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75 soulh frontage road
Yail. colorado 816!i7
(303) 47$,2138
(3(B) 47S,2139
Iqay 2, L99O
Lindsay-Nilsson Duplex
4278 Nugget lane Contractor: Wolf-Lyon Architractors
Permit # 4354
office of communlty devdopmenl
Plan review based on L985 edition of U.B.C., U.P.C., U.M.C. and
1987 edition of N.E.C..
The foll-owing list of items are deficient in meeting the minimuur
code reguirements adopted by the Town of Vail. Submitted plans are
amended as foll-ows to meet code requirements.
1.) Provide st,ructural engineers P.E. stamp on all design involving avalanche nitigation.
2.) Provide design inforrnation on roof snow loads, soil bearing pressure etc...
3. ) Boiler gas vent through crawl space is required to be tlpe ttgn .vent. Maintain clearances as required.
4.) Boil-er gas ventrs horizontal-vertical ratio is not to code, see U.M.C. sec. 905. Subnit revisions on this
issue for approval before installation.
5.) All crawl spaces to have head height of not nore than five feet frorn grade to bottom of structural element.
6. ) Wood chases for wood burning fireplaces are required to have L-hr fire rating inside chase.
ff there are any guestions concerning these issues or other itens please feel free to ca1L.
Joe Norris
Plans Examiner
Town of VaiI
o
"3?,?'":i:*ig" li:g, o
(303) 476-'tOOO
Plan analysis based on
the 1988 Unifonu Building Code
Project Number: 4354 Name: LINDSAY-NILSSON DUPLEX
Address. 4278 NUGGET LANE Date: l(ay 2, 1990
contractor: WOLF-LYON ARCH.
Occupancy: R3,M1-iR3,M1- Designer: ARCHITR,ilCTORS
Type of Const: V-N,V-N Engineer: NONE
Plans Examiner: NORRIS
NoTE:The code items listed in this report are not intended to be a cornplete
listing of all possible code requirements in the 1988 UBc. It is a guide to
selected sections of the code.
SECTION # 1
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTESTION
NoRTH Public way 60.0 Feet EAST Property line L5.0 Feet
SOUTH Property line L00.0 Feet
WEST Building 0.0 Feet
Area increased 5O.OOB for open area on 2 sides.
NAME OCC MAX FLR AREA ALI,OWED RATIO STATUS
40.0 Feet
L5.0 Feet
100.0 Feet
0.0 Feet
FL
2 Dwelling
TOTAL FOR FI,OOR 1- DwelIing
TOTAL FOR FLOOR
TOTAL FOR FLOOR
BUILDING TOTAL
B Parking carage Ml ok 845 Unlimited ok
R3 ok 1"o45 Unlimited ok
L045 Unlinited ok
R3 ok L335 Unlinited ok
L335 Unllnited ok
845 Unlimited ok
2380 Unlinited ok
O,nde review for:
r"f+ z
Project rd. : LINDSAY-NILSSON DUPLEX
Address: 4278 NUGGET I,ANE
The actual height of this building is 33.0 feet.
The maximurn height of the building is 40.0 feet. -- Table 5-D
FOR SECTION # 1.
EXTERIOR WALL FIRE RATTNGS AND OPENING PROTECTION
Table L7-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT WALL IfALL PROT WALL WALL PROT
R3 ohr ohr None ohr ohr None ohr ohr None Lhr* l-hr* NoP
Ml ohr ohr None ohr ohr None Ohr ohr None thr* thr* NoP
The exterior walls rnay be of COMBUSTIBLE material . Sec.z2OL.
None -- No fire protection requirements for openings.
Prot -- openings are to be protected with 3/4 hr fire assenblies.
50? of the area of the wall maximum. Sec.2203.(b) & Table 5-A
Maximum single vrindow size is 84 sq.ft with no dimension greater than L2 feet. -- Sec. 4306. (h)
NoP -- openings are not permitted in this wall.* -- These walls nay be required to have a ParaPet wall 30 inches
above the roofing. The parapet walt is reguired to have the same
fire rating as the wall. See section l-709. for detail-s and exceptions.
OTHER BUILDING ELEMENTS TAbIE ].7-A ELEMENT MATERIAL RATING NOTES
Interior Bearing wall Any 0 hr
Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr
Exterior Struct Frame Any 0 hr See footnote #1
Shaft Enclosure Any l- hr
Floor/Ceiling Assembly Any o hr See Footnote #9
Roof/Ceiling Assembly Any 0 hr
Stairs Any None
NOTE: See Sec. 1706. (a) for Shaft Enclosure exceptions.
FOOTNOTES:L) Minirnun on exterior side also based on exterior brg. wall requirements.
9) rn areas with vehicles or airplanes, the floor surface shall be of
noncombustible, nonabsorbent naterials. -- Sec. 7O2.(b, & 902.(b)
OCCUPANCY SEPARATTONS R3-M1 thr Materials approved for Lhr construction are reguired on the
garage side only and 1 3rz8 inch solid core' self-closi.ng door. -- sec.
5o3. (d) ex #3
ADDTTIONAL SEPAR;ATIONS
FOR R3 OCCUPANCY:
FOR M]- OCCUPANCY:
Pao# 3
C.ode review for:Project Id. : LINDSAY-NILSSON DUPLEX
Address: 4278 NUGGET LANE
SECTION # 2
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NoRTH Public way 85.0 Feet
EAST Building 0.0 Feet
SoUTH Property line L00.0 Feet 1-00.0 Feet
WEST Property line 18.0 Feet 18.o Feet
Area increased 50.008 for open area on 2 sides.
OCC I{AX TLR AREA AI.,LOWED RATIO STATUS
65.0 feet
0.0 Feet
FI,NAI'IE
2 Dwelling
TOTAL FOR FIOOR L DweIling
TOTAL FOR FLOOR
TOTAL FOR FLOOR
BUILDING TOTAL
B Parking carage Ml- ok 670 UnLirnited ok
R3 0k 1045 Unlirnited ok
L045 Unlinited ok
R3 ok 13L5 Unlirnited ok
L315 Unlirnited ok
570 Unlirnited ok
2360 Unlirnited ok
The actual height of this building is 33.o feet.
The maximuur height of the building is 40.0 feet. -- Table 5-D
FOR SECTION # 2
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 17-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT
R3 ohr Ohr None Lhr* Lhr* NOP ohr ohr None Ohr Ohr None
MI ohr ohr None ltrr* thr* NoP ohr ohr None ohr ohr None
The exterior walls may be of COMBUSTIBLE material . Sec.22OL.
None -- No fire protection reguirenents for openings.
Prot -- openings are to be protected with 3/4 hr fire assenblies.
508 of the area of the wall maximum. Sec.2203. (b) & Table 5-A
Maximurn single window size is 84 sq. ft with no dimension greater than l-2 feet. -- Sec. 4306. (h)
NoP -- openings are not permitted in this wall.* -- These walls may be required to have a parapet wall 3o inches
above the roofing. The parapet wall is required to have the same
fire rating as the wall. See section L709. for details and exceptions.
Qode review for:o raf* a
Project Id. : L,INDSAY-NILSSON DUPLEX
Addressz 4278 NUGGET LANE
ELEMENT
OTHER BUILDING ELEMENTS TAbIE ].7.A MATERIAL RATING NOTES
fnterior Bearing wal1 Any 0 hr
fnterior nonbrg wa11 Any 0 hr
structural Frame Any 0 hr
Exterior Struct Frame Any 0 trr See footnote #1 Shaft Enclosure Any L hr
Floor/Ceiling Asseurbly Any 0 hr See Footnote #9
Roofr/ceiling Assembly Any 0 hr
Stairs Any None
NoTE: See Sec. L7O5. (a) for Shaft Enclosure exceptions.
