dghts. Hence, lhe Town would be able to
ensure lhat the lots would remain as open space in perpetuity. Though there may be limitations
due to geologic hazards, all of the lots may be dweloped at present.
Omoil B - PuRsuE coNsERvATtoN EAsErrErrs upoN Lors 8, 10 & 11
The applicants' representative has informed statf that lhe owners of Lots 8, 10, & 1 1 may be
amenable to the Town ot Vail acquiring a conseruation or erwironmental easement across the red
hazard avalanche areas on these lots. This would nol preclude derrelopment on the lots
altogether. Horvever, it could ensure that the geologically sensitive areas and steep lots would
. not be developed in the future. Also, the ds/elopment rights for the easement areas could be
lransferred to the Town of Vail and/or to the Eagle Valley Land Trust. This would significantly
reduce the derrelopInent potential of Lots 8, 10 & 11.
Omor C -TxE No Aclox
The red hazard avalanche designation exists on a large porlion ol Parcel 40 (Lots 8, 10, & 11).
The Torvn ol Vail hazard regulations prohibit dwelopment in the red hazard avalanche area.
Hence, Council may decide not to take action on the subject lots. The downside to this is that
although the red hazard area can not be built upon, the area is still included in calculating
dwelopment potential. Hence, the ou,ners of Lots 8, 10 & 11 would retain all their existing
dwelopment dghts.
Tourn Gouncil opted for Option C, to take no action on Parcel 40. The decision was ralionalized by the
facl that the Torvn's existing hazard regulations and development standards will strictly regulate any
future developrnent on this site. The Gourrcil noted that the o^rners should be encouraged to create
conservalion easements on their lots to ensure the preservation of open space while realizing a property
lax savings.
o
MEMORANDUM FILT
Vail Town Council
Community Ds/elopment Department
July 17, 2001
Town Council Worksession, Executive Session
Determination of Town Council inlerest in purchasing or acquiring conseNalion
easements on Lols 8, 10, & 1 1 , Bighom Subdivision, Second Addition
COPT
FROM:
DATE:
FORUM:
SUBJECT:
Summanv
Lots 8, 10, & 1 1 , Bighorn Subdivision, Second Addition are relerred lo as Parcel 40 in the Gomprehensive
Open Lands Plan. Parcel 40 is identilied as a high priority lor acquisition because it could prwide access
to a potential South Trail and is located in a geologically sensitive area.
The Community Derrelopment Department has received a proposal to consolidale Lots 11 & 12. Another
proposal has been received to resubdivide Lots 8, 9, & '10. Both of these proposals were reviewed by the
Pfanning and Environmental Commission on June 25,2001. Since that time, it has been determined that
the minor subdivisions can not occur wilhout variances due to the lack of buildable area on Lots 9, 10, 1 1 ,
& 12. Hence, a final rsriew of both minor subdivisions and associated variance requests is scheduled lor
August 13, 2001. Prior to a linal decision by the PEC, stall would like to determine whelher or not the
Town Council has an inleresl in purchasing or acquiring conservation easements upon any of the subject
properties. There are three options:
Ornor A - PuFsuE A puFcHAsE oF Lors 8, 10 & 1 1
Parcel 40 is approximately 3.4 acres in size. The option to purchase the lots within Parcel 40 has
not been discussed with the present owners. The benefit to the Town in purchasing the lots is
lhal the Town would acquire all of the ds/elopment rights. Hence, lhe Town would be able to
ensure lhat the lots would remain as open space in perpetuity. Though lhere may be limitations
due to geologic hazards, all of the lots may be dweloped at present.
Orrpn B - PuRsuE coNsERvATroN EAsEItENTs ueor Lots 8, 10 & 11
The applicants' representatlve has informed statl that the owners of Lots 8, 10, & 11 may be
amenable to lhe Town of Vail acquiring a conservation or erwironmenlal easement across the red
hazard avalanche areas on lhese lots. This would not preclude derirelopment on the lots
altogelher. However, it could ensure that the geologically sensitive areas and steep lots would
not be dweloped in the luture. Also, the development rights for the easement areas could be
transfened to the Town of Vail and/or to the Eagle Valley Land Trust. This would significantly
reduce the dwelopment potential ol Lots 8, '10 & 1 1 .
