HomeMy WebLinkAboutVAIL VILLAGE FILING 3 BLOCK 3 LOT 3 LEGAL<?
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Developer:
Projeci Number:
lmprovement Complelion D
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Name:
CASH DEPOSIT FORMAJ
Legal Description: Loi
Subdivision: \h;
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9 aayol Deca.,bct .zooL.
(the 'Developef), and the Town of
Vail (the 'Town").
of the Temporary Certificate ofWHEREAS. the Developer,a condition of approval
for
(address, legal description, and project number)io enter into a lmprovement
Agreement: and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of cerlain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specificalions
filed in the office of the Community Development Department of the Town of Vail; and
WHEREA.S, the Developer wishes to provide collatenl to guarantee performance of this
Agreement, including completion of the all improvemants referred to in this Agreement, by means
of the following:
The Developer agrees to establish a cash de-5psit account with the Town of Vail, as
''''tatescrow agent, in the amount of $as collateral
complelion of all improvements refendd to in this Agreement, in the event
default under this Agreement by ihe Developer.
NOW THEREFORE, in consideration of the fcllowing mutual covenants and agr€em€nto,
the Developer and the Town agree as follows:
1. The. Developer agrees, at its sole cost and expense, to fumish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The ,,,
Developer agfees to complete all impqqvements referred to in this Agreement on or before the lz-'
Oa7 ct 5rl.tl, 2oatlPThe Developer shall complete, in a good workmanlike
m"nner:-:iilffifGr.eitJEfe-neo to in this Agreernent, in accordance with tl approved plans
and specifications filed in the office oi the Community Development Department of the Town of
Vail, and to do all work incidental therelo according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the saiisfaction of, the Town Planner, the Town Engineer, the Town Building
OfficL., :':!.her official from the Town of Vail, as affecled by special districts or
servic: :iii;icts, as their respective interesl may appear, and shall not be deemed
cornplete until approved and accepted as completed by the Gommunity' Develooment Deoartment and Public Works Deoartment of the Town of Vail.* o. Ju*. ^lare.r ddQ bs \f al4roptu& bap0 *y toae
aru#f.,,L.o^,o^.,*#,"f.,..00'.*f !;ulhc"' d th Ttwa 6p 1r41,
1.d gIor.-slB-0t 6 JaJJaPqS al.loag eoo:6o eo EI c.g
2' To secure.and guarantee per',cn13n6" of the obligations as set forth herein, theDeveloper agrees to provide colraterar as folrows, "' er (tre uurrgcrrr,,rrs as se
A CaSh deDosit a..6r,,.rr urirh rha T^...- -t, ;-, hil,i: :":1,,',i,::Eii,l"%L?i ;: :ffi[fiT:l jl l]?ffiH:greferred to in this agreemer( in the event there is a default uncer th,is Agreementby the De.reloper.
3' The Developer may at any time substitute the collateral originaily set forth abor€for another form or ""1{.'1or.iori"r;;"i;;;;abre to the Town to guarantee the faithtulccmpletion of those improvemenls referred io h;in in this Agreement and ihe pertormance of
11"- ,l?tt". o.f this Agreement Such ".."pLn." ov the Town of alternative secunty or coltateralshall be at the rown's scre discretion -, r' 'v ' v"' I \'' q'(s'
' ''rrrvv
4' rhe Town sha, noi, nor shalr any officer or empioyee thereof, be riabre orresponslble for any accide_nt. loss or damage naffening or occuning to he work specified in thisAgreemenl prior to the completion.
"no "i""piJrice oi the same, io, shall the Town, nor anyofficer or employee th"*gfl !9.ligor" f*;il rffio*ns or property injured by reason of the naturecf said work, but ail cf saio iiacirities tn"ir cJ""c .-re hereby assumec by the Deveroper.
The Developer hereby_agrees to. inciernnify and hold harmless the Town, and any of lts
STTrs-' 1S-"nO.1nC glnClgvees against any losies, claims, damages, or tiabitities ro which thEI own or any of its officers,..agents or empioye"s may become *q""r 6, lnrofar as any suchlosses, ciaims' camages or tia6ilities 1or ""ii"i" ii r""pect thereof) arise out of or are based uponany pedormance by ihe Developer hereunder; and ihe Developer shall i,eimburse the Town forany and all legai or other expenses reasonabiy incuned by the Town in connection withinvestigating or defending any such loss, craim, d?mas1 r"Lr,ty oi ".iion. This indemnityprovision shall be in addition to any other tiauitity wtricn tne- deuetop6r;yl;;..
5. . lt is mutually-agreed that the Developer may apply for and the Town mayauthorize a partial release of the collaterai Je-positea-wiitr ine Town for each category ofimprovement after ihe subject improvemeni iJ-Ionstructed in compliance with all plans andspecificalions as referencei hereunder anc acceGa by the Town. Under no condition shall thedcllar amount of the collateral that is ueing nerc ol'ih" To*n be reduced below the dollar amountnecessary to complete all uncompleteci improvements referred t" i^ tt,. n!i"L.."t.
6. lf the Town determines, at its sore discretion. that any cf the improvementsreferred to in 'ihis Agreement are not .on"rrr.eJ in compriance with the lpproved prans andspecifications filed in tre office of the.corn unity oeueiopment o"p"rtr""t oJ the Town of Vail ornot accepted by the To,'rn as comprete on or'b"for" the date set iorth in paragraph 1 of thisAgreement, the Town may, but shali not ue requirea to, draw upon the security refened to in thisAgreernent and complete the uncompletec_improvements refenec to in this AgreemenL pursuantto section 12-11'E, vairrown e!e,..qe rdpilt-c;;il;;iil;pi,iy.ereo.a ro in rhisAgreement may be revoked until all i.p-uJ-.nt" refened to herein are compteted by theDe.reloper or the Town in accordance witr tfris nfieement.
F:\cdGv\FORMStOtA\OtA calh formar_1 .t ZOOA.doc page A o, 5
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lf the cosb of completing the uncompleted improvemenb referred to in this Agreementexceed the dollar amount of the deposit, thl excess. tcgether wittr inLrest at twelve percent(12%) per annum, shail be a rien ag_ainst ne proGttv
"no
may be coilectJ uv civir suit or r,"y becertified to the treasurer of Easre-cou"ty to-beGtt;; ;il;'#;-ff;L, as crerinq.=nr ad,":lTi}l?r leyieo 3gajryi.ir"t' prop"rtv. rr ihe Deveroper fairs or ,"ruio to comprere ihetmprovements refened to in tlris Rgr6erient, such faiture or rifusal shall be'considered a violalionof ritle 12 (Zoning Regurations), 6t tnu v.ir io,,rniooe, and the Deveroper shalr be subject to
Siili$,lffint to secrion 12-3-'ro (Viorations: penarties) ano ctrapteri+ (Generar F;Jv;
7' The Developer shall warranty the work and materials of all impruvements rebiredto in this Agreement located on-Town p.pdrtv or rit in a Town right-of-way. pursganr to chapbr&'3' of the Vail rown code, ror a periio ,jt ttro-years after fr" rown{ acceptance of sardimprovemenb rvrvrr - (
8' The parties hereto.mutually agree that this Agreement rnay be amended fom timeto time, provided that such amendments 5"'in 'ritin! and executed by all parties hereto.
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STATE OF COLORADO )
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My commission expires Jucra tL'?-OC\5
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srATE OF COLORAOO )
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The foregoing- ggveloper rmprovement Agreement was acknowredged before me thist DaYot- Jt-nq-u.1 ,roe\ir- "i-],._i"Ni4EiL .
Witness my hand and official seal.
My commission erpir"., /l4.nr L lL(,L 6D3
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Estimate Submittal:
Beaver Dam Road Residence
9l3to2
EARTHWORK
IRRIGATION
PLANT MATERIALS
LANDSCAPE MATEFIALS
SUB.TOTAL I'ATERI.ALS
IABOR. EOI,IP &
SUA TOTAL
Ofllc. (970t 74&1939F (970) 741t-0031
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rot-.wilt-
Dopartment of Communlty Devclopmenl
75 S, Frontage Road
Vall, CO 81657
Receiptuo. f//t/
Oate_3._l_UJ__a3_
Please make checks payable to the TOWN OF VAIL
Account No.Item l{o.Gode #Gost Each Total
001 0000 314 1110 Zoning and Address Maps ZA $5.00
001 0000 314 1112 Uniform Building Code - 1997 - Volume 1 &2 CB $50.95
001 0000 3141112 Uniform Building Code - 1997 - Volume 3 oou.o?
001 0000 3141112 International Plumbing Code - 1997 CB $36.00
001 0000 314 1112 International Mechanical Code - 1998 CB $35.00
001 0000 3141112 Uniform Mechanical Code -1996 $3s.60
001 0000 3141112 Uniform Fire Code r- tt $36.00
001 0000 314 1112 National Electrical Code CB s42.60
001 0000 3141112 Abatement of Dangerous Bldq.'s 1997 $e.95
001 0000 314 1112 Model Energy Code - 1995 $10.00
001 0000 314 1112 Analysis of Revisions to 1997 Uniform Codes $12.75
001 0000 314 1112 Other Code Books CB
001 0000 314 1211 stugl44ryErlgpr Isos BF $7.00
001 0000 314 1111 Xerox Copics XC $0.25
001 0000 314 1111 Lionsheed Mactcr Plen MS $40.00
001 0000 314 1111 Lionshead Magter Plan
'rpp.,ndices MS $20.00
001 0000 314 11 1 1 Studies, Master Plans, etc.MS
001 0000 312 3000 Contraclors License Fees nl
001 0000 240 3300 Oevelop€r lmprovement Agreement Deposit D2-DEP10 AD n.243-a
001 0000 312 1000 Restauranl License fee (TOV)RL
001 0000 230 2000 Spec. Assess.-Restaurant Fee to Co.Deot.Rev.SA
001 0000 319 3100 Greenstar Program
'110 0000 3t4 1115 Resale Commission
Resale Emest Money Deposit
)ther -MS
Other -MS
Other -MS
Other -MS
Other -MS
.001 0000 201 1000 Taxable @ .f.a% (Stato) . Tax payable TP
rc01 0000 310 1100 Tuable @ 4.5% (Townl - Retall Salo! Tax IT
I-OTAL:rL,rc^q)
Comments:
chlr;k* to{L Recclvad b$ ftCJCarh _ lloney Order #
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Trans date: ?t?41i3 Tire: ll:??ll0
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Design Revieur Board
ACTIOI{ f0il,]'l
Department of Community Development
75 South Frontage Road. Vail, Colorado 81657
tel: 970.479.2139 fax 97O"479.2452
ryeb: www.vailgov.corn
Project Name:
Prclect Descrlptlon:
Partlclpants:
Pruject Address:
363 & 383 Beaver Dam
l"egal Descrlptlon:
Parcel Number:
Comments:
Motlon Byl
Second By:
Vote:
@nditlons:
gDk
Change to approved pool fence
DRB Number: DRB020355
OWNER BDRJOINTVENTURE - TYLER, JLOIOLIaOOZ
288 C|SYTON ST STE 306
DETWER CO
80206
APPUCANT STEPHANIELORD-JOHNSON 10/0U2002 Phone: 476-6342
FriElen Pierce Architects
1650 E Vall Valley Dr., Fallridge C-l
Vail, Co 81657
383 BEAVER DAM RD VAIL |-ocauonI
Road
loe 3 Blodc 3 Subdlvlslon: VAIL VILLAGE RUNG 3
2101-071-1201-8
BOARD/STAFF ACTIOl{
Actaon: STAFFAPR
Date of Approvab l0l L5l20O2
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB apprwal does not constitute a permit for building. Please consult with
Toryn of Vail Building personnel prior to construction activities.
Planner: Bill Gibson DRB Fee Paid: S2O.OO
OglLAl,2gAz LTIAB 974476496L FPS PAGE A2
ruilN
Applicatlon fior Design Revlew
OcP|dment of @mmunity Devdopment
75 Souh HDnbgc Road, V!il, Cdorl& 81657
teh 970.{t9.2139 tuj, 970.479.2452
w*: wrY*d.vall.o. us
G€r:ral IntonruUoo:
Al pDiects rcquirhg dcsign rwiew mut rcelve apFoval prior b $bmiEing n bu,lldlng pcrmit applkation. Pl€se
|Eftt b $e submittal ruquitememt for the pafthular rpproval th.t ls r€quesEd. An .pplicatidr for Design Redew
cannd be acoepted undl all rcgufEd hlbrma6on F recehnd by tie Community OevElogrnelit Depnrtment. The
p.ojed may also need to be rwiqrcd by the Tilyn Co|,ncll and/gr the Phnning and E rvldlrnental Cornmissbn.
Dcrhn rcvhry approvrl hnrcr unlorr r bullding pcmh b lsuGd ild codctrudon EmrEnc3 wit|rln
onc ycrr cf, thc approvrl.
Dcccdpdon of tfto Rqucatl
Locetionof thePnopocalz l-gr: 7 iloac A
Owmr(r) Signrurc(6):
llame otApplicant:
TYpe of Rcviow and Fcc:
tr Signs
tr Colcegtud Revkw
O Ne$, CorEblEtiontr Addltbn
E Mlnor Altelatm
(multFfamily/cornmsrclrl)
tr Mlnor AltEratton
(singlc-family/duplex)
{ OEnges to Approved phns
' E s€paiation Requelt
Carl
i50 E15 $1.00 Fr rquae tod of bhl dgn are.
tlo Fee
i550 For const|rtlon of a n€iv bldldlng or denro/reDuild.$300 For an addition wtrat" sgr|.rE foobge is added to lny 'esilenti.l or
. _ comrnercial buldhE 0ndudes 250 addithns & lnErior conversioos).$250 For minor charpes b buildings and sltc imprornmgrts, s,Krt as,
raoofirg, finthgL whdorv addifDns, landicaping, fenc andrlt inlng watrg, ctc.
+20 For minr dranges b fuildings and ite improlameflts, crdr as,
rcrodpg, paintim, wkdow a.ldltiolE, Lndscaflng, fenes arrd
nttiating wClt stc.$20 For lwlslorrs b Canc alredy apporled by plannhg Sbtr or dre
Dqiign Ra,iery Eorflr.
No Fec
Mailing Addmrr:
IA|tLl.2^g2 14:68 976476494L
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srarenenr Nurnlccr! R0oooo3199 Arbunt: $20'oo Lo/oLl2o020t:l: *
PayrEnt lrtethod: Chsck Inlt: iIAR
otaUj.on: 5?58 Stapbt'uie
Lord-itohnadr
Psrmtt Xo: DRB0?0355 iflpe: DRB-Chg to Appr Plans
Parcsl No: 210107112018
gItE AddTEAE! 383 BEAI'BR DAI,I RD VAIIJ
tJocatlon: 363 & 383 Beaver Dan Road
Total Fees:$20.00
s?0.00
s0.00ThIs Pa],nent: $20'00 TOt,AI AXJJ Pt0tg :
Ba1anc€ 3
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ACCOT.JNT ITEM LtrST:
Account Code DescriPtion Current ffis
;--;iffi;ii;;;;'-' DEsIGN REvIEN FEEs 20'00
o9lL8l26g2 LTZBO 97647849OL
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FPS
FRITZLEN PI ERCE ARCHITECTS
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PAGE O1
September 18,2OO2
Eill Gibson
TOV Community Derrelopment
75 Soufr Frontage Road
Vail, CO 81657
EAX; @7O)47s-2152
REr 363 & 383 Beaver Dam Road
Oarification on Pool Fence
Dear Bill:
As per our meeting, attached ls dre application for a change to an apporad plan for the pool
fence. I will come by tomorrow and drop of the original and the check.
Per code vne are requircd to install a 48" fence around the pool area. We have
accomplished this on tre nolth side of the pool with the pool retaining wall and iron railing.
Due b gade on the south sidg ule can not ule the same detait without havingan 8'ull fence
directly adjacem to the pool. Our solution is to laate the pool fence in the property
between the pool wall and the south prcperty line. The intent is to have the fence blend into
the trees and lhndscape. We are proposing to use 6x6 timben, 2" black pipe rail, and black
mesh. The fence would extend undbmeath each walkway and tie lnto the walhrvay wood
Posb and the house. The location is based on ease of grade at these locations- There is a 3'
to 4'dlop in grade along the rcuth face of the East Residenoe which complicares fence
placement I uould also ask the DRB if they would be open !o a black chain link fence if it b
hldden in the trees.
Please let me know lf you need additional information. I will be bringing some additional
images to the DRB meeting or would be glad to walk the site beforc the meeting.
Thank,
Stephanie Lord.'Johnson
Fritzlen Pierce Architects
CC: Rob Fawcet, CSCC 845-2013
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FRITZLEN PIERCE ARCHITECTS
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,-il)Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Golorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Beaver Dam Residence DRB Number: DR8030032
Project DescripUon:
MdiUon of driveway gate
Participants:
OWNER BDR 02/2112003 Phone:
288 CLAYTON ST SrE 306
DENVER CO
80206
License:
APPUCANT STEPHANIE LORD-JOHNSON 0212U2003 Phone: 47ffi342
FriElen Pierce Architects
1650 E Vail Valley Dr., Fallridge C-1
Vail, Co 81657
License:
ProjectAddress: 363 BEAVER DAM RD VAIL LocaUon: EAST SIDE
Legal Descripuon: Loe 2 Bbck 3 Subdivision: VAIL VILIAGE RUNG 3
Parcel Number: 210107112019
Comments:
BOARD/STAFF ACTION
MoUon By: Woldrich Action: APPROVED
Second By: Viele
Vote: 2-1-1 DateofApproval:0512l12003
Conditions:
Cond:8
(PI-AN): No changes to these plans rnay be made without the written consent of Torun of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0006392
The applicant shall revise the driveway plan to align the gates with the garage.side
edge ofthe erisUng stone columns.
Cond: CON0006393
The applicant shall receive Public Works Department approval of a revocable
right-of-way permit, prior to installation of the gates,
Planner: Bill Gibson DRB Fee Paid: $2O.OO
I0t4nm
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colondo 81557
teli 970.479.2L39 tax: 970.479.2452
web; www.ci.vail,co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Departrnent. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commenbes within
one year of the approva!.
Description of theRequest A::p=...--r.>*- n= Ga-.:, a-.r E-1.'o-Z:.-,-.-
PhysicalAddress: 343 la,o-v=,.r .-i\ --,-7r- :.
Parcel No.: ZtOa+ t t Zr^tC3, (Contact
Mailing Addressj
Owner(s) Signature(s):
Name of Applicant:
Date:
A,qlnt
Locauonof theProposal: Lot: a Bbck: a Subdivision:
Eagle Co. Assessor at 970-328-8540 for parcel no.)
Name(s) of Owner(s):
va
,
l8'd ']H101
T0: Melirsa
FROM: Miohacl Smith
RE: Application
Jacobs Chese Frick Kleinkopf & Kelley,LLC
t050 lTth shoct, suite t500' Denvcr, Colorado 80265
Telephonc: (303) 685-4800 Faosimile: (303) 635-4869
MEMORANDUM
Vir Facsimile (9?o) 476.4s0r
DATE; Docenber I1,2000
CLIENT NUMBER: 0855.001 .
nmAL PAGEST t
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The Company is
) A2ZHoldhgc,LLC
1050 lTrr $reet
Suito 1500
Dcrrvc, Cotorado 80265
Thb is !y signatu$ ald you are authorizcd to place it on ths DRB application:
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TOWNOFVAIL, COLORADO Statement
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Staternent, linmber: R030003669 Amount: $20.00 02/2L/2OO301 :34 PM
PatmanE Method: Check Init: dIAR
Notation: 5745 Stephanie
Lord Johngon
. Pennit No: DR8030032 Tl4)e: DRB- Chg to Appr Plana
Parcel No: 2t010711201,9
gitsE Mdrees: 363 BEA\ZER DAIIT RD \TAII.I
Lrocation: EAITT SIDE
ThJ.e Fal4nent: $20.00
Total Feea: 920. oo
Total ALL Pnta: 920.00Balance: $0. o0
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ACCOUNT ITEM LIST:
Account Code Descri pti on Current Pmts
DR OO1OOOO31122OO DESIGN REVIEI,I FEES 20 .00
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Williarn l'. Pii r{:r, .\rdrilcct
Thrrnrii-s R l)u Bilis, Afchik'ct
5lcpharie k.,rlJ,.,lrnron, Archittct
DJvki Bii.r , Architcct
Kath! f ksling.r, tlusirle-{i Man.lqs
February 21,2OO3
Bill Cibson
TOV Community Development
75 South Frontage Road
Vail, CO 81657
FRITZLEN PIERCE ARCHITECTS
VAIL, COLORADO
RE:363 & 383 Beaver Dam Road
Cate at East Drivewav
Dear Bill:
fu per our site meeting, attached is the application for a change to an approved plan for a driveway
Sate at the East Residence. We are required to provide (6) parking space which are indicated on the
attached plan. The Bate does not impact this parking in anyway.
The driveway at the East Residence is quite exposed to Beaver Dam Road and the owner's would like
to install a gate for privacy. The gate is 1 5' off the road, so we are proposing a gate that is bofi a
hinged gate and a "pocket" rolling gate to minimize any impact to traffic on Beaver Dam Road.
The gate is intent to have a center section that is 12' wide that would role into the side "pockets". This
would allow a car to be parked directly in front of the gate while the gate is being opened without
blocking the traffic on the road. The pockeb would hinge in both directions so the driveway could be
completely opened up for additional off street parking. The gate allows for vehicles to park inside tre
gate when closed.
The gate is to be a mix of copper panelin& black heat textured iron in pattern to match the
fenestration, and open picket railings to match the walkway railings.
Please call if you need any additional information or clarifications.
Sincerely,
\
Stephanie Lord-Johnson
Architect
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TOWN OF VAIL
Department ol Commmity Development
75 South Frontage Road
Vail, Colorado 81657
970-479-21 38
FAX 970-479-2452
www.ci.vail.co.us , .-
March 10,2003
Stephanie Lord-Johnson
Fritzlen Pierce Architects
1650 East Vail Vallev Drive
Fallridge C-l
Vail, CO 81657
RE: Beaver Dam residence - 363 Beaver Dam Road/Lot 2, Block l, Vail Village 3d Filing
. Dear Stephanig
The Town of Vail Staffhas reviewed the Design Review application for the proposed driveway gate at
the Beaver Dam residence located at 363 Beaver Dam Road. The following is a summary of the
comments from that review:
Public Works
l. Due to safety and site distance concems, the proposed driveway gates may only be allowed to
swing inward toward the garage and shall not swing toward Beaver Dam Road. The site plan and
plan notes must be revised.
2. A Revocable Right-of-Way Permit is required for the proposed gates to be located within the
Beaver Dam Road right-of-way.
3. The entrance to the employee housing unit must be a minimum of 8 feet in width.
Plannins
l. The Design Review Board has historically required that driveway gates be desiped to
accommodate the parking of a vehicle between the gate and the edge of the street.
This application is scheduled for review by the Town of Vail Design Review Board at its Wednesday,
March 19, 2003 public hearing. If you have any questions or comments, please feel free to contact me
directly at (970) 479-2173.
Sincerely,
4-L-- h- .r7./--
Bill Gibson, AICP
Planner II
Town of Vail
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March 15, 2003
Bill Cibson
TOV Community Development
75 South Frontage Road
Vail, CO 81657
FRITZLEN PIERCE ARCH ITECTS
VAIL, COLOMDO
RE: 363 & 383 Beaver Dam Road
Cate at East Driveway
Response to your letter dated March 1 0, 2003
Dear Bill:
Thanks for your resPonse to our DRB Application regarding a Driveway Cate at the East Residence.
Following is my response to your comments:
Public Works:
'l . Driveway gates need to swing inwards only.
FPA has revised the drawings to show the gates swinging inwards only.
2. Revocable Right- of-Way permit for the gates.
The owner will agree to a Revocable Right-of-Way permit. I believe that we already have one
in place for the driveway improvements in the Right-of-Way and could include the gate in
that agreement.
3. Entrance to the EHU Carage minimum width 8'-0"
We would like to propose a7'-6" clearance into the EHU Carage. The drawings have always
shown an 8'-0" wide swinging garage door with a clearance of 7'-6" between the doors. We
would propose to swing the garage doors inward to eliminate the conflicb between the
columns and doors. This would result in 7'-6" clear atthe narrowest point between the
columns in front of the garage door.
A 9 x 18 parking spot is still provided inside the garage when the doon are swung inwards.
Also, as discussed, we will pull a vehicle into Carage to verifu that it does fit in the intend
space.