FOOTNOTES:
1-) Minirnurn on exterior side also based on exterior brg. wall reguirernents.
9) fn areas with vehicles or airplanes, the floor surface shall be of
noncombustible, nonabsorbent rnaterials. -- sec. 7O2.(b) & 902.(b)
OCCUPANCY SEPARATIONS
R3-M1- l-hr Materials approved for Lhr construction are required on the
garage side only and 1 3rz8 inch solid core' self-closing door. -- Sec.
503. (d) ex #3
ADDITIONAL SEPARATIONS
FOR R3 OCCUPANCY:
FOR M]. OCCUPANCY:
For Section # 1
EXIT REQUIREMENTS:FL NAME OCCUPANT NWBER EXIT PANIC RATED DOOR NOTES
IOAD REQUTRED WIDTH [ft. ] HDWR CORRIDOR SWING
2 Dwelling 3 1 0.l- No No N,/R
TOTAL 3 l. ( L) o. 1( 0. 1) No No N./R
L Dwe11ing 4 L 0.1- No No N/R
TorAL 4 L ( L) o. 1( 0. l-) No No N/R
B Parking Garage 4 I 0. L No No N/R
TOTAL 4 1( L) 0.L( 0.1) No No N/R
Door swing is based on Sec. 3304. (b) except as noted.
occupant load is based on Table 33-A.
Number of exits is based on Table 33-A except as noted.
Exit width is based on Sec. 3303.(b).
The numbers in ( ) include occupant loading from floors above this floor.
-- Sec. 3303. (b)
FOOTNOTES:
Code review for:
eaf# s
Project Id. : LINDSAY-NILSSON DUPLEX
Addressl 4278 NUGGET LANE
STAIR NOTES:
A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3306.(c) exc.#1
Provide a handrail on one side a stairway 34 to 38 inches above the nosing if
there is more than 4 risers. -- Sec. 3306.(j)
Provide a guard rail where drop off is greater than 30 inches. Minimun height
= 36 inches, maximun opening size = 6 inches. -- sec. 1711. exc 2
The minirnum headroom is 6 ft.- 8 inches. -- Sec. 3306. (p)
Enclosed usable space under the stairs is required to be protected as required
for l-hr fire-resistive construction. -- Sec. 3306. (n)
ROOFING REQUTREMENTS:L) The roofing on this building is not required to be fire retardant.
-- Table 32-A
AREA SEPARATION WALL REQUIREMENTS:
1) The area separation walt is required to be a 2 hr fire assenbly.
-- sec. 5o5.(e)1.2) If the building has a projection with concealed space at the area
separation wall, thr protection is required on the projection and
the exterior wall eactr side of the area separation wall equal to
the depth of the projection.-- Sec. 505(e)2.
3) If the area separation wall terminates at an inside corner, see IcBo
article in 'Building Standardsr Sep/oct 1982 for requirenents.
4) A 30 inch high parapet wall is required above the roofing. -- Sec.505.(e)3.
see exceptions for alternate protection at roof.
AUTOMATIC SPRINKLER SYSTEMS:
STANDPIPE REQUTREMENTS :
There is no requirement for a standpipe. -- Table 38-A
A hose is not reguired. -- Table 38-A
FOOTNOTES:
1-) The location is to be per Sec. 3805. (c), (d),and/or(e)
WALL AND CEILING FINISH:
L) wa11 and ceiling finistr materials are required to cornply with
Sec. 42O4. (a) and Tab1e 42'8.
2l Carpeting on walls and ceiling are reguired to have a class I
flame spread rating. -- Sec. 4204. (b)
INSULATION NOTES:L) A11 insulation material including facings are required to have a flame-
spread rating of 25 or less and a maxirnum smoke density of 450 unless
it is in a concealed space and the facing is in contact with a wal-l or
ceiling. -- sec. L71"3. (c) exc. #2 2, Foarn plastic insulations are reguired to be protected. -- Sec. L7L2.
GI.,AZING REQUIREMENTS :
L) All glazing in hazardous locations is required to be of safety
g)-azing material. -- Sec. 5406. (d)
Code review for:
naf* e
Project Id. : LINDSAY-NILSSON DUPLEX
Address: 4278 NUGGET LANE
ADDITIONAL REQUIREI,IENTS :
For R3 occupancy
Provide a window or door to the exterior from every room used for
sleeping. -- Sec. L2O4.
A window must provide a clear open area of 5.7 sq.ft., a clear height
of 24 inches, and a clear width of 20 inches(uriniurun). -- sec. L2o4.
A1I habitable rooms reguire exterior glazed openings equal to 1o* or
more of the floor area. (nin 10 sq.ft.) -- Sec. l'205.(a)
All habitable rooms reguire an operable exterior openings equal to 5t
or more of the floor area. (min 5 sq.ft.) -- Sec. L205.(a)
The minimum ceiling in a habitable space is 7 feet 6 inches except
kitchens, halls, and baths may have a ceiling height of 7 feet. --
Sec. -- L2O7. (a,
Provide a smoke detector in all areas having access to sleeping
rooms. -- Sec. l-210. (a)4.
Provide a smoke detector in basement that is connected to an alarm
audible in all sleeping areas. -- Sec. L2l-0.(a)4.
Provide a smoke detector on all floors that is connected to an alarm
audible in al1 sleeping areas. -- Sec. L2l-0.(a)4.
For M]- occupancy
For Section # 2
EXIT REQUIREMENTS:FL NAI.IE OCCUPANT NWBER EXIT PANIC RATED DOOR NOTES
I'AD REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING
2 DwelIing
TOTAL L Dwelling
TOTAL B Parking carage
TOTAL
3 L 0,1 No No N/R
3 L( l") 0.1( 0.1) No No N/R
41 0.1 No No N/R
4 L( l-) 0.1( 0.1) No No N/R
3 1 0.L No No N/R
3 1( 1) 0.1.( 0.1) No No N/R
Door swing is based on Sec. 3304.(b) except as noted.
occupant load is based on Table 33-A.
Nurnber of exits is based on Table 33-A except as noted.
Exit width is based on Sec. 3303.(b).
The numbers in ( ) include occupant toading from floors above this floor.
-- Sec. 3303. (b)
FOOTNOTES:
Qode review for: O
Project Id. : LINDSAY-NILSSON DUPIJX
Address: 4278 NUGGET LANE
naf+ z
STATR NOTES:
A stairway in a dwelling must be at least 36 inches wide. -- sec. 3306. (b)
The maximun rise of a step is 8 inches and the rninimum run is 9 inches.
-- Sec. 3305. (c) exc.#1
Provide a handrail on one side a stairway 34 to 38 inches above the nosing if
there is more than 4 risers. -- sec. 3306. (j)
Provide a gruard rail where drop off is greater than 3O inches. Dlininurn height : 36 inches, naximum opening size = 6 inches. -- sec. L7L1. exc 2
The rninirnurn treadroom is 6 ft.- 8 inches. -- sec. 3306. (p)
Enclosed usable space under the stairs is required to be protected as required
for Lhr fire-resistive construction. -- Sec. 33o6. (n)
ROOFING REQUIREI,TENTS :
1) The roofing on this building is not reguired to be fire retardant.
-- Table 32-A
AREA SEPARATION WALIJ REQUIREMENTS :
l-) The area separation wall is required to be a 2 hr fire assenbly.
-- Sec. 5O5.(e)1.
2') ff the building has a projection with conceaLed sPace at the area
separation wal1, thr protection is required on the projection and
the exterior walI each side of the area seParation wall equal to
the depth of the projection,-- sec. 505(e)2.