Ornor C-Taxe NoAcToN
The red hazard avalanche designation exists on a large porlion ol Parcel 40 (Lots 8, 1 0, & 1 1 ).
The Town of Vail hazard regulations prohibit dwelopment in the red hazard avalanche area.
Hence, Council may decide not to take action on the subject lots. The downside to this is that
although the red hazard area can not be built upon, the area is still included in calculating
dwelopment potential. Hence, lhe owners ol Lots 8, 10 & 1 1 would retain all their exisling
dwelopment rights.
Bighom Subdivision, Second Addition. The request is for the reconfiguration of the property lines shared
by these three lots. Currently, Lot 8 is 0.87 Acres in size, Lot 9 is 0.34 Acres in size, and Lot 10 is 0.30
Acres in size. With a resubdivision ol these lots, Lot 8 would be 0.825 Acres in size, Lot 9 would be 0.372
Acres in size, and Lot 10 would be 0.367 Acres in size. The total area under consideration is 1.56 Acres.
There are currently no dwelopment proposals for any d the lots. Howsrer, statf anticipates that these
would be forthcoming if the minor subdivision is apprwed.
The applicant, Gary Weiss, represented by Stwe Riden, has submitted an application to the Town ol Vail
Community Dwelopment Department lor a minor subdivision ol Lots 1'l and 12, Bighom Subdivision,
Second Addition. The requesl is for these two lots to be consolidated. Currently, Lot 11 is 2.23 Acres in
size and Lot 12 is 0.71 Acres in size. The total area under consideration is 2.94 Acres. The creation of a
single lot would be accomplished by vacating the existing property line between Lots 11 and 12. In
conjunclion with the minor subdivision requesl, the applicant is proposing lo construct an addition to the
existing single tamily residence located on Lot 12.
BAcKGRoUND
The Bighom Subdivision, Second Addition was platted on July 22, 1963. The Board ol County
Commissioners of Eagle County approred the platting as the property was then under Eagle County
jurisdiction. Lots 8-12 have remained in the cunenl configuration since being platted.
The Bighorn Subdivision, Second Addition was annexed into the Town ol Vail pursuant lo Ordinances 13
& 20, Series ol '1974. The annexation became etlective on Nwember 5,1974. Upon annexation into the
Town of Vail, Lots 8-'12 were zoned Two Family Primary/Secondary Residential. At the time of
annexalion, residential structures existed on Lols 9 & 12, and Lots 8, 10, & 1 'l were vacant.
In 1976, the Town of Vail conlracted with Arthur l. Mears to complete a Geologically Sensitive Areas
Study. For purposes of the study, geologically sensitive areas were delined as snow avalanche, rock fall
and debris flow. In response to the findings of Mr. Mears' study, the Town of Vail adopted Geologic
Hazard Maps for snour avalanche, rock fall and debris flow as componenls ol the Town of Vail
Comprehensive Plan. The maps were adopted by the Town in 1977.
In 1978, the Town ol Vail adopted Hazard Regulations. The purpose of the regulations is to help protect
the inhabilants of the Town from dangers relating to developmenl ol flood plains, avalanche paths, steep
slopes, and geologically sensitive areas; to regulale the use of land areas which may be geologically
sensitive; and further to regulate dwelopment on steep slopes; to protect the economic and property
values of the Town, to prolect the aesthelic and recrealional values and natural resources of the Town,
which are sometimes associated with llood plains, avalanche areas and areas ol geologic sensitivity and
slopes; to minimize damage to public facilities and utilities and minimize the need for reliel in cleanup
operations; to give notice to the public of certain areas wilhin the Town wfiere flood plains, avalanche
paths and areas ol geologic sensitivity exist; and to promote the general public health, safety and wellare.
