HomeMy WebLinkAboutBIGHORN SUB RESUB OF LOT 20 LOT 20-4 COMMON ELEMENTS LEGAL.pdfE
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75 S. Frontage Road
f4]varr, colorado 81657 OO
Plan analysis based on the 1985 Uniform Bullding Code
Project Id: VIGOR DUPLEX A & B UNITS Address: LOT 20-4 BIGHORN Date: June B, 1988 Contractor: VJGOR CONST.Occupancy: M1 ,R3 Architect: ENVIRONMENTAL DES Type of Const: V-N,V-N,V-N Englneer: NONE
Plans Exaniner: GABY MURRAIN
NOTE:The code items llsted in this report are not intended to be a complete listing of all possible code requirements in the lgBS UBC. It is a guide to selected sections of the code.
SECTION * 1
TYPE OF CONSTRUCTION:Y-N
SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 56.0 Feet b6.0 Feet EAST Building 0.0 Feet 0.0 Feet
SOUTH Property line 62.0 Feet 62.0 Feet WEST Property llne 20.0 Feet 20.0 Eeet Area increased 45 % for open arsa on Z sides.
FL NAME OCC AREA ALLOWED A,/A OCC LOAD REQ'D EXITS EXIT WIDTH
2 Dwelling Rg 984 Unlimited 3 1 0.02 TOTAT 984 Unlimited 3( 3) 1 0.07( 0.07)1 Parking Garage M1 480 3000 0.16 2 L 0.08 1 Dwelling R3 1666 Unlinited I 1 0.11 TOTAL 2t46 13317 0.16 S( 10) 1 0.16( 0.19)BUILDING TOTAL 3130 38683 O.O8 11 x NOTE: Indicates that this occupancy is not allowed on thls floor-Table 5-D f NorE: rndicates that this oecupancy is an accessory area-sec. asoz. (a) exe.The allowed M area is 3000 sq.ft. for a mixed occupancy.-- Sec. 1102.
REQUIRED OCCUPANCY SEPARATIONS R3-M1 t hr MateriaLs approved for thr construction ar6 required on the gatage side only and 1 3/8 lnch solid eore, self-closing door. -- Sec. 503. (d) ex *3
Ar1 grazing in hazardous locations (see section 5406.(d)) is required to be of safety glazing material . -- Sec. 5406.
SECTION S 2 lra ]o
TYPE OF CONSTRUCTION:V-N
SEPARAT]ON
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property 1lne 48.0 Feet 48.0 ['eet EAST Property line 15.0 Feet 15.0 Eeet
SOUTH Property line 64.0 Feet 64.0 ['eet I{EST Building 0. 0 Feet 0. 0 Feet Area increased 35 % for open area on 2 sides.
FL NAME OCC AREA ATLOWED A/A OCC LOAD REQ'D EXITS EXIT WIDTH
2 Dwelling R3 t22t Unlimited 4 L 0.08 TOTAT 1221 Unlinited 4( 11) 1 0.0S( O.ZZ)1 Parking Garage M1 462 3000 0.15 2 L O.0b 1 Dwelling R3 1304 Unlimited 4 I 0.09 TOTAL 1766 11396 0.15 7( 11) 1 0.13( O.22)
BUILDING TOTAL 298? 3832? O.O8 11 x NOTE: Indioates that this occupancy is not allowed on this floor-Table 5-D S NOTE: Indicatas that this occupancy is an accessory area-Sec. 3302. (a) exc.The allowed M area is 3000 sq.ft. for a mixed occupancy.-- Sec. 1102.
REQUIRED OCCUPANCY SEPARATIONS R3-M1 t hr Materials approved for thr eonstruction are required on the garage slde only and 1 3,/8 inch solid core, self-closing door. -- Sec. 503. (d) ex *3
AIl elazing in hazardous locations (see section 5406.(d)) is required to be of safety glazing material . -- Sec. 5406.
F'OR SECTION S 1
ExrERroR lut* RArrNcs AND opENrl]rEcrroN
NORTH EAST I{EST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALI WALL PROT WALL WAtt PROT WALI I{ALL PROT-Rg Ohr Ohr None thr thr NOP Ohr Ohr None Ohr Ohr None
M1 Ohr Ohr None thr thr NOP Ohr Ohr None Ohr Ohr None
The exterior walls may be of COMBUSTIBLE material .
None -- No fire protection requirements for openings.Prot -- Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maxinum. Sec 504. (b)NOP -- Openings are not permitted in this wall.* -- These walls may be required to have a parapet waII 30 inches
above the roofing. The parapet wa1l is required to have the same fire rating as the wall. See section 1709. for details and exceptions.
OTHER BUILDING ELEI1ENTS Table 17-A EIEI'MNT MATERIAL FIRE RATING NOTES AND EXCEPTIONS fnterior Bearing wall ANY NONE fnterior nonbrg wal1 ANY NONE Structural f,'rame ANY NONE Exterlor Struct Frame See footnote *1 Shaft Enclosure ANY t hr Floor,/Ceiling Assembly ANY NONE Roof,zCeiling Assenbly ANY NONE Stairs ANY NONE
I'OOTNOTES:
1) Minirnun on exterior side also based on exterior brg. wall reguirements.
Based on sectlon 3202. (b)
The roofing on thls building is not reguired to be fire retardant.
EXIT NOTES:
The maximum rise of a step is 7 inches and the mininum run is 11 inches. -- Sec. 3306. (c)
The minimum width of a stairway 1s 36 inehes, 44 inches if the occupant load is greater than 50. -- Sec. 3306.(b) See section
3303. (b) when occupant load is greater than 183.Provide a guard rall where drop off is greater than 30 inches.t{imlnun height=42 inches, naximun opening size=6 inches. -- Sec.