3) If the area separation wall terminates at an inside corner, see ICBO
article in 'Building Standardsr sep/oct 1982 for requirements.
4) A 30 inch high parapet watl is required above the roofing. -- Sec.5O5.(e)3.
See exceptions for alternate protection at roof.
AUTOMATIC SPRINKIJER SYSTEUS :
STANDPIPE REQUIREMENTS :
There is no requirement for a standpipe. -- Table 38-A
A hose is not required. -- Table 38-A
FOOTNOTES:
L) The location is to be per Sec. 3805. (c), (d),and/or(e)
WALL AND CEILING FINISH:L) wall and ceiling finish materials are reguired to coroply with
Sec. 4204. (a) and Table 42-8.
2) Carpeting on walls and ceiling are reguired to have a class I
flarne spread rating. -- Sec. 4204.(b)
INSUI,ATION NOTES:1) AII insulation material including facings are required to have a flame-
spread rating of 25 or less and a naximum smoke density of 45o unless
it is in a concealed space and the facing is in contact with a wall or
ceiling. -- Sec. l-71-3. (c) exc.#2 2) Foam plastic insulations are reguired to be protected. -- sec. L7L2.
GI,AZTNG REQUIREMENTS :l-) A11 glazing in hazardous locations is required to be of safety
glazing material . -- Sec. 5405. (d)
code review for: tt
Project Id. : LINDSAY-NILSSON DUPLEX
naf# e
Address: 4278 NUGGET LANE
ADDITIONAL REQUTREMENTS :
For R3 occupancy
Provide a window or door to the exterior from every room used for
sleeping. -- Sec. L2O4.
A window must provide a clear open area of 5.7 sq.ft., a clear height
of 24 inches, and a clear width of 20 inches(rninirnurn). -- sec. L2o4.
A11 habitable rooms require exterior glazed openings egual to lot or
nore of the floor area. (nin 10 sq.ft.) -- sec. L2o5.(a)
All habitable rooms require an operable exterior openings equal to 5t
or more of the floor area. (nin 5 sq.ft.) -- Sec. 1205.(a)
The mininum ceiling in a habitable space is 7 feet 6 inches except
kitchens, halls, and baths may have a ceiling height of 7 feet. --Sec. -- L2O7.(a,
Provide a srnoke detector in all areas having access to sleeping
rooms. -- Sec. 1,2L0. (a)4.
Provide a smoke detector in basenent that is connected to an alarm
audible in all sleeping areas. -- Sec. 12 10.(a)4.
Provide a smoke detector on all floors that is connected to an alarn
audible in all sleeping areas. -- Sec. L21O.(a)4.
For ML occupancy
Proiect Name:
Project Application
ii.{,
Prolect Description:
Contact Person and
Owner, Address and Phone:
r ' I L r, ."^
Architect, Address and Phone: kf f..'l't lf]V' ,l fl f : L'
Comments:
4--
Legal Description: Lot / Block
Design Review Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
--- T-
/ t i;.^ t\, "l t z ;, i i,,Ll..t I Y\ L( [ tE---
"i I Town Planner
lr h, . r-1 Date' r r rf
Stafl Approval
PERMTT NUMBER O&PFOJECT \\\ ''-\\
DATE \ - \W JOB NAME
INSPECTION REQUEST
TOWN OF VAIL
---- 1 -\
CALLER
TUES /-\-\lFRt"'AM .PM )READY FOR
LOCATION:
MON WED THUR
l\.,-r.r.
,'b'nppnovro //'
CORRECTIONS:
tr DISAPPROVED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND /
tr FOUNDATION / STEEL D ROUGH / D.W.V.
tr FRAMING
n ROOF & SHEEB " PLYWOOD NAILING in CnS PIPING
POOL / H, TUB
N FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr CONDUIT '.D SUPPLY AIR
O REINSPECTION REQUIRED
INSPECTOR
nFsrcl
DATE
q t
JOB NAME
INSPECTION:MON
t
PE tNs
.tl)
CTION REQUEST
TOWN OF VAIL PERMI
DATE
T NUMBER O ,t-.,.--
)
PROJECT
CALLER
TUES READY FOR
LOCATION:t,:
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
O UNDEBGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEEFI
PLYWOOD NAILING D GAS PIPING
INSULATION tr POOL / H. TUB
U SHEETROCK NAIL
A rl fttrtAl (-,rvd trFlNAL
B
tr
tr
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TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
O FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
.r. ,,,. ,l | " -u,r ')( .\,, 1.l , -)a ^'v''
DATE ,r U,?.'t INSPECTOR
Lr
!ar. rNsPucrroNr s couPLETEx)
The lteus below ueed to be couplete before
gl.vlng a peruit a final C of 0.
Please check off Ln the box provlded.
FINAL PLM{BING
DATE:tl FINAI }IECHANICAL
DATE:
FINAL BUILDING EAST SIDE:WEST SIDE:
DATE:
l---,TE}TPORARY C OF O
DATE:
CERTIFICATE OF OCCI'PANCY
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WRc4 14 | qq.APPLICATION DATE:
DATE OF DRB MEETII{G:
DRB APPLICATION
*****THIS APPLICATION l,JILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBIIiTTED****
I. PRE-APPLICATION MEETING:
A pre-applicatjon meeting with_a p1 ann'i ng staff member is strongly suggested to
determine ir any"alJitional informatjon is needed. No applicatjon w'ill. be.accepted
unless it is compieie (must jnclude all items required by the zoning administrator).
It.is the appiiclni;i iesponsibility to make an appointmbnt with the staff to find
out about aOiitionat submittal requirements. Please note that a C0MPLETE ?PPlica-
tion will streamijne the approval process for your proiect by decreasing the number
of conditions of ipi.Jr.t lirat the'DRB may sti-pu1atb. ALL conditions of approval must
be resolved before a bujlding permit is issued'
A. PROJECT OESCRIPTION:
DU
11il'. Fh,AlD( *rT*Tzt+ef - PE€tuENn'+'t'
B.r ^. ^T
r nrr nr DDnDnqAl LL| L,f1 | IUtt \Jl
Addres s
Leqal Description Lot 3 Block br4+rpq ErktHing 6vB,
Zonins fitr'' pu,ttuV F.E<pf XV*t CR )
/I
UND$ry/ Nn660N f .,
DFUV{aPn%vf
C . NAI'1E OF APPL I CAI'IT:
Address
o.
tel ephone llb'7$E* t),\'" n
telephoneA{l' ZTItb
6phone
the time a bui lding permit is requested'
FEE
$ 10.00 t ?q nn + Lr. vv
$ s0.00
-$100
.00
$200.00
$300 .00
'\'1"
D. NAi4E OF APPLICANT'S REPRESENTAITUE: M*T?rc{AP DEAGT4TW
Address
Address
UKb TLL:
VALUAT I ON
3. Peopl e who faj I
meeti ng and who
republ i shed.
E. NAI"IE OF OIilNE;} JO
Signat("€---, -
The fee will be paid at
$ o-$ 1o,ooo $10,00i-$ 50,ooo
$50,oo1 -$ 15o,ooo
-$150,001 - $ 500,000
$500,001 - $1,000,000 $ Over $1'000,000
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
1. In addition to meeting submittal requirements, the applicant must stake the site
to ind.i cate property iines and building corners. Trees- that will be removed
should also be marked. This work must be completed before the DRB visits the
si te.