In 1986, the Vail Town Council adopted the Town ol Vail Land Use Plan. Like the Geologic Hazard
Maps, the Land Use Plan is a component ol the Town of Vail Comprehensive Plan. According to the
Land Use Plan, Lots 8-12 are designated 1ow density residential". The purpose of the low-density
residenlial designation is to prwide sites for single-lamily detached homes and two-tamily dwelling units.
Density of dwelopment with in this category would typically not exceed 3 structures per buildable acre.
Also within this area would be private recreation lacilities such as tennis courts, swimming pools, and club
houses lor the use of residents of the area. Institutional/public uses permitted would include churches,
fire stalions, and parks and open space related facilities.
In 1994, the Vail Town Council adopted the Comprehensive Open Lands Plan. The obrjectives of the plan
are:
. To identify citizen and visilor needs and preferences for a comprehensive sygem of open space uses
such as parks, recreation, protection of environmenlal resources, trails, and to resbrve lands for
public use;. To prioritize available open lands for acquisition or protection;. To identify creative strategies to implement the acquisition and protection program;. To deline a management system to appropriately manage Town-ovwred open space lands, and;. To bulfer neighborhoods with open space.
The Comprehensive Open Lands Plan is an action-oriented plan that identilies specilic parcels of land
that require some kind ol action either for protection of sensitive lands, for trail easements, or for public
use. In dweloping the plan, over 350 parcels were evaluated with 51 parcels on which actions were
recommended. The recommendalions were developed utilizing specitic criteria to e'raluate the areas ot
highest priority. Generally, areas received the highest priority il they met the stated objectives of the
Town and its citizens and were an integral part of the open lands system. Within the 51 parcels, lhere are
live priority areas made up of a number ol recommended actions. These priorities are:
. Prolrt sensilive natural habitat areas, riparian areas, and hazard areas;. Extend the Vail Trail to East Vail and add several lrailheads to access the trail:. Add a new trail on the north side and western half ol Town to connect existing trailheads and
neighborhoods;. Add three "trailheads" in the core areas lo access Vail Mountain trails and inform visitors ol trail
opportunities and prwide betler access lo Gore Creek;. Add bike lanes to the north and south frontage roads and add paved shoulders to Vail Valley Drive.
To date, the Town of Vail has taken action on at least 41 of the 51 parcels identilied lor action in the Plan.
This most recently includes Lot 16 of Bighorn Subdivision, zno Addition.
The Action Plan and Priority Plan of ,the Comprehensive Open Lands Plan identilies Lots 8, 10, and 1 1 ,
Bighorn SuMivision, Second Addition as "Parcel 40" for implementation purposes. Parcel 40 is classified
as a "High Priority". The high priority classificalion is based upon the Town's desire to acquire both the
dwelopment rights and trail easements lor the proposed South Trail extension. However, in Seplember
of 1999, Town staff worked with a former U.S. Forest Service trail construction supervisor to determine
the leasibility of constructing the South Trail from the East Vail water tank to Mill Greek and the Vail ski
area. As a result of this study, the following problematic issues were determined:
. Cliflbands and steep grades along the proposed route make access to the trail from most East Vail
neighborhoods difficult and/or dangerous. Access poinls along the trail would be limited to the Easl
Vail water tank and portions ol the Vail Trail adjacent to Golden Peak.. The pending White River National Forest Management Plan re/isions change management direction
in the area lrom "Backcountry Recrealion, Non-Molorized" to "Forest Carnivore." Therefore, the U.S.
Forest Service may not permit the construclion ol a new recreation trail under this designation.
The plan also notes that Parcel 40 is located in a geologically sensitive area. Strategies for prolecting
Parcel 40 include purchasing the development rights, and/or acquiring an access easemenl through the
parcel.