1711.
The ninimum headroom is 6 ft.- 6 inches. -- Sec. 9306.(p)The maximum travel distance in this bullding is 150 feet. -- Sec.
3303- (d)
FOR SECTION * 2
NORTH
ExrERroR lut* RArrNcs AND opENrSilrEcrroN
EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRC NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALI WALL PROT WALL WALL PROT I{AIL WALL PROT'R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None thrx l}r3* NOP
M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None thrx thr* NOP
The exterior walLs may be of COMBUSTIBTE material .
None -- No fire protection requirements for openings.Prot -- Openings are to be protected with 3/4 ht fire assemblies.
50% of the area of the wall maximum. Sec 504. (b)
NOP -- Openings are not permitted in this wall.* -- These walls may be required to have a parapet wall 30 inches
above the roofing. The parapet wal1 is required to have the same fire rating as the wall. See section 1709. for details and exceptions.
OTHER BUILDING ELEMENTS Table 17-A ELEMENT MATERIAL FIRE RATING NOTES AND EXCEPTIONS Interlor Bearing waII ANY NONE Interior nonbrg wall ANY NONE Structural Frane ANY NONE Exterior Struct Frame See footnote *1 Shaft EncLosure ANY t hr Floor/Ceiling Assernbty ANY NONE Roof,/Celling Assenbly ANY NONE Stairs ANY NONE
FOOTNOTES:
1) Minimum on exterior side also based on exterior brg. wal] requirements.
Based on section 3202. (b)
The roofing on this building is not required to be fire retardant.
EXIT NOTES:
The maximum rise of a step is 7 inches and the minimum run is 11 inches. -- Sec. 3306. (c)
The minimun width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. -- Sec. 3306.(b) See section
3303. (b) when occupant load is greater than 183-Provide a guard rail where drop off is great€r than 30 inches.
Miminum height=4Z inches, maximum opening size=6 inches. -- Sec.
1711.
The minimum headroon ls 6 ft.- 6 inches. -- Sec- 3306.(p)
The maximum travel dLstance in this building is 150 feet. -- Sec.
3303. (d)
The area separation wall is required to be a 2 hr fire assembly.
3"30.i::l"Hi: ?:1":ilnG":;::ti:i:1";:"11" "tju -- sec 505 (e)3
ADDITIONAL REQUIREMENTS BASED ON OCCUPANCY
For R,3 occupancy
Provide a window or door to the exterior from every room used for sleeping. -- Sec, L2O4.
A window rnust provide a clear open area of 5.7 sq.ft., a clear height of 24 inches, and a clear width of ZO inches(minimum). -- Sec. tZO4.A11 habitabre rooms require exterior glazed openings equal to 10% or more of tha floor area, (min 10 sg.ft.) -- Sec. 120b.(a)AlL habltable roorns reguire an openable exterior openings equal to 5%or more of the floor area. (min 5 sg.ft.) -- Sec. 1205.(a)
The mlnimum ceiling in a habltable space is ? feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. --Sec. -- 1207. (a)
For M1 occuBancy
FINAL INSPECTION'S COMPLETED
The belol items need to be complete before
giving a pennit a final C of 0.
Please check off in the box provided.
FINAL ELECTRICAL
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
TEMP0MRY C of 0 N
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,,1
ARIHURI.MEARS, P.E.,
Natunl Flazar& Cmulunu
INC.
222 Ean Cofiic Ave.
Gnniron, Glondo 81230
30?-ut.t236
May 16, 1988
Mr. John Nilsson
Vacation Properties
286 Bridge Street vail, co 81657
Dear Mr. Nilsson:
The avalanche-loading analysis on a proposed building on Lot 20-4 provided in this letter follows the- reiommendations- given in-my May 7' 1988 letter to you. rn this previous reconnaissance avalanche.study, r concluded that Lot 20:4 and the buirding site were wit_hi_n range of "design-magnitude,' 10o-year avalanches and recommended:
a. _ Conpute the velocities and energies of design avalanches at this location; and
b. A-pply the avalanche energies derived in rarr to a specific structure size, shape, and orientation such that design loads can be obtained.
objectives "a." and .b" are obtained in the enclosed anarysis.
DESIGN-AVALANCHE CHARACTERI STICS
Two types of avalanches can reach. the building site: (a) dry-flowing/powder avalanches, and (b) wet-snow a-valanches. Both have been considered in the analysis of toading criteria.
The powder-blast portion of the design dry-snow avalanche wirr impact the south waI1 0f the buildi-ng at ?6 n/s (58 mph)r and groducg a. slaq{ralion glere of 70 tasyf:-z. This preisure is
lpproxamatery twice the rateral wind loacl used in conventional design of buildings in aqcordance with uniform nuirding coJe standards. Because powder avaranches are deep and diffu.Lr-th.pressures wiII load the entire south side of the p;;;";a structure, similar to a wind load.
wet snow and/or dry-flowing avalanches wilr cross Gore creek and ascend the north bank, slowry depositing dense avaranche snow against the lower portion of th-e south luiiaing wall. This snow load will be similar to_a "hydrostatic,' road, i-ncreasing ir".-iio rbs/fa2 at the base of tne'aeposit to zero at it. top, 8 feet above grade.
lrtdlt Watth,g . Aelorh?t . A0,l',rcl? G'|t'r/l Engtruedag
O
WITH
Figures I and 2 show the applied loads with respect to the proposed structure. These drawings rdere obtained from Environmental Design Architects, and dated S/tl/gg. Any substantial revisions to these drawings and plans may'invalidatl the loading analysis provided here.