2. The review process for NEt,l BUILDINGS will
of the Design Review Board, so plan on at
normally involve two separate meetings
least two meetings for their approval '
to appear before the Design Review Board at their scheduled
have'not asked for a postponement will be required to be
I
4. The following'i tems no longer have to be presented to-the,Design-Reviet gglld'
fn"V,-no*euei, have to be presented to the Zoning Administrator for approval:
a. 1n1indows, skylights and similar exterior changes that do not alter the
existing p1 ane of the bui'l ding; and
b. Buildjng addit.ions that are not viewed from any other lot or public space,
which have nal ietters submitted from adjojning property owners approving
the addition; and/or approval from the agent for, or manager of a condominium
as soci at'i on .
5. You may be required to conduct Natural Hazard Studies on your property. You should
check with a Town Planner before proceeding.
MATIRIAL TO BE SUBMITTED
NEI^I CONSTRUCTION
A. Topographic map and s'i te plan of site containing the following (2 copies):
{t.Licensed surveyor's stamP.
Contour intervals of not more than 2'unless the parcel consists of 6 acres or
more, in which case, 5' contour intervals wiII be accepted.r2.
13. Existing trees or groups of trees having trunks with diameters of 4" or more
one foot above grade.
Rock outcroppings and other significant natural features (large boulders,
i ntermi ttent streams , etc. ) . 5EE Atft+epeo
Avalanche areas, 100 year flood plain and slopes 40% or more' jf applicable'
Tjes to existing benchmark, either usGS landmark or sebrer jnvert.
Locations of the following:
,..-a. Proposed surface drainage on and off s'i te showing size and type of
cul verts ' swales, etc.
t/b. Exact locatjons of all util'i ties to include exjstjng sources and proposed
service lines from sources to the structure. Utilities to include:
l/4.
t/5.
/a.
1
t/cabl e TV
Tel ephone
sewer gas
water electric
y'c. property lines showing distances and bearings and a basis of bearing
t4. proposed drive'ays with percent slope and spot elevations
t4. AlI easements
u$. Existing and finished grades '
t/g . Al I exi sti ng and proposed improvenents i nc ludi ng s-tructures , l andscaped areas '
service areas, srorage areas, walks, driveways, off-street parking' loading
areas, retaining walTs (with spot elevations), and other site'improvements.
rft. Elevations of top of roof ridges (with existing grade shown underneath) to
determine height of bujiding.
,.6. A statement from each utiiity verifying location of service and ava'i Iability. To
be submitted with site plan.
Prel imjnary title report to accompany
and all easements on property.
all submittals, to insure property ownership
D. Landscape Plan (1" = 20' or larger) - 2 copies
y't. Show the location of 4" djameter or larger trees, other ghrtubs and-iiatiVe-olants
are on the site and the location and deiign of proposed landscape area'.s lvith
the varieties and approximate sjzes of plant materi als to be planted. i'
t/ 2. Complete landscape materials list.
t/ 3. Designate trees to be saved and those to be lost.
NOTE: As much of the above information as possible should occur on the site plan, so that
the inter-relation of the various components is clear. The landscape plan should be
separate. The exjsting topographjc and vegetational_characterj tl:ql may be a separa
rub. The applicant muit stake the site to show lot lines and building corners. Trer
that rvill be lost during construction must be tagged. The work should be compieted
before the DRB site visit.
E. Aichitectural Plans (1/
o
Btt =1' or larger) 2 copjes
. 4. Must include f'loor plans and all elevations as they will appear on compietion.
Elevations must show both exjsting and finished grades'
/2. Exterior surfacing materials and colors shall be specified and submitted for
review on-ih. mat6ria'l s list available from the Department of Conqunity.Develop-.
ment. Color chips, siding samples etc., should be presented at the Design Kev'lew
Board meeting-
F. The Zoning Admin'i strator and/or DRB may require the_submjssion of addjtiona1 plans'
drawings,-specifjcations, samples and other material (including g *9q.1) if deemed
necessiry tb determine whether a project will comply with design gu'idelines.
II. MINOR ALTERATIONS TO THE EXTERIOR OF BUILDiNGS
photos or sketches that clearly indicate what is proposed and the location (site plan)
of proposal may be submitted jn lieu of the more formal requirementl Sivql above' as
long ai tney p-rovide all important specifications for the proposed including colors and
materials to be used.
III. ADDITIONS - RESIDENTIAL OR COMMERCIAL
A. Original floor plans w'i th al1 spec'ifications shown
B. Fl oor plan for addition - 2 copies
C. Site plan showing ex'isting and proposed construction - 2 copies topos
D. Elevations of addition
E. Photos of existing structure
F. Specifjcations for all materjals and color samp'l es on materials list available at
Department of Communjty Development
At the request of the Design Rev'iew Administrator you may also be requ'i red to submit:
G. Statement from each utility verifying location of service and avajlability. See
attached utility location verification form.
H. Site improvement survey, stamped by registered professionai surveyor'
I. Prel'imjnary title report, veri fy'i ng ownership of property and lists of easements.
IV. FINAL SITE PLAN
After a buildjng perm'i t has been issued, and when the proiect is underway, the foliowing
will be requirei before any building receives a framing inspection from the Building
Department: A certified improvement survey showing:
vtn.
Ye.
r
Bujlding locations with ties to property corners, i.e. distances and ang'l es.
Building dimensions to nearest tenth of foot.
All utility service ljnes as-bujlts showing size of lines, type of materjal used,
and exact 'l ocat'i ons . 2 copi es
D. Drainage as-buiits. 2 coPies
E. Basis of bearing to tie to section corner.
"{ All property pins are to be ejther found or set and stated on map.
Al I easements
Building floor elevations and roof ri dge el evations 6.
NAME OF PROJECT:
.rEcnL-bEibniPrton t
ffi;;';i;-=i;',^o
LIST OF MATERIALS
information is required for submittal by the app'l icant to the Design Review
a final approval can be fiven:
MATERIALS: TYPE OF MATERIAL COLOR
The fol I owi ng
Board before
A. BUILDING
B. LANDSCAPING: Name of Oesigner:
pn0ne:
Roof
S'id'ing
Other l,lall Materials
Fasci a
Soff its
l,li ndows
lllindow Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Flashings
Chi mneys
Trash Enclosures
Green hou s es
0ther
PLANT MATERIALS:
PROPOSED TREES
Botanical Name Common Name
anu (Evxtrwr \ w*rrt i wt
kAtvT C€ttFa faq tlotnt*t-
WttP-tgtuum l6nr
?@-W!ar_@4ta4 WEqyczi
Si ze*
2tl _e-_
6'rnt-
IIr:jllg_IREES T0 WIr flft&h/zr/ *t F4l
BE REI4OVED
.a
for conifers.
(over )
*Indicate caliper for deciducious trees.Indicate height
. PLANT I'IATERIALS: BOTANJ CAI Name
(con't)
SHRUBS
Cornmon Name (i zp
EXISTING SHRUBS
TO BE REMOVED
GROUND COVERS
CnaW-fuaut4?4 bvpte hfuttrat> ?o - fBF(,
fufuwA-tu)rlat* ?uENvil,t+ 25
Square Footaqe
4-o tc
SOD tlna,
WP 6@ TF.
ar ll/t
C. OTHER LANDSCAPE FEATURES (retaining wa11s, fences, swimming pools, etc.) P'lease spec'i fy.
SE ED
TYPE OF
I RRI GATI ON
TYPE OR METHOD
EROSION CONTROL
UTILITY LOCATION VERIFICATION
SUBDIVISION
JOB NAME
-LOT .A BLOCK TILING
A21t
ADDRESS \\uL \+Y LOv\t
The location of utilities, whether they be main trunk Ilnes
nust be approved and verified by the followlng utilities for
site olan.
Authorized Sienature
Mouncain Be 11
468-6500
Western Slope Gas Co.