Per Architectural Craphic Standards a Medium Size Car is between 5'-7" and 6'-0" wide.
This would allow 1'-6" extra around the car pulling into the garage.
Planning.
1 . DRB requirement for a vehicle to be accomodated between the gate and edge ofstreet.
During the construction process, we shorten the driveway from 19'to 15'-1 ". We did this
because if we left the driveway the original length, the TOV required 4' wide concrete curb
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FRITZLEN PI ERCE ARCH ITECTS
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would have had to accommodate an o<isting manhole. We have alwap been required torghe
existing asphalt parking arca and reclaim fiat area as landscaping. The athched dnwing
shows drat we intend to follow our original plan to reclaim the landscape out to the 19' depdr.
This would allow for a 19' "parking" spot in front of the gate as required by the DRB.
I have not had a chance to speak with the Fire Department but will follow up with their commenb as
soon as possible. Please call if you need any additional information or clarifications.
Sincerely,
'.-- .. (@
Stephanie Lord-Johnson
Architect
cc: Rob Fawcet, GSCC
1650 Easl Vail Valley Drive, Fallridge C"1,
Vail, Colorad0 81657
P:970,476.6342
F: 970.47 6.49{J1
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FAX COVER SHEET
Date: 03-26-03
Tot Mike Vaughn, TOV Firc Depanment
Bill Glbon, TOV Community Development
Fa* 479-2176
479-2452
le: Beaver Dam Residences - East Residence Gab
Sender: Stephanielor$lohnson
CCr Ownei
Rob Fawcetr, GSCC
You should receive 4 paEp(s) including $is cwer sheet lf you do not rcceive all dre pages, please call
(9701 476-6342 FJt.15.
Mike and Bill -
As pcr your requesb fotlowlng is additional informadon rcprding the pmposed Ddvervay Gate at the
East Beavcr Dam Residence:
Gab Derign
a. The grtr is manually operated
b. The gaE hinges inward
c. The 6ate both swings and recesses into a "pockef - see drawintt
d. There are no rolling rnechanisms and the gate is raised 6' off the drivanay
whlch allorvs the gate to swing frcely ewn lf the snolvmelt is not operadonal,
e. The pocket section of the gate creaEs a minimum 12' wide opening that docrn't
r€quire any swin8ing action. (the width could be increate if needed)
f. The gab opens fully, leaving Cre entire driveway open for firc depannrent saging if
needed.
g. The gate is not locked.
[. rtrei *rilt be 19' in fiont of the gate for a car to pull off tre sueet and therc ie. 28'-6" be$reep the gate and the garags doors.
L The overall dfiva,vay peved area is significantly larger than the maJority of,
drlvewap along Beaver Dam Road
j. Ihe gate deslgner is intendint to follow the ASTM specifications for Aubmated
Vehlcular Gate Construction for mo<imum safety.
Attalr.hed arc shq drawings regarding some of the dazils.
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FRITZLEN PIERCE ARCHITECTS
VAlt, COLORTDO
PAGE 82
Gate Prccedenb
a. Theru ar€ already at leart (2) Bet€s existlnton Beaver Dam Road and East Forest
Road.
b' In rcsponse to the sloping hillside 0rat defines fi€ prcpertiee along ftese roads,
there are baslcally two approaches to dilveway desi6n: 1 . a 12' wide drive that leads
to $e taratdParking area either up or down fmm dre street l*eli 2, creae a wide
parking aca at the sbeet lwel with very lltth driw - many of these being a simple, asphalt exEnsion of Beaver Dam Road or a 10, drlveway dirccdy in fiont of ths
garage doon,
c. Thc East Residcnce Beaver Dam Driveway i: unique along Beaver Dam widr its
30' width ar he street level yet belng almost 48, deep. The Sate would assirt in
ptovldiry privacy both ior Sre prcperty and limlt this larye drirervay orposurc b $e
tctghborhood- lt should be noted that the drireway deiign was underLken to
mlnlmire dre de$ructjon of the exirting aneryreen trees oh dre site and disturbane
f the natuml grades.
d. Privacy at the majodty of the drivervap is pmvided by rhe 12, wide drive
*parating the parkint arc. from the steet,
I would be more_than hap.pY g mect wlth bot'r of you at thc sib to further dlscus the pte design arrd
t/our @ncerns. Please call widr arry additional questiorE or comrrnb.
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FAX COVER, SHEET
Fu:
04-15-03
Leonard 9ndavol
479-2166
ls Beaver Residencc Eiltt- DflvesvayGabt
Scndcn SEphanieLord-lohnson
CrCr, Blll Gihon, 479-2452
FRITZLEN PIERCE ARCHITECTS
vAlt,@(oi.i\oo
To:
do not rcceive all lhc pa6es' please call
{o70l 476-6142 Fxt15.
Leonad
. As per our 6,[phonc con emedon, I went out end mcasurcd the dlstances shourn on the aaached
' plan. ler ttty r""rut r*nb, I ccn meet both the rcqulrement to have t car Parkd Inslde the grter
lnd h"t" h 6pcn rnd cloce and have 19'-0' in front of dre gate and the stt€et for a car to pull off' I
had 2/ extta. I had 69'-2" firom the grogs door o tre south side of Bearar Dam Road.
Pleere call me u discuss.
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lynn FriElen, AIA Architect
Willianr F. Pierce, Ar(,-hilect
Thr:nras R. Du 8ois, ArchitecJ.
Stepharrie Lord-lohnson, Architect
Davicl Baurn, Arcbitect
Kathy Heslinga, Business Manalpr
May 19, 2003
FRITZLEN PI ERCE ARCHITECTS
v rL coLoRADO
To: Bill Gihon
Department of Community Development
Fom: Lynn Fritrlen
Fdtrlen Pierce Archieos
Re: Beaver Dam Gae
Here are a new plan and elevation for a proposed revisions to the Beaver Dam East Residence
Drivoray.
We have addrcssed $€ Board's concerns by adding a 6x6 timber member at fie end of Sre swlng that
dip into a rec€ssed shoe like a bollard.
We are asumint that we will be scheduled for the Wednesday May 21* Design Rwiew Board
meeting, Phase Inform me of any requesCd changes or other information fnt I need b bring
/#
1650 East Vail Vallcy Drive, tallridgc C-l ,
Vail, Colorado {tl657
P:970.476.6312
f:970.476.4901
[: infcr@ailarchiteers.corn
wwwvailarchitects.com
-
't
Lynn f riulen, AlA, Architect
Wiiliam F. PicK:e, ArcJritect
Ihr:mas R. Du 8ois, Architecl
Stephanie Lord-iohnson, Architeci
David Baum, Architect
Kathy Heslinga, Business Manager
MEMO
Date:
FRITZLEN PIERCE ARCHITECTS
VAII, COLORADO
To:
May29,20(J.3
Bill Cibson
Shana WidmerFrom:
Subiect 363 & 368 Bear,er Dam Rd. - Cate at East Driveway
CC: File
Bill,
Attached are the revised plan and elevation of the gate. The plan changed per our discussion
in regards to the placement of the gate in relationship to the columns. Thus, we added a
wood column in the elevation so that the gate could function properly. Please let me know if
there is anything else that needs to be done in regards to our staff approval.
Thanks,
Shana
1550 East Vail Valley Drive, Fallri<ige C-1,
Vail, Cok,rado 81657
?:970.4766342
F: 97{.t.476.4901
[: infcr@vailarchitects.com
''r"vrry.vai larchi tects.com
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GEORGE SHAEFFER
CONSTRUCTION COMPANY
P.O. Box 373
VAIL,COLORADO 81658
Tet (90) 845-5656, Fax (970) 845-7013
to: Town of Vail
Public Work Department
Vait. CO 81657
LETTER, @F TRANSMITTAL
DAIE l2ll3/02 JOB NO,
ArrENrIoN Ironard Sandoval
RE: I,otZ & 3 Vail Village Third Filing
WE ARE SENDING YOU EAnached EUnder separate cover via hand deliver the following items:
El Shop drawings I Prints E Plans ! Samples fl Specifications
I Copy of letter I Change order tr
COPIES DATE NO.DESCRIPTION
2 9t2UOl Sheets S2S West Building Enry & Site Wall Foundation Plan
2 Detail H S6W
THESE ARE TRANSMITTED as checked below:
! For review and comment tr
D FOR BIDS DUE
-
20
received the stamped copy of these earlier in the project.
Please call if there are any questions.
Thanks,
Rob Fawcett
COPY TO: File
E Resubmit _ copies for approval
fl Submit _ copies for distribution
E Return _ corected prints
tr PRINTS RETURNED AFTER LOAN TO US
! For approval
fi For your use
f! As requested
! Approved as submitted
! Approved as Noted
E Returned for corrections
REMARKS: Leonard, th,44
Attached are two !6i56fpages S2S and detail HS6W as called out on the plans as you requested. I believe your offrce
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SIGNED. W W
If enclosures are not as noted, kind.ly notify us at once.
9TOI€ VEI.EER
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FIORIZONTAI.
" ol,u @etee
SEC-TION HRIAL
{,ALL
#slrlp..j rasolB; *
f...v....f.9)Jionx\.V
Lyno Frilzlen, AlA, Architect
Williarn F. Pierce, Architecl
Thrimas R. Du Bois, Archiled
Stephanie krrd-lohnsr.rn, Architer::t
David Baum, Architecl
Kathy Heslinga, Business Manager
May01,2fl)3
Bill Gibson
TOV C-ommunity Dwelopment
75 South Frontage Road
Vail, CO 81657
FRITZLEN PIERCE ARCHITECTS
vAil-, coLoRADO
363 & 383 Beaver Dam Road
Gate at East Driveway
Dear Bill:
Please find atadred an alternate gate design for the East Beaver Residence. As per our previous
meeting, I harae updaed dre gate design to match the surrounding walh,rray railings. The gate is no,rr
comprised of blackened tercured steel, rough sawn cedar, and the standard railing picket The height
of the gate pieces will be appmximately 42" to response to the taller driveway columns (railings arc at
36'). There is an end post to finish 0re gate pieces.
Phase let me know if 1ou need any additional information for the May 7, 2003 DRB meeting.
Thank for all your help.
Sincerely,
-t--
Stephanie Lord-lohnson
Archibct
1650 East Vail Valley Drive, fallridge C-1 ,
Vail, Colorado 81657
P: 97O.476.6342
J:97O.475.49O1
[: i nf@vaila]chi lecls.corn
www.vailarchi tecls.com
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Lynn tdtzlen, AlA, Architect
William f. Pierrc, Archirect
Ih0nlas R. Du Bois, Architect
David Baum, Archited
Kathy Hedinga, Business Manager
MEMO
Dats JuneO 20O3
To: BillCibson
From: Shana Widmer
Subiect Bear,er Dam Cate StaffApproval
FRITZLEN PIERCE ARCHITECTS
vAil,cotoR Do
CC:File
Bill,
Attached are the qnce a8ain revised sketches for the Beaver Dam Driveway Gate at the East
Residence. Rob Fawcett with Ceo€e Shaeffer said that he spoke with you and that we could
just re-apply for staff approval on this minor change. Rob should be following up with
Leonard Sandovall in regards to the revocable right of way permit. Please call if you need
any add itional information.
Thanks,
Shana
1650 fas Vail Valley Drive, Falkidge C-1 ,
Vail, Cok)rado 81657
?: 974.476.6342
F:97tt.476.4901
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K:'.ttO4B - BeaverDanlResid€nce'lProjecrCorreqxrndence'JOv'I)6.09.038cnlenlo.doc
IOI,T'NM
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 Iax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive appro l prior to submilting a building permit application. Ple6e
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a bullding permit is issued and construction commences within
ono year of the approval.
Description of the Request:
Location of the Proposal:Lot: 4
Physicaf Address: Vte %aynt-DvtQ.rc
(Contact Eagle Co. Assessor at 970-328-8il0 for parcel no.)
Zoning:
Name(s) of Owner(s):
Maifing Address: -]afu_ff 4(pz4 , z- r(c l@-fu.tVEa ,a fu\zu6 ' ' phone: b4.2gn .4-lo+2>
Owner(s) Signature(s) :
Name of Applicant:
E-mail Address: Saarra.dalfcclsctrFax:
Type of Review and Fee:
. Signs
. Conceptual Review
. New Construction. Addition
. Minor Alteration
(multi-family/commercial)
. Minor Alteration
(singleJamily/duplex)
$50 Plus $1.ffi per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage b added to any residential or
cornmercial building (includes 250 additions & interior conversiom).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, elc.
$20 For revisions to plans already approved by Planning Staff or the
D€sign Review Board.
No Fee
y ct"ng"" to Approved Plans
Separation Request
'2,,7.51
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DEC-OA.OO II.T7 FROM. LAND TITLE ID' St704?€i2eA.l PAGE 2
Clticrgn Thle Inru$u;e Cgupany
ALTA COMMITMENT
(lur Order No. V27ll4llt-7
SchedutoA Curl. Rcf.:
ItopctyAdftcu:
I.OI$ ! 119J2.J, BLOCK 3. VAIL VILLAGE, TI{IRD FILINO
4l
l. l{tfictveDarc: Novan,*r\1#.,S:txl p.M.\
2. Policy to bc lnrrrl, and hopocod lruured;
"Al,TA' Owner's prrlicy lt)-n -n
"ALr^" o;il;'; p,,ir.i io'rr.ge sJ'4r3'414 (tt)
$4.J.i3,591,.1Y;
Propr.red llruted :
A2Z HOLDINCS, LI.C, A EOLORADO LIMITED LIABIUTY COMPANY
'AI.TA" kun Prilicy tO-17-gZ
$6,rXXl.0O0.U)
ProFrrrd lrr;lurril:
UNITED $IATE.S.TRUSI'COMPANY OF NEW YORK
J. 'l'bo ria{to or hlcrcxa in the tand de*ribcd or refcrrcd to in thir Cornllilnsrl and covcrcd lurrin is:
A lrec Shrrplc
4. ndo |o tho eitrtc or tricresl covcrcrl hcteln lc rt thc cr?Gcffve datc b€reol vcrted i l
SEF: ATIiACHEI)
5. l'he hnrl rcfanul to In this Commifmrrt is dqcribcd rs follors:
PARCIiI, I:
1,o'l't, A Ru$UBDtvrsrof!.T!91S z
^ND
3, sLoCK 3, vArL VtLt,Acts, rHrRD FtLIN(;.Ac(:oRorNc lu flrir pr-AT RECORDED Noiatuii 14, 2un AT RECEp.froN No. ?4400r.(:OUNTY O}I E^6LE, STATE OF COI,ORADO.
PARCUL 2;
I,C'I']' A RESUBDIVISIONIIF LC'TS 2 AND 3. tsLOCK 3. !.AIL VILLA$','.'HIR() I;ILINU,AC(:ORDTNC 1'O Tf i pr.AT RECORDED NO';";;i
'4,
2010 A' RECB'TT.N N(,. 7,r,10{)4,(:ouN'ry otj |j^(;r.t|, sTAl,E OF COLORADb
DEG-Og-OO II,IA FROU. LAND TTTLE tD' s704752€54 PAGE 3
Our Order No. vZ7040tt,?
f' litb to rhr *trtr rr rrrrut cornrd hrrrn ir rt th rrfretrvr drtr fnrof v'rcd rn:
PARCEL I
,OIIN I". TYLER AS TO AN TJNDIVIDED 3,2E PERCENT INTERB.IT, ROBERT L. TYI.ER AS ,I'C)
AN UNDTVTDBD 24.t8 PERCSNT nrBnpsr,lorn r".'rrr-pn, J&. As TO AN UNDrvrnEr)T4, I8 P8R(:NNl'INTERtsST, GEORGE N,r. iilBi N'S-iO AN UNDIVTDED 24, Itt PERCI,NTIN fiREST, MARCARET T, FULLER NS tO rr.I UhibiVrONP 24.IE PERCBNT IN'.IiR'S'I'
PARCEI,2
JOI.IN I.' TYLUR, JR AS TO AN UNDIVIDED 25 PERCBNT INTI'I,EST, OEORO.E M. .TYI.BR AS'rOAN lJNDlvlDtiD 2'5 PBRCENT tNTEREsr, R088RT i. rvueR As ro AN uNurvlDrrD z.i priRc:uN.t'rN'rERn$" MARCARST T. FULLER es io nlr ur.jprvrDED 25 pencebrr-l-lrreRls.r, jorir,r t.,TYLTiR AND J UI.IA ANN TYLER AS 'I'O A r.rrE iliAr8 AS DESCRIEED IN DEED RHCORDIJI)|)HCEMEER 28, 1994 lN BOot( 558 AT PACE 139
- '--
.. oEp-oa-oo 11.la FRor, LAND TTALE I O ' 9704?Ei2A6tl PACE {
ALTA COMMITMENT
Sshcrlulcg_sectioal
(R.qulrorcoas)
Thr lbllowlng rre ttt rrqdmmccr to bo conplled wlthl
Our Ordcr No. V27(H0U-7
Itent (r) Paynren ..r or rirr thc rccouor of oe g*ut.ru.r ,,rcngagors of rlu hru cor$idcr h). tir rrr r;srart: orInaer,N lo lX. insurcd.
lt;;,111
ttt'*t irutrunrot(s) crcrdlg drc cutrtc or Inreresl to b3 iururcd nrurr be sxeL:ur0d :ud ttuty t.ilcd firr rcr.urrl.
Ilc[t (() Psyruen( olrll mrcs. chrrgcs <x acxssncn$ ler/ied :rnl urcssed rgri$t ths s[!.jcc1 ,rrcnrisc:\ which ar:, ducand prryrblc.
hcn (d) Arlrlitionrl rcrluircrrnrs, if rny disrtosc<l below:
I. EVfDENCE SATISPACTORY TO THE COMPANY THA'I'THE TER,MS, CONDI'II()NS ANt)PROVI.SIONS OF TIJI? TOWN OF VAIL TRANSFSd iEX I{AVE BBEN SA,I,ISFIED
wARRAN'r'y DRED FROM lgHN t TYLER, ROBERTL. TYLBR, JOHN L ryl.tiR, tR.,OEORGE M ' TYLBR AND MARGARTT r. TUULiN iblZZ HOI,OTNCS, LLE, A COLORAI.)(,t.tMnED r.tABt LtTy coMpANy coNvEyrr,f o i;iiii r.
WARRANTY DEED TIROM JOHN.L J'YLER, JR., OEORCE M.'TYI,ER. ROBBI(t. I-, TYLI;I.,AND M^R(;ARETT, FULI.ER AS TO A rrc SNrPr.E AiiD JOIIN L. TYLSR ANIJ JIJt,lA ANNTYLER AS TO A LIFE FSTTI AS DFSCRIBED INid6 RECORDtsD DECEMBER 2I. I9I},ItN B(X)K (r.lE A t. pAGE t3e To_A2Z_ HOLDTNCS: aLC,;coLoRADO LIMITED t.tAEtLrTyCOMPANY (:o[{VEYING PARCEL 2.
DE'ED OFTRUSI'FROM A2ZIOLDINCS. LIT, A COLORADO LIMITED I,IAgtLITY CObITA}|YTO.THE PI'BI,IE TRIJSTBE Of.BACI,E COUNT-'r_-iOiAE USE OtJ UNTI.ED STA] FJ.\ ]'RIJS,'coMpANy oF NBw yoRK ro sEcURB nre suiidiii,000.ooo.00.
Norr!: ARl't(lr.Es oF oRcANrzATroN FoR A?z HOLDrNcs. LLc, A coLoRAuo r.rMrr.Fir)r'rABrLrry coMpANy DTSCLOSE(S) MrcfrAd; s;hir es ftre MANACER(S).
NOI'H: lTtsM$ t-t Or.r Tt{E OENBRAT, EXCEPTIONS ARE HEREBY DELBTFD.
I J PON I H E APPRO*AL OF T!T.C9Y PANY AND TI{E RBCETPI OF A NO'I'ARIZED FI NAL I.I I]NAFFTDAVTT. ITBM NO. { OFTr.tE onNsi^t-iicinnoLs wrLL IrE AMENI)ED ASFOt.t,ows:
I'I'CM NO. 4 OT.THE CENER.AL EXCEPTIONS tS DBLE''ED AS TO ANY I,IIjNIi OR !t, TIIRIJLI6NS RFSULTINO FROM WORK OR MAiiIRIAL FfiN-ISHEO A'r THB REQUEST OFJ(NIN I,.
DEC-OA-OO 1 1 , IA FROI.I . LAND TI TLE LD. S?O4?62e44 PAGE 5
AL'I'A COMMITMEN't'
SchodulsB-Se$ionl
(ncquinrncfr)Our Or&n No. V2704rB.z
(lor*bruerl :
'fYr,rR, JR,. OE'ROE M. rILlR, ROEERT L. T'LBR, MAR.ARET r. FULLTR AND ,o'NL' TYLBR AND JOHN L. TYLER AND JULi'ANi.iriiiN.AS rO A LIFE BSI'^TE ASDESCRIU8O Ili DEED RECO-RDED DECBMbdR
'i,'IPIi$.I
SOOX 658 AT PACB I39.C:III('^CO T'ITI,D INI|URANCE COMPANY SiiLL ili'; NO LIAEIL]TY FOR ANY L]BNSARISIN$ FROV WORK OR MATERIAL FURNISHE AI;THB RBQUESI'0F A2Z HOLDIN(;Si.l.l.c, A (:oLonADo LtMITBD LIABILITY coMtANi
NOTfi: I,TTiM 5 OF TH. GI'NBRAL ExcEPTIoMt *ILL BE DELETED IT. I,AND.*TLERECoRrrs 'rHB DOCUI|BNTS REQUIRED Unpnn iiniuulE B_L
Norll: t'PoN PtooF oF PAYMENT oF ALL TAxEs, rrEM 6 wrLL BE AM FNDBD 'r-o Rr.iA':
l AXHS AND ASSES.I;MEN'|S FoR,rH6 YEAR 2mo AND SUBSEQUENl. yEAt$.
ITFM 7 I]N DER SCHIJDUI,E_B+.]VLLL 8E DELETED UPON PROOI''.HAT THE WAT'R ANI)SUWI]R CHAROBS
^RI]
PAID UP TO DATE.
.. DF,C-O€|-OO 11 , r9 PROM, LAND TTTLE tD. €t704 762€54 PAGE E
ALTA (:OMM]TMENT
SehcdulcB-Sction2
(Ercrpalorr)Orr Order No. V271,408-i
Tk pollcy or pollcicl to
"
tl:t_:ilf conhir crccpttors ro thc following ur es rbc lirmc ore dirJro*rlof to the srtlul'rctlon uf the (.mrprny:
l, Rights trt clirinrs of perbes ir plxsessi ,n tx)t sk wtr by the public recorrls.
2. lhsonsn(s. rr sli$ns olganrncn$, u)l $town hy he public recorrls.
l. Disrrcplrrics, conflic$ in hruurlrq lines, shonrgc in arer, crurnrchntgnts, E|d any fiu:ts vhrch c()ncct srrwcy a]|dirr$pocrior (!l dc ptqui.ses wourd rrisr,lose rn,r wrr[rt ,rii not slrown ty rri, prt ri. i.,i,r.r.
4' Atty lign' tu right to a licn. for rsrvi.rs, lahrr or mrtertel thr:retofrlt or hereaftsr furrrishcd, ilrJxrsccl by r.w.nrlrxrt slxrwn by thc frubtic rccords.
5' uchsrs' lietx' cncuntbrarce'\' ldversc uluins or othcr nrsttcrs, if Iny, crerled. lirsr hnpclnng in tlrc pulrlic ,cc(r(l$ (rrtt0ahing suh:rilucnt to $e cfftr,rjve drte bereof but prior o ore drtc the progxcd inrurcd rcquirus of rcsonl frrrvalue rhc exal! (rr intcrg1t or nnr(gage thcreun crwerid by ttris Conullitrtrnt.
It. Tirxrrs or rnecirl lwssn$nt$ whirjh rac ntlt ohown ss exisdng liens try the pubtic recrrrrls.
7. l.iers t<rr urprid wrtcr aut sswr chrrges, ifrny.
8. ll ntlditkrn, rhe orryngl's tr igy will be .subjcct to drc nortgagc. if rny. nutcd irr Sccri(xr t of gshcdu[g lt hcrc,rrf.