Fiqure I is a plan view and sinpry shows the direction of the appried avaranche _loads. Both powder-avalanche and wet and dry flowing avaranche loads act in the same direction and both roal only the south walr of the buirding. The stagnation pressures also load the roof structure.
Figure 2 is the East Elevation view. This shows the "hy_drostatic" pressure wedge and stagnation pressure which is appried to the entire south surface. The hydrostatic pressure and the stagnation pressures do not act simultaneously.
The following tabre summarizes the nagnitudes and characteristics of the avalanche loads.
AVALANCHE-LOADI NG CHARACTERI STICS
Load Type
stagnaiion
Hydrostatic
THE BUILDING LOAD INTERACTION
Magnitude
70 tbs/tt2
Comments
Uniforn "Wind" Load
lri tzo tast static toads
The structurar engineer or architect should use the avaranche loads provided in t_his report to determine if the proposed structure is stable with respect to the loads. Large gliss areas facing the avalanche_are, in general, undesiraUle uiteis they are also designed to withstand the applied 1oads.
As a general rure, structuraL failure can be torerated if such failure does not endanger buirding occupants or precipitate widespread failure of the structure.
Buirding in any avalanche zone wi1l, of course, increase the general risk frorn avalanches because total exposure time wilr be increased. This increased risk must be undeistood and accepted for those building and living in avalanche areas.
Si4cerely r.
(JrrL, /l,t,pn rt "l* P4 Arthur I. Mears, P.E.I
(B)
L
t
FIGURE 2. East El-evatFn vlew showlng l-oacls
against south wal-} .
(l) "Hyd.rostatic" load fron wet avalanchesi
pressure wectge lncreases fron.0 4t topt
I feet above grade lo t20 lbs/ft' at base.
(n) "Sta6natlon" pressure fron powd,er avalanche.
Thls 1s eouivalent to a unlform wlnd load of
?A Lbs/ttz and acts over the entlre south
surface of the bulJ-d.lng.
Loacls "At' and '8" are not slnultaneous.
I
1 J
tY.t'T,4 Aw
C
l,l ,b
h
[|r,
I
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FIGURE 1. PLan vJ-ew, showing d.lrectlon of
wet-snow (hyrlrostatic) pressure and poriler_
avalanche (stegnatlon) pnessure. Loads are
not slnultaneous.
ScaLe 1" = 10,
-
!'IG[RE 2. East Eleln vlew showlng loatls
agalnst south wall.
(l) "Ilydroetatlc,, Ioa.d. fron ret arralanchesg
p:""Y""- wed.ge lncreases from ^0 Bt top,U feet above 6raile to 120 Jls/tta at base.(s) -stagnatlon,' pressure fron powiLer avalanclre.
Thls_ ls_egulvalent to a unlforn wlnd 1oad of 7O lbs/fla a^ndl. acts over the entlre eouth surface of the bullit1ng.
Load.s "A" and. '8" are not slnultaneous.(B)
-i:'-r', r '
I
I
FIGU8E 1. PLa,n nler, ehowlng dllrectton of
wet-snow (t{ydrostatlc) paressure and lowaler_avialanche (stagnatlon) lressure. Loads are not e!.nu1ta.neous .
Scale 1,, = 10,
)
\
ARTHUR I. MEARS, P.E.,
Natural Hazardl Consultans
,-\,, ,
INC,
(
222 Ear Gorhic Ave.
Cunnion, C,olorado 8 | 230
30) - 64t.J2)6
'/t' ',Uay 7, 1988
Mr. John Nilsson Vacation Properties
286 Bridge Street VaiI. CO 81657
Dear Mr Ni I sson :
At your request I conducted a site inspection of Lot 20-4,Bighorn Subdivision, Varl, CoIorado, on April 29, I9BB. The purpose of the site study was to determine the hazard to this lot from rockfaII, debris f 1ow, and avalanches (debris and snov,), and to assess whether, in nry opinion, construction of a duplex or single-f amily bui-Iding vras f easible.
The conclusions reported in thrs Ietter are site sncr-.i f i r. - anr'l therefore apply only to Lot 20-4. i;;-;;"[iJrr=:, o"uffio", ;;;avaranche processes differ greatly with location, conseguently,the conclusi.ons cannot be transferred to olher Iocations.
ROCKFALL
Although Lot 20-4 is located 500-to-I,?00 feet below Iimestone and sandstone outcroppings of Lhe Minturn [-ormation that wj. Il produce rockfal I , r believe the Iot itself is beyonci rockfall range. No cvidcncc cxj.sts that fal ling, rol I ing, or boundrng rocks have re.rche'd the s j.tc previously. I,'urLircrnrorc, thc energy from rockfall will be di.ssi-pated by the long colluvial fin immediately north of the I inrestone clif f , and uy trre cl.rannel of Gore Creek.
DEBRTS FLOWS AND DUBRIS AVALANCHFJS
Both debris flows and debris avalanches occur on the slopes above Lot 20-4, beginning below the lower Iimestone cliffs ind below the upper sandstone cliffs. Many of the downslope scars in the forest and large boulders located on the colluvijl fan near Gore creek have probably resulted from clebri. s f Iows and debris avalanches. However, these two processes tend to move at moderate velocities (I0-to-30 rnph, even on steep slopes ) , and decelcratc clui<:kiy slopcs of lcs:;cr <.;ra<liont, ,rucli ;,,,, t-5os;c soutl-r of Gore creek. 'I'heref ore, even the Iargest debris tlows ancl debris avalanches will stop in the creek. This conclusion is consistent with current rown of Vail debris-fIow and debris-avalanche mapping.