1800 922-1987
Harry Moye s
Publlc Service Cornpany
949-5 781
Gary HaIl
Holy Cross Electirc Assoc.
949-5892
Ted Husky/Ilichael Laver Ey
Heritage Cablevision T.V.
94 9-55 30
a- -,, r^L--^-\ra ! )/ J uurr-vrr
Upper Eagle Va11ey Water &
Sanitation Dis tr ic t
47 6-7 480
Fred Has le e
or proposed llnes 'the accourpanying
Date
>/t/zo
,3 -7-z,t
3-7 -? "
s -7- ?o
NoTE: These verifications do not relieve lhe contlactor of his responsibility
to obtain a street cut perml! from Ehe Town of ValI, Departnent of Public
Works and to obtain ut.ility locations before digging in any public righc-
of-way or easemenE in Ehe Town of Vail. A building permit is not a street
cut pernit. A sEreet cuE permit must be obrained separately.
This f orrn is to verify servlce avallability and localion,
This should be used in conjunction with preparing your
utility plan and scheduling installations.
*(Please bring a site plan when oblaining Upper Eagle Valley WaEer
& Sanitation s lqnalures )
DATE: lq nA
LEGAL DESCRIPTIOI,I:
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
ADDRESS:
OI^INER
ARCH I TECT
ZONE DISTRIC
PROPOSED USE
LOT SIZE
Height
Total GRFA
Primary GRFA YN rT A
Secondary GRFA UN ff B
Setbacks: Front
S ides
Rear
Water Course
Qi io l^nvor:no
Landscapi ng
Fence/ Reta i ni ng ''.Jal I Hei ghts
Park i ng
1.ro/ i tc . Garenp
Mechani cal
Airlock
qf^r,e no v vvr vJr
So lar Heat
81 o ck$1g3bg1! t&@6 ) i ns
Al I orved
l?n\f??)
+45b
,nl
l?n\fqn)
.?ffii/
Pro po s ed
3z'A&ttt €xtsr '/-16 6M
(noet alJqN ls )
tN0/-)AAG ctt/€ED
f4@Ats
4%t
JroT
d>sv
20'
t5'
/J, A,
3\oo/
w
( 30o ) (6oo )
(eoo)(1200)
r qn I / 1 nn \
\ rv,, \ f vv /
(2s)(so)
(2oo ) (4oo )
f-oo-"4.t*
i Or)
,-o/ Oo/orivp. Stooe perer1 tted 87o Siope Actual d /a
Envi ronmental /Hazards :Aval anche
Iloo0 Plal
slope
---f"rru^
P€ft€'T
RLfu47
Comments:
Hazards G^ -u
.S Q o/ 2-,; '/.
Geol ogi c
Doss, XI"
^r-r,(o"^
L a Lt I { at/
Zoni ng: Approved/Di saPProved
Date:
ZONE CHECK ,/f\ FOR
sFR, R/ n'i/s zone DISTRIcTS l_-/
DATE: 4.s qo
LEGAL DMRTFTMNIToT-
ADDRESS:
OI^INER
B'lock Filing
ARCH I TECT
ZONE DIST
PROPOSED
LOT SIZE
Phone
Hei ght
Total GRFA
k Peinnrf GRFA b
Seeo,ndary GRFA
Setbacks: Front
Sides
Rear
l,later Course
Site Coverage
Landscapi ng
Fence/Retaining i^lall
Parki ng
Credits: Garage Isss][m,
(50)@
<35u€or
(2oo\.6/fr
Al I oued
(30)(33)
%hD
2Q'
15'
15'
(30)(50)
Vlr
w
Proposed
/.+t+
"|Dgk
".?n
ru,
+2tta-,5r,
Hei ghts
(ttf{'-b 26b+
fuo
w Mechanical
Ai rl ock
S tora ge
Solar Heat
Drive: Slope Permitted
Envi ronmental /Hazards :
Slope Actual
Ava lanche
Flood Plai
Sl ope
Netl ands
Geologic Hazards
b
2101
?oO
lD
1p
--
uoT
tu
7----'
1,1,4
roved pp
6
Di
'ri,.\.r'
,,4:: i
i:- '|j
Corments:
Zoni ng SA
w
5121/'f
['./7 'f '(-h €qy..,*,A
/./ I
a
I HTEP..DEPARTI'IENTAL REV I EI,I
PP.OJECT:
D.ITTE SU3I4ITTEDz b. .Ub .1O
DATE oF PUELIC HEARING
COl"ir,ENTS ttEEDEo Sy: b . '?.h
'
BRIEF DESCRIPTION OF THE PROPOSAL:
PUELIC UORKS
P.eviewed by:
Connents:
Dr'rre*.7 .:
"17'( .t,Y"t .
l- ,hf . P/au- P;Fz'sl hyr,",s eq.['
o{ y'uc-c!f '"-. J. a/^ // sc-ul"- Z'aq eJf
4-
I tu /*,1^yr. e<s"--.u,f,
4//o,u. Jr-;ngo I N.+ rua..t,- {k
-l .- t /.r.a) eu* o/L
Date
fo+Jtj.
- FIRE DEP}f,TI'iENT
Reviewed by:
Coments: ./@7
".-/^'x;g
POLICE DEPARTI4ENT
[.tta-lt oolo/
0ate Rev i er'red by:
Connerrts:
't"r.
.ij;
RECi:5ATi O!{ DEPARTI.::NT
Revieaed.by:
Cu;ants:
Da te
,
-'t
)
I
--1 I
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ARTHUR I. MEARS, P.E., INC.
Narural Hazards Consultants
ZZZ e-, Co,t'i" ,q,"".
Gunnison, Colorado I 1 230
)03 - 641.3236
March 30, I990
Mr. Jeff Borchardt Architractor Design Group, Inc.
f B1 8 I6th Street Boulder, CO 80302
Dear Mr. Borchardt:
In accordance with our discussions last week, I have completed the enclosed snow and debris avalanche loading analysis o-n the proposed duplex at 42iB Nugget Lane in East Vail.
Prease contact me if you have any guestions about this study or desire addi.tional consultation.
Sincerely,
f\. u A ,^A
1f,.(twri1 ttQtiu
Arthur I. lulears, p.E.
Ava I an che- cont ro 1 engineer
cc: John Ni 1s son
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-- 7 .I m/s^ ( 16 mph)
^-- 250 kg/mt _ (16 Ibslftr )-- 4s0 ks/n3 (28 lbs/ft3)
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1 REPORT OBJECTIVES AND LIMITATIONS
This analysis of avalanche loads was requested by Mr. John Nilsson of VaiI and by Architractor Design Group, Inc. I of Boulder and has the following specific objectives:
a. Determination of avalanche runout distance and impact-energy potential at the building site;
b. Calculation of avalanche load magni.tudes,directions and areas on the exposed building surfaces;
and
c. Discussion of the avalanche hazard at and adjacent to the property as a result of the proposed construction.
This report also has the following specific limitations:
a. The loads apply to the structure as shown in the Architractor drawings of March I9, 1990. Any significant changes to building location, shape, or orientation may invalidate the loads provided here.
b. The loads would not necessarily apply to other buildings in Vail or in other mountain areas.
2 DESIGN-AVALANCHE CONDITIONS AND OTHER ITAZARDS
The design avalanche, based on the fieldf air photo, and dynarnics analysis reported in the attached letter (dated January 15.1990), is an event tvith a return period of approximately l0O years, an order-of-magnitude return period estimate. The true return period may actually 1ie between 30 and 300 years,approximately. The 100-year avalanche has a constant annuaL probability of 18 and may occur during any year regardless of the past history of avalanching.