9. RIGI]'I .F PROPRII]IOR.OF A VBIN OR U)DE TO EXTRACT AND I.IJMOV6 }IIS ORI.,:l'HliRIiFRoM sHoul'D-THE sAME BB FouND 16 prNernnrg oR INTERsgcT'rHB pRF:MtsirisAS RF;SIJIIVCD IN UNITED STATES PATE^N RECbRDED SEPTBMBFR 04, 1923, IN EOOK!3 A',r PACE 9rt
IO' RICH'T 0II WAY FOR DITCHES OR CANALS CONSTRUCTED BY 1'HS AUTH'RITY .F, 11IUI'NITUD.IITATE.S AS RqSERVSD IN UNITBD STAiES PATBNI.RECORDED SEPTTiMBIJR 04,t923. tN ltooK 03 AT PAGE 9t.
II' I.I'STRI(:'TIVti (:QVBNANTS WHICII DO NOT CONTAIN A TORFBTTURE OR REVURI'F:R CL^IJSE,BU'T OMI'TflNC ANY COVENANT OR RESTRI'TION NrSEO ON RAEE, COLOR, REL'('ION,sux, r{ANDr(:Ap, r-'AMTLTAL STATus oR NAn6irlu onlclr.r uNLSSS AND ONLy ro.r.}rriEXTBNT rllAl'ttAID covBNANT (A) ts uxErrritr uNoen cHAprBR 42, stic-rtoN :t607 otr'r'H;r uNrffiD STATES c_oDE OR tal isuei's i., inxorc.cp BUT DOES NOr,o llf c R I M I N ATE AcAIN'sl' lANolcrp ppnsbNs. rs corrrltt.tso rN rNsrRUM r. Nr R ri(:oRDri | )MAR(:il 23, te63. tN BOOK t?4 AT PAGB izs. -' '"
t2 liAsUMHN'lS' REsERvATtoNs AND RBSIRICTION$ As sHowN oR REsliRvttD oN Ttri pl.A,t.ol, vAlt. vtl.l,AcE.TtftRD FIL|N0,
DEC-O€'-OO 1I.19 FROM, LAND TTTLE rD,9?04?e2E|54 PACE ?
AI,TA C]OMNIITMFNl
ScheduleB.SectiolZ
(Exccpttoru) our onler No. vz7040lt,T
TIe pollry or gilicla to be igsued will conlain exrefliolu to thc following unless thc scmr nre dlspustrlof to tlr: $rtlsl(tiorr of lhr Cornpany:
I3, IiA.SIJMI.:N'IS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVFD ON 'I'HE TiIIIAI,PI'A'T. A Rh'SUEDIVISION
-OF LOTS 2 A}iD 3, BLOCK 3, VAIL VILLAGE, irriiPrrn.rN6. Rri('oRDED AUCUST l r, 1994 rN BOoK 6a7 AT PAOE 508; TNCLUDTNCi BU,fN0't l,llr{i't'HD TO:
A vAll, wA'l'!iR AND I|ANITAT|OI\- DrsTRrcr EASEMINT ALoNo TuE NoRTttSRLy r.o.rI,tNU ()F i.O1'2
F. U'III.I'I'Y UASEMEN1 FIVE (5) F6ET IN WDTIi ALONG THE NORTI{ERLY ANI)N()R'THF.^STERI,Y LOT LINE OF LOT 2 AND LOT 3.
C' RI(|}I'T 0F }VAY EASBMET.IT FOR BEAVER DAM CIRCLE IN TIIE SOIJTIIWTSTERLY PORT|O\()F LoT 3.
D. A(:Cli.$!; FASEMEN'r FOR LOT 3.
I4, EASEMt.:Nl'S. RF,SERVATIONS AND RESTRIC?IONS AS SHOWN OR NSSERVSD (IN TIIIiRFS{J8r)rVrSroN pr'lT OF Lors 2 AND r, BLOC( 3, VA'L VILLAGS, rirnn niirrro|TiCORDF.D NOVEMBER 14. ?000 t,ND8R RFCEp.t.tON NO 7,t400f.
Norli: r.^Nt)'rrr'LE ct.;ARANTEc (:oMpANy Is rN RecHFr oF A sATrsFA(:ToRyIMPROVf]M T.]NT I.OCATION CERTIFICATE PREPARIiD BY EAGLE VAI..LEY SURVFYIN(;, INC.DATED Srrt''f'UMBER t9,2000JOB NCS. 2691 ANo il12.
(Ttlt: AHoVt, t't'RMS A[.'FF,CT SUIH pARCBt^S)
I.J. TERbI.S. (':ONDITIONS AND PROVISIONS OF EASEMENT ACREEMENI'RFCORDED OC.I'OBIIR I0,t966 tN tl(x)K J.ul AT PA(iE 22?.
(THtl AB()vti I'fEM ApFECTS PARCEL t)
I6' TERMS. (:ONDITIONTi AND PROVISIONS OF EASEMENT RECORDED MARCH 2I, I!XI.I 1NB()oK s21 A1't'AoE 9tg.
I7' l'fi,RMS, (:ONI)frIONS AND PROVISTONS OF IASSMENT DEBD RECOI{DED APRII. 09, I9Ii7tN txx)K 46t) A.r PACE 6t0^
G DE.C-9B-OO t1'24 FROH' LAND TITLE lDr 4"O4742C'64 PACE €l
ALTA COMMIl.MENT
ScMulsB-Sqrion2
(eocfaiorru) Orrr (hdcr No. V27040t-?
ttc pollcy od |nltlE !o bc btB{ rritl colrrin cxrca{oru 0o tlc folbwing rnlcrc thc rrnrc rrc rlrposcdctto fhe,rtl*rcdur of thl Conryuy:
Gltu ABOW rrEMs AFTECT PARCEI,2'
DEC-O€I-OO I I .20 FROI,!, LAND Tl TLE lD, 9?O4"€2SE.I PACE I
LAND TITLE GUANANTET: COMPANY
DISCLOSUX,E STATETvIENT
Requlrcd by C.R.S. t0.l l.lZl
A) 'l'h$.\uhiecr rcd prcFcrty mry br loclkd in I {rcial trring district.
[l) A (lerrilitaG of Tlxcs Du€ listiog clch taxirrg jurisdicthrn rnay hc ubtain<rl lknn tlrc (ir*^ry'l'rqiuurer'$ lulhorirul r8ent.
(i) 'llrc. inlonur-ti'n regrr<ling spcirl thstriots.nrJ tlu b.urxlcrics ofsuch disrricts uuryh,c'ohtnircd fionr t|t Bord of Coonty Cnnrnissionen. itn Courrty Clerk anrj R.'cu,rrlcr, ,,rthc ( lounty Auscsrrr.
!tTcetive ScDtcmber l, 1997. CRS 3Ol0-406 requircs rhnt irll d<runrenrs roceivc<l lirr rccrlr(tin[ ()r litrnll in lhcclcrk rnd recottiur's olfice shall coohin a top nuigin uf at lc;rst onc irrh uxt a lcfi. rilrlrt arrd txltlor. rrhruin ol8l lc:tsc 'trs halt''f err iruh. Thc clcrk urd ta.-.r.i rroy iin rc r,r rr.nrar or tilc arry drx-urrrs,'( arut *rs hrltc,rttbltn' qxtspt dul, the raluirenrgr6 for tlre ttrp m.rtln uturtt ttr,r lpply ,., .r,"u,rii,rc ,ri,u, farrrrs,rn whi,;hspucc is rrrovidcd for rccording or firing intbrrrution ai rtr iop mergin uf rrrc rkxunrenr.
Nrtlc: (ktlorado Divisioo of lrrsutarcg Regulrtions 3-5-1, pangrrph c of Arlicle vll rcquircs thr( ,,l,lvurv
ti(le cltSily shall be restrrrsihlc fur 3ll rrrritcrs whir;,h .pp.ri oi r".nro prior t' rhe ,i,u. ur r.,,,ntii,g
' '"' t
wlrruvcr thc .irt€ rnriry r;onducrs rhc.obsing a'*r i* iJffinu tu, rauntiig uf riii,,g,,ti;i,J,rdrrunrcrrt.r rcsulting tioru dtc truxrotion wh'ich o.,.ii,[ti.'t nrvided dlrt l_autl .litle (juanrntcc
l ll'tipl:'t corrlucls rherk*ing rrtlhe irsured rrrnsa$ion airu i, ,.*puruiile tirr rccorrrilf rrrclcgill d()curtBrus lhm thc transrction, exceplion nunrtrcr S wiit rct aplrclr 9n ths O$i1er, j{ .l.iti(
Prrlicy lrxl rhc Lerxtcrs poticy wtren hsucrl.
Nur': At'firnruiw mechanic's lien prorection tor rlrc Owncr rruy hc al,ailahlc(lypica.lly by ttrlurorrot'llxccpri'rr rn, 4 0f schcrrurc B, bcstion e.,t ttrc co,rrmitrrir*, u.rn tht, ownsr,s prrri.y trr rr.,irsuctl) upon u(rntplhnsr with thc folltrwing corrditionr:
- ----'-
A' 'flp tuul dcsr;ribcrl in schalule A of rhis.u,ntnitoin, nrust be a singlc fanrily rtsi<lerrr whiclrirruludcs it coudonioiun or bw rotrsc unit.ll' Nrl lrthrr or rmterirls hrvc hcca firrnished hy rneehnnir;s or rr{tgriar{rcn rirr p,rposcs rrf0orrrr*,Urn un *. lrnrl desffibcrl in Schcdule A trf thin Conrnritrncnt wirhirr.the pusr 6 ir,,,nrhs.C. 'l'lrc Conlpiny rnu$t rqtuivc en appropriatc rflitlrvit indemnitiirg fhc Cornpany aglirr.st u||.titulrrrcehanis's atrl nutcrial.nrcn,r liens.-l) 'fhc (l)ntncny musa rerjeive plyn*u of de rppropriatc plerniurn.l!. lf tlrcrc luu hcsn constructio
,r pu*:hirscd wid,in ;i; ;;;liJliili:J,tr;[Tltr 'i'.,ffiiliHfH fi,1liffi]fi'll, iii,,,.c()vcrirrlc tirr sp16iq1t{ licru will includc: rlisslonurc of cB-rtdn corst..ri,;;.i,iil";;;i;;;, "
lirwrci,l inforuwi., r$ to thc scrcr, the tulocr amr nr rr* con*.rct(x; pr:irnc*t rrf ft!.inpropri lc prcruiurn fully excuun<.l.fuxlcnrniry Agr.*,r,crrts satil*turtory t(, the uxupluy, lrkl,ittty lrJdiriorul rcquirsnrentt ss nray bc rwes,ury iticr ciiixami,sri rn ot rhc etbrcsirirJrrrtonrrrrriorr by tltc (ojnp1ny.
No tlvgr1g1, will he girrcn undet Nny cifcunllrunces lirr hhtr ur ntaterial for wbit:h rlre irrsurcrlhN {(}tltftrt(d firr ur agrCc6 to 1ny.
Ntxlirrg hutcin couthrd wilt he ilecnx.d to ohligarc lhc coptptny to provtdF rny ()l.rhccr)vcrnlre$ refurrcd to hercin unless the lh,v! corirlit,.n,, are tir[y xrrist-retl.
FIU
COPY
Department of C ommunity Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
Seplember 1,2000
Stephanie Lord-Johnson
Fritzlen Pierce Smith Architecls
1650 East VailValley Drive Fallddge C-1
Vail, CO 81657
Re: 363 and 383 Beaver Dam Hoad
Dear Stephanie:
The purpose of this letter is lo comment on your letter dated September 1, 2000 regarding
redevelopment of the two above-referenced lols.
Option One
This is a realistic and feasible approach to joint developmenl of the two lots. There would be no
loss of gross residential floor area (GRFA) for your client and the Vail Town Code would permit
the connection of the two struclures via a "recreational amenity," subject to design review
approval. The Town would not consider the f ull development of the two lots as a negalive
impact since it would be consistent with the established neighborhood characler. The
Primary/Secondary Residential zoning designation anticipates a density of two units per
buildable lot. This is an acceptable density at this location.
Option Two
There is nothing in the Town's land development regulalions or master plan documents lhat
would preclude the consolidation of these two lots into one lot (although we encourage lot
subdividers to create lots that are consistent with neighboring properties). Procedurally, the
task could be handled through the minor subdivision process, subject to Planning and
Environmental Commission approval. However, your client would stand to lose a substantial
amount of GRFA if the two lots were consolidated.
Ootion Three
Although this option would most likely provide the maximum development potential for your
client, I believe a special development district (SDD) would be nearly impossible at this location
under existing circumstances for a number of reasons. First, any deviation in zoning or
development potential for these two specific lols from what is available to the other properties in
the neighborhood and zone districl would be nothing short of a "spot zoning." This is
inconsistent with the Town's established land use regulations and policies. Addltionally, an
SDD with an underlying zoning of Residential Cluster would be inconsistent with the "Low
Density Residential" land use goals identified for the neighborhood in the Vail Land Use Plan.
Although you have the right to apply for the establishment of an SDD at this location, staff would
most likely recommend denial of the application to the Planning and Environmental Commission
{s rurnuoror*
"i end Vail Town Council. We would probably not support a rezoning of any type for these two
properties. The existing zoning is consistent with master plan goals, the designation of all other
residential lols in the area, and the general character of the neighborhood.
lf you would like to discuss these issues in greater delail, please do not hesilate to contact me
ar (970) 479-2140.
Sincerely,
,A
l|t"t-'f W""4-t-
Brent Wilson, AICP
Planner ll
g9/0l12t26 12:18 976476499I PAGE A2
FRITZLEN
PIERCE
ARC H ITECTS
FPS
Scptcmber l,2q)0
BtmtWilson
Town of Vail Comrnrrnig Dcvelopmcnt Departncnt
75 S. Fruntage Road
Vail, CO 81657
' RE: 363 and383 BeaverDamRoad
Dec Brent:
4-'
As per my tclcphonc mcssage, nrc bave a client rbFt is in thc process of purchasing lots 363 urd
3E3 on BeaYer Dam Road and would like to rederrclopmmt the two lotgfor a ringle family
homa. Lynn Fritden ard I have becn reviwing the possible redwelop oprtions for ttrccc lbts.
lVe aro lookiag for yow feedback regarding thcse possibilities.
Rcdcvclopnent Optionr
Optbn0nc 4-Dcvelop a "compound" with multiple struchrrcs fortc-rwidcnce on the tup scprato lots
within the existing himary/Secondry zonfuU regulations
Per oru celculatioru, therc is a polential to devclop at least 10,866 sq ft of GRFA on the
two s€p88re lots. Thc ptujost would uccd to bo dcsigned with thc new stnrctures being
buih as close to dre side setbaoks as possiblc.
hos -Clientmodmizcs devolopmentpoEntial of botb lots.
Cons -Roquires the rcsidencc bc split into a minimum of two seprBte stuctures.
-Neighborhood is impoctcd by full devetopment of the trvo lois
qdo"T$'o
Replat th3 two lots as onc lot and dwelop the residcnce on one lot within the cxisting
Primary/Sccondary zoning reguldions
P€f our calculations, therc is potential to devclop at lcast 6933 sq ft of GRFA on the g|De
rcplatted lot. The pmjcct would rcsult in one primary structurc buitt to its maximum
dansity.
Pros -rhe residedce could bc constnrcted as ooe 6trq!!Wecons -client docrease the maxim'm GRFA dcvclopmcnt po,tential by 3933 sq ft
K:\Th{nr\To\nredevrncno0t!0.rrld
PhnnirgoArdtihctuletfnterion
1650E {Vrilvdlct Diy. Frllri'lte C-r a v-1,@6t6SZ r F@or.do.ncr . Fr (9ZO) 47s9().t e {97rD art{i{2
g910112620 12:18 974476499L
.l
Stephaoie Lo'rd-Johson
Archit€st
FPS PAE 63
lo*eriug the valuc of rhc lot(s)
-Massing of house inconsistcnt with rrcighboring Fo,peiies
@ba l\ne
Rezonc the propetty Spccial Deralopmcnt Dishict with a Rcsidencc Ctuster gndcrlayanc dietricl
Pcr our calorluiols, t$ rwuld !c a potcntial to dwerop up to r 0,0fi) sq ft of GRFA.Additionally, the RC zoning qould linrir the number of atr"iriog *itr to 5. The curreot
3rytq urd scpcarc lot' could have up to 6 drvelling rmits ifenipfovw housing gnia ueincluded.
4,-
Pros -thc rnuimurn GRFA dcvclopu:rant potcntial is rcalized
-the TOV could impose more derrelopnrcnt rcslrictiors
-the ToV oourd havc more inpui on rhe siting and &sigr of thi ,noject.
Cons -raning pn cess
I have atbchEd my worksrrcet which br.sks down nry GRFA calculations for the tlreeredevclopncot options. Please contact nc with yorn guestions and commeots r€gilding thcscproperties.
Sincercly,
4'-
Kfflrd|ttuovl|?d.ulano()t30.r4d
4-
,9*s At..
TOWN OF VAIL J.
Department of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
MX 970-479-2452
www.ci.vail.co.us
october 5, 2000
Steohanie Lord-Johnson
Fritzlen Pierce Smith Architects
'1650 East Vail Valley Drive Fallridge C-1
Vail, CO 81657
Re: 363 and 383 Beaver Dam Road
Dear Stephanie:
The purpose of this letter is to comment on your letter dated October 5, 2000 regarding
redevelopment of the two above-referenced lots.
Definition of "Recrealion Structure"
This definition was crealed to allow sizeable recrealional amenities for public or private club
use, subject to the issuance of a conditional use permit. The definition is inlended for primary
(i.e. non-accessory) uses. Recreation slructures are a designated conditional use within the
Vail Run special development district (SDD #5), but they are neither a permitted nor conditional
use within the Two-Family Primary/Secondary Residential zone district. Therefore, the terms
and conditions outlined for recreation struclures do not apply to the above-referenced lots.
Additionally, the swimming area proposed at your client's localion is an accessory to the primary
residential use of the property and is spelled out as such in Section 12-6D-4 of the Vail Town
Code.
Recreational Amenities Within Setbacks
The Town's zoning regulations allow ground level site developmenl to encroach upon setbacks.
This may include swimming pools (subject to Design Review Board approval). Any struclural
development above ground level is subject to the setback limitalions prescribed in the
Primary/Secondary zone district regulations.
Definition of Structure
The Design Review Board has the authority to exempt swimming pools from setback limitations.
However, the DRB does not have the authority to exempt structural elements associaled with
swimming pools (roofs, enclosed areas) from setback limitations.
{g u"n*o r^r",
lf you would like to discuss these issues in greater detail, please do not hesitate to conlact me
at (970) 479-2140.
Sincerely,
B'"--rt A/&^-
Brent Wilson, AICP
Planner ll
DRB 12120/00
Beaver Dam residence - Conceptual review of new single'family resldences. 363 & 383 Beaver Dam
Road / Lot 2 &3, Block 3, Vail Village 3d Filing.
General:
Clark:
- Likes the main house on lot 2.- Not sure that the bam house on lot 3 fits the character ofthe neighborhood.
- Like the first design concept of the house on lot 3 befter.
Andy:- The house on lot 3 looks like a house trying to be a barn rather than a barn converted into a
house.- Pool shouldn't cross property lines.- Windows in the main house tower element need to be lareer.
Mellissa:
- The bam house is too strong of an element for the neighborhood.
- Likes the overall materials and massinq.
llans:
- Barn look is not in keeping with character ofthe neighborhood.- The front entry tower element needs more glass.
Roofine tvlaterials:
DRB:
- Like the copper and cortin steal materials. Should use shingle or standing seam, not
coregated, cortin steal.
Garase bulk & mass:
DRB:
- Not too concemed about proposed bulk and mass. The Board agrees that something is needed
to break-up the rooi are there other design options available?
FPSlAlASl2A2A 49237 976476494I
Octobor 5,2000
&totf,iilsotr
Torm of Vail Community DwclopmcntDepartmc,nt
75 S. Frmtaep Ro.d
Vsil, CO 01657
VIAFAX: n9-24s2
RE: 363 a6d3t3 BcavcrDam Road
PAGE gI
FRITZLEN
PIERCE
ARCH ITECTS
4-.
DearBrmt:
Lyna Fria,ten md I cre *itl moving forward oo the dsvetopmcni of 363 and 383 Bcevcr Dam Road- As
yOu know *r ue rtill tryin8 tO dctailtins wh€frcr to dcvelop the properties &s lwo soprrrte lots or onc
!"-UiU loL. Ia rcviewing th. tOV zoning codcs, vo found thc following informrtion and atc looking
for your ftedback.
l. Mnitioos - 1t.04.2E5 Rrcrcation Stucfrrc
"Ra67eatif,'r stufire neans a4t covering qectcd art,,t a rccrealiotal NE ritty' srch s q
svinmhg pod q tct/}',it cost*.rsaatioml structues slull cuatitute sile covqage
bu slmll not be subject to building ba1/'- conrol sta,do'dr..'requte a conditiorml we
pnit"
I would tako lhig to mern that r smloortc crn be built ovcr a swimming pool ald not
co,ntibuto to fie GRfA catculrtions (trulk coobol st{d.d$) oo}y thc site coveragc. A
conditional use pcnnit would bc reguircd' 4*
2. Rccrcariortal ocnity allowcd use within s€tbick
Basod on our p1vviors convcrcatioos of the zoning codc, rccrcationrl ancnitics arc
allowcd in the saback Docs a rwrcrtion ghrcture also fall inm this crficgory.
3. Definitionr - I E.04.370 Structurc
Pcr thfu dcfmition Orc DRB her tbo urthoriry to cxcnrpted swimmiug poolr rnd tannig
courG ftom the defruition of chrcturE. Again, I rrould rdre ihig to mcan thar $e DRB
could rllow e pool ctuchrc in thc saback at their discrction.
Pterss oall with intergraation of thcso zoning codc dofrdtions and reguhtionc. Thanks for all your help.
Sinccrely,#t).., tlA\--,
Stophanie f,ord-Jolmcon
cc: Milc Srnith
Olrncr
4
KilXXt . Ec!rronf.dtkDa3\h,oj.c00Nr9o!&ncc\fi)V\D?ll,05,upd
PlanningaArdribcbreolnteriorc
1650 Eirv.ilvallq Drive FallddEc c-l . Vril, co01657 o ft@colondo.nd. fax (970) 47F.4901 . l9rol at!6{3dl
IAIAS|2420 a9:37 9744764991
I! ovfcd rad opcred bY r govcmnaatd
funcdou or is rvaihblc for urc by dl pcrrmrt
si$ q witlrour chrrgc; ol
1t.0.1J89 Scrrond plut prodrctlbulhsr..
. 'Scuond plant poducrr buriacre" mcltrt rtly Frson'
corporrtio& conlr.ny or prnncrship wl$ch rlls rry ptmt '
producr, rr dctrncd in Scstiou lt.U.zTl- A rcsmd Plrot
iroduc buriacrr rbell only opcr.tc u r condilioqlluc ia mnc
iirtfcrr whcrc it ir dlourcd. A rasonrl plsl Ptoduct b'ulincrr
rhrll bc cntitlcd to not lrort thrn nrro (2) Frraitr per lot for
rny qid ycar. ud crch pcrtnit rbdl not crcccd rirty (60)
conrccutivc &yr erch. Whcncvcr r rcrronal Pl|at Ptoductt
burir3t h aor In opcnrion, dl mcnncr. frxnrcl metcrirls
for rrtairad cquipoent rcldnj !o the burincrr ;hdl bc rc'
mvcd $on tbr rirc c locetiu of opcrrtion withil r pcriod
nor rc clceed lcvcoty nto 02) hourr. (Orrrl. 43(I9gU ! 2')
StGl (vil {4')
PAGE 02
B.b owncd or opeitcd by r pcrrol or cntity ilhdr q
govcnuuotrl &tity. raa tun{gr_ g-tL -.:PPlq tu
6y rlt pcrror wittom c.lrSp. (ffi- 2t(194) | 6.) e I
l&GJ,Jl2' Qud.Pobllc. 'Drrr-- .q".ri-iltli.: u*t e 9rc whigf ir c$rrcrizd $ fil 'd,
rvrilrbiity i rhs public. with or sidun corG but wbich ir
eondnccd-by u codty, orysizrtio4 s Pcstortr wlrch ir not r
govcrnucnul cstity. ((h4 2l(t994) ! ?.)rq.
,1
f8.Oarts lccrcrtbndrgctsrc
4-
LUA5l262g a9.37 974476496I FPS PAGE A3
.4\
DEFINMONS|
lE.0{.370 Strueturc.
.'Stnrcnrrs? neansanilhingconstuccd orerpctcd with afixcd
locatim m the ground,'but not iucluding lnlcs, lincs, clblcs, or
odpr transmission or disuibution facilitice of public utiliticr, or
mritboxcs or lig[t fixturcs. Ar thc dircr*ion oflbl dcqlgn ruvictv
and tcnnis couiE bc clcn
1t.0{.3t0 Sludio.