;re#-*/
Mas ll/uling . Aulonchu c AnlancAc Control Engineering
SNOW AVALANCHES
Both dry-snow/powder avalanches and wet-snow avaranches have been considered in this site reconnal_ssance, and both types of
'valanches can reach the site during extreme snowpack conditions..Ithough avalanches are theoretically possi-bIe at the buirding site, there is no evidence of avalanche damage on Lot ZO-4.
An estimate of snow-avalanche probability was obtained by extracting cores from the 5 largest lodgepole pine trees near the site. These trees are alI located within 60 feet north of Gore Creek, were 14" to 18" in diameter, and show no avalanche damage.Tree ages obtained were 45, 46r 50, 56, and 60 years, suggesting that, for approximately the last half century no desiiuctive avalanches have reached the building site. However, application of "encounter probability" theory indicates that there exists a 36E chance tirat the "50-year" return period avalanche wi-II not occur in any randomly-selected 50-year period and there exists a 61t chance that the "I00-year" avalanche will not occur in a half century. Therefore, the presence ot these rarge pine trees does not provide convincing evidence that Lot 20-4 is beyond the range of the size avalanche that should be considered 1n design. A study of air photographs taken in 1939 indicates that the trees sampled in this study either di.d not exist or were very small at the time of the photos. The pattern of the tree distrrbution that appears in these photos i.ndicates that an avaranche may have occulred shortly before the photos hrere taken, possibly in the
IYIU S.
Both d ry- snow,/powde r avaranches and wet-snow avalanches should be considered in design of a buitding at this Iocation. Dry-snow,/powder avalanches can cross Gore Creek and subject a building to "powder bIast" pressures sj.milar to an intense wind gust and Iasting several seconds. A Iarge avalanche of wet snow may slide into and filI Gore Creek providing a ramp for the trairrng portion of the avalanche debris, such an avalanche event wourd subject the buirding primarily to depositional snow pressures.
Tne effects of both dry and wet-snow avalanches can easiry be accommodated in building design at Lot 20-4 through reinforceinent of exposed surfaces and bracing of the buirding frame. present building design may, in fact, a Iready satisty Oesign-Ioading standards. The ciesign-loading criteria can be derived ai tollows:
a. Compute the velocrties and energies of the desrEn-magnj-tude avalanche at this location; and
b. AppIy the avalanche energies clerivecl in .,a.. to a specrfic structure size, shape, and orientation such that design loads can be obtained.
Although neither steps "a" or "b" have been done as part of this
reconnaissance study, experience with avalanche force and behgVior in t}te lilestern United States in general and Vail in part,i.eular indicates that building at thrs iocation is feasibre.
I recomrnend that steps rarr and !,bu be completed prior to construction to ensure the proposed structure wi. lr safely withstand avalanche loads. This would follow currently-acceptel :ngi-neering criteria for buildrng i.n avalanche areas -and would aLso satisfy Town of VaiI requirements.
Please contact me if you have any questlons.
Sincerel y,
)nt^.l.rfinna Arthur I
AM:lc
Encl.
Mears, P.E.
SA Insurance Corpo
Crmmitment
tE[#'
for Title Insurance
Title USA Insurance Corporation, Dallas, Texas, A Texas Corporation, herein called the Company, for valuable
consideration, hereby commits to issue its policy or policies ot title insurance, as identified in Schedule A, in
favor of the proposed Insured named in Schedule A. as owner or mortgagee of the estate or interest covered
hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor;
all subiect to the provisions ot Schedules A and B and to the Conditions and Stipulations hereof.
This Commitment shall be effeclive only when the identity of the proposed Insured and the amount ol the
policy or policies committed for have been inserted in Schedule A hereof by the Company, oither at the time of
issuance of this Commitment or by subsequent endorsement.
This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and
obligations hereunder shall cease and terminate six {6) months after the effective date hereoJ or when the
policy o, policies committed for shall issue, whicheverlirst occurs, provided that the failure to issue such policy
or policies is not the fault of the Company. The Commitment shall not be valid or binding until countersigned by
an authorized officer or agent.
lN WITN€SS WHEREOF. TitleUSA Insurance Corporation has causedthis Commitmentto b€ signed and sealed
as of the effective dste of Commitment shown in Schedule A.
Title USA Insurance Corooration
t,/""2* l/ lt;rnm-
Attest: Secrctaty
€r*-rf*XZ;:
Au,horizdd C ou n tersion atu rc
AMERICAT{ LAI{D TITLE ASSOCIATION COMMITMENT TO INSURE 1971
liJ6 cs 20ft:laar
Prepared for:
VACATION PROPERTIES
286 BRIDGE STREET
vAlL, c0.81657
CCf s fo:
VACATION PROPERTIES
t,l. F. Vigor
SCHEDULE A Guenter L. Grothe
ATTN: John Nllsson
Customer Re ference:
GF No' 301361-c
lE/bv 1 Ef tective date: Apr i | 2g, l ggg at 7:00 A. M.