The design avalanche at this particular location, Fdy also contain up to 5% volume of solid debris, including vegetation,soil, and small rocks. The desiqn loads specified in this reDort provide mitigation from debrii avalanc-hes as welI as inot avalanches. Debris flows will not affect the building site, and the minor rockfall hazard will also be mitigated by the proposed avalanche protection.
The desi-gn-avalanche conditions at the building, therefore, have the following characteri st j. cs :
Impact ve l oci ty
Impact density
Deposit density
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3 AVALANCHE LOADS ON BUTLDING SURFACES
11. buildjng surfaces exposed to avaranche loads are given in Figures
_ -I , (map view), 2 (west elevation), 3 (east el6vation) ,1ld, 1, (.Loading diagram). A1l loadihg magnitudes and drstrrbutions are provided in Figure 4.
The following special characteristics of the avalanche roads must be considered in the analysis.
a. The avalanche loads should probably be trdated as impact loads because they inciease fiom zero to the maximum specified in approximately 0.5 seconds over an entire waII surface and in O.f seconds at any particular point.
f.. .Thq flowing and sliding avalanche may contain debris (as discussed above), wtricfr could damige waI1s,windows, or doors even if trey have been reinf6rced for the design loads.
c. Avalanches will create a dense deposit against the tcuilding surfaces. shown in Figure 1 which .ouid persist for the entire winter. The magnitudes of thes3 toads will be less than the dynamic 1oads.
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4 AVAIANCHE HAZARD
The specially-designed building will.protect anyone who is inside whe.n _the design avaranche occrrrs.'- There r6mains some small probability that a person or persons witl be outside and exposed when _the design avalanche occurs, rn f act, deve l opmer,^t of hazardous areas increases the overall probability of e-ncounter between people and hazardous processes, a fact that has been accepted by the Town of Vait in devel0pment. r recommend that a1r those who live in and use hazard areas educate themselves about the hazard and heed aI1 officj.al warnings. rn this way the small risk can be reduced even further
The proposed building on Lot 3 will not increase the danger from snow or debris avalanches (or rockfatl) to any adjacent p-uUfic oi private._pr.operty, streets, utili:ies, or rigtit-of-ways. In fact the- b.uilding wi I1 decrease the hazard on t-Lre north side of the Du l- I cl]. ncr -
Rgqort submitted by,l\ 14 A .| ffiLu,n,! l"lVtru Arthur f. Mears, p. E.
Ava I anche -contro 1 engi neer
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20 ft
+- NUGGET LAY-+
-.-6it* -=-Yry
a*H --.-/----
-.--- \
FIGURE 1. ]lanche direction and
surfaces subjeci to avalanche loads.
F--',"\t . - +-."--' '\ e\--
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@
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\\
\<
(9
@\
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---,,-
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---.-/ -..-
----
-.--"'?'-..---/
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----- L V
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o bOCt.{cdo dA 3=d ocoA -c :'(llqr (2o
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drd {-)3:a oq-rd
=oc d a ..3:All o()l.r{=Ell >El @ Dl o.l c,l bo -r Ht d d [t.I OJ=
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FIGURE 4. Avalanche-load-ing diagrans
SCALE:
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(tr)r"* = rzo tas/tt7
Pt = O,5 P, at aLI heights
H = 10.5 ft
5o tts/ttz
7zo :rts/t+3
= ?5 rbs/ftz
SURFACE D
SURFACES
C&E
\loacrrng neLgn'L
on surface "8"^\r_n ! Igure 2,,
DD '3 r-1
-Pz
varies
as shorrn
P, = 110 ::s/ttz
Deposit 1oad., no vertical shear.
H = 10.0 ft
NOTE: Avalanche loads
should be ad.d.ed. to al]-
other loads nornalLy used.
:- .f^-r
ARTHUR ]. MEARS, P.E., INC.
Natural Haza-rds Consultants
222 Eart Gothic Avc.
Guurison, Colorado 8 1230
)03 - 641.)236
January 15, 1990
Mr. John Nilsson Vacation Properti es 285 Bridge Street Vail, CO 8I657
Dear John:
At your request f completed a;i-te inspection of Lot Estates Subdivision, Vail. The purpose my site subsequent analysis was to cletermine the extent and avalanches, rockfall, and debris flows on Lot 3 and nritigation procedures appropriate at this site.
SNOW AVALANCHES
Mast We ing . Aalanchcs e AtxlancAc Conlml Enginccing
3, Bighorn visit and severity of to discuss
Numerous snow avalanches begin on the northeast-facing slopes above Bighorn Estates subdivision. The largest avalanch6s begin more than 2,000 feet above the val1ey bottom and may run alr ine way to Gore creek near the Timberfalls condominiums (900 feec east of Lot 3) and near the Bighorn subdivision (500 feet west of Lot 3 ) . Aerial photographs taken in I939, 1950, rg62 | r974 | and I9B4 were studied to obtain a ti:ne perspective of a'alanche activity. The photo study indicates -that no avaranches have fa1len over the Iimestone crirt outcroppings directly above r_,ol r during the past several decades.
Lot 3, however, is exposed to smaller avalanches that begin below the limestone criff which is rocated approximately 400 f6et above the site- During extreme condition-J, these sma1l avalanches,. which originate in the open nrixed forest below the cliffs, will irun across Lot 3 on an Iro slope andlwitl terminate at the,\,, south.edge of Nugget Lane.l AvalanChe velocities and .n"rgi."wilr be'smal1 in the runout zone (decreasing ro zero at Nugget Lane). rn spite of the avalanche potential, no evidence -for
frequent avalanche activity exists in tfre forest on the southern part of Lot 3- The estimated r-eturn period of avalanches rea.ching Nugget Lane is I00 years; tt,e return period of avalanches reaching the southern half of Lot 3 is 25-tol,0-y."r;.These are "order-of-magnitude" return-period estimates.
According to snow-avaranche hazard-zone definitions used at the Town of vail, Lot 3 is Iocated in a ,,Moderate" or ,,81ue,, snow-avafanche hazard zone based on an expected avaranche return period of more tha.n 25 years ?lq on p6tential avaranche l*p."t pressures of less than 600 Ibs,/ft2.I
I
I
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.t
j
Avalanche mitigation on Lot 3 rotection, which in this case building surfaces exposed to the direct protection wiIl depend on
detai 1s :
should take the form of direct would require reinf orcem6iTGE
avalanche fIow. Details of this the following building design
l-.
,1
Building Iocation;
" .shape; and I' orientation
Although the magnitudes and directions of design roads cannot be provided until factors 1- 3 are known, my previous experience with avalanche paths of this size suggests avalanche roads wiIl be small and reinforcenent can easily be incorporated into building design. Furthermore the mitigation procedures can be designed so they will not deflect snow (or debris) toward other private or public property.
DEBRIS FLOWS AND DEBRIS AVALANCHbS
Debris flows will not reach Lot 3 because insufficient source areas exist for the generation of flows in the terrain above the Iot. The debris-fIow area indicated on Town of Vail maps. is actualry a small debris-avalanche path. Debris avalanches can reach the eastern part of Lot 3, as shown on Vail maps, but they wilr consist primarily of snow wj-th minor quantitiei (less tnan 5E) of vegetative and soil material mixed in with the snow. The design for snow-avaranche loads discussed above wirr also protect the building from the smaIl debris avalanches.
ROCKFALL
Please contact me if you have questions or desire additional consultation.