"SMio" mlns a bmilding or pution of a building urcd as a
plarc of w.orls by an anist, phosognpb, or u articrn in tho
4-
.4\
3r?a
O.il ll.16.93)
\
qrt qirrtF1
I
t
Department of Community Development
75 South Frcntage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
wwwci.vail.co.us
o
10.
tl
It
December 20. 2000
Stephanie Lord-Johnson
Fritzlen Pierce Architects
1650 East Vail Valley Drive, Fallridge C-1
Vail, Colorado 81657
RE: Beaver Dam Residences / Lots 2 & 3, Block 3, Vail Village 3'd Filing
Dear Stephanie,
The Town of Vail Community Development Departrnent recently reviewed the conceptual Design Review
application for the Beaver Dam Residences located at 363 and 383 Beaver Dam Road. The following items must be
addressed prior to final Desigp Review approval:
l. Properly lines must be accurately identified on the topographic survey.
2. The buildable area ofeach lot must be calculated and identified on the topographic suwey.
3. Exact locations of existing utility sources and proposed service lines from their souce to the proposed
structures must be identified on the topographic suwey and site plan.
4. Building ridge heights and eave elevations must be identified on the site plan. Existing and proposed grades
need to be shown undemeath all rooflines.
5. Site coverage calculations must be identified on the site plan.
6. The site plan must identi$ the existing and proposed layout of buildings and other structures including
decks, patios, fences, and walls. lndicate the foundation with a dashed line and the roof edge with a solid
line.
7.
8.
The location ofall required parking must be identified on the site plan.
The site plan must identiff proposed driveways; including percent slope and spot elevations at the property
line, garage slab, and as necessary along the centerline ofthe driveway to accurately rcflect grade.
Driveway turning radii must be identified on the site plan.
Driveway and/or sidewalk heating zones must be idenlified on the site plan.
The site plan must identifo a 4 foot wide concrete pan at the edge ofasphalt for driveways that exist the
sfreet in an uphill directions.
The site plan must identiry proposed surface drainage on and off-site.
{go"ouor^ro
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
I J.
t4.
15.
16.
17.
18.
19.
20.
2t.
22.
z)-
24.
zJ.
26.
27.
28.
29.
30.
Jt.
Snow storage must be identified on the site plan.
The limit of disturbance fencing and erosion control measures must be identified on the site plan.
Proposed landscaped areas must be identified on the site plan.
A complete landscape plan, including a tree preservation plan, must be submitted
Floor plans of the proposed development must be drawn to scaie and firlly dimensioned.
One set of floor plans must be "redJined" indicating how the gross residential floor area was calculated.
All exterior materials and colors must be identified on the building elevation plans. Exterior color and
material samples must be submitted.
All proposed exterior lighting fxtures on the building must be identified on the building elevation plans.
The roof and building drainage systems must be identified on the building elevation plans.
A lighting plan must be submitted.
Cross-section drawings of the floor plans and roofplans must be submitted.
Anny Corp of Engineers' review and approval conceming wetlands on this site must be obtained.
A Conditional Use Permit is required for each proposed Employee Housing Unit.
The proposed swimming pool should not be located across property lines.
The second story (including dormers) of the proposed garage should be eliminated.
Crawl spaces should be eliminated.
The north side of lot 3 is considered the front of the lot. The proposed structure must meet the 20 foot
minimum front setback requirement.
No structure shall exceed the maxirnum allowable height of 30 feet for a flat roof and 33 feet for a sloprng
roof, without the approval of a vanance.
Development of this properry shall not exceed the allowable density (including number of dwelling units,
GRFA, and Employee Housing Units) or site coverage permitted by the Town of Vail Code without the
approval ofa variance.
A physical GRFA connection must be created between the proposed house and garage on lot 2.)1,
{p*u* '"*
MWNOFVIN
DcNtrunt of Commuity Development
75 South Frcntage Rud
Yail, Colordo 81657
970,479-213E
F/D( 97M79-2452
wwv.ci,vall,co.tu
If you have any qucstions or comnents, please feel fiee to call me at 479-2173.
Sincerely,
?-44^ hZ. tt-<-
Bill Gibson" Plam€r I
Conmunity Developmeiil D€pafi n€nt
Town of Vail
$*'uo
75 South Frontage Road
Vail, CO 81657
970479-2t38
FAj{970-479-2452
COMMTJNITY DE\TELOPMENT FAX TRANSMITTAL SHEET
TO:
COMPAI\TY NAME:
FAX TELEPHONT NUMBf,R:
FROM: f3t ll 6;Ason
ItDATE: tL/z.o/a TIME:/o!so 4m
# OF PAGES IN DOCUMENT (NOT INCLUDING COVf,R SMND 3 -
RESPONSE RIQUIRED? YT<
SENT BY
TOWN OF VAIL COMMUNITY DEVELOPMENT F'AX # 97M19-UN
TOWN OF VAIL COMMIINTTY DEVELOPMENT TELf,PEONE #_97q1ze-zEg-
SPECIAL COMMENTS AND NOTES:
Buntu Dan Rzrl /t^r. Ldrn*, a,.fS
Fl' VBRYONE\FORMS\FIdhelt
Vail, CO 81657
970-479-2138
Fm970-479-24s2
C O MMI.II{ITY D EVE L OPMENT FAX TRANSMITTAL SHEET
TO:
COMPANY NAME:
FAX Tf LEPHONE IIIUMBER:
FROM:
T0wN0FvAil,l7
75 South Frontage Road
DATf,:
# oF PAGES rN DOCUMENT (NOT TNCLIIDING COVEI. SHEET)
RESPONSE REQI]IRED?
SENTBY
TOWN OF VAIL COMMUN]TY DEVELOPMENT T.AX # 970479-2452
TOWN OF VArL COMMUNITY DEyELOPMENT TELEPHONE #__gzo-a?e-2!!_
SPECIAL COMMENTS AND NOTES:
TIME:
F:EVERYONE\FORMS\FaSheet
February 01,2001
Bill Gibson
Town of Vail Community Development
75 S Frontage Road
Vail, CO 81657
RE: Beaver Dam Residence
K:\0048 - BeaverDamResidence\ProjectConespondence\TOv\bgcFINALsub0l020l,wpd
Planning o Architecture o
1650 EastVail Valley Drive Falkidge C-1 . Vail,COA.l65Z o fps@colorado.net
FRITZLEN
P IE RC E
ARCH ITECTS
Please find attached our final DRB application for the Beaver Dam Residences. The package
addresses the comments from our conceptual DRB meetings and yow letter dated 12-20-00.
Included are:
l. (3) set ofdrawings 24x36 - site, floorplans, elevations, etc
2. Wetlands Report
Because we are under quantity of l/10 ofan acre regulation 39 does not require
that the Corp of Engineers be notified. However, we have prepared the a wetlands
report with our eniwonmental consultant for the TOV benefit.
3. GR-FA Spreadsheet
Not included - Tree Preservation Report - Pending - we have met with Mark Stelle who
will complete the report prior to 02-21-01.
Per our discussion, we are planning on a February 7 ,2001conceptual DRB meeting and a Finat
Meeting on February 21, 2001 . we will bring any updated renderings to those meetings.
Thanks for your help. Please let us know if you need any additional information.
\-
-\.\,---_.
Stephanie Lord-Johnson
Architect
Interiors
. fax (97014764901 . (970) 476-6t42
Beaver Dam Residence
Replat property inio a 15,950 and 26,710 sq. ft. lots
East Lot-
Allowable GRFA15000 25Yo11710 100/o
Total
Credit
26710
3750
117'l
4921
850
5771
Parking Required
West Lot
Allowable GRFA
15000
950
Total
Credit
25Yo
'lOYo
3 Main House
2 Employee Housing
15950
3750
95
3845
850
4695
Allowable GRFA Plan Dated 02101101 Site Coveraoe Allowed Plan Dated O2l01lO1
Upper Floor 1782
Main Floor 2046
Basement 425
EHU-overflow 109
Total 4695 4362 3190 3044
Garage 1200 1058
EHU 500 609
Parking Required 5 spaces
Dear Stephanie,
I
As you requested in conversation a feqr minutes ago, I am sending all the information yciu
activities in wet[an& to ensute that thery are in compliance with the permit reguliti,oqs..activities in wetlands to ensute that thery are in compliance rvrth the permit reguliti,ons..I
have included those regulations with this letter so that you can make your ovrn decision Irbn
this matter.
In order to be,compliant with the regulations thc action must adhere to the coqditiorls
required by Nationwidr! Permit 39 and by the General Conditions (attached). In addidon,
in order that the-Corps can assess the impacts of all minor activities fi.y do require that
a - a .. - a a :- a a - a
P.O. Bc-rx 36ll r VnrL CtrLorunDrt'r
need fbryoui proposed building on Lots 2 and 3 Beaver Dam Road. It is always our
rocommendation that a client notifies the Corps of Engineers (Corps) prior to any
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EI{VIRONN/IEI{TAI SOTUTNONS, Ltd.
Mr. Mike Claffey
Sacramento District
p.Sr Army Corps of Engine.ers .
402 Rood Avenue, Room 142
Grand Junction, Colorado 81501.2563
January 17, 2001
Subjectr Nationwide Permit Notificatiocr
Iots 2 and 3 Beaver Dam Road, Vail, Eagle County
Dear Mrke;
Please find enclosed, notification of unavoidable impacts to wedands required in the building of a
single family residenge on. l,ots 2 and 3 Beaver Dam Road, Vail, Eagle County, Colorado. The
impapt to wetlands is below the threshold for notification under Permit 3g, lhorvwer the
proponent wished to advice you of the proposed building plan in order ensure that the altematives
analysis is adequately recorded. The Toq.n of Vail also requires notification.
A wbdapd delineation from September 19,12000, is'included with this apgficarion. Project
coristruction is proposed to begin upon approval of this application,
Wetlands impact is 0.015 Acre, in poor,.quality isolated wedands.
Plant Ecologist, MS
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NATIONWIDE PERMIT NONFICATION
NATIONWIDE PERMIT 39 -RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL
DEVELOPMENTS
LOTS 2 AND 3 BEAVER DAM ROAD, VAIL, EAGLE COLINTY, COLORADO
PROJECT Sm LOCAION
The Project Site, Lots 2 arrd 3 Beaver Dam Road, is a combined 0.956 Acre Lot with two existing
single family homee, The legal description of the property is NE /+ of Section 7, Towruhip 4
South, Range 80 West, 106" 22' 53" West 39" 38' 29" North (Stte). It is accessed ftom Interstate
70 at the main Vail exit, south on Vail Road to Beaver Dam Road. The prcperty is located on the
north side of the road immediately prior to Gore Creek Circle.
PROIECT PROPONENT AND pROpERTy OWNER
MikeSmith
AZ Z Holdines
1050 l?d'Street, Suite 1500
Denver, CO 80265
Telephone (303') 3894643
SURVEYOR
Intermountain Suwerying
77 Metcalf Road
Avon, CO 81620
Telephone (970) 9495072
ARCHITECT
Friulen Pierce Architects
1650 E. Vail Valley Drive, Suite Cl
Vail, Co 81657
Telephone (97 0l +7 64342
Contact: Stephanie Lord Johnson
PROJECT DFSCRTPTION
The proponents ptopose to r€morr'e the two old homes and replace them with trro single family
homes, a garage and pool declc
DESCRIPNON OFWM-ANIDS
Vetlands on Site are poor qualrty; willow dominated low gradient slope wedands typical of the
Beaver Dam Road area and rernnant of a more ertensive wetland complex prior to general
building in the area. Limited evidence of hydrology was found during a late season delineation
and the Site is impacted by past landscaping activities. Wedands have likely dweloped due to sheet
flows from Beaver Dam Road and subsurface flows off Vail Mountain. Soils were also difficult to
determine due to the addition of topsoil for landscape plantings. Generally thery were dark minenl
soils.
A delineation of jurisdictional wedand areas was conducted on September 19, 2000 using the
1987 Corlls Manual for Vedand Delineation. The delineation repofi is enclosed which includes a
drawing of the wetla3nd boundary, walands description, and photographs. The wetland boundary
was suweyed by Intermountain Surveying
PROIECT LAYOUT wlTH REGARD TO WETLANID AVOIDAI{CE, MINIMZAnON
ANID UNAVOIDABLE IMPACTS
The architects have attempted to design and locate the houses with minimum impact to wedands
while retaining as many meture trees as possible, as requhed by the Tovrn of Vail (Torn). In
addition to retaining trees the architects were required to obsene property setbacla. fucording to
the Architecg the only altemative rotation of the primary house that would avoid some impact to
wetlands would result in the loss of mature spruce trees, over 30 feet in height. In addition to
avoiding mature trees, the prirnary house has been located centrally and forward to avoid excessive
dewatering due to the high water table in the area. fucording to the Architect this central and
forward position was the only location that would enable adequate daylight to reach a two story
house,
Access was also a coruideration in the location of homes on the Site. There are only two points of
access to the Site. The west lot has an €asem€nt across the neighbors property due to Beaver Dam
Roed crossing thet property, site lines, grade, and existing trees. The east lot has the same grading
issues and wedands across the front face of the Lot. The garage size and driveway length is required
by Town of Vail tegulations.
The proponent is committed to avoiding accidental impacts to wetlands and will install standard
erosion and sedimenation control measures including silt fencing dudng construction.
DESCRJPTION OF DISTURBAI\CE
Wetlands lnt 2 - 6108 square feet 0.140 fure
Vedands lot 3 - 342 square feet 0.008 Acre
Total wetlands on Site - O,148 Acre
Totalwetlands impect - 667 quare feet" O.O1S acre
CONCLIXSION
All draurings, calculations, and site surveying included with this application have been provided b'y
Friulen-Pierce Architects.
I,IVP Ao4,l*n*nlots2 & 3 kwt DamRoad r/17/01
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Fcdcd tcgbtor/Vol. 65, No. 4zlThrusday, March 9, 200olNstices 1a88S
Tbis NWP does not authorize tho
conversion ofa ctream lo andher
aqurtic ute, ruch as tho cr€etion of an
impoundmant for watorfowl htbitat.
Thie NWP dosr not Nuthorizc stFoom
channelization.. Thir lrlWp doer nof
aulhorize tle convergion of natural
wetlands to anolhar aquatic ue, ruch arcrmtion of wetorfowl impoundments
whgro a forEsted wdland prcviouctv
oxirted. Howevor, thir NVirp authorizes
the rslocatton of non-tidal watan,
including nontdel wstlandg, ou the
proiect .lto provided th6€ arr nat Eainsin 4uatic r€souEo functiona and -
values. For- example, thie NWp nray
authorize the creation of an orpen water
impoundnent in o non.tidal 6monmts6tlsnf, provided the non-tidd "
snor3ont wetland ia mplaced bv
"I".ti_r!q {{ !"rlmd typo on rf,e prolea
site. This NWP doeg nofauthorizd th6
ralocation of tidal watorr or the
convergion of tidal waters, including
tidal wetlends. to other aquatic ueosfguch er ths conversion oflidcl wstlandr
into opon r,vsler impoundmontr.
Revelrsi on, For antancsnen t.
rarlora tion, and craadon prniacte
gonduc-rod under pangraibi trxz) *a
(aX4), thts NfirP doer not authorize any
future diecharye of drodged or fil| -
maleriel astociatsd with the rswrcion of
tbe area to itr prior condition. In cuch
caaea a loparate psrmit would be
requircd lor rny reverrion. For
rGtoratioo, otrhanceoont, and cEotion
proieAc co_oducted under paragraphr(axl) and (eX3), this NWP-aIso
a3t{orfer aay future dircharge of
drodged or fiil matsrial asaod*atod wjth
the reverrion of the arua to its
plowing or diecing br eeed bedprcprration; mechanlzed I andcleerinn to
rsmorm undesirable vegelation: and -
other related activitiee.
stoncy or appropriate Stelo agoncy
oxecuung tbe agroament or perrnil. prior
to iny rovorsion acdvity, th6 permittoo
or the appropriate Fedeml or State
age-ncy pqlt trofify thc Dietrict Engineer
and include the documantation of-tho
ptior condition. Once an arsa bae
reverted bact to itr prior pbyri,cal
conditioo, it will be cubl€ct to whatever
lhe Cotpe regulatory rcquiroDonts will
be at tbat future date. (Sectione lO and
.4041
l\hr -Oompaeatory mttigau,on ir no
requtld fof .ctivitioa rurbori.ad by tbte
NWP, !,lovtdsd the outbcizsd worik resultr
in a net incrrare in aeultic rcoource
frrnctiong end yaluel b tbc pmject rrm, Thir
NIYP can be us€d to aulhdlzB (DmpeDsatoty
Fititation PIoiectr, induditrg mitigttion
bankr, provided tha permittee notifiss tbe
Dtstrist StrBirct! ln icccdance witb csnenl
Condition 13, end th. priect includes
corlpoor8tqy mitigtloa fa furpaclr to
wat€rr oftbe Unitod Stltes caured bv tha
autborizsd wmk. Howw€r, tbir NWF docr
lot euthGire thc ravercion of 6.0 a'.a urad
for a compeosatory mitigetioo proiect to its
Fior c@dtioD" NWP e7 can be uled to
authoriza irnFtctr at a mitigation bank, but
only in clrcumstanccr where it hog been
approvad unde tho lnterragency Federal
lliti8erion Bankr Guidalinie.
30.. fueiffil Clapnncrclol, andhvfiludoml fuiclqments, Diechargea
of drefued or fill m;rarial into non-tidal
waterr-of tho Unlted Starer, excluding
non-tidal wetlands adjacent to tidal -
waters, for the condtruction or
expaneion of rce idential, commoncial,
and institutional [uildinn foundetioos
and buildi4 pade and ett-endanr
foefurcs ihal are neceraary for the uce
end neinteuance of lhe giructuros.
Atte,ndant featuree may itrcludo, but are
not linitod to, roads, farkiq lois,
88ra86t, yorda, utility hnos, rtounwater
msna3emqrt facilitioe, and recreation
hclhtiee srrch qr playgrouadr, playing
n6_tuc, atrd goll couner (provided the
Boil couBe is aa intos.l pan of tho
residential developrient). Ite
conahrrcdon of new rli arees or oil end
gar welb ir not auihorized bv this NWp.
Reddential dewlopmonts in;lude
qultiple end ringli unit dcveloprnontc.
Exanpler of commercial developmentg
include retail storer, industrial iiactlitiec.
rostruraDts, business parte, and
shopping canterr. F.xamplec of
institutional developmeirtg include
ccbooh, firc stations, governrnent offico
buildingc.,-iudicid -buildi ngr, public
wor*r_ buildirga, ltbrariee ,
-hoipi tale,
and place of iorrhip. Ito rcditdtloslirted abom ara authbrizad, pmvtded
the rctlvitic. m€Gr all of tbe bllowingcriterir:
a. Thc dtrcharp doea not caur6 th€
lorr of 3rrater thio rA acro of noo-lidalwrlcn of the lJfilGlSlEE, ccluding
non-tidal wedandr ediacenl to tidrl
walors:
- b. The dischaqe does not cause the
losr of greater thln 3oO linoor f6st of
strmm bod:
c. Tbe permittee murt Dotify the
Didrtct Bryinror in accordancs with
C,otrsal C.mdition 13, if anv of the
blowing crilerir 8rt mcl:(t) ltg diT.{rmc caurer the lcr of
gnater tbaT %o icro ol-mfifif.-I-wifurrdllic lliiiod Stelc, exi:Iuatiig-bdh-iidal
wetlands adiacent to tidal water; or
(2) The dischene caure the locc of
-anyop@orilIffifift t6-n-tb'treana, beloi rhe ordinary
hig! water mrrk (aee Note, bolow). -
d. Fc 4lrghargcr in rpocial aqurtic
sifor, ircludirg wsllaodr, fhs
notification nul includc r dclinooion
of affuctcd cpecial aquatic dtas;
e. The di*:harge iC pail of a ringle and
complete Drolsct:
f. lAa pirdittcc murt apoid and
minimte.o dircharyee into wators of the
United Strtec rt th6 profect.ite to tba
mrxinrrm cxtent prrcticablie, end the
notifialion, whon mquirsd, murt
includs a rrriltan rtrloh6nt oxpl.iling,
horv avoidancs end rainimizadon of -
loccsc of welglr of th€ Unitcd S|atog
were ecbioved on th prollct dts.
Compeneatory mirigdtioo will normally
be roquircd to offeet tho lorreg oI waterr
of the Unitod Statss. (See Gonerat
Conditi,on 19.) The notification must
alco include a compomatory mitigation
pmpooa, for ofleettlng unevoidable
loss€E of watars of thc Unitod Stato!. If
an applicant arrfitr that tha adverre
efretr of the pmiect rre minimal
witho'rt mitigation, then &e applicant
may rubdit iusdncation explrining why
comp€nsstory mitigalion rhould not be
requircd for the Dicbict Enijneer,s
conaideration:
g. When thir NWP is ured in
conjunction with any other NWp, any
comblned totrl permatrmt locs of wa-t6rg
of ths Unitod Stater exceding %o acre
requirea that tho pomittee notify tho
District Engineer in eccordance with
General Ccmdition t3;
h. Any work.authorized by this NlVp
DuEt nol cruse mot? tban minimd
degndatioo of water qualily or morc
ton minimd chrnges to thi ltow
cbaractorirtics of Eny rtream (soe
General Conditionr b and zrl
i. For diccbargcr caurint tle lorr ofllo acre on lo'' of watan of the United
StNtes, tho peroitt€e must submil a
r-€port, within 30 dayr of completion of
the worlc, to tho Djstrict Bryin-eer that
containr lhe trollowiry informadon: (f )fire name, addreos, and tolephone
numbar of the pcradtteo; (ziTha
lolltion of tbe work (3) A dsscription
of the worl; (4) The type and acrsrge of
ilz
documentod prior condition and uce
(r'.e., prior to the rertontion,
onhrDcomont, or creation activltieo)
within five yoarr after expiratioi of alimited term wetland rerioration or
clea-tion agraement or pormit, caoo it tho
dis- cb-Ego occus after thir NWp dpiros.
Thic NWP eLo euthodzs the rsverrion
of wetlondr that were roqtored.
6nhmced, or crcaod on prior-convedad
croplurd- that her uot bcin abandoned,
-in accordancs with r bindinr atreenront
betseen tho landownor andl{ifCS or
FWS (even ihoqh the rostoretton,
onhtDclnont, or croolion activlty did
nol roquire a Section 4(N p6rmiti, ilt6
fiv+yerr ruvemion linit doec lot apply
to agreenonts withoul tlDre Umit8
macbed under pangraph (axl). Tb€
prior condldon wlll be doctmonted in
the original rgreomont or pormit, Nnd
tbo det€rDinatiotr of rotum to prior
condltioas will be made by th; Fcdonl
fdad Raglstrr/Vol.
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6s, No. 47lThunday, March g, 20@/Ndicee
'&e lo* of wrten of tbe United Strtag
(e.9.,-t/rz hCI.a of emeryont wetlauds);
and (5) Tbe typc and ecreage ofeny
coop€nmtory mitigauon uoed to olfret
tbe locr of wrters of the Unlted Statec(e.9., t. rcte of omergent wetlen&
craaled on-dte)l
i. If thero ara aay op€o wator.r or
EtroamB withiD the prcioct area, tbep€rntttoe will establish and maintain, to
ihe maximuro ortent practieable,
wotland_or upland veletated bu.ffem
noxt to lhose open watan or shes[rs
consist6ot with General CnnditioD 19.
Dsed rortsictiou, conrarvetion
estslnents, pmtoctivo covrnants, or
other meana oI land concervation andprerottatiou are roquimd to protoct. and
maiolaia tbe vetetaled bulhrs
establighad on tf,e pmlect rite; end
k. Stream chennelizitioo or shED
relocation downrlream of the point on
lhe strsam whero tha anaual averare
llow is 1 cublc foot per racond ir niot
authorizod bv this NWp.