2. Policy or Policies to be issued:
(a) r ALTA Owners Poticy -
Proposedtnsured: W, F. VIGOR
(b) :- ALTA Standard Loan Poticy,
Proposed lnsured.: TO BE DETERMINED
Inquiries should be directed
loCynthla A. Ryan
,o,'
-l-
tnro ,, rr,;;;:
Coverage - 1970 $1001 000- 00
3' The estate or interest in the land described or reterrec to in this Commitment and covered herein is'
FEE
4. Tiile to said estate or interesl in said land is al the effective date hereot vested in:
GUENTER L. GROTHE
5. The land relerrcd to in this Commitment is located in the County ot Eag I e
State ol Colorado and described as follows:
LEGAL DESCRIPTION SET FORTH ON SHEET ATTACHED HERETO AND BY THIS
REFERENCE INMRPOMTED HEREIN AND MADE A PART HEREOF.
0wnerrs Premlum: 5 434.25
Lenderts Premium: $ 40.00
Addrl Charges: $
Tax Cerfif icate: $ 5.00
Survey Charge: $
T0TAL CI-IARGES: $ 479.25
AMERtCtlt L ltD TtTtE AssoctATtox copyntcxT rgn (REv.l
tcr.rEoult a
FOnM rG OS .OI1607tt
.l
SC|IEDULE A - continued Order No. 301561-C Plat l.D. No.
Covering the Land in the State of Colorado, Counfy of Eagle
Descr ibed as:
Lol 20-4, B IGHORN SUBD lV I S lON,
Resubdlvision of Lot 20, Amended Plaf.
SCHEDULE B-I
l. Thc lollowing are the requiremenls lo be complit d witlr:
1. Instrumenls necessary to creale the estate or interest to be insured must be properly executed,
delivered and duly filed for record.
2. Paymcni ol lhe consideration for the eslate or inleresl lo be insured.
3. Paymcnt of all taxes, charges, assessmenls. levicd and assessed against subiect premises. which
are du[ and payable.
4. Salislaclory evidence should be had that improvemenis and/or repairs or alterations thereto are
completed: that contractor, subcontractors. labor and materialmen are all paid.
5, Deed from Guenter L. Grothe to W. F. Vigor.
6. Deed of Trusf from W. F. Vigor to the Public Trustee of Eagle Counfy
for the use of a lender to be determined, to secure $1001000.00.
7, Evidence satisfactory to the Company or its duly authorized agent
fhat the rrreal estate transfer taxtr imposed by Ordlnance No. 26;
Series of 1979, of the Town of Vail, Colorado has been paid, and +hat
the lien imposed by Section 11 thereof has been fully satisfied.
.t No. 101561 -C
SCHEDULE A'I
aMERTGAN LAND TrrLE AssocrArloN copyRrcHT ro71 (BEv,) FoRM 106 Gs 7sMr083r'
SCHEDULT B-II ot*.. 3o1i6r-c
ll Schedule B of the policy or policies to be issued will contatn exceptions lo the followina matters unless the same are
drsposed of lo the satisfaclio'r of the Company:
1, Rights or claims of parties in possession not shown by the public records.
2. Easements or claims of easemenls. nol shown by the publrc records.
3. D,screpancies, confllcts in boundary lines. shorlage In area, encroachments. and any facts which a correcl
survey and Inspectron ol the premises v,,ould drsclose and which are nol shown by the gublic records.
4 Any lien. or right to a lien for services. labor or malerial theretolore or hereafter furnished, imposed by la$
and not shown by the public records.
5. Defects, liens, encumbrances. aciverse claims or other matters. if any. created. trrst appearing in the public
records or allachino subseouent to the ettectrve dale hereof but pnof to the dale the proposed rnsured
acqulr€.s of record for value tire estate or interesl or morlgage lhereon covered by this Comrnitmenl
7.
8.
Ex0eptrons numbere j are hereb,)' omitLe.-l
Taxes due and payable; and any tax, special assessmen+s, charge or llen
imposed for water or sewer serv ice, or for any other special taxing dlstricf.
Right of way for ditches or canals constructed by ihe authority of
the United States, as reserved in United Stafes Pafent recorded
November 22, 1939, in Book 123 at Page 625.
Ten percent non-participating royalty in and to proceeds derived
from the sale of any minerals of whatsoever kind or nature,
Droduced and mined from the said orem ises as reserved to Gust
Klahtipes and Eva J. Kiahtipes by Deed recorded November 2, 1962,
in Book 166 at Page 407, and any and all assignments +hereof or
interests there i n.
Restrictions, which do nof con+ain a forfeiture or reverter clause,
but qnitting restric+ions, if any, based on race, color, religion
or national origin, as contained in instrumenf recorded December
20, 1962, in Book 174 at Page 403, as amended by instrument
recorded May 5, 1963, ln Book 175 at Page 81, and September 19,
1963, in Book 175 at Page257, and March 25, 1983, in Book 356 at
Paoe 17.
Easemeni and right of way for sewer line purposes, as reserved by
Raynrond Cofe in +he Deed to Upper Eagle Sanitation Distrlct,
recorded August 1, 1970, in Book 218 at Page 418, affectlng the
descr lbed property.
Utlllfy and drainage easements as shown on the Plat of sald
Subdivislon, said easements being 10 feet wide.
12. Any and all unredeemed tax sales.
N0TE: Upon receipt of a Cerfificate of Taxes Due evidenclng that
there are no existing open *ax sales, the above excepiion will not
appear on the pol icies to be issued hereunder.
S[^o'J "o^
t."v
10.
'l l.
s(.HtDUtr I rr
F()8M J()6 65 ?0M ?83rr
lc(]L( rRAD()i AMEETCAN LAND TTTLE ASSOCTATTON COpyRtGHT 1971 (REV.I
CONDITIONS AND STI PULATIONS
1.Theterm'mortgage,"whenusedherein,shall include deed of trust, trust deed, or othe, securily instrument.