As a high priority classification, Parcel 40 meets both Lwel One and Level Two Evaluation crileria. Lwel
One Evaluation focuses on meeting community needs relating to the natural resource system, the
recrealion syslem, trails system, and reserving lands tor tuture civic/public uses. Ls/el Two Evaluation
focuses on the availability of the parcel utilizing criteria such as the lhreat of dwelopment or insversible
damage, opportunities to lwerage other funds, cost, unusual opportunity with a molivated seller,
J
o
opportunity for trade with the USFS, low managemenl requirements on lhe Town ol Vail and low liability
to the Town.
The Town ol Vail Zoning Code prescribes the land development regulalions for development within the
Town. The following code sections are particularly relevant to the eyaluation of the applicants'proposals:
. Chapter 6 - Two-Family Primary/Secondary Residential . Chapter 21 -Hazard Regulations
The purpose statement of Chapter 6 (Article D. Two-Family Primary/Secondary Residential (PS) District)
states:
"The Two-Family Primary/Swndary Residential District is intendd to provide sites for
singl+family residential uses or No-family residential uses in which one unit is a larger
primary residence and the seand unit is a smaller caretaker apaftment, tqether with
such publb facilities as may Wroperiately be located in the same district. The Two-
Family Primary/Swndary Residential DistricI is intended to ensure adequate light, ah,
privacy and open space tor eadr &velling, @mmensurate with single-family and two-
family wupancy, and to maintain the desiable residential qualities of such sites by
establishing appropriate site development standards."
To date, there are no structures on Lols 8, 10, or 11. This is due lo the prevalence ol geologic hazards
on these lots including avalanche and rocklall (see Figures 6 & 7 attached). Dwelopment has been
proposed on Lot 11 in the past. However, due to lhe difficulties presented by geological hazards and
steep slopes, dwelopmenl has nwer occuned on the site. There are three geologic hazard analysis
reports in lhe legal file for Lol 11. Each report identilies geologic hazards on the site including high
severity rock lall, debris flow, and snow avalanche. There are varying opinions as to whether Lot 11 is
located in a moderale or high hazard avalanche area. Howeyer, in a recenl study ol Lots 8, 10, & 12,
Arthur Mears identifies an area of Red Hazard avalanche that clearly impacts Lol 11. Figures 6 & 7 have
been attached lor reference. All three of the reports suggesl possible and potential hazard mitigation
measures; earth-built structures, locational siting of the slructure, boulder barriers, a rear concrete
foundation wall protruding at least six feet abo/e finished grade and "splitting wedges". However, no
construction is permitted in a Red Hazard Avalanche area so these building techniques would not be
applicable.
According to the Hazard Regulations (Section 12-21-'l0l:
No struclure shall be built in any fld hazard zone or red avalanche hazard areas. No
structure shall be built on a slope ol lorty percent or greater except in Single-Family
Hesidential, Two-Family Residential, orTwo-Family Primary/Secondary Residential Zone
Districf;s. The term "structure" as used in this Secilon does not include recreational structures
that are intended for seasonal use, not including residential use.
Structures may be built in blue avalanche hazard areas providd that proper mitigating
measures have been taken.
The Administrator may require any applicant or person desiring to build in an avalanche
hazard zone ol influence to submit a definitive study of the hazard area in which the applicant
prorroses to build if the Town's master hazard ptan does not @ntain sufficient information to
determine if the proposed location is in a red hazard or blue hazard area. The requirement for
additional information and study shall be done in awrdance with Chapter 12 of this Title.
The Administrator may require any applicant or person desiring to build in an identified blue
avalanche hazard zone to submit additional information ot rcprts as towhether or not improvements
are requird to mitigate against the possible hazard. lf mitigation is required, said information and
reprt should sp*ify the improvements proqsed therefore. The required information and reprts
shall be done in amrdance with Chapter 12 of this Title.
4
A.
B.
C.