Silcerely I I t.-* /1/t ^Lzqlt / (t30/,4
Arthur I. Mears, p.E-
Ava I anche-contro I enqineer
Lot 3 is shown on Town of Vail maps as lying in a ,'High Severityl rockfall area. However. inspection of the aerial photographs referred to above show no rockfall activity during the past- 50 years and no scars from rockfarl at least durine the firit part of this century, Two large rockfall boulders tre located near the southeastern boundary of Lot 3, but these may have faIlen into place anytime during the past I5,000-to-21tO0b. years, since valley deglaciation. The southern half of Lot 3 should be recrassified as "Medium severity" rockfall. No protection from rockfaft wilr be reguired for a-building located on the northern half of Lot 3.
dc/, a
/Ahala 4srb lt't
luwn
75 rodh honlege rcd
Yrll, cdor.do E1657
(3{t3) 47$2138
(3m)4792133
March 27, 1990
Architractor Design Group
1818 Sixteenth Street Boulder, CO 80302
otfice of communtty Mopmont
RE: Lindsey Nilsson l\do fanily Hone 4278 Nugget lJane
Dear Jeff,
This letter is to confirn our phone conversation today concerning the
above property. Greg HaII, the Town Engineer, reviewed the proposal is requiring the following itens to be resolved before a final DRB
approval sill be given:
1) The driveway Ls too steep. The Town requires that if the slope of a residential driveway exceed 8t it be heated.2) The drain pipe located beneath the driveway should extend at Ieast 5r beyond the edge of the drive on each side.3) Provide an asphalt swale 2' off the edge of the road to prevent drainage from the driveway into the roadway.4) Keep patio out of the drainage easement and retaining wall out of the utility easement. Construction in easements reguires written pernission from the appropriate companies and the town.
I an still awaiting the arrival of the revised plans to do a new GRFA check. Should the revisions prove not enough to resolve the excessive
GRFA you will need to make further revisions before DRB approval.
If I donrt hear anything from you by Friday March 29t L99o concerning the encroachment into the easements, I will be unable to schedule to
application for a final review on April 4, 1990. You wil.l only be
able to get a conceptual review on that date and will have to
reschedule for a final review. Should you have any guestions
concerning any of the above feel free to call me at 479-2L48.
Sincerely,
Uello,Planner
AqgF'n T s$,e,rp*q
I l8l8 SIXIEENTH STREET BOULDER, COI-ORADO 80302 \303]1 447-2786 I ARCHITECIURE, URBAN DESIGN, PIANNING. DEvEtOPIitENT CONSUfiNG I
p,"r.b.t
, t[/- a,;7,r,s/ 6R.F+ .nZh,nt a,u.e.
/"'r* ,/u *"2 tttotruL /cre. A, )/d? eFl :r4- //-
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4
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IJAND TIOLE cUARANTEE loupANy v
Representing Title Insurance Company of Minnesota
rHANK YOU FOR YOUR ORDER
March 16, l-99O
Our Order: YL4982
BUYER/OWNER:
LINDSEy/NILSSON DEVELOPMENT, INC., A COLORADO
CORPORATION
SELLER:
RICHARD W. TALLEY
ADDRESS:
LOT 3 BIGHORN ESTATES
/VACATIoN PROPERTTES
-/ DELMR IN VAIL RUNS
l- Attn: JOHN NILSSON
CIOSER
l- Attn: SHARMAN
PICKED UP FOR DELIVERY Al{ PM
MINNESOTA
TrTrF 4\
5440 Ward Road
Arvada, CO 80002
420-O241
3300 So. Parker Rd., Suile 105
Aurora, CO 8001,1
75 r -4336
1810 30th Street
Eoulder, CO 80301
444-4101
200 Norrh Ridge
P. O. Box 2280
Breckenridge, CO 80424
453-2255
512 Wilcox
Castle Rock, CO 80104
688-6363
2l 2 North Wahsa tch
Colorado Springs, CO 80903
634-482l.
Gommitmert To lnsure
lssued thnugh tlte 0ffie of:
P. O. Box 5410
Denver, CO 80217
321-1880
8821 E. Hampden
Suile 100
Denver, CO 80231
7 50-4223
8333 Greenwood Bou leva rd
Denver, CO 80221
427-9353
I 201 Main Avenub
Durango, CO 8l3Ol
247-5860
7700 E. Arapahoe Rd.
5u ite I 50
Englewood, CO 801 l2
774-9 596
3600 So. Yosemite
Denver, CO 8023 7
69 4-2837
r08
3030 S. College Avenue
Suite 20 |
Fort Collins, CO 80525
182-9015
7'l0 Kipling Streer
Lakewood, CO 80215
zJz-J | | |
3609 So. Wadsworth
Suite I 15
Lakewood, CO 80235
988-8550
I 1990 Grant Street
Suile 220
Norlhglenn, CO 80233
152-0149
I9590 Easl Main Streel
Parker, CO 80134
84 | .4900
108 South Frontage Road W.
P.O. Box 357
Vail, CO 81658
176-2251
LA]ID T]TLE
GTARANTEE
COfulPANY
South Frontage Road W.
P.O. Box 352
Vail, CC 8l 658
47 6-2251
LAND T]TLE
GTJARANTEE
coil/PqNY
ALro COltl,rrTMENT
SCHEDULE A
Application No. VL49A2
For Infornation OnIy
LOT 3 BIGHORN ESTATES
- Charges -
ALTA Owner Policy S302.OO Alta Lender Policy g5o.oo
Tax Certif. g2O.OO
- - TOTAL - - 5372.00
With your remittance please refer to V14982.
1. Effective Date: March 09, 1990 at g:OO A.M.
2. Policies to be issued, and proposed Insured:
rrALTAft Or^rners I s Policy $13S, OOO. OO Fortu 8-1_970 (Aruended i.0-12-20)
Proposed Insured:
LINDSEY/NILSSON DEVELOPMENT, rNC., A COLORADO CORPORATION
rrAI.,TAtr Loan Policy
(1970 Revision)
Proposed Insured:
TBD
3. The estate or interest in the land described or referred to in this Commitment and covered herein is:
A Fee Sinple
4. Title to the estate or interest covered. herein is at the effective date hereof vested in:
RICHARD W. IALLEY
5. The land referred to in this conrnitment is d.escribed as follows:
LoT 3, BrcHoRN ESTATES, AccoRDrNG To THE RECORDED PLAT THEREOF,
COUNTY OF EAGLE, STATE OF COIORADO.
PAGE ].
AtrO couMrrMENr O
SCHEDULE A
Application No. VL4982
PAGE 2
AtrO coMMrrr'rENr O
SCHEDULE B-].
(Reguirenents) Application No. VL4982
The following are the requirements to be complied with:
1. Palment to or for tbe account of the grantors or mortgagors of the full consideration for the estate or interest to be insured.
2. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record, to-wit:
3. EVIDENCE SATTSFACTORY TO THE COMPANY THAT THE TERMS, CONDTTTONS AND
PROVISIONS OF T}IE TOWN OF VATL TRANSFER TAX HAVE BEEN SATISFIED.
4. WARRANTY DEED FROI!! RTCHARD W. TALLEV TO LINDSEY/NILSSON DEVEI.oPITIENT, INC.,A COLORADO CORPORATION CON\rEYING SURTECT PROPERTY.
5. DEED oF TRUST FROM LINDSEY/NILSSON DEVELOPMENT. INc. ' A coLoRADo
CORPORAIION TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF TBD TO
SECT'RE THE SUItt OF TBD.
PAGE 3
9.
ALra coMMrrMENr
SCHEDULE B-2
(Exceptions)Application No. VL4982
The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company:
L. Standard Exceptions L through 5 printed on the cover sheet.
6. Taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurerrs office.
7. Any unpaid taxes or assessments against said land.
8. Liens for unpaid water and sewer charges, if any.
RIGHT OF PROPRIETOR OF A VEIN OR I,oDE T.O EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOI'ND TO PENETRATE OR INTERSECT TITE PREMISES AS RESERVED IN ITNITED STATES PATENT RECORDED Novenber L7, L}OZ, IN BOOK 48 AT PAGE 492.