2. ll the proposed Insured has or acquires actual knowledge of any del6ct, lien, encumbrance, adverse claim
or other matter affecting the estate or inlerest or mongage thereon covered by this Commitment other
than those shown in Schedule B hereof, and shall fail to discloso such knowledge to the Company in
writing, rhe Company shall be relieved trom liability for any loss or damage resulting irom any act ol
reliance hereon to the extent the Company is prejudiced by failuro to so disclose such knowledge. lf the
proposed lnsured shall disclose such knowl€dgs to the Company, or il the Company otherwise acquires
actual knowledge ot any such defecr, lien, encumbrance, adv€rse claim or other maner, lhe Company at
iis option may amend Schedule B of this Commitmont accordingly, but such amendment shall not relieve
the Company from liability proviously incurred pursuant to paragraph 3 ot thes€ Conditions and Stipulations.
3. Liability of the Company under this Commitment shall be only to the named propos€d Insured and such
parti€s included under the detinition of Insured in the form of policy or policies committed for and only
for actual loss incurred in reliance her€on in undenaking in good taith (a) to comply with th6 requirements
hereot, or (b) lo eliminate exceptions shown in Schedule B. or (c) to acquire or create the estate or interest
or mortgage thereon covered by lhis Commitment. In no event shall such liat ility exceed th€ amount stated
in Sch€dule A tor the policy or policies committed for and such liability is subject to the insuring provistons,
lhe Conditions and Stipulations, and the Exclusions trom Coverage of the form of policy or policies committed
tor in tavor ol ihe p.oposed Insured which are hereby incorporatod by reference and are made a part
of this Commitment excegt as exoresslv modiiied herein.
4. Any action or actions or rights of action that the proposed Insured may have or may bring against the
Company arising out ol the status of the title to the estate or interest or tha siatus of the mongage thereon
coversd by this Commitment musl be based on and are subject to lhe provisions of this Commitment.
\) ' 1'u
APPLICATION DATE:
a/
r);lt .,/
,'1 Wl tl | | ..'-1 ',,.'
*****THIS APPLICATION I.IILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBIIiTTED*****
I. PRE-APPLICATION MEETING:
A pre-appijcatjon meeting with,a planning staff member is strongly suggested to
determihb it any additional information is needed. No application will be accepted
unless it is complete (must include all items required by the zoning administrator).
It is the appiicant's responsibility to make an appointrnent wjth the staff to find
out about additional submittal requirements. Please note that a COMPLETE applica-
tion will streamline the approval process for your project by decreasing the number
of conditions of approvai that the DRB may stipulate. ALL conditions of approval must
be resolved before a building permit is issued.
,
A. PROJECT DESCRIPTION:
t'
DATE OF DRB }IEETII{G:
DRB APPLICATION
B.LOCATION OF PROPOSAL:
Addres s
Legal Description
Zon i ng
c.NAME OF
Lot--Ee:-{-r,oro 4hn &
7-=-=/z-{?gr
tr
sz7 t@ -1//*?
F.be paid at the time a bujlding permit is requested.
FEE
10.00
I5.UU
$200.00
$300 .00
$ 0-$ 10,000
$10,001 -$ 5o,0oo $5o,ool-$ 15o,ooo
,li.^ ^^r A F^^ ^^$rs0,001 - $ 500,000
$500,001 - $1,000,000 $ Over $1,000,000
h
)
1.
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
In addition to meeting submittal requirements, the applicant must
to indicate property lines and building corners. Trees that wjll
should also be marked. This work must be completed before the DRB
-i la ) | uE.
stake the site, -be removed ./'
vi si ts the
2. The review process for NEl,l BUILDINGS will normally involve t.'o separate meetings
of the Design Review Board, so plan on at least two meetings for their approva'l .
3. People who fail to appear before the Design Revierv Eoard at their scheduled
meeting and who have not asked for a postponement wi1l be required to be
republ i shed.
APPL I CANT :fuget/
FO
ure
DRB FEE: The fee wi I I
VALUAT ION
Address -^g z/y/,ar .ltKe ,w _ telephone teZ_ltS7
D. NAME OF APPLICANT'S REPRESENTATWC, *O.IAI NIK.nAAN
!
Addres
NAI'IE O
Si gnat
Addres
Ol^lNERS:
t \
4. The following items no longer have.to be presented-to.the Design-Revie" 1911d'iil;y,"h;;r"i, nuu. to be fresented to the Zoning Administrator for approval:
a. windows, skylights and sim'i lar exterjor changes that do not alter the
existing plane of the bui lding; and
b. Building additions that are not vjewed from any other lot or publi:_:l?:t'
"nicn niu" had 'l etters subrnitted from adjoining property owners approvlng
the additionl-anJ/or approval from the aient f6r', or *a-nuget of a condominium
associ ati on .
5. You may be required to conduct Natural Hazard Studies on your property. You should
check ilith a Town Planner before proceeding-
rt O
oooou* G,/+6ie AR E,7h,L
LITILIfi LOCATION VERIFIC.\TION
JOB
The location of utilities, rvhether they
lines, must be approved and verified by
accompanying site plan.
be main trunk
the fol I owing
Mountai n Bel I
I -634-3778
Westegn/slope Gas
Ha,/ry Moyes
Publ j c Serv ice Company
Gary Hal1
lines or prooos eC
utilities for the
Da te
4--tz- r(
7tulrr
---T--Holy Cross El ectri c Assoc.
Ted Husky/Michael Laverty
Vail Cable T-V.