D.
ilt.ZONING ANALYSIS
Zoning
Existing Lot Size
Density: 2DUs+1EHU 0
GRFA:6.889 sf
LOT 8, BIGHORN SUBDIVISION, SECOND ADDITION
Two-family Primary/Secondary Residential (PS)
0.87 Acres (37,888 s0
Proposed Lot Size 0.825 Acres (35,937 sQ
Stiandaid Allowed Existino Proposed
Front -20 ft. nla
Sides-15 ft. nla
Rear- 15ft. nla
2DUs+IEHU
6,694 sf
7,187 sf
20 tt.
15 ft.
1sft.
0sf
0sf Site Coverage: 7,578 sf
Setbacks: .
Landscaping: 22,733 st '
Building Height 33'max
undeveloped 21,562
undeveloped 33'max
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LOT 9, BIGHORN SUBDIVISION, SECOND ADDITION
Zoning Two-Family Primary/Secondary Residential (PS)
Existing Lot Size 0.34 Acres (14,941 s0
Proposed Lot Size 0.372 Acres (16,204 sf)
Currently Proposed Standard Allowed Existino Allowed
Density: 1DU+1EHU 1DU
GRFA:4,160 sf(+250) '
Site Coverage: 2,988 sf t
Setbacks:Front -20 ft.
Sides-15 ft.
Rear- 15ft.
Landscaping: 8,956 sf
Building Height 33'max t
*The existing development statistics for Lot 9 are not known.
2DUs+IEHU
4,720 et l+2501
3,241 ai
20ft
15ft
15ft
9,722 sl
33'max
LOT 10, B|GHORN SUBD|VIS|ON, SECOND ADD|T|ON
Zoning Two-Family Primary/Secondary Residential (PS)
Existing Lot Size 0.30 Acres (12,898 s0
Proposed Lot Size 0.367 Acres (15,986 sfl
Cunently Proposed Standard Allowed Existinq Allowed
Density: 1DU+1EHU t
GRFA:3,650 sf
Site Coverage: 2,580 sf
Setbacks:
2DUs+IEHU
4,697 sf
3,197 sf
20ft
15ft
Front-20 ft. '
Sides-15 ft.
Rear- 15ft. *
7,739 sf Landscaping:
15ft
9i592 sf
33'max Building Height 33'max t
*Lot 10 is an undeveloped lot.
LOT 1I, BIGHORN SUBDIVISION, SECOND ADDITION
Zoning Two-family Primary/Secondary Residential (PS)
Existing Lot Size 2.23 Acres (97,139 s0
Proposed Lot Size to be eliminated
Standard Allowed Existino Prooosed
Density:
GRFA:
2DUs+1EHU t
9,457 sf
nla
nla
nla Site Coverage: 19,428 sf
Setbacks: Front -20 ft. nla
Sides-15 ft. ' nla
Rear- 15ft. .' nla
Landscaping: 58,283 sf ' nla
Building Height 33'max nla
'Lot 11 is an undeveloped lot.
o
Proposed Standard Allowed Existinq Allowed construction
Density: 2DUs+1EHU 1DU 2DUs+IEHU 1DU
GRFA:6,146 sf (+250) 3,350 sf
Front -20 ft.
Sides-15 ft.
Rear- 15ft.
"The roof of the existing structure encroaches '1.5 ft more than is acceptable into a required
setback. This is a legally non-conforming situation.**lncludes natural areas not to be disturbed bv construction.
Zoning
Existing Lot Size
Proposed Lot Size
Site Coverage: 6,185 sf
Setbacks:
LOT 12, BTGHORN SUBDtVtStON, SECOND ADD|T|ON
Two-Family Primary/Secondary Residential (PS)
0.7'l Acres (30,928 s0
2.94 Acres (128,066 sf)
Currently
1,378 sf
22.5ft
63 fU17.5 ft
16 ft"
2E,769 sf
31'
1l,003 sf
25,613 sf
20ft
15ft
15ft
76,840 sf
33'max
Proposed.
6,421 sf
2,935 sf
22.5ft
17.5 ttJ17.5 ft
16 ft-
124,385 sf'-
31'
Landscaping: 18,557 sf
Building Height 33'max
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SCALE: 1'= 100'