]-0. RIGHT OF I{AY FOR DTTCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE iINITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED Novernber L7,t9o2, IN BOOK 48 AT PASE 492.
l.L. RESTRICTM COVENANTS, WHrCH DO NOT
CLAUSE, BUT OMTTTING RESTRTCTIONS,
OR NATIONAL ORIGIN, AS CONTAINED IN
BOOK 220 AT PAGE 49 AND AS AMENDED IN BOOK 221- AT PAGE 876.
ALIJ INTERIOR LOT LINES
P TA
AND RESTRICTIONS AS SHOWN OR
ESTATES.
CONTAIN A FORFEITURE OR REVERTER IF ANY, BASED ON RjACE, COIOR| RELrcrON,
INSTRUMENf RECoRDED March 25, L971, IN IN fNSTRUMENT RECORDED October 05, L9ZL,
L3.
AS DEDICATED ON THE RECORDED
EASEUENTS, RESERVATIONS
RECORDED PI.,AT OF BIGHORN
L4 DRAINAGE E UTI
AS SHOWN ON TIIE
FOR UTTLTTY EASEMENTS
RESERVED ON THE
IN WTDTH ALONG THE EASTERTY LOT LINE OF
I,AT OF ESTATES.
LOT LINE OF ].5. UTILITY EASEMENT ]-2 FEET IN WIDTH ALONG SOUTHWESTERLY
BIGHORN ESTATES.
PAGE
o
Project Appllcation
o^,. I 4. !l)
Proiect Name:
Proiect Oescription: :
Contact Person and Phone
Owner. Address and Phone:
Architect. Address and Phone:
Legal Description: Lot - ) , Block
Comments:
Design Review Board
,/
Motion by: ', . -.' t r',t ' [: ' lL' 44. t " '
i (\',.-+ ii
Seconded bY: -'' I "-'
) t ,/-'oa" z! 4 "-{ 0
DISAPPROVAL APPROVAL a" ..-\'..' -' ,' )
Summary:
,1D
E statt Approval
ARTHURI.MEARS, P.E..
l.,lrtunl Flrzor& Cursulrrnu
INC.
?2zEuGul&Avr.
Gqrdron.Glondo 81230
N? - 641.3216
January 15 , 1.9 9 0
Mr. ,John Nilsson Vacation Properties
286 Bridge Street VaiI, CO 81657
Dear .fohn:
';'.i'*f:':. ."..;. .r :trt. your legu_eft I- cornpleted a site inepection of l.ot ll Stglidrd, ,Estates subdivision, vail. rhe purpose my sLte visit:^and.,,subseguent anarysis was to determina t-he extdnt and severltv of ,"avalanches, rocltfal 1, and debris flows on Lot 3 and tojdlsdusg
above pi shorn E" r.?;;' ;;iii'ir="'*" .'" nf, 'J= r #; ; $ T;;iilltE r E iEBii,'more than 21000 feet above the val1ey bottom and may ror,.i1 1ii'{.he way to_Gore creek_ near the Tlmberf,arls condomlnLums (900 tfeet .'east of l,ot 3) and near the Bighorn Subdivision (500 feet,wisu:of "l 1.,9! 3). Aerial photographs talen in 1939, 1950 , Lg6zt;L974,t and "1e84 were studi;d to oltain a rime peispeqii";-;di;;;iln;il; ...:j i activity. The photo study indicates .ttrat no avalancireJ rrive larren over tlre limestone crlft outcroppings directly above'Lot 3 during the past several decades -:,i -
mitigation procedures appropriate at this Eite. ---- :-- 'iiiIJ;+,-;'.,., ' ;i.' l ::; fr,r '
sNow A'ALAN.HES i'':l'i .'r'"' ; '
. ...... ,,.;.1?,.. ,t....:.:.NumeroussnowavaIanehesbeginonthenortheast-faqlng.''proB.es
Accordi_ng to snow-avaranche hazard-zone definitLons used at the Town of Vall r Lo't 3 ls l.ocated in a rt ll 'ttglu6T ... gnOYt-
expected avalanthe return potential avalanche impact
,, t...
I,9t 3r hewever, is exposed to smalrer avalanches that beqln below t'he rimestone ctiff which is rocated approximately doo feal iu6ve the eite. ouring extreme conilitiorii these eriall avalanches,,tdhich originate in the open mixed forest berow the cLiffgr wili run out across lot 3 on an llo srope and wilr:t,ermlnite it the'sgglh edge of Nugget Lane, Avalanche velocitles and energies wlll be small in the ruriout zone (decreasing to zero at Nu-gget- '
Lane) . rn lplte of the avalanche potentlal , .iio'evldence -Eox'
lreguent avaLanche activity exists in the forest on the eouthern part of Lot 3. The estimated return period of avalanches I:lchiirS Nugg^e.t La.ne is .I00 years; itre return. perioa oi avaranches reaching the southern half of r,ot 3 is 25-to--5o,years,These are rtorder-of-4agnitude" return-period estirnates.':-!',,.',
avala.nche hazard, :zone based on aD period of, rnore than 25 years alrd on pressures of les! than 60b lbs/ft?.
Avalanche rnitigation on Lec 3 should take the form of direct R#*s1.I|_i"h in rhts case woura requrre- t"rnrori"rffii lrqrrcrrng surraces exp_o_sed to the aval.anche f Iow. DstailB of thie {il"g! protecrion wfrr depend on trrg -}oilt ing btiidr;g aesiEn detai 1s g
1. Building location i 2. rt shape; and 3. orientation.
Although the magnitudes and directi.ons of deiign ^lgads cannot be provided until factors 1 - 3 are knownr my ptt"ious e:(perrence with avalanche paths of this size suggesti a-valanche roads srill f e . slalI and riinfor.u*-*nT ci-n easi ty be incorporated .into buildin-g deslgn. Furrhermore tr,"- *riigutio"- pi"cedures. can be .
designed so they wirr not deflect snow ior oeuiiit toward othef private or public property.
qEqRIS Frol^ls AND DEBRTS AVALANCHES
Debris flows wiII not reach Lot 3 because lnsufficient Eource,areas exist for th-e generation of f,Iows in the terraln iuovl-lte lot. The debris-fto-k, area indicated on Town "f-viif.i,ip-;
-is
actu_a11y a srnall debris-avalanche path. Debris avaranche'g .cin reach the eastern part of Lot 3, as shown on vair mapsl urii-d;;ylll consist primdriry of snow'with minor quiniiti"S-ire""- ;il;il
?tJ _ot vegetative and soil material rnixed in wlth the snow. The.;desrgn.for snow-avararrche, Ioads discussed above ritt atso protici',the building from rhe small aeurii ;;;i;".h;;:- '-
Lot 3 is shown on..Town of Vail *.n" u" tying in a'High Severity,t rockfall area. However, inspection of-th6 aeriar i,notogiipfis referred to above show no rockfall activity during itrt- biii- so ye-ars and no scara from rockfarl at reast dlrlng tLe, ftrit part of this-century. rwo large rockfall boulders ire located irear the southeastern boundary of Lot 3, but these may have falren
_i_l!? pf ".e _anytime durin! the past 15,000-ro:20,00'0 y.ir",-;i;;;valfey deglaciation, The southern half of, tot 5 shourd be reclassified as "Medium se^verity" rockfalr. No protection tron rockfal 1 will be reguired for a-building located'6n the northern half of Lot 3
Prease contact ne if you have questions or desire additional consultation,
ROCKFATL
Ava I anche-contro I engineer