Gary Johnson
Upper Eagl e ti al'l ey Water
anci San itaii on Discri ct
David Krenek
l-,fif * For new co ns
pl ease fi l l or
ariached sheet
n\"-lL
SUBD IVI SION
FILING
Authori
?id^"Js
'1/az/rr 7--7-
/$sr
NOTE: These verifications do not relieve the contractor of his
responsibility to obtain a street cut pernit fron the
Tor'n of Vail, Departrnen! of Public Works and to obtaj'n
utility locations before digging in an1' publi.c right-
of-way or easenent j.n the To r'n of Vail. A' building pernit
is not a street cut pernit.
obtained separately.
A street cut Derni-t nust be
This forn is to verify ser',rice availrblity and location.
This should be used in conjunction with prepering your
utility plan and scheduling installations.
v
-
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
iilii ro
ADDRESS:
0tlNER
ARCH I TECT
ZONE DISTRICT
PROPOSED USE
LOT SIZE
Hei ght
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Si des
Rear
!,later Course
Site Coverage
La nd s ca p'i ng
Fence/Retaining Wa1 I Heights
Parki ng
Credits: Garage
Mechani ca i
Ai rl ock
Storage
Sol ar Heat
Drive: Slope Permitted
Envi ronmental /Hazards :Aval anche
Blocu 7,*l--- K,6r4ng
Al I orved
( 3o) (33)
<t'l3l
r.+4? )
Kq
Proposed
-qqT>q|qz -
w
20'
15'
l3
(30)(50)
AK
/-S t*
c(
I o!
af
(3oo)(600)
(eoo)(:.2oo)?
(so) (1oo)
(25) (50)
(2oo) (4oo)
e1- t SloPe Actual
Y . -r-.-A q6L tso
/9rza-o
tr ^ lr.r-
F'lood Plain
Sl ope
t,|etl ands
Geologic Hazards
Comments:
a-izo +
' ; l-ro*'- tt"lo1
Zoni ng: Approved/Di saPProved
Date:
Staff Signature
a LIST
It (t '., t
.
NAME OF PROJECT:. LEGAL DESCRIPTION:
STREET ADDRESS:
DESCRIPTION OF PRO
The folloling information is required for submittal by the applicant to the llesign Review
Board before a fjnal approval can be fiven:
A. BUILDING MATERIALS: TYPE OF MATERIAL COLO,R
Roof
Si di ng
Other Wall Materials /&E /
Fasc'i a
Soffi ts
}Ji ndows
}Jindow Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Flashr'ngs
Ch i mneys
Trash' Encl osures
Greenhouses
0ther
B. LANDSCAP ING:Name of Designer:
pnone:
PLAI{T MATERIALS:
PROPOSED TREES
Botanical Name
EXISTING TREES T0 Pcq ," (
BEREI'lovED Ausaba Arbl- %,
L o Lo'Krl"af*(4yrvc-e
)nd4efnl e
for conifers.
(over)
-st(?
*Indicate caliper for deciducious trees.Indicate he'ight
rt O
PLAIIT IIATERIALS:
(con't)
SHRUBS
EXISTING SHRUBS
TO BE REiIOVED
GROUND COVERS
Botani cai Name Comnon Name Quan i tv
,&L
@!&lrrtr%rin ; dqr,/k--U / 64C
/
Square Footage
/-ryiA?,r,cn
Size
Type
s0D
SEED
I I f :: Uf
I RRI GATI ON
TYPE OR }IETHOD OF
EROSION CONTROL
/F) 7<dq/
C. OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming poo1s, etc.) Please specify.
,! ,,"
l.'\'.'" l,{l'
I'l . \r.i\
Nl) rI rri'
t
-
MATERIAL TO BE SUBI"IITTED
NEl.J CONSTRUCTION
Topographic map and site plan of site contajning the following (2 copies):
1. Licensed surveyor's stamP.
2. Contour intervals of not more than 2' unless the parcel consists of 6 acres or
more, in which case, 5' contour intervals wjll be accepted.
3. Existing trees or groups of trees having trunks with diameters of 4'or more
one foot above grade.
a/ 4. Rock outcroppings and other sign'ificant natural features (large boulders,
i ntermi ttent streams , etc. ) .
5. Avalanche areas, 100 year f1 ood plain and slopes 40% or more, if applicable.
6. Ties to existing benchmark, either USGS landmark or ser.rer invert.
7 . Locations of the fol i oli ng:
a a. Proposed surface drainage on and off site shorving size and type of
cul verts , swal es , etc.
-yA. Exact I ocat j ons of al I uti I i ti es to i ncl ude
service lines from sources to the structure.
cabl e TV
Tel ephone
/ c. Property lines showing d'i stances and bearjngs and a basis of bearing
r' d. Proposed dri velays with percent slope and spot elevatjons
/ e. Al I easements
Exi sti ng and fi ni shed grades .
All existing and proposed improvements including structures, landscaped areas,
service areas, storage areas, wa1ks, driveways, off-street parking, loading
areas, retaining wal ls (with spot elevations), and other site improvements.
Elevat'i ons of top of roof ri dges (with existing grade shown underneath) to
determ.i ne height of building.
{l stut"ment from each utility verifying location of service and avaiiabiiity. To
be submj tted wi th si te p1an,
C. Preliminary tit1e report to accompany a1l submittals, to insure property ovlnership
and all easements on property.