Only rorid-ential, mmnercial, and
parcel loy nating a writton
detormllstion lhat tho individual and
cumulative advsgg environmental
elfecta would be mioimal and the
prcporty owr€r had, after Oaober S,
198{, but prior to tuly 21, 1999,
committod rubctsntld msourcsr in
rslianco on NWP 26 yyith rrgard to igubdivision, in cimumBtanc;B whero lt
would bo inoquitable to frusuato tho
property ow[o.'e investmsnt.backed
sxpetations. Once the exemption is
egtablirbed for a rubdivieion,
Bubnequent lot development by
individnal propsrty oinom may
procead using NWP 99. For the
purpocet of NWP 39, ths t6rm ..r6al
oitato subdiviriou" sball be interpreted
to include circumstrnces whers a
landowner or devetoper divider a hac{
of land into smaller farccb for the
putpoee of se_Iling, conveSring,
tranflsring, loa.rilg, or developing reid
pamele. This woulil include the eitire
aroa of a meidential, commorciat. or
o^tber real etate eubdivirion, includin3
all parcele and pertr lhereof. (sections-
10 and {t}4)
NalG Arear when tbers ig no waland
vegstatiatr-ira dotormined by tbe prcrencc or
abrence of an mdinrry hirh water mark or
bed and banl. Aroeg tlat ire waters of theUnid Srater bared on thia crtfaria would
requirt a FCI.I ewo tbourh waler is
ia&equently prerant in tf,e str.8m ch.Dnel(6xcopt for epbdmcrel walers).
-{O. lgri-crltum I AclMties. Dirchargea
of dredgod or fill meteriat into non-tiiial
watem of the United Stat€8. excludinc
noD-tidal wetlendr adjacent to tidal -
watars-, for _the purpoee of improvingqricurtural producdon and the
cooEtruction ofbuildinc pads for hrmbutldingr. Autborizad ac-tivities includo
the installation, placement, or
construction oI drainege tiler, ditchee,
or lovaor; mschanizsd I andcleering;
laod. loroling; the ralggation of aiiiing
strviceable drainago ditchec conrtructEd
in wrtsrs of tho United States: and
rirr'ilar activities, provided the
pormiltse conplieo with the following
tetms and conditione:
a. For dhchagca into non-tidal
worl:nd8 to impmve agricul tural
pmduction. tho followinr criteria muet
be met if tbe pernittoo i;a USDA
pmgrr"r ptrticipanl:
(1) Thc-perrriitee mugt obteiu a
clteSorical minimel effrcts exomption,
minimal edect exemption, or mitimtion
cxempdoa from NRCS in accordaice
with the pmvhiqrr of the Food Security
Act ol198s, as amended {re U.S.C. rml
et eq.)i
(z) The digchane into non-tidal
rstlandg doee nol rarult in the loes of
Broalor tharr rzt acra of non-tidal
watlEndg on a hrm tract:
{3) The permittso muat have an NRGS-
certified wetland delineation;
- ({)the pemdttee dust implom€nt 8n
NRGS-appmved coopensatoiy
miti3rtion plan that fully olbae
wetland losgee, if requimdr and
(5) The perrritte foust subnit a
r_eport,_within,3O dayr oI completion of
rha euthorizod work, to tha lllitria
8n-gineer that containr tho ioll,owing
information: {a} The name, addraee, atd
telephone number of the permittee; (b)
The locotion ofrhe worl; (c) A
deecriptlon oI the worl; (d) Tho type
ald acreago (or squam feet) of the lbse
of wetlandr [e9., rr6-acre of emetgent
wotlands); and (e) The type. actgage (or
rquam !eet), and Iocation of
cornponsatory mitigatioa (e.6, Vg oss of
emorgsnt_wrcUandr on the larm tract); or
b. For dicchargee into non-tidal
wetlando to impmve agricullural
production, the bl}owing ffitoria must
b6 met if tho peroitteo ig not a USDA
pr€gran participlst {or a USDA
pmgran participant for which the
propoaed work do* not quallfy for
autlrjrrizotion under paragraph {a) of this
NWP):
(1) Tho discharee into non-tidil
lrretlands does not rasult in th€ locs of
gmater thal Vr acre ol non+ldal
we ands on a fantr tmct:
(2) 1tg permiuee nurl mtify the
Dielricl Enginocr in sccddrnci with
Goneral Gondition r3, if the dirchame
rceulta in the locr of peater lhan Vto-
acre of non-tidal wdlanda;
(3) The notifrcation murt includs a
delinoation of affucud wetlands; and
[4) Tbe notificatiot mult include a
co--mpensrtory mitigatioo propoeal to
offeet losaeg of waterc of th. Unitod
Stator; or
c. For tho conrtrucUon of buildiog
padr for hrm buildiryc, the dircha{e
doer not cause tbe los6 of rreater thin
r/z acre of non-tidal worlaafu that were
in agricultural produaiou prior to
December zg, r9S5. (r'.e., frrmed
wetlandr) and tho pcrmittos muet nolifu
tbe Distdct Engineer in rccordance witf,
General Conditlon 13; or
d. Any acttvity in other waters of tho
Uoitod Ststos ir limired to tbe rulocalion
of exiating eerviceablo drain.ge dltches
conrhuclod in non.tldal stroams. Tlrlr
NWP dooa not authorize tha relocatiou
of greater than 3OO linar fret of exiatim
csrvi@ablo dralnage ditcher constructd
in no-tidal rtrsamn and
_ e. Aaivltiec locatod in loo-yoar
floodplaine identifisd by FEITfA'I Flmd
Ins u_rroco Xrto Mapr or I'EMA-approved
locel figg4plain oepr muar compiy with
c,eneral conditlon 26.
The tcro "farm tract" raferg to a
parcel of land idontifled by the Ferm
Service Agency. The Corpe will tdentify
institutional rc{ivitios with stnrctures
on the-Iourdarion[c) or buildiq psd(c),
es well ag ihe attendaat Saturos,-are
authorized by thie \lltttp. Ths
comPoruatory Didgauoo propoeal
r€qurred in paregnph {l} ol thtu NWp
may ba either conceptual or deiriled.
The wetland or upland vegetatod butbr
roqlircd in paragraph 0) ol'thf8 NWp
wiII normally bo zS to 50 feet wide on
oach side of tbe stream, but the Dlehict
Eqgineer mny mquiro widar vegeteted
bufierr to rddregs docuncnted-water
quality concerna, The roquircd wclland
or upland vogotsted buffdt ir port of the
ovarut oomPonrltory midgstion
roqull'msnl for ihir NfWfP. lf the pmJect
sito wiE prsvioufly urod for arricirltirral
purpoaer_rnd the ihrm owner/oporator
ussd NWP {0 to euthoriza aclivitiar in
wetord of th6 UBited Strrr to incroaro
pmduction or oonstruct frtm buildims.
NWP 30 centrot be umd bv the
developor to authoria adiidooal
activitier in rvatas of tho Untfod Sfatos
on the profnl rit€ itr cxorrr of ths
ameago limit for I\IWP 3S (j.e., the
combined acreagB logs authorized under
FIWPI 19 l?d 4o_cannot ercced Vr acrs).
Subdiydeionr: For any rsrl sstrle
subdivleion crotod or lubdivlded aftor
October 5, l9g{, e nouficalioNr purruadt
lo peregraph (c) of rhir NVyp ir-roquirodbr any dircharge whicb woukl caura
ttro rgt|tltr total lorr of watorc of the
Unired Statac for tbs entim auMivirion
to axced tl.o tcr6. Any dirchepe in anvral ertate aubdi visior wht cb w-ould
caqs tho eggregats totrl lms of raters
of the Unirod Shte3 in tho ruMivirld
to qcoed rA actc is not luthortzed by
thie NWP, unleea rbe Dirrrlct Bngiue6r
fieDptr a padiculsr suHlvislon or
Federal Register/ Vol. 65, No. 47 lTfu:rsday, March 9, 2000 / Notices 72853
States adverseiy affected by the project;
(2) A written stitement to the niitriit
Engineer detailing compliance with
paragraph (b), above [i.e., why the
discharge must occur iu wate,rs of the
ULited States and why additional
minimization cannot be achieved); (g) A
description of measures taken ro ensure
that the proposed work complies with
paragrapbs (c) tbrough (f), above; and [s)
A reclamation plan (for aggregate
mining in isolated waters and non-tida_l
wetlands adjacent to headwaters and
hard rock/mineral mining only).
This NWP does not authorize hard
rock /mineral mining, includjng piacer
mining, in shenms. No hard rocl/
mineral mining can occur in waters of
the United States within 1oo feet of the
ordinary high water mark of hoadwator
streams. The terms "headwaters" and
"ieolated waters" are defined at 33 CFR
330.2(d) and (e), respectively. For the
purposes of this NWP, the term "lower
perennial stream" is defined as follows:
"A strsam i.u which the qradiont is low
and water velocity is slow, there is no
tidal inlluence, some water flows
throughout the ye8r, and the substrate
consists alainly of sand and mud."
(
The following general conditions
must be followed in order for anv
authorization by an NWP to be valid:
1. Navigation. No activity may cause
more than a minimal adverse e-ffect on
navigation.
2.-Proper Maintenance. Any Etructure
or fill authorized shall be properlv
maintajned, including maintenanie to
enruro public safety.
3. Soil Erosion and Sediment
Coatrols. Appmpriate soiJ eroe ion and
sediment controls must be used and
maintained in effective operating
condition during consuu-ctioo, aird aI
expo66d soil and other fills, as woll as
any work below the sdinary high water
mark or high tide line, musabe
permanently stabilized at the earlioet
practicabie date.
4. Aquatic tife Movemente. No
acdvity may substantially disrupt the
movement of those species of aquatic
life indiSenous to thi waterbody,
including those epecies which normally
migrate through the area, u_nloss the
activity's primary purpose is to
impound water. Culverts placed in
streams must be installed to naintain
low flow conditions.
5. Equipment. Heavy equipment
worki-ng in wetlands must be placed on
mats, or other rqeasures must be tqken
to minimize soil disturbance.
6. Regional and Case-By-Case
Conditions. The activitv must comolv
with any regional conditions whicir riray
have been added bv the division
engineer (see 33 CFR 330.4(e)) and wittr
anv case specific conditions added bv
thd Corps Lr by the State or tribe in iis
Section 401 water oualitv certification
and Coastal Zone Managiment Act
consistencv detormination.
z. Wild ;nd Scenic Rivers. No activitv
may occur in a component of ihe
National Wild and Sconic River Svstem:
or in a river officially designated by
Congress as a "study river" for possible
i:rclusion in the system, while the river
is in an officiai studv status: nnless the
appropriate Federal igency, with direct
management responsibility for such
river, has determined in writing that the
pmposed activity will not adversoly
affect the Wild and Scenic River
designation, or study status. Information
on Wild and Scenic Rivers mav be
obtained from the aDpropriate Fedsral
Iand nranagoment alincy in the area
{e.g., Nabonai Park Serrrice, U.S. Forest
Service, Bureau of Land Management,
U.S. Fish and Wildlife Service).
8. Tribal Rights. No activity or its
operation may impair reserved tribal
rights, including, but not limited to,
reserved water rights and treaty fishing
and huntine rishls.
s. Water Quility. (a) I-u certai-n States
and eibal lands an individual 4101 water
quality certification must be obtained or
waived (See 33 CFR 33o.4{c))
(b) For NWP8 12,74,77,18, 32, 39,
40,42,43, and 44, whore the State or
tribal 4o1 certification feither
generically or in&vidually) does not
requine or approve a water quality
rmanagemont plan, the permittee must
flnclude design criteria and techniques
ffhat will ensure that the authorized
iiiwork does not result in more than't minimal degradation of wat6r quality.
An important compone[t of a water
quality management plan includes
stormwatet managoment that minimizes
degradatioo of the downstream aquatic
system, includiEg water quality. Refer to
General Condition 2l for stormwater
management requirements. Anolher
important component of a water quality
managemont plan is the establishment
and maintenance of vegetated bulfers
next to open waters, including streams.
Refur to General Conditiotr 19 for
vegetated buffer requirements for the
NWPs.
10. Coastal Zone Management. ln
certain states, an individua"l state coa8tal
zone management consistency
concurrence must be obtained or waived
(see Section 330.4[d).
11. Endangered Species. (a) No
activity is authorized under any NWP
which is iikeiy to ieopardize the
continued existence of a threatened or
endangered species or a species
pmposed for such designation, as
identified under the Federal Endangered
Species Act, or which wiil destmy or
adversely modify the critical habitat of
such species. Non-federal permittees
shall notify tbe District Engineer if any
listed species or dosignated criticai
habitat misht be affected or is in the
vicinitv of-the prciect, or i8 located in
the designated critical habitat and shall
not begin work on the activity untii
notiffed by the Dietrict Engineer that the
requirements of the Endangered Species
Act have been satisffed and that the
activily is authorized. For activities that
may affect Federally-listed endangered
or threatened species or designated
critical habitat, the notiffcation must
include the namefs) of the endangered
or threatened species that may b€
affected by the proposed work or that
utilize the designated critical habitat
that may be affected by the proposed
work. Ai a result of fo;mal 6r iriJormal
consu-itation with the FWS or NMFS,
the District Engioeer may add species-
specific r€giooal endangered species
conditions to the Nl4rPs.
(b) Authorization of an activitv bv a
nationwide permit does not autliorize
the "take" of a threatened or endangered
species as defined under the Federalgldangered Specjes Act. In the absence
of soparate authorization (e.g., an ESA
Section 10 Perrnit, a Biological Opinion
with "incidental take" pro"visioni, etc.)
from the U.S. Fieh and Wildlife Service
or the National Marine Fisheries
Serwice, both lethal and noo-lethal
"takes" of protected species are rn
rriolation oi tie Endangered Species Act.
Infonnation on the location of
throatened and enda.ugered species and
their critical habitat can be o6tained
directly from tlie offices of the U.S. Fish
and Wildlife Sarrrice and National
Marine Fishories Service or their world
wide web pases at
http ://w ww.fivs.gov/rgendsp p/
endspo.h-'nI and
http:i/www.nfurs.gov/prot res/
esahome.hhml, re6pectivelv.
12. Historic Pro6erties. lto activitv
which may affect -historic propertiei
Ii6ted, or dligible for lisun!, ii the
National Register of Hietoric Places is
authorized, until the DE has complied
with the provisions of 33 CFR pa;t 3 zs,
Append.ix C. The pmspective psrmittee
must notifv the Dishict Eneineer if the
authorized activity may afficr a.uy
historic properties listed, determined to
be eligible, or which the prospective
permittee has reason to believe may be
eligible for listing on the National
Register of Historic Places, and shall not
12a94 Federal Register/ Vol. 6s, No. 4Z / Thursday, March 9, 20OO/ Notices
begin the actiyity until notified by the
Distnct Engineer that the requircments
of tho National Historic Presirvation Act
have been satisfied and that the activitv
is authorized. Information on the
location and edstence of historrc
rosources can be obtained bom the State
Historic Preservation Office and the
National Register of Historic places (see
33 CFR 330.4G)). For activities that may
allect historic properties listed in, or
elJgiblo for listing-in, the National
Register of Flistorjc Places, the
notificaiion must state which historic
property may be affected by the
proposed work or include i vicinitv
map indicating the location of the -
.o_rstonc propertv.
13. Notifiiati,in (a) Timinq: Where
required by the terms of the [IWp, the
prospective perrdttee mu6t notiJv the
District Engineer wittr a preconstruction
notifination [PCN) as early as possible.
The District Engineer mu-st deiermioe if
the PCN is complete within 30 days of
the date of receipt and can reouesi the
additional informabon necessarv to
make the PCN complete onlv onte.
However, if the prospective -perm.ittee
dn-es not proside all of the requested
idonnation, then the District Encineer
will notifu the prospective permi-ttee
that the PCN is-still-incompiete and the
PCl,l review process will nbt commence
until all of the requested information
has been received by the Disfict
Engineer. The prospecUve permittee
shall not beeinthe lctivitv;
(1) Until notified in writing by the
District Engineer that the actilify mav
proceed under the NWP with anv
special conditions imposed by the
District or Division Enginoer; or
(z) If notified in wridng by the District
or Division Engineer that an individuai
permit is reouired: or- (3) Un-loss'es days have passed from
the District Engineer's receiiot of the
complete notifilahon and the
prospective permittee has oot receivod
written notice from the Disbict or
Division Engin6".. Subsequently, the
permitlee'8 right to proceed under the
NWP may be modified, suspended, or
revoked only in accordance with the
pmcedure set forth in 33 CFR
330.5(dxz).
(b) Contents of Notification: The
notification must be in writine snd
include the followine in-formition:
(1) Name, address,'and telephone
nupbgrs of the prospective permittee;
(2) Location oT the proposid proieci:
(3) Brief descriptioir ofthe prbp6sed
proiect; the proiect's purpose; direct and
i-ndircct adverse environmental effects
the project would causs; any other
NWP(s), regional generai peimit(s), or
individual permitfs) used or intended to
be used to authorize anv oart of the
proposed project or any related activity;
aDo
(4) For NWPs 7, 72,74,'18,21,34,38,
39, 40, 41, 42, and 43, the PCN must
a-lso include a delineation of affected
special aquatic sites, including
wetlands, vegetatod shallows [e.g.,
submerged aquatic vegetatiou, seagrass
beds), and rifbe and p"ool complex"es
(eee paragraph rs(fl);
(5) For NWP 7, Outfall Shuctures and
Maintenance, the PCN must include
information regarding the original
design capacities and confisuations of
those areis of the facilitv wf,erc
maintenance fuedging oi excavation is
prcposed.
(6) For NWP 14, Linear
Tra"nsportation Cmssings, the PCN must
rnclude a compensatory mitigation
pmposal to offset pelmanent losses of
waters of lhe United State8 and a
6tatement describing how tomporary
lossee of waters of tf,e United St"ter *iI
be minimized to the maximum extent
practicable.
(7) For NWP e1, Surface Coal Minine
Activities, the PCN must include an
Office of Surface Mining (OSM) or state-
approved mitigation plan.
(8) For NWP 27, Stream and Wetland
Restoration, the PCN must irclude
documentation of the orior condition of
the site that will be mverted by the
permittee.
(S) For NWP 29, Single-Family
Housing, the PCN mus'l also inciude:
(i) Ary past use of this NWP by the
individud permittoe and/or the
permittee's spouse;
(ii) A statement 16a1 1[e single-family
housing activity is for a personal
residence of the perrfttee;
(iii) A description of the entire parcel,
ilcluding its size, and a delineation of
wstlands. For the purpose of this NWP,
parcels of la-nd measuring 74 acre or less
wiII not require a forma_l on-site
delineatiot However, the applicant
shall provide an indication bi where the
wetlands are and the amount of
wetlands that exists on the pmperty. For
parcols gr€ater t-b.an y{ acre in sjze, a
formal wetland delinoation muet be
prepared in accordance with the curont
method required by the Corps. {See
paragraph ls{fl);
(iv) A written description of all land
(including, if available, iegal
descriptions) owned by the prospective
pemittee and/or the prospective
p€rmittee's spouse, within a one mile
radius of the parcel, in any form of
ownership fincluding any land owned
as a partner, corpofation, ioint tenant,
co-teoant, or as a tenant-by-the-entirety)
and any land on which a purchase and-
sale agreement or other contract for sale
or purchase has been executed;
(1O) For NWP 31, Maintenance of
Existing Flood Controi Projects, tbe
pmspective permittee must either notily
the Di.strict Engineer with a PCN prior
to each maintenance activity or submit
a five year (or less) maintenance plan.
In addition, the PCN must include all of
the following:
ii) Sufficient baseline information so
as to identify the approved channel
depths and configu-rations and existing
facilities. Minor deviations are
aulhorized, provided the approved flood
controi protection or drainaga is not
rncreaseo;
(ii) A deiineation of anv affected
special aquatic sites, inclurling
wetlands: and,
(iii) Location of the dredeed materia.l
disoosal site.(ir) For NWP 33, Tempomry
Construction, Access, and Dewatering,
the PCN must a-lso include a restorati-on
plan of reasonable measures to avoid
and minimize adverse effects to aquatic
resources.
(12) For NWPS 39, ag, and eq, tbe
PCN must also include a written
statemont to th6 District Enqinesr
explaining how avoidance ind
rrinimization of losses of waters of the
United States were achieved on the
.. .pmiect site. '* -1 ,. J\ t13) For NWP 3$, Rosidential, . I nf eG"
Csmmercial. andlnstitutional
Developments, and NIiYP 4r-,-.--
Recreational Facilities, th{PCNJmust
include a comDensatorv miEcition
pmposal that offsets uiavoid-able losses
of waters of the United States or
justification explaining why
compensatory mitigation should not be
reorrlred.
[rq) For NWP +0, Agricultural
Activities, the PCN must include a
compensatory mitigation proposal to
oflset losses of waters of the United
States.
(rS) For NWP 49, Stormwater
Management Facilities, the PCN must
include, for the construction of now
stormwater maragement facilities, a
maintenatrce pla.o (in accordance with
State and local requirements, if
applicable) and a compensatory
mitigation proposal to offset losses of
waters of the United Statos.
(16) For NWP 44, Mining Activities,
the PCN must include a deicriotion of
all waters of the United States adverselv
a-ffected by the project, a description of
measures taken to minimize adverse
effects to waters of the United States. a
description of measures ta.ken to comply
with tire cdteria of the NWP, and a
reclam.ation plan (for aggregate.minfurg
actiyities in isolated waters and non-
Federal Register/ Vol. 6b, No. 47 / Thursday, March g, 2000 / Notices 12895
hdai wetlauds adjacent to headwaters
a-nd any hard rock/mineral mining
activi ties ) .
(17) For activities tlat mav adverselv
affect Federally-Listed endangered or -
tbreatened species, the PCN must
include the name(s) of those endansered
or threatened species that may be -
a-ffected bv the proposed work or utilize
the designated iritjcal habitat that may
be affected by the proposed work.
(18) For activities .hat may alfect
historic properties bsted in,-or eligible
for listing in, the National Registei of
Historic Places, the PCN must state
which historic property may be affected
by the proposed work or include a
vicinity map indicating the location of
the historic property.
(19) For NWPs 72,74, 29,39, 40, 42,
43, aDd 44, where the. proposed work
involves discharges of dredged or fill
material into waters of tle United States
resulting in permanent, above-grade fills
within 1OO-year floodplains {as
identified on FEMA's Flood Insurance
Rate Maps or FEMA-approved local
floodplain maps), the notificatiou must
include documentadon demonstatine
that the proposed work complies witli
lhe appropriate FEMA or FEMA-
approved local floodplain construction
requrrements.
(c) Form of Notification: The standard
individual permit application form
fForm ENG 4345) may be used as the
notification but must cleariv indicate
that it is a PCN and must in;lude all of
lhe information required in [b) (1)-{19)
of General Condition 1J. A letter
containing the requisite information
may also be used.
(d) District Engineer's Decisioo: In
reuiewing the PCN for the proposed
activity, the District Engineer will
detennine whether ttre activirv
authorized by tle NWP will riault in
more than rrinirnal individual or
cumulative adverse onviro nnental
effects or r_nay bo contrary to the public
intercst. The pmepective permitlee may,
optionally, submii a pmposed
nitigation plan with the PCN to
expedite the pmcess and the Dishict
Eugineer will consider any proposed
comFensatory mi.tigation the applicant
nas rtrclud.ed rn the propoBal in
detenninjng whether the not adver8e
envbonmental effects to the aouatic
environment of the proposed *ork are
minimal. If the Djstrict Eneineer
determines thal fhe actiyitv comoliesffif*""
iqrlfli-q' en viiilrnbnt ire mini nil, tii J
DiSiridi Engi.neer will notifu tne
permittee and include any conditions
the Dishict Engineer deems necossary.
Any compensatory mitigation
proposal must be approved by the
District Engineer prior to commencing
work. II the proepective pennittee is
required to submit a compensatory
mitigation proposal with the PCN, the
pmposal may be oither conceptual or
detailed. If the prospective permittee
elects to submit a compensatory
mitigation plan with the PCN, the
District Engineer wili expeditiously
review the proposed compensatory
mitigation plan. The District Engineer
must review the plan within 45 days of
receiving a complete PCN and
determine whether the conceptual or
specific proposed mitigation would
ensure no more tha.n minimal adverse
effects on the aouatic environment. If
tle net adverse iffects of the oroiect on
the aquatic envimnment (after
consideration of the compensatory
rritigalion proposal) are determined by
tbe Dishict Eugineer to be minimal, the
District Engineer will provide a tinely
written response to the applica.nt stating
that the project can proceed utrder the
terms and conditions of the nationwide
mitigation proposal that would reduce
the adverse effects on lhe aouatic
environneut to the minimal- ievel; or [3)
that the project is authorized under the
NWP with specific modifications or
conditions. i^rhere the District EDsitreer
determines that nitieation is reou"ired in
order to ensure no m-ore than nrilirnal
adverse effedg on the aouatic
environment, the activitv will be
authorized within the +s-dav PCN
period, incfuding the necessary
conceptual or specific mitigation or a
requircment lhat the applicant submit a
mitigation pmposal that wou-ld reduce
the adverse effects on the aouatic
eDvilonment to the minimai level.
When conceptual mitiqation is
included, or a mitigati6n plan is
required under item (Z) above, no work
in waters of the United States will occur
until the District Engineer has appmved
a specific mitication olar.
(-e) agency ioordiriation: The District
Engineer will consider anv comments
froir Federal and State aeincies
concerning the proposedactivity's
compliance with the terms and
conditions of the NWPs and the need for
mitigation to reduce the project's
adverse offecls on the aquatic
environment to a minimal level.
For activities requiring notification to
the District Engineer that result in the
Ioss of greater than Yz acre of waters of
the Uniled States, the District Eneineer
will, upon receipt of a notificatio-n,
provide immediately (e.g., via facsimile
transmission, overnight mail, or other
expeditious manner), a copy to the
appropriate offices of the Fish and
WildliJe Sewice, Sl,ate natural rcsource
or water quality agency, EPA, State
Historic Preservation Olficer (SHPO),
and, if appropriate, the National Marine
Fisheries Service. With the exception of
NWP 37, these agencies will then have
10 calendar days from the date the
material is transmitted to telephone or
fax the Disnict Engineer notice that they
intend to provide substantive. site-
specific comments. If so contaaed by an
agency, the District Engineer wili wait
al additional 15 calendar days before
making a decision on the notification-
The District Engileer will fully consider
a8ency comments received withi:r the
specified time frame, but will provide
no response to the resource agency,
except as provided below. The District
Engineer wili indicate in the
adminichaLive record aseociated with
each notification that tho resource
agencies' concerns were considered. As
required by Section 305(bX4XB) of the
Magnuson-S tevens Fishery
Conservation and Managemont Act, the
District Engineer will provide a
rosponse to National Marine Fisheries
Service within 30 days of rtceipt of any
Essential Fish Habitat conservation
recommendations. Applicants are
encouraged to provide ttre Corps
multiple copies of notifications to
expedi te agencv notification.
(f) Wett inds belineations : Wetland
delineations must be prepared in
accordance with tho current method
required by the Corps. For NWP 29 see
paragraph (bxgxiii) for parcols less than
Vr acre in size. The permittee may ask
the Corps to delineaie the special
aquatic site. There may bo some delay
if the Corps does the delinoation.
Furtlerrnore, the 45-day period will not
start u-ntil the wetland delineation has
been completed and submitted to the
Corps, where appropriate.
1{. Compfiance Corti.ffcatiod Every
permittee who has receivsd a
Nationwide permit verification from tbe
Corps will submit a signed certification
regarding the completed work aod any
required mitigation. The certifi cation
will be forwarded bv the Corps with the
authorization lefter. The cortification
will include: (a) A statenent that the
authorized work was done in
ffiroc
a the NIArP subiect to
the applicant's submiesion of a
12896 Federal 65, No.March 9, 2000 / Notices
accordance with the Coms
authorization, including'any general or
specific conditions; (b) A statement that
any required mitigation was completed
in accordance with the pernrit
conditions; arrd (c) The signature of tle
pelmittee certifying tbe compietion of
the work atrd mitisation.
15. Use of MuJti-ple Nationwide
Permits. The use of more than one NWP
for a si:rgle aad complete project is
prohibited, except when the acreage loss
of waters of the Unitod Srares
authorized by the NWPs does not
exceed the acreage limit of the NWP
with the highest specified acreage limit.
For -exampie, if a mad crossing over
tidal waters is constucted under NW?
14, with associated bank giabilization
autlorized by NWP 13, the maximum
acreage loss of waters of the United
States for the total proiect cannot exceed
Va aCIe.
16. Water Supply Intakes. No activity,
including structureE and work in
navigable lvaters of the UDited Statos or
discharges of dredged or fiil material,
may occrr in the proximity of a public
water supply intake orcept where the
activity is for repair of the public water
_supply ll t_ake stiucturee of adjacent
bank stabilization.
17. Sheilffsh Beds. No activitv,
including sructures and work in
navigable waters oI the United States or
discharges oi dredged or fill material,
may occur in areas of concentrated
shellfish populations, unless the activitv
is direcdy related to a shellfish
harvesting activity authorized by NW?
r8. Suitable Material. No activiW,
including sbucturss and work in' navigable waters of the United States or
discharges of dredged or fill material,
may consist of unsuitable material (e.g.,
trash, debris, car bodies, asphall, egs,f
and material used for conshuclion or
discharged must be free from toxic
pollutants in toxic amounts {eee Section
302 of the Clean Water Act).
19. Mitigation. The project must be
designed and constructed to avoid and
minimize adverse effects to waters of
the United States to the maxrnum
extent practicable at the project site (i.e.,
on site). Mitigation will be roquired
whon necessary to ensue thaf the
adverse effects to the aouatic
env.ironment are minimal. The District
Engineer will cousider the factors
diecussed below when determinins the
acceptability of appropriate and -
practicable mitigation necessary to
offset adverse effects on the aquatic
environment that are more than
minimal.y (a) Compensatory mitigation at a
'rminimnm 1:1 ratio will be required for
all wetland impacts requirins a PCN.
cloi sjiienl wiliiltlau ona] poFcy,-68
District Eneineer will establish a
prelerencelor restoration of wetlands to
m6et the minimum compensatory
rnitigation rabo, with preservation used
onlv in exceptional circumstalces.
[5) To be fracticable, the mitigation
must be availabie and capable of beine
done considering costs, existing
technology, and logistics in light of the
ovorall project puiposes. Examples of
mitigation that may be appmpriate and
practicable include, but are not limited
to: reducing the size of the project;
establishing and maintaining wetland or
uplald vegetated buffers to frotect open
waters such as sEeams; and replacing
losses of aquatic resource functions and
values by creating, restoring, enhancing,
or preserving similar functions and
values, preferably in the same
watershed;
(c) The District Engineer will require
restoradon, creation, enhancement, or
preservation oI other aquatic resources
in order to olfset the authorized imoacts
to the extent necossary to ensure that
the adverse effects on the aouatic
en\rironment are minima.l. An important
element of any compensatory rritigation
plan for pmjects in or near streams or
other open waters is the estatrlishqrent
and maintenance. to Ue maximum
extent practicable, of vegetamd buffers
next to open wators on the project site.
The vegetated buffer shouid congist of
native species. The District Engineer
will determi:ne the appropriate width oI
the veqetated buffer and in which cases
it will-be required. Normaily, the
vegetated buffer will be 25 to 50 feet
wide on each side of the stream, but the
District Engineer may require wider
veEetatad b-uffers to iddriss
do-crrrnented water oualitv concerns. If
there are open watois on ihe project site
and the District Engineer reguires
compensatory mitigation for wedand
impacts to ensure that the net adverse
effects on the aquatic enyironment are
minimal, any vegetated bu-ffer will
comprise no more than r/s of lhe
remaining compensatory mitigation
acreage after lhe permanently filled
wedands have been reolaced on a one-
to-one acreage basis. Ii addition,
compensatory mitigation must addreee
adverse effects on wetland fu[ctions
and values and cannot be used to offset
the acreage of wetland losses that would
occu! in order to meet the acreage limits
of some of the NWPs [e.g., for NiVP rs,
Vr acre of wetlands cannot be cr€ated to
change a 7z acre loss of wetlands to a
Yr acre loss; however, Yz acre of created
wetlands can be used to reduce the
impacts of a 7s acr€ loss of wetlaods).
If the pmspective permittee is required
to subDit a compenBatorv mitisation
proposal with the PCN, rie pro-posa)
mav be either conceotual or detailed.
(d) To the extent appropriate,
Dermittees should consider mitisation
banking and other appropriate fSrms of
compensatory mitigation. Il the District
Engi.neer determines that compensatory
mitigation is necessary to offset losses of
waters of the United States and ensure
that the net adverse effects of the
authorized work on the aquatic
environment are minimal, consolidated
mitigation approaches, such as
mitigation banks, will be the preferred
method of providing compensatory
mitigation, unless the District Enginoer
deterrnines that activity-specific
compensatory mitigation is more
appropriate, based on whidt is best for
the aquatic enqironment. These types of
mitigation are profened because they
i-nvolve larger blocls of protected
aquatic environment, are more likely to
meet the mitigation goals, and are more
easily checked for compliance. If a
mitigation bank or other consolidated
mitigation appmach is not available in
the watershed, the District Etrgineer will
consider other appropriate forms of
compensatory mitigation to offset the
losses of waters of the United States to
enzure that tho net adverse effects of the
authorized work on the aouatic
environmeDt are minimal.
20. Spawning Areas. Activities,
including shuctures and work in
0avigable wators of the Uoited States or
discharges of dredged or fiIl material, in
spawning arear during spawning
seasons must be avoided to the
maximum extenl. practicable. Activities
that resu-lt in the physical destuction
{e,g., excavate, fill, or smother
downstrean by substantial turbidity) of
an lmportant spawning ar€a arc not
authorized.
21. Management of Water Flows. To
the maximum extent practicable, the
activity must be designed to maintain
preconstmction downsbeam fl ow
conditions (e.g., location, capacity, and
flow rates). Furthermore, the activitv
mu6t not permanently restria or im-oede
the passage of normai or expected high
flgws (unless the primary p^*por" of"tb"
fiil is to impound-watersi ind'the
sbucture oi discharge of dredged or fill
materiai must withstand expected hieh
flows. The acti\rity must, to-the
maximum extent practicabie, provide
for retaining excess flows ftom the site,
provide for maintainins surface flow
iates from the site simiar to
preconstruction conditions, and must
not increase water flows from the
project site, relocate water, or redirect
water flow beyond preconstruction
conditions. In addition, the activitv
Federal Register/ Vol. 65, No. 47lThilrsday, March 9, 2000/Notices 72897
must, to the maximum extent
practicable, reduce adverse effects such
as flooding or erosion downstrcam and
upstream ofthe pmiect site, unless the
activity is part oI a larger system
designed to manage water flows.
22. Adverse Effects From
Impoundments. If the activity, including
stuctures and work in navigable waters
of the United States or &sciarge of
dredged or lill material, cr€ates an
impoundment of water, adverse effects
on the aquatic system caueed by the
accelerated passage of water and/or the
restiction of its flow shall be
minimized to the maximum extent
practicable.
23. Waterfowl Breeding Areas.
Activities, including structures and
work in navigable waters of the United
States or discharges of dredged or fill
material, into breeding aroas for
migratory waterfowl must be avoided to
the maximum oxtent practicable.
24. Removal of Temporary Fille. Anv
tempora.ry fills must bi rembved in th6ir
entirety and the affected areas r€turned
to their preexisting elevation.
25. Designatad Critical Reeourco
Wators. Critical resource wators include.
NOAA-designated marine sanctu.dries,
National Estuarine Research Reserves,
Nationnl Wild and Scenic Rivers,
critical habitat for Federally listed
threatened 66d sadangered species,
coral r€efs, State natural horitage sites,
and outstanding national resource
waters or other wat6r6 officially
designated by a State as having
partjcular environmental or ecological
significance and identifiod by the
District Engineer after notice and
opportudty for pubiic courment. The
District Engineer may also designate
additional critical resource waters after
notice and opportunity for comment.
-[q) Except as noted below, discharges
of dredged or fill material into waters of
the United States are not authorized bv
NWPs 7, 72,14, 76,17 , 27, Zg, g7; gS,
39,40,42,43, and 44 lor any activity
within, or directly affecUnt, critical
resource waters, indudinq wetlands
adiacent to such waters. D-ischarges of
dredged or ffll materials into wators of
the United States may be authorized bv
the above NWPs in l.iationd Wild and-
Scenic Rivers il the activity complies
with Gsaoral ConditioD 7. Further. such
discharges may be authorized in
designated crirical habitat for Federally
listed throatened or endanser€d soeciei
if the activity complies wiil Geneial
Condition 11 and the U.S. Fish and
Wildlife Service or the National Marine
Fisheries Serrrice bas concurred ia a
determination of compliance with this
condition,
(b) For NWPs 3, 8, 10, 13, 15, 18, 19,
22,23,25,27,28,30,33, 3rt, 36, 37, and
38, notification is required in
accordance with General Condition 13,
for any activity proposed in the
designated crilical resource waters
including wetlands adjacent to those
waters. The District Engineer may
authorize actirities under these NWPS
only after he deterrnines that the
impacts to the critical resource waters
wiil be no more than minimal.
26. Fills Within 1oo-Yeot Floodolains.
For purposes of ttris general condition,
1Oo-vear floodolains will be identified
througn the federal Emergeacy
Management Agency's (FEMA) Flood
Insurance Rate Maps or FEMA-approved
local floodplain maps.
(a) Discliarges Below Headwaterc.
Discharges of dredged or fill material
into waterc of lhe United States
resulting in permanent, above-grade fills
within the 1oo-vear floodolain et or
beiow the poini on a str€;n where the
average annual flow is five cubic feet
per second {j.e., bolow headwaters) aro
Dot authorized by NWPs 29, 39, qO, 42,
43, and 44. For NW?s 12 and 14, the
priospective pemittee must notify the
Districl Engineer in accordance with
General Condition 13 and the
notification must inciude
documentation that anv Dermahent,
above-grade fills in waieis of the United
Statos within the l00-vear floodnlain
bolow headwaters comply with i'EMA
or FEMA-approved local floodplain
construction requirements.
(b) Disciargei in Headwoters (i.e.,
above the Doint on a stream where the
average "tritual flow is five cubic feet
per socond).
17) Flood Fringe. Discharges of
dredged or fill material into waters of
the United Statos rcsultine irr
pormanent, abovo-grade fi-Ils within the
flood fringe of the 1O0-year floodplain of
headwatem are not authorized by NW?s
72,74, 29, 39, 40, 42,43, and +q, u-oless
the prospective pennittee notifies the
District Eneineer in accordance with
General Co-ndition 13. The notification
must include documentation that such
discharges comply witi FEMA or
FEMA-approved local fl oodplain
construction reouirements.
(2) Fl oodway.'Discharges of dredged
or fill material into waters of the United
Stater rrsulting in permanent, above-
grade fills within the floodway of the
100-year floodp'lein sf [s6d\ txlsrs ars
not authorized by N$rPs 29, 39,40, 42,
43, and 44. For NWP8 12 and 14, the
pennittee must notify the District
Engineer in accordance with Genoral
Condition 13 arod the notification must
include documentation that any
permarent, above grade lills proposed
in the floodway comply with FEMA or
FEMA-approved local fl oodplain
construcuon requirements.
D. Further Information
L. Diebict enginoers have authority to
detennine if an activity comphes with
the terns and conditions of an NWP.
2. NWPS do not obviate the need to
obtain other Foderal. State, or local
permits, approvals, or authorizations
requjred by law.
3, NWP8 do not Erant any property
rights or exclusive privileges.
1. NlWs do not authoriZe any iniury
to the property or rights of others.
5. NWPs do not authorize interference
with any existing or proposod Federal
prclect.
E. Definitions
Best monagemenl pmclrbesr Best
Management Practices (BMPs) are
policies, practices, pmcedures, or
structurcs implemontod to mitigate the
adverse envircnmental elfects on
surface water quality resulting from
development. BMPs are catogorized as
structural or non-structural. A BMP
poucy may affed the limits on a
develoomout.
Compe nsatory mitigatio n : F ot
purposes of Section 10/404,
compensatory mitigation is the
restoration, creation, enhancement, or in
exceptional circumstances, pmservation
of wetlands and/or other aquatic
resouljces for the purpose oI
compensating for unavoidable adverse
inpacts which remain after all
apprcpriate and practicable avoidance
and minimization has b€en achieved.
Creation: The establishment of a
wetland or other aquatic rosource where
one did not formeriy exist.
Enhancement: Aitivities conducted in
existing wetiauds or other aquatic
resources which increase ooe or more
aquatic functions.
Ephememl stream: An ephemeral
sbeam hae flowing water only during,
and for a short duration after,
precipitation events i.!. a typical year,
Ephemeral 6tr€em beds ar€ located
above the water table year-round.
Groundwater is not a souJce of water for
the stream. Runoff from rainfall is the
primary source of water fo! stmam flow.
Farm troc!: A unit of contiguoue land
under one ownership which is operated
as a larm or part of a farm,
Flood Fringe: That portion of the 100-
year floodplain outside of the floodway
(often roferrod to as "floodway fringe. "
Floodway: The area regulated by
Federal, state, or local roqrliroments to
provide for the discharge of the base
flood so the c'mulative increase in
water surface oievation is no more than
12898 Federal Register/Vol. 65, No. 47lThrusday, March 9, 2000/Notices
" a designated amount (not-to exceed one an ordiuary high water mark. Aquaticfoot as setby the National Flood vegetation witEin the area of stairding orInsurance Progra.m) within the loo-yea_r fldwing water is either non+mergenfloooPrarn., . sparse, or abaent. Vegetated shallows are
, ^!!:!1"d"!t ."tilifyr A test to c-onsidered to be ope-n waters. The termd.eteunine what constitutes a singlo and ,,open water,' inclides rivers, streams,complete project in.the Corps regfuatory hllr, and ponds. For the purposes of
'
progra:n._A pmject is considered to have the NWps,ihis term does not-includeindependent utility if lt would be ephenreral waters.co[structed absent the conshuction of 'perennia] streamr A perennial streamother pro jects in.the project area. has flowing warer yearirounJ d;;g ;Portions of a multi-phase project that typica.l veai. The dater table is locaied.
depend upon other phases of the proiect abbue the stream bed for most of thedo not have independont utility. Pha;es year. Grouldwater is the primary sourceol a proiect that would be constructed bf water for stream flow. Runoffhom
even if the other phases are not bujlt can rainlall is a supplemental source of
be considored as separate single and water for sbear; flow.
co.m.plete projscts with independant Permanent above-gmde fiIl: Autility. - discharse of dredgedor fili material intoIntemittent streami An intermittent waters if th" uoiild statos, including
ygeam |1s flowing water during certain wetlands, that rosults i_n a subetantial"
times of the year, when groundwater incrsaae in eround elevat.ion andprovide' wator for stream flow. During pemranen[] convert' part or all of the
dry.periode, intermittent snoa-ms may- ivaterbody io dry land. stnrctural fillsogt |qy9 flowing-water. lunoffhom- authorizeh by Mnfps 3, zs, 36, etc. arerarruar rs a supp-lemental sourre of not included.
water for sheam flow. presewation: The protection of
-._Loss o{w.atg1s of the United States: ecologically importjnt wetlands or other
waters of the united states that include aquati-c resourcis in perpetuity through
the fllled area and other waters that are thl implementation of airprouriate leialpermanently adversely alfected by and ph'ysica.l mechanisms'. pieservatiin
tlooding, excavation, or drainage as a may include protection of upland areasresull of tho reguiated- activity. adjicent to wetlaads u" o"""i.rury to
Permanent adverse effects incjude eniure prctection and,/or enhancimentpermanent above-grade, at-grade, or of the ovsrall aouatic ecowstem.
below-grade fi]ls lhat change an aquatic flesfomtron: fre-establisfimont of
area to d4r land, increase tf,e bottom wetlaud and./or other aquatic resource
elevation of a waterbody, or change the charactorislics and function(s) at a site
use ot a waterbody. The acreage of loss where they have ceased to sxist, or exist
of waters of the United States is the in a substantiallv decraded state.
threshold measurement of ths imFact to Nffle ond poil coirplex: Riffle and
exis".rg wators for determining whether pool complexes are special aquatic siles
a proiect may qualify for an NWP; it is undor the 404(b)t1) cuidelinet. Steep
not a net throshold that is calculated gradient sections of gteams are
after conridcring conpenaatory iometimes characterized by riffle and
pitigation that may be used to offset pool complexes. Such stream sections
losses of aquatic funclions_ and values. are recogilzable by their hydraulic
The loss of str€am bed includes the characteiistics. The rapid. rirovement of
linear feet of strcam bed that is fflled or water over a courr" rib.t.at" in riffles
excavated. Waters of the United Stites qesults ia a rough flow, a turbulent
temporariJy- fflled, Ilooded, excavated, surface, and higlh dissolved oxygen
or drained, but restore d to leveis in the wa-ter. pools are delper
pr€construction contours and elevations areas associated with rillles. pools are
a-fter construction, are not included in charactorized bv a slower stream
the measur€ment of loss of waters of the velocity, a suearning flow, a smooth
United States. surface, and a finer iubstrate.
Non-tidal wetlond; A non-tidal Single and complete project:The term
yetlald is a wetland (i.e., a water oI the "singli and compiete pmiect,' is defined
United States) that is not subject to the at BTCFR 930.2(i) a6 tire iotal proiect
ebb aod'flow of tidal waters. the proposod or accomplished by
-one
definition of a wetland can be found at owner/developer oi partr:ers-hip or other
33 CFR 328.3(b). Non-tidel wetlands association ofbwneri/developers (see
conliguous to tidal waters are located deffuition ofindepeudent utiiity). For
landward of the fieh tide line (j.e., the hnear projects, thi ,,singie and Lompiete
spnng lligh tide linej. pruiect" (i.e., a single and complete
Open water: An area l'at, during a cmssing) will appi!, to each crossing ofyear with normal patterns of a separato *"t"i ilfth" United Statei (r:.e..
prscipitatioo,. hrs standing or llowing a single waterbody) at that locabon. in
water for su-fficient duration to establish excefdon is for [nlar proiects crossing
a single waterbody several times at
Eeparate and distant locations; each
cmssilg is considered a singie and
complete project, However, individual
channels i-n a braided str€am or river, or
individual arms oI a large, ineguiarly-
shaped wetiand or lake, etc., are nor
separate waterbodies.
Stormwater managementi Stormwater
management is the mechanism for
conholling storsrwater runoff for the
purposes of reducing downstrean
erosion, water quality degradation, and
flooding and rritigating the adverse
effects oI changes in land use on the
aquatic environment.
Stomwater manaqement facilities :
Stornwater manageient faiilities are
those facilities, including but not
Iimited to, stormwater retention and
detontion ponds and BMPs, which
retain water for a period of time to
control runoff and./or imorove the
quality [i.e., by reducing the
concentation of nutrients, sediments.
hazardous substances and other
pollutants) of stormwater runo.ff.
Stteam bed:The subsbate of the
sbeasr channel botween ths ordinarv
high water marks. The substrate may be
bedrock or inorganic partides that range
in size ftom clai to b6ulders. Wetlands-
contiguous to the sheam bed, but
outside of the ordinary high warer
marks, are not considired-part of the
steam bed.
Stream c hannel izotion : The
manipulation of a stream s[nnns] 16
ilcroase the rate of water flow thmwh
the stream channel. Manipulation n"av
include doepening, wideriing,
straightening, armoring, or otler
activitiBs that gfinnge the 8tream cross-
section or other aspects of str€am
channel geometry io jncrease ttre rate of
water flow through the strcan channel.
A channelized s6ean romains a water
of the United Statee, dospite the
modificatious to increa6; tho rate of
water flow.
Tidal wetlond: A tidal wetland is a
wotland (i.e., a water of the United
States) tbat is inundated bv tida-l waters.
The definitione of a wetlarid and tidal
waters can be found at 33 CFR 32S.3[b)
and 33 CFR 328.3(fl, respectively. Tidal
watels rise and fall in a oredictable ard
measurable rhphm or cycle due to t}le
gravitational pulls of the moon and su:r.
Tidal waters end where the rise and fall
of the water surfacc can no loneer be
practically messured in a predictable
ihythm a"e to masking by other warers,
wind, or other effects. Tidal wetlands
are located chan-nelward of the hieh tide
line (i.e., spring high tide hne) and are
inundated by tidal waters two times per
lunar month, during spring high tidei.
Fsderal Rsgister/Vol. 6s, No. 47lThursday, March 9, 2000/Notices 12899
' Vegaate.d buffer:A vegetated upland
or weuand area next to rivers, strsa-ms.
lakes, or othor open waters which
separates ltre open water from
developed areas, induding agricultural
land. V;getated buffers pdviie a variew
of aquatic habitat firnctibns and valuee '
(e9., aquatic habitat for fish ald other
aquatic organisDc, modotation of wator
tomporature changss, nnd deu,itus lor
aquatic food webs) etrd help improve or
meintain lorcal watrer Oualitv. A
vogetatod buffor can bi established by
maintailing an exi8ting vegotated ar6a
or planting native trsoe, shrubs, and
herlaceous platrts on land next to open
waters. Mor,ved lawtrs aro not
considered vegetatod buffers because
they provide littlo or no aquatic habitat
ftrnctions and values. The establishment
and maintenallce of vecetated bulfers i6
a method of compeneaiory mitigation
that can be ussd in couiunction with the
r€s toration, creation, eihancement, or
presewation of aquatic habitats to
engure that activities authorized by
NWPg rcsult in minimal adverse ohecte
to the aquatic environmenL (See
General Condition 19.)
Vegetated s hol I olus: Vogotated
ehallows are specia.l aquatic sites under
the aoa(bXl) Cuidefin6s. Thev are arsas
that are permanently inundated and
uader normal cirgumgtances have
rooted aquatic vegetation, auch ar
seagrasses in marine and estuarine
eystems and a varisty of vasculsr motod
plants in fre6hwat6r systems.
Woterbody: A waterbody is any aroa
that in a normal year ha6 water tlowing
91 stending above ground to the €xtent
that evidence of atr ordinary high watsr
mark is established, Wetlaids
contiguous to the waterbody are
coneiderod part of the waterbody.
IPR Doc. 0Fs194 Flled 9-8-OO; 8:45 8Dl
8 .It{C OOtt€ 3710-€-f
0216A12621 12:58 976476494L PAGE 6L
FAX COVER SHEET
FPS
4-
is cover sheetl lf )0u not
I (970) 476-6342 Ext 15.
FRITZLEN
PIERCE
ARCH ITECTS
. -l
Date:
To:
Fax:
Re:
Sender:
Feb O8, AX)I
SillGlbson
479-2452
Beartr Dam tesidencec
Stephanie lod-lohnson
Bill-
Per oru ionversstio& I xritl conoctthc plur and show a ?f,$ ft storagc area for thc EllU on tte
Wcst Lot As discussod d thc DRB nccting ycrtcrday, wcEll providc you with an upd*c sa
of architcctual plurs arrd clerrations before tbe fnal DRB meeting on022l4l
P,leasc call with aay qucstioos or co,mmcnts. Tbanks*X
4-.
KS0,t8 - SE VIRDAII4RE9DENCt\PROIICTCO*RESFONOENCT\IO\AICF X0206-DOC
Plannin6oArdrirectur€olnteriolr
1650 €dv.ilvrllcy t)'irt fdldlgc Gl . v.il, CA 01657 e nilrrclluct qn a frx (97O t76.{9or . (ttq at6'63a2
g2l6A/292L 18:05 976476494L
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FAX COVER SHEET
FPS PAGE 81
4-
FRITZLEN
PIERCE
ARCH ITTCTS
Date:
TO:
Fax:
Re:
Sender:
February 8, 2001
Bill Gbson
970.479.2452
Bearcr Dam Road
Melissa Baum
receive 4 cot/er sheeL lr you not receitc
476-6342 Ext 13.
Bill-
Pfease find the layouts fior both the East and West EHU's at 1/8" = 1''Q'scale- I haw abo
included the East nesidence Fict Floor Plan which is not to a scale. Feel free to call for
additional information or commenb.
Melissa
4-
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Phnnlng.Archibchlrc.lnterioE
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Date:
To:
Far:
Re:
Sender:
FAX COVTR SHEET
97647643bL
February 812m1
BillGibeon
970.479.2452
Beaver Dam Road
Melissa Baum
FPS PAGE AL
FRITZLEN
PIERCE
ARCH ITECTS
4-.
rec€ive 4 coversheel lfyou
call (9 4765342 Ext 13.
Bill-
Please find the layoub fiot both the East and West EHU's at 118" = 'l'{' scale. I harae abo
included dre East Residence First Floor Plan which is nbt to a scale. Feel free to call for
additional informaUon or ommenB.
Melisa
4-
K:\00O - ADMINISIRAnO I OFFICIVEMPI TI$WORD TEMR It$F X CC rER 5IEIT.DOT
PlanningaArf,hitecfure.lnteriom
1650 Errt Vril VdlEy O re Fellddge C.l . Viil, CO 01657 a lnihrchitsstl(nm o f.x 19701 {25-{9ol . (lto) alGGl+!
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COPYFIL E
Department of C ommunity Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
1.
2.
February 15,2001
Stephanie Lord-Johnson
Fritrlen Pierce Architects
1650 East Vail Valley Drive, Fallridge C-1
Vail, Colorado 81657
RE: Beaver Dam Residences / Lot 2, Block 3, Vail Village 3ro Filing
Dear Stephanie,
The Town of Vail recently reviewed the conceptual Design Review application for the Beaver Dam Residences
located at 363 Beaver Dam Road. The following is a summary of the comments from that review:
A stamped survey must be submitted.
The existing driveway exceeds the maximum allowable driveway width of 48 feet. Asphalt needs to be
removed to narrovr' the driveway to the west.
The site plan must identiry a 4 foot wide concrete pan veith 2 inch invert at the edge ofasphalt for
driveways. The pan shall not be heated.
Any heated portion of a driveway or sidewalk located in the Town of Vail right-of-way must be in a
separate heat zone. The zone must be marked at the control box as "TOV" or "ROW'.
Proposed sidewalks must have a 4 foot section of unheated concrete at the street's edge ofasphalt. This
must be shown on the site plan.
No landscaping greater than 3 feet in height may be planted or installed if it affects site distance
requirements or standards.
The east driveway wall exceeds 6 feet; therefore, a bench is required per Town standards.
The grading plan must be adjusted or revised so all disrurbed grading is renrmed to a grade of 2: l. If a 2:l
gradi can noi be achieved, ritaining is required.
The parking space located wrthin the right-of-way must be removed. The minimum dimension of all
outside parking spaces shall be 9' X l9' and the minimum dimension of all indoor parking spaces shall be
9'X r8'.
All walls over 4 ft. in height require a stamped approved drawing from a Licensed PE. No wall may
exceed 6 ft. in height.
The limit of disturbance f'encing and erosion control measures must be identitled on the landscaping plan.ll.
J.
4.
5.
6.
7.
8.
10.
{grrn"uor^o"
J
TOWNAF snow storage must be provide on site and identified on the site plan.
Department of Commnity Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
wwwci.vail.co.us
14.
15.
16.
t7.
18.
19.
20.
)1
))
23.
24.
Bill Cibson. Planner I
Town of Vail
lJ.Exact locations ofexisting utility sources and proposed service lines from their source to the proposed
sEuchrres must be identified on the topographic survey and site plan.
The proposed house exceeds the 300 ft. fire hose requirement, therefore, a fire sprinkler system rnust be
installed. Fire Department approval is required.
A tree preservation plan must be submitted.
Sidewalk/bridge details must be submined.
The lot size needs to be verified and consistently identified on the plans.
All plans must be drawn to scale and fully dimensioned.
The buildable area ofeach lot must be calculated and identified on the topographic survey.
Crawl spaces should be eliminated.
A copy of the maintenance agreement for the swimming pool must be submitted.
No structure shall exceed the maximum allowable height of30 feet for a flat roof and 33 feet for a sloping
roof, without the approval ofa variance.
Development of this property shall not exceed the allowable site coverage pemritted by the Town of Vail
Code without the approval of a variance.
The physical sepantion between the architectural projection area and the GRFA of the tower entry feanue
must be identified on the floor olans.
Please refer to my lener dated December 20, 2000 for additional comments pertaining to this project. Ifyou have
any questions or comments, please feel free to call me at (970) 479-2173.
Si:rcerely,
a/,ZC a--rL.e
{g*or"uor ro
804606 .I/ai[, Cotorado 81658 .(e70.926-3594
February 19,2001
Ms. Stephanie Lord Johnson
Fritzlen, Pierce, Briner Architects
1650 E. Vail Valley Dr.
Fallridge C-l
Vail, CO 81657
RE: Tree Preservation Plan.
A2ZHoldngs, 363i383 Beaver Dam Road, Vail, CO
Dear Stephanie:
Further to our first site meeting of January 30, 2001, I have inventoried existing
significant trees on these two lots. This Tree Preservation Report will address the
interface between existing trees, proposed architectural plans, andproposed final
landscaping.
SUMMARY
The detailed information provided in this Tree Preservation Report is intended for
use EIs a guide by Project Architects and Construction Project Managers to assist them
in maintaining the health of these trees. The three attrachments concerning the "Tree
Inventory" address management of specific trees. Additional infomration conceming
anticipated over-cuts is needed before I can comment in more detail. A budget, if any,
for tree relocation also needs to be discussed.
The attachment titled "Plan of Action" should be incorporated in all production
schedules. The attachment titled "subcontractor Bidding Specifications" should be
incorporated into all bid specifications.
The opporhmity to review and monitor the proposed activities of landscape
contractors adjacent to the preexisting "save-trees" is often times the most significant
impact a consulting arborist can have on a treepreservation project. This report
provides recommendations for my advance review of the landscape plan and my post-
planting inspection of planting practices. See the attachment titled
"Landscape Plan/?lanting Practices Review".
,t
S\
.ftAt.ff-.H*,:i.
Page2 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
3631383 Beaver Dam Rd Project
Februarv 19.2001
DEFIMTION OF ASSIGNMENT
r Evaluate the proposed site plan and identify an agenda for the architect to save the
most trees on this site as possible.
r Perform a Tree Inventory for all significant existing trees: Create a number
designation, measure trunk diameter, dripline radius', and assess condition.r Provide Tree Retention Guidelines, identifu tree relocation candidates, and
recommend tree cuUremoval candidates.. Outline a Plan-of-Action for management of the existing trees.r Outline a progrzrm for Monitoring and Protect the New Landscape Investrnent.
BACKGROUND
The objective of this property owner is reportedly to save as many trees as possible
throughout the construction project. This is understandable, since the majority ofthe
trees on these two lots exceed 25 feet in height, with a collective valuation exceeding
several hundred thousand dollars.
My involvement in this project began "after" both new house footprints had been
drawn on the site plan. All comprehensive tree preservation programs begin during
the surveying segment of the planning process, due to the critical nature of tree trunk
diameters and dripline radiuses. Before any proposed impacts to trees could be
assessed, a tree inventory had to be conducted.
Tree inventory information was faxed to Fritzlen, Pierce, Briner Architects on
February 15, 2001. This report is to be used in conjunction with the amended site
plan depicting number designations for all trees.
TREEINVENTORY
A total of 68 signifrcant trees were given number designations. lnclude in
Attachments "A", "8", and "C" are details on the majority of these 68 trees.
Attachment "A"
A total of l3 significant trees are located inside the proposed building footprint.
An alternative to cut/removal is to relocate'some or all of these trees.
' Dripline radius - The distance from the trunk center to a point on the g:round imrnediately below the
outermost foliage or iateral branch tip.
x
ree
Page 3 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
Februarv 19.2001
Options for relocated trees include:
1) Moving trees to a temporary holding site until the project completion, at
which time the trees would be again be transplanted to their final location.
2) Permanently transplant trees to an effective location at the perimeter of
property where they will not be further disturbed by the construction
project.
In either case, the Architect/Landscape Architect may wish to propose the final
planting site. The Consulting Arborist should then review the proposed planting
locations to verifr the absence ofconflicts with buildings, hardscapes, and pre-
existing trees. Once approved by all parties, the Consulting Arborist should
monitor the ftee transplanting process.
Attachment "B"
There are l6 trees located immediately outside proposed buildinglhardscape
footprints. A general guideline for construction activity next to trees is to avoid
critical root zone disturbance. The critical root zone is the area ofsoil within the
dripline radius of the tree.
The 1-13-01 Site Plan not only locates foundations well within the dripline of
several very large tees, but even further disturbance is also apparent once over-
cuts2 dictated by the excavation process are calculated.
Attacbment "B" discusses the need for additional information conceming over-
cuts. Perhaps the most significant calculation conceming tree preservation on a
construction site is factoring the necessary over-cut and over-fill required to
safely create a foundation wall or a fill retaining wall. For example (in the interest
oftree preservation), the best way to deterrnine an acceptable location ofa
foundation wall is to add the dripline radius to the calculated over-cut/over-fill to
determine an acceptable location of the foundation wall. Given the proposed
I-f3-01 Site PIan, many of these trees will be severely damaged, if not killed.
Engineered design alternatives that minimize root loss within the dripline include
cantilevering, cement block walls, and soil nailing.
Attachment "C"
There are 21 perimeter trees addressed in this section. The majority of trees
located at the westem edge of the property have suffered extensive prior
construction damage to the trunk and root system. I recommend core sampling
many ofthese trees to assess health and structural integrity.
2 Over-cut - The act ofdigging beyond the main trench or hole in order to provide a safe angle ofrepose or
to provide adequate working space.
x
Page 4 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
Februarv 19. 2001
TREE PRESERVATION GUIDELINES
Requested Site Plan Amendments
This report will later recommend that tree protection fence encircle every tree on
the property at the dripline. To underscore the importance of tree preservation on
this project, all future site plans should accurately reflect the location of the
dripline fences. The following denotations are suggested:
e Create a circular dotted line, drawn to scale, representing the '
required fence location around each tree,
r Fill in each circle with cross hatches.
. Label: "Tree Protectior,Zone, Off-Limits to all People, Materials
and Equipment".
These denotations will help to reinforce the message to all subcontractors that tree
preservation is a priority on this project.
Root Zone Protection
Protection ofthe critical root zone is essential to insure long{erm health and
survival of the tree. Soil compaction can be just as damaging as root cutting and
root removal. To protect the critical root zone from excavation and compaction, a
fence should be erected before the onset ofany topsoil removal from the site. The
wiil provide a much needed physical barrier throughout the construction and
landscape construction process. This physical barrier protects against adverse
impacts such as excavation, tenching, machinery trafhc, and attempts to
temporarily store building materials.
Fencing;
Prior to any machinery activity on the site, all "save trees,'should be
completely encircled with a mesh fence. This fence should be a minimum of
5' tall and installed with "T" posts on 4' centers. This fence should remain,
undisturbed throughout general construction and initiaj landscape
construction.
If tree protection fences are removed too early in the landscape construction
phase, "save trees" become susceptible to the following types of damage:r Buthess rootsi are susceptible to damage from landscaping machinery.r The "save tree" can sustain long-term damage from the planting of
new hees, shrubs and flowers within the dripline.r lnstalling a shallow irrigation tench within the dripline of the ,,save
tree can destroy as much as 80% of its feeder root system.
'Buttress root - A large woody root located at the base ofthe trunk; usually associated with exaggerated
Ctth.
x
Page 5 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
Februarv 19.2001
Therefore, during landscape construction, fences should remain intact until
the consulting arborist has revi€wed landscape design impacts.
Fencing Altemative:
Should the fence require temporary disassembly during the construction
project for vehicle access, the consulting arborist should first be contacted to
monitor the implementation of alternative tnrnk and root zone protection. The
trunk can then be protected as specified in the "Trunk Protection" segment of
this report.
Damage to the critical root zone can then be mitigated by the application of a
landscape fabric covered by a minimum of a I 0-inch thick layer of wood
chips or a l0-inch layer of T+ inch rock. This method of mitigating soil is a
suggested option for west clump that already has a driveway extending to the
trunks of several trees.
Mulching:
"Save trees" should be mulched before initial site excavation. The mulch
layer should be 4" to 6" thick and cover the entire critical root zone (from the
trunk to the dripline). The material can be wood chips, bark, or straw.
Benefits are as follows:
. Help to reduce evaporation of ground moisture.o Reduce eroding effects of supplemental water.
r Moderate soil temperature.
. Help mitigate soil compaction.
o Recycle trace amounts of beneficial nutdents.
Construction Material Storage and Dumping:
The critical root zone needs to be void of any stored materials. In addition,
storage (even temporary) of any fuel/oil containers, or other chemical
contaminants within 20 feet of the dripline of any significant "save tee',
should be strictly prohibited. Once spilled liquids contaminate the root zone,
remedial leaching procedtues become extremely expensive and chemical
uptake by the root system often results in significant tree decline.
Trunk Protection
All tree trunks that are subject to runaway boulders or scraping from machinery
should be encircled with straw bales. The bales should be positioned vertically
around the entire trunk perimeter and tightly bound with twine. Under no
circumstances should wire/string encircle the trunk directly against the tree bark.
Straw bales will also protect any exposed root collarsa.
x
*Root collar (root flare or root crown) - A point at tree base where the roots and trunk merge.
Page 6 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
3631383 Beaver Dam Rd Project
Februarv 19.2001
Excavation Procedure
When removing topsoil, to the extent possible, all excavation adjacent to the root
zone should be cut radially away from the trunk. The operator's machine should
aiways be facing the trunk when the shovel severs the root. This procedwe
minimizes damage to the residual root system.
Root pruning:
In some cases, particularly those where the excavation cuts must encroach the
root zone within the dripline, apre-excavation hand-dug trench can reveal
critical artery roots which can be sawn by hand to minimize darnage to the
residual root system. Onsite monitoring and root pruning by a consulting
arborist is suggested at this point.
Stump Removal:
The stumps of all removal candidate trees (inclusive of alders and willows)
located within or adjacent to the dripline ofa "save tree" should not be
excavated. Rather, these stumps should be sawn flush to the ground, leaving
the stump's root wad) and adjacent "sqve tree" roots undisturbed.
Excess Soil Storage:
Excess soil should not be stored (even temporarily) within the dripline of any
"save tree". The adverse effects of this excess soil are as follows:r Compaction ineparably damages the critical root zone by inhibiting
critical gas exchange and water percolation.
. Compaction often kills beneficial soil microbes that are associated
with root health.
. The cleanup process of removing excess soil by machines often
introduces further physical damage to surface roots..
However, if temporary placement of fill soil within the dripline of a tree
becomes unavoidable, there are two prudent protective measures.
l. Encircle the trunk with vertically place straw bales.
2. Cover the entire area inside the dripline with landscape fabric prior to
adding filI dirt.
Aeration System:
If permanently adding extra soil over the root zone becomes an unavoidable
option, an adequate aeration system should first be designed and installed
under the guidance of a qualified consulting arborist. Once an aeration
system and trunk protection has been installed, the excavator may cornmence
with the addition of fill dirt.
t Root wad - The mass of soil and large stuctural roots immediately below the trunk.
Page 7 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
Februarv 19-2001
Soil Retention
Any time a proposed excavation cut approaches the dripline and the associated
over-cut encroaches the dripline, vertical shoring such as soil nailing should be
considered.
Water Stress Mitisation
A tree on a construction site can become water-stressed from several influences.. Physical root damage or destruction. Increased exposue from tle drying effects of sun upon soil and foliage.r Reduced availability of ground water, due to the wicking effects of an
exposed hillside excavation cut.r Soil compaction can adversely affect the availability of rainwater.
Supplemental Watering :
Supplemental watering of all "save hees" during this construction project
should be scheduled. Prior to initial excavation, a supplemental water source
should be secured. If hydrant water is not immediately available on the site
prior to construction, a water truck should be scheduled.
Water Frequency and Volume:
A twice per week watering program should then commence. several hundred
gallons per tree delivered via sprinkler type or soaker hose system within the
drip line is suggested. The water-emitting source should not be located
any closer than 5 (five) feet from the tree trunk ofany large.,saveD trees.
The target area for the water is just inside the dripline.
The roles of a Consulting Arborist are to review proposed impacts to retention trees,
provide guidance, and to monitor (dependant upon the project budget) construction
impacts. The creation of Tree Preservation Guidelines is an important step in a tree
preservation program. However, the people truly hired to,,scye trees,, are the
contractors and subcontactors who are onsite every day.
In addition to denoting on all future site plans the physical location of the tree
protection fence, the bidding prospectus for all subcontractors, particularly
excavators, should clearly reference the "off liririts" tree protection zone. This is
absolutely essential since the positioning of the fence limits the size of machinery
allowable, the access for backfilling, scaffolding size, and general working space
between the house and the tree dripline.
Contractors must understand that the tree protection fence must remain unaltered
throughout the construction process. Suggested contract language is included in the
attachment: "Subcontractor Bidding Specifications,'.
Page 8 of8
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
February 19.2001
CONCLUSION
The greatest threat to tree health and srrrvival are impacts to the shallow root system.
The detailed tree preservation guidelines in this report provide recommendations for
the mitigation of impacts to this shallow root system. For ease of reference, included
as attachments are: Three attachments for Tree Inventory, a Plan of Action,
Subcontractor Bidding Specifications, Landscape plan/planting practices Review,
Assumptions and Limiting Conditions.
Ifyou have any questions, please give me a call.
Sincerely,
Mark Stelle, Certified Arborist
Attachments: A) Tree Inventory - Inside Footprint
B) Tree Inventory - Adjacent to Footprint/hardscape
C) Tree lnventory - Property perimeter
D) Plan of Aotion
E) Subcontractor Bidding Specifications
F) Landscape Plan/Planting Practices Review
G) Assumptions and Limiting Conditions
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Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
Februarv 19.2001
ATTACHMENT "D''
PLAN OF ACTION
l. Amend the site plan to accurately reflect, the position of the tree preservation
fence. --Architect2. Incorporate "Subcontractor Bidding Specifications" in all contracts.
--Architect and Project manager
3. Once the Project Manager and Site Superintendent are chosen, a site meeting
should be scheduled with the Consulting Arborist to review this report.
--Project Manager
4. Verify the routing of all proposed trenches, This includes but is not limited to
utility line trenches, heating system trenches, irrigation line tenches, and any
other trenches extending deeper than four inches. The Consulting Arborist, well
ahead of any digging, should review any trenching plans that would cause an
encroachment upon the dripline of a "save" tree. ---Project Manager
5. Mulch the critical root zone of all "save" trees before initial excavation.
--Project Manager
6. Fencing (completely encircling) of all save" trees should be completed before
initial topsoil excavation. --Proj ect Manager
7. Provide Consulting Arborist witl proposed date for topsoil removal adjacent to
the driplines of all "save trees". Give advance notice so that onsite monitoring of
excavation and root pruning is scheduled. --Project Manager
8. Arrange for access to an adequate supplemental water source. Have Consulting
Arborist monitor the need for supplemental water and review methods of water
delivery. --Proj ect Manager
9. The Consulting Arborist should be scheduled for the day of backfilling the
foundation wall adjacent to "save trees". ---Project Manager
10. Prior to the onset oflandscape construction, the Consulting Arborist should be
provided with and review the final landscape plan, specifically the planting
specifications, and all proposed encroachments upon native "save trees".
--Architect
I l. The Consulting Arborist should be notified to be present on the day that
irrigation trenching is commenced. --Project Manager/I-andscape Contractor
12. Following the completion of landscape construction, the Consulting Arborist
should be contacted to inspect the landscaping project for adherence to
approved planting practices and adequacy ofirrigation delivery.
--Project Manager.
Ms. Stephanie Lord Johnson - Fritden, Pierce, Briner Architects
3631383 Beaver Dam Rd Project
February 19,2001
ATTACHMENT '6E''
R BIDDING oNs
363/383 Beaver Dam Rd., Vail
I hereby recognize and acknowledge that Tree Preservation on this project is a
priority.
I acknowledge that the entire soil area under the branches of this tree is sacred.
The top few inches ofsoil conlain the majority ofthe tree's feeder roots that are
crucial to survival.
A fence will be erected to protect the entire soil area from the trunk to the
outermost branch tips. Under no circumstances should this fence be altered or
removed throughout the construction or landscape construction project without
prior approval of the Consulting Arborist (Tree Spgcialist).
I acknowledge that excavating, trenching, backfilling, machinery taffrc, building
material storage and dumping of construction related liquids within the fenced
area is strictly prohibited. Tree trunks shall remain free of nails and/or strangling
wrre.
. I agree to notifr all of my employees of these Tree Preservation requirements.
Signed:
Date
O Copyight Precision Trcc Wo*s, lnc., Yr 2000
Ms. Stephanie Lord Johnson - Fritzien, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
Februarv 19.2001
ATTACHMENT "F"
APE PLAN/PL PRAC
Irrigation Trench Layout and Installation
Trenching, even EIs shallow as 6" can cause significant damage to neighboring frees.
r A plan depicting the layout oftrenches adjacent to the dripline of"save
trees" shouid be review by a Consulting Arborist before trenching is started.
. A Consulting Arborist should also be scheduled for monitoring of trenching.
Irrigation Head/Emitter Layout
Many landscape contractors have misunderstandings about the airlmoisture
requirements of trees. The volume, frequency, and head placement are all critical
components of an irrigation system for new landscape trees. A Consulting Arborist
should review all of these components, particularly the head/emitter placement.
Planting Specifications
Approved planting procedures optimize transplant establishment. Have a Consulting
Arborist review the adequacy ofplanting specifications before tree installation .
Post-planting Inspection
Close adherence to approved planting practices will shorten tlle transplant shock
period, improve survival, and assure a healthier start for transpiant trees. An
inspection by a Consulting Arborist can address the following:
. Presence of insects or diseaseo Relationship ofroot flare height to that offinal grade
o Root ball preparation and relationship to adjacent soil
. Guying/strappingadequacy. Tree/grass conflicts and mulching adequacy
Soil Structure and Fertility
The heavy clay soil type prevalent in this region can cause many long-term problems
with transplant tree establishment. A Consulting Arborist can review the adequacy of
imported topsoil and suggest alternate methods of soil preparation.
Protecting the Landscape Investment
While the Landscape Architect and Landscape Contractor provide the artistic design,
and plant material, the Consulting Arborist provides a background in tree biology and
the technical expertise necessary to manage the living investment for its full potential.
To schedule Mark Stelle, Certified Arborist, call 9'10-926-3594
Ms. Stephanie Lord Johnson - Fritzlen, Pierce, Briner Architects
363/383 Beaver Dam Rd Project
February 19,2001
ATTACHMENT "(r
The roles of a Consulting Arborist are to review proposed impacts to retention
trees, provide guidance, and to monitor (dependant upon,the project budget)
construction impacts. The people truly hired to"seve trees" are the contactors
and subcontractors who are onsite every day.
All inspections were limited to visual examination of accessible parts, without
dissection" excavation, probing, boring or other invasive procedures, unless
otherwise noted in the report.
Neither tree heights nor hee age measurements were considered relevant to the
assignment and were not calculated.
There is no waranty or guarantee, expressed or implied, that furlher problems or
deficiencies of residual trees may not arise in the future.
February 20,2OO1
BiflCibson
TOV Community Development
75 S Frontage Road
Vail, CO 81658
RE: Beaver Dam Residences
FRITZTEN
PIERCE
ARCH ITECTS
Dear Eill:
The documenb dated 02-1 9-01 reflect the isues outlined in your letter dated Feb 15, 2001 and our
;|ffil"-a:|,"b
16, 200'l' There are stillseveral iterhs that are still under discusion or pending more
1. Lot 3 Driraeway (west)
a. Sib Disbnce
i]il,f,fl"t I will be meeting the week of February 26, 2cri1ro review sire distance and possibte
b. Fire Department access
I met with Mike Mccee and will be tryitg to improve the street access. This may require workingwith the neighboring Property owner whth will extend our time rrar". rn" site distance isuemay also impact acces.
2. Revocable permit on public Right of Way (Lot 2 and 3)
I will get this to you next weeli
3. Fire Sprinkler Sptem ([ot 2 and 3)
PYtl"s Ty meeting with McGee it was confirmed that Lot 2 (East Residence) will be sprinkled.Lot 3 will not need to be sprinkted if we can get the acces addressed. r wif Ue ,""r.ki;;;;;;;"r,next week.
4. Landscape plan
I will submit the revised Landscape pran per our discussion ne)c week
5. Tree Report
The report is complete and I will submit it next week
6. Pool Maintenance Agreement
The agreement has been generated and t will submit it nelc week.
\\sEK'vERWAINSHARE\Oo{8 - BEryERDA ,rREsrDENcnpRoJEcrcoRREspoNDENcE\Tc^ABcr-TRo22o.Doc
PAGE I of 2
phnning.Architectureolnteriors
1650 East Vaif Vaffey Drire Fallridge C-t . Vail, COot65z r va architecrs.co m . tax (g7),t 476-490.t . Om) 476$g42
FRITZLEN
PIERCE
---: i
1.
a.
b.
c.
d.
7. SidewalldBridge Details
I will submit those next week also
A couple of lsues on the site plan dated 02-19-01
Stephanie Lord-Johnson
Architect
Lot 3
waffsover 4' -theywillbeengineered ARC H ITECTS
limit of disturbance - | have shlown this to the best of my ability. I imagine it will be updated as
the staging plan and tree preservation report are integrated.
sidewaTk iiitars in easement - | have movid the pillars as far out of the easement as posible.
One corner still sticks into the easement otherwise the grading Sets to steep.
ehu storage - I did not show the EHU storage because we have the garage space for storage'
Lot 2
a. snow storage - | forgot to hatch the (2) areas to either side of the driveway - | will update
accordingly
Please call with any questions. As I mentioned on the phone, Lynn Melissa and l, are out the
remainder of Sris week (21-23). They will be in Monday the 26h or I will be in on Wednesday the
28q. Thanla again for your help.
Sincerely,
....6U28/2A2L L8:A2 974476494I FPS PAGE tsL
4-
To:
0:r-2e01
BillGibson
479-24 2
Beaver Dem Residences
Stephanie lord.Johnson
FAX COVER SHETT
llate:
Re:
Sender:
Bill-
Aftadted is the Tree Preservation Repon. Folloring ate some commenE rc6pdir6 the findings in the
rePort:
1 . Attachment A - Trees inside building fooprint 4-
The S tlees that are easily atocated will be reptarmC on-site. l-ocation to be deErmind
The 3 nrees that reguirc alternate methods will be araluaEd with the orrner regarding
relocating
2. Anachment B - Trees immediately oubide propooed building
We will revier,v each tree and discuss the best murse of action with the owner, aontractor,
structural engineer and arborist to determine the next course of action'
3. Attachment C - Tree$ at Perimeter of property
Again, the project team will reviar thl comments and determine 0re next course of action.
We will be scheduling a rneeting widr the archimct, confactor, and arborist to reviot the report
findinp and how to i-ncorponte recommendations. This is 6Oing to be an.on-gping proc€s At _th*
arboril, involremenl I do not imagine *e will hare all deciions finalized by Mardt 7 (Final DRB).
Please let me know hor you nould like 0ris addressed.
Thanlal
ARCH ITECTS
4_
o Architecfure . lnterioB
. V.lL co 81657 l wihrchect'com . f.x (920)'176^a901 e (tt[) aTCsiLz
FRITZLEN
PIERCE
call(970) 476-6342
EICICUMENTl
Phnning
1550 E r Y.il v.ll€ry odve F.lldd8p C-r
REC'DMAR-12001
621281262L L8:.A2 974478499I
Page 2 oft
Ms. Stcphruie Lord Johnson - Fritzlen, Picrcc Brincr Arshitects
363/383 Beaver Daur Rd Project
Fcbruary 19,2001
pEFTNITION OF ASSI,G. ]TMENT. Evaluatc the proposed site plan and identify nn agenda for Ore architcct to ssve thp
rnost trees on this sitc as possiblc.. Perform a Tree lnventory for all sipificmt cdsting uecr: Crcate a oumber
dcsignation" measure tnrnk diasretcr, driplinc radius', and assess condition'
r Provide Tree Retention Guidelines, idcntify troe rclocation oaudidatcs' and
rpcommend tree cul/Fmoval candidates. 4- ,r Outline a Plan-of-Actiss fo1'nnnngcmcnt of thc existin! trecs.
o Outline a program for Monitodng ad hot€ct the New Landscapc Invcstm€nl
BACKCROI.JND
The objcctive of this pmpcrty owner is rtportodly to savc 8s many hEes as Possiblc
througborrt the corstruction projccl This ir rmd$standsble, since tbe majority of tbc
trces on these two lots exceed 25 fcct in hcight, with a collcctivc valuation cxccediug
scvcral hmdred thousand dollan.
My involvement in this plojcc't bcgan "aficr" boih ncw house fooqrints bad beerr
drarvu on the site plao. All conprchensivc lcc prtservation proFrams b€gin dtuing
tbc srweying segment ofthc planning process, due to Ore fiitical nafiue ofu,ee trut
diEfiretcrs and dripline radtuses. Beforc any proposed impacts to rees could be
asscssed a tree inventory had to be conducted.
Trcc invcntory information was fsxcd to Fritzleo, Picrcc, Brinet Arrhitects on
Fcbruary 15, 2001. This r€port is to be uscd fur conjunction withthc ameod€d sitc
plan depicting nunba dosignations for all trccs.
TREEINYENTORY
A total of 68 significanl fecs werc givcn number dc*gnatione. Iucludc in
Attaohmcnts'A", "8", and't" ar€ dstails on the urejority of thcsc 6E trces.
Anachmenl'jA-l
A total of 13 significant Uees ale locatcd inskle the proposed building footprint.
An alternative to cut/removal is !o r€locate some or all of thcsc tlecs,
I Driplir* t"di* - Thc dimcc fron thc trunt ccntcr b a pofirt or rlrc gmrrnd aotnoAi*cty bclor fu
outcmroct folirgc or l.rs l k'[cb tip-
PAGE 62
x
I
4*
O2l28l2A2L LBiAZ 97447649OL FPS PAGE A3
Page 3 of8
Ms. Stephanie Inrd Johnson - Friulcn, Picrcc, Brincr Architccts
36ll38t Bcaver Dam Rd biect
Fcbnuryl9,200l -' ..
Optious for rclocarcd trees inslude:
l) Moving tees io a t€mportry holding site rrntil the project cornplction' at
whichtirre thefieesworld be sgainbc bansplanted to thcir final laation
2) Pemancntly eanspl8nt tces to rn effcctive location * the P€rimcflr of
propcrty urbcrc thoy will not bc fiuthcr distrubcd by the corrstnrction
proj€ct
In eithcr casc, tbs Arshitsst/Landscspc Architcct mly wish to proposc thc fiual
planting site. The Consulting Artorist should thcn r€view thc ptopo$ed planting
locatioirs to vcri$ the abscnce ofconllicts with building$ hardscapes, and pre-
cxisting trccs. Once epproved by all pqrtics, thp Consulting Arborist should
monitor the tec tansphnting proccss.
Attachsrcnt'?"
Thcrc arc l6 ftcs locatcd immcdiatcly outsi& proposed building/hatdscspc
fooSrints. A gcocral guidclirc for construstion activity ttcxt to trccs is !o avoid
critical rrot zone disturbance. Tbc critical root zonc is tbc arcs of soil within tht
driplinc radius of thc tcc. 4- - ..
The l-13-01 Site Plsn not only locates formdatioru well within thc driplinc of
sevcral very targe tcec, but wen fir0re,r disturbaaco is also appsr€dt oncc ovcf,-
cutd dictatcd by the excavation proc€ss ar€ calculatcd.
Attachm€ff "8" discusscr thc need for additional information concemitg ovef,-
cuts. Perhaps tlrc most significant calculation concaning hee preservation on a
constnrstion sitc is frdoring the necessary over-cut and ovcr-fill rcquired to
safcly crcatc a foundation wall or a fill rctsbiqg wall. For cxamplc (in the interest
ofhec prescrvation), thc best rvay to dctErmhc an acccptablc location ofa
foudalion wall is ro add thc dripline radius to thc calculated over-cut/over-fill to
dctcrmine an acccptable location of tbe foundation wall. Givcn fbc proporcd
f-l&01 Sitc Plrn, nery of ttoc hler ilill bc rwcrcly drmrgcd, if nor Hllcd.
Engineered design altcrastives that minimizc root loss within thc &iplinc includc
cantilwcring, cemcnt block walts, and soil nailhg.
A$achment'C"
Thcre are 21 perimctcr becs addrcssed in this section. The majority of trccs
locEfcd at thc nrcstcnl edgc of the Fop€rty havc qrffcrcd sxtcnsiye prior
coffitsuction damagc to thc tnmk and root systcdFfracammend corc saurpling
mtly of thesc tsees to asscss bcalth and strnctural inrcgnty-
2 Ottr-cut - Tl|r et of dlgging bcyood rbc ruin tarcb or holc in onta to provide e rafe rngle of rcpor c
m povidc adcqulc uro*irrS sprce.
a2/2A/2A2L. LSt62 97647649OL FPS
Page 4 oft
Ms. Stephanir: Isd Jolrnson - Friulst, Pierce, Brircr Architects
\ 363/383 BcaverDau Rdkoject
,rX February 19,2001
TRFE PRESERV. ATrON gTJDFLTNES
Reoucsted Sirc Plan Amcndmcnte
This report will later rccommcod thar rce p,otcction fcnce cncirsle cvcq, tlce on
thc property at thc driplirc. To uudcrgcors thc importancc of tce prescrrration on
this projcct, all finrc sitc plans rhould accuraefu rcflcct the location of thc
driplinc fenccs, Ttc followiry dcnotationr arc snrl[egcd:o Crcale a circulu dotted line, drawn to scale, rcprcseoting thc
rcquircd ftncc location arrorurd cach tec.. Fill in crch cirslc with sloss hatches.r Labcl:'Trec ProtcctionZnnc, Ofi-Umits to all People, Materials
and Equipmcnt".
Thesc denotations will hclp to rcinforcc thc raessagc to all subcontractors rh{ trcc
preservetion is a priority on this prqioct.
Root ZgEe Pmtection
Frotection of tbe critical rcot zonc is cssential to insw€ lory-t€rm h€alth atrd
survival of thc trcc. Iloil compaction can be jrut as daqrsging as root cutting and
root rcmoval. To protoc't thc critical rcot zonc frorn occsvation and compactio4 a
fence should be crestod beforc the onset of any opsoil removal tom the site. The
will providc a much ncodcd physical barriorthroughout the commlction ard
landccapc construction Foccrr. This physical barrier protects agains advcrsc
impacis such !s cf,cdfation, tcnching, n*hinery taffic, End oncNDpts to
temporrily storc buitding matcrialr,
Fcnciag:
hioro any machineryactivity oo lhe sil€, #save trecs'should bc
completely cncirclcd wittr a uresb fencc. This fcr$e irhould be aminimum of
5' tsll aod installcd with'T"'posts on 4' ccntsrs. This feircc drould rcrnNin,
undismfucd throughout gcncral oonstrrction and initial landscape
constuction.
Iftrcc protcction fonoes arc rsmovEd too earty in the landscapc construstion
phasc, "savc tccs" bccomc susceptibtc to thc following types of damagc:o Buttess rootsr arc susceptiblc lo daurage firom landscaping maclrinery,r Thc "savr hw" oan $tst8in long,tcrm damagc from the planting of
nenr trres, shrubs and flowcrs within thc dripline.r Ingtalliru a sballow inig*ion ncnph within rhe driplinc of the *stvc
bee cau dcstsoy as much as 80% of its feeder root systcm.
rBrttrcas root - A largp woody root loslrcd at ttrc brsc of thc rur*; usurlly srocirrcd witb exrggestcd
tirtlt,
PAGE A4
4-'
O2l2Bl2a2L t8:92 974476498L
Pagc5ofE 4--..
Ms. Stephsnic Lord Jotrnson'Fdtzlco, Pie,rce, Brirrct Architccts
363R83 Bcever Dam Rd Project
Fcbruary 19,2001
Thcreforc, durfurg landssapc sonstuctiol, f:ncor should rcurin htrca urdl
tbc consubing uborb, hrt rcrdc'wcd hndccepe dcrign luprctr.
Fencing Altcrnative:
Should tha farcc rcquire tcrnporary disasscrnbly druing the constnrction
project for vchiclc access, thc cottsulting aftorist should first bc contactcd to
monitorthc implcarcotation of altcmative runk and root zonc prctoc-tior The
trur* can thcn bc proaotcd as spocified intbc "Truol ltotcation" scgmcnt of
this rrport.
Damagc to tbc criticrl root mrc can thcn bc mitigatcd by thc application of a
landscapc frb,ric covcred by e minimum of a lGinch thick laycr of wood
chips or a l0-inch lalu of % fuich roclc This mahod of mitiggting soit ls a
suggestod option forwest clump that alrrady has a driveway extcnding to thc
trunks of scvcral trecs.
Mulching:
"fure trees" should bc mulc,hed before initial sitc cxcavation. The mulch
layer should bc 4" to 6" lhick and covcr thc cnrirc critical root mnc (fi,om thc
trunk to thc driptine). Tbe rnaterial can be wood chips, bart, or stsaw.
Benefits re as follorra:o Help !o roduce enaporciort of groud moisture.r Rcducc qoding cffccts of supplcnrcntal water.r Modcrato soil tenrperature.. Hclp mitigatc soil compacrion.. Rccyclc tracc omounts of benefisial nutients.
Constuction Matcrial Stmagc arrd Drmping:
The critical root zone nccds !o bc void of any stored rratcriah. In addition,
storagc (even tcmporary) of any fuoUoil contsitras, or other chemical
contarnioants within 20 fect of the dripliac of any srgnificEnt "savc hcc"
should be strictly prohibited. Oncc spillad liquids contamhate ths root zonc,
remedial lcaching procedurcs become €cdrcnrely expcnsive and cbcmical
uptake by thc root systun often results in sigpificurt tec declinc.
Tnmk Protcctio,n 4- ' ..
All tree tru*s tbst ar€ zubject to runaway boulders or sc,reping ftom machiaery
should bc eircircled with straw balcs. Thc bales Sould bc positiorcd vertically
around the cntire trrurk pcrimcter and tightly bowd with twine. Undcr no
sircumstances should wirc/string encircle the trunk dircctly ageiml lhg t€e bsrk
Strlw bales will also protcct any exposod rmt collars..
PAGE 05
x
'Root ooller (root flarc or root oown) - A poinr d tcc brec whcre thc roots and Ounl mergc.
a2/28/242L !8162 974476494L FP5
Page 6 ofB
Ms- Stephanie lord Johnson - Fritzlcn, Pierce, Brincr Arshitccts
\ 363683 Bcavcr Dam Rd Prcject
r)1 Fcbnraryl9,200l
Excavation Proccdure
Whcn rc,rnoving topsoil, to tbo extcnt possible, gll ccrcavation adjaoent to thc root
zone should be cut radially array fiom the ururkJlc'operator's machire should
atways be faoing thc tuttk when thc shovel scvers the root. This procedurc
minimizes danagc to thc rcsidud root $yst€m.
Rootpruning:
In somc cqlcs, particularly thosc whcrc thc cxcsvauon cuts must crrcroach thc
rpat zone witbin thc &iplinc, a pre-cxcavation handdug trerrch can revcal
critical atery roots which can be sawn by hard to mirumize daurage to the
residual root s)6teur. Onsite moniloring and root pruning by a conmlting
arborist is suggestcd at this point.
Stump Removal:
The stumps of all rsrroval candida,te uecs (inclusivc of aldcrs and willows)
locatcd within or adjaccnt to the driplinc of a "save trree' should not bc
cxcavatcd. Ralhcr, thcsc stumps should be sawn fluth to the groun{ leavmg
the stump's root wadr and adjacent'scve lrse" roots undistubed.
Excess Soil Storage:
Excess soil should not bc storcd (cvtn tcrnporarily) within thc driplittc of any
*save t!€". The atrverse effccts ofthis excess soil sre ss follows:r Compaction irreparably d"mages thcci$cal root zooe by inhibiting
critical gas exchange ad urater pcrcolation.". Compaction often kills bcncficial soil microbcs tlrst arc associdcd
with root hslth.r Thc clcanup proccss of rernoving crccss soil by machincs often
intr,oduces finthcr physical dauragc to surfacc roots..
Howwer, if tenrporary placement of fill soil within the driplinc of a bec
becomes unavoidablc, thcre ate two prud€nt proteotrvc mcBsutco.l. Encircle the trudc witb vcrdeally place straw bales.
2. Cover thc cntire area inside the dripline with landscape fabric prior to
adding frll dirt.
Aeration Systcm:
ffpermmcntly adding cxta soil ovcr thc root zone becomes m unavoidable
opion, an adequale acratim system should first bc dcsigncd ard installod
wrder the guidsnco of a qualificd corcrrling arborist. Once an acratiou
rystem and trunk potcction has been fursttllc4 thc excavator may co|Itmcnse
withthc additionof fiU dift.
PAGE g6
t Root rrad - '[rc mrss of roil and lrrge rtucNral roots irediaply-hlow rhe tunk.
OU2A|262L LfJ:A2 974478496L FPS
Page 7 of8
Ms. Stophanic lord Johnson - FriElco, Picrcc, Briner Architccts
36313t3 Bcavcr Dam Rd hojcct
February 19,2001
PAGE g7
Soil Ren@don
Any time a propooed cxcavation crn approaches thc dripline and tlrc associstod
ov€r-cut cncrcachcs thc dripline, wrtical shoring suc,h as soil nailing strould be
considcrcd.
Water Sbess Mitigation
A tlee on a sonstsuction sitc csn bccomc wuier-sfucsscd from scvcral influcnces.r Physical root damagc or dcstructionr lncreascd €xpostuc from the drying cffects ofsun upon soil and foliage-r Rcdnccd availability of ground warcr, duc to the wicking cftcts of an
cxposcd hillsido cncsyation cut. 4- -. Soil can adversely alfoct thc avaitability of rainwater.
S npplcmcntal lVateri rrg :
Snpplancntal watering of all "save hees" ftning this constnrction pmjcct
should bc scbEdulod. Prior to initial ecrcavatiorl a sr.Fplcmcntal qrEtcr sourcc
should be secut€d. lf hydrurt rvater is not immcdiately availablc on thc site
prior to consfucdoD, a war€r huck should be schcduled.
Watcr Freque,ncy and Volume:
A twicc pcr *cek $'stsring program drould then commeuce. Swersl hundrsd
gallons per trec delivcred via sprinkler tlpc or soaker hosc systcm within tbe
drip linc is suggestcd. Tbcwetcncuitting rource rhould rot be tocrtcd
rny clorcr then 5 (fwo) frct fron the trec tnrnk of rny lrrac .revC trcu.
Thc trrgpt area forthc watcr isjust insidc the dripline.
suBcoN[RAcToR BIDDFTG SpECmcATroNS
The roles of a Consultirtg Arborist ars to rcvicw proposcd impacts to rctcntion tttcc$r
provide guidmce, and to monitor (dependant upon tbe project budgct) coDrilruction
impacs. The creation of rree hesen arion ouidelines is an imporiant step in a Fec
presenation prograur. Horrwcr, thc pcoplc truly hirgf to ,,save trees- trelhe
contrBctors and subcontactorc who are onsite every B. ' ..
In addition to denoting on all future sits pl8trs the physical location of thc lce
protcction fencc, thc biddirrg prospcctus for all subcontractors, puticularly
cxcavatorr, should clearly rcfcrenco the "off limits' uec protcction zonc. This is
absolutely essential siqc€ tte porltioning of thc fcnec limits the rlze of mrchlncry
ellovrblg thc rcccn for brckfilling rceffoHing rizc, end gcncrrl rorting lprs!
betwecn thc houre eud thc tree driplina
Contractors must urdercland rhtt the trec protection fcncc mrrst rcrnain unaltergd
throughout the constuation process. suggcsted contact language is includod in the
anachrncnt: *Subcontnctor Btdding Specifications',.
g2l28l2g2| 18:42 979476496L PAGE g8
Pagc 8 of8
Ms. Stcphanic Lorrd Jolrnson - Fritden, Picrcg Briner Archit€cts
363R83 BcavcrDasn Rd Projcot
February 19,2001 ,. _
CONCLUSION
Thc grcatcst tbrcat to tree health ad survival arc impasts to thc shaUow rcot systm.
The dctailed trce pruscrvation guidclines in this raport provide rccommcndations for
. thc mitigatien sf imfracts to this shallow root system. For easc of referencc, includsd
as attachmcnts are: Thrce qttacbmcnts for Tree lflvcntory, a Plan of Action,
Subconhaplor Bidditg Spccifications, Landscapc Plan/Ptanting hactices Reviar,,
Assumptions md Umiting Couditions.
Ifyou havc any questions, plcasc give me a call.
Sincerely,
Mark Stelle, Certificd Arborist
Attachncms: A) Trce Inventory - Inridc Footpiut
B) Trec Inventory - Adjaccnt to FootprinilnrdsqRc
C) Tree Invcniory - Propcrty p€dmeter
D) Plan ofAction
E) Subconrrcor Bidding Spccifications
D LsndscAe Plao/Planting Practiccs Review
O) Assurptions and Limitiug Conditions
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O2/281242L l8ia2 976476496I FPS
Ms. Stcphanic L,ord Johnsou - FdEle& Picrs€, Brincr Architocts
363/383 Bcavff Danr Rd Project
Fcbnrary 19,2001
AITACHMENT "D''
EILAN OF ACTION
l. Amcnd ttc ritc plan to accuntely reflcct, fu position of the bee prreserrration
fence, --ArcNtcst
2. Incorporate "Snbcontrecaor Eidding Spccificrtionr" in all couttct*
--Architcct and Projcct rnaoager
3. Once the Prcjcct Mnnagcr and Sirc Supcrintcnacat are choscn, a ritc ceeting
should be schcdutcd witb thc Consulting Arboris'ib tcvior thi^r rrport.
--Projcct l,IsmgE