D. Landscape P'l an (1" = 20' or larger) - 2 copies
1. Shot'r the location of 4" diameter or larger trees, other shtu6s anO-iiative olants th,are on the site and the location and design of proposed landscape areas with
the varieties and approximate sizes of plant materials to be planted. N
2. Compiete landscape materjals list.
3. Designate trees to be saved and those to be lost.
As much of the above'i nformation as possible should occur on the site p1an, so that
the inter-relation of the vari ous components'i s clear. The iandscape plan should be
separate. The existing topographic and vegetational characteristics may be a separate
map. The applicant must stake the site to show lot lines and building corners. Trees
that w'i ll be lost duri ng construction must be tagged. The work should be completed
before the DRB site visit.
f^.
/
(
v
10.
Y
existing sources and proposed
UtiI ities to include:
s et/e r
wa ter 9as
el ectri c
o.
rl
i NOTE:,/
-7 Architectura'l Plans (1/8" = l' or larger) 2 copies
. i. Must include f'l oor plans and all elevatjons as they will appear on completion.'Eievatjons must show both existing and finished grades.
Z. Exterior surfacing materials and colors shall be spec'i fied and^submitted for
review on-ih" mat6rials list ava'i lable from the Department of Comqun'ity Oevelop-
ment. Cofoi cnips, siding sampies etc., should be presented at the Oesign Review
Board meeti ng '
F. The Zon.i ng Administrator and/or DRB may require the submission of additional plans,
drawings, speciiiiations, samples and other material (including a model) if deemed
necessary ro determine whether a project wiil comply with des'i gn guidelines'
II. MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS
photos or sketches that clearly indicate what is proposed and the location (site plan)
of proposai muy be submitted in lieu of the more formal requirement: S]vql above' as
long as tney provide all important specifications for the proposed including colors and
materials to be used.
III. ADDITIONS - RESIDENTIAL OR COMMERCIAL
A. Original floor plans with al'l specifications shown
B. F1 oor plan for additjon - 2 copies
C. Site plan showing exist'i ng and proposed constructjon - 2 copies topos
D. Elevations of addition
E. Photos of existing structure
F. Specifications for alI materials and coior sampies on materials list available at
Department of Community Development
At the request of.the Design Review Administrator you may also be required to submit:
G. Statement.from each util ity verifying location of service and availabjlity. See
attached"util ity location verification form'
H. Sitp("improvement survey, stamped by reg'i stered professional surveyor.
,/I. /reliminary title report" veni fying ownership of property and'l ists of easements.
IV. FINAL SiTE PLAN
After a bujlding pernit has been issued, and when the proiect is underway, the following
will be requirei b"tor" any building receives a framing inspect'ion from the Bui'l ding
Department: A certified improvement survey show'ing:
A. Bujlding locations wjth ties to property corners, i.0. djstances and angles'
B. Bujlding dimensions to nearest tenth of foot.
C. All ut.ility service lines as-builts showing size of lines, type of materjal used'
and exact locations. 2 coPies
D. Drainage as-bui'l ts. 2 coPies
E. Basis of bearing to tie to section corner'
F. Ai'l property pins are to be ejther found or set and stated on map'
G. All easements
H. Bui lding floor elevations and roof ridge elevations'
U t
DATE 7-tz-elt
APPLICATION FOR
MINOR SUBDIVISION REVIEl,.l
(4 or fewer lots)
B.
a
APPL I CANT
ADDRESS g
NAME OF APPLICANT'S REPRESENTATIVE
MAILING ADDRESS PHONE
NAME
tvpe )
0F PR0PERTY OI{NER(S) (pri-nt or
OtllNER'S
MAILING
S IGNATURE
/?2 ///f
PHONE
E.FEE $100 PAiD
F. MATERIAL TO BE SUBMITTED
The subdivider shalI submit three (3) copies, two of which must be
mylars, of the proposal following the requirements for a fina1 plat as
found in Section .l7..l6..l30 of the Subdivision Regulations. Certain of
these requirements may be waived by the zoning admjnistrator and,/or the
Planning and Environmental Commission if determined not applicable to the
proj ect.
G. An environmental report may be required if so stipulated under Chapter
18.56 of the zoning code.
H. The Department of Community Development will be responsible for seeing
that the approved plat is promptly recorded with the Eagle County Clerk
and Recorder.
Include a l ist of all adjacent property owners (including those behind
and across the street) with their mailing addresses.
Your proposal will be reviewed for compliance with Vail's Comprehensive Plan.
.:-
\
NAME OF
MAILING
PHONEy'?22//T4
tzle{
Farz4 ADDRESS
D.LOCATION OF PROPOSAL (ADDRESS){asc, G/n-*lt). An. Atf hrL
torc 2o{ BLocKS -SUBDIVISION Ta ft*ln-
I.
, lfgerl.
J.
-{Fnlg"----
INTER-DEPARTMENTAL REVI El^l
PROJECT:
DATE SUBMITTED:
Comme t(
PUBLIC HORKS
ReviewedW, KA ou
nts:
e 5qa,^-t e4:€r4e).Jru z/S7Eb
L2)
(i
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
(4ect DEtv€'1J4e Ctrl-vt/ t/
,4,gt, -7'41" r. .''e 'q'' 'r*o L' . ")). tt ''
/^/ f.,,'Z 7nA-r/o ^r /' "'J 7t/< t) ( '1 t :rJ '
FIRE DEPARTMENT
Reviewed by:
Comments:
POLICE DEPAR]I'IENT
DATE OF PUBLIC HEARING
/r'J __ .c.€ /acpocf */O f #//
Czt-'- -'r / ".,tC a;-..+',1 ,/le 7'/4 t
Date
Reviewed by:
Corrnents:
Date
RECREATION DEPART}IENT
Reviewed by:
Comments:
Date
.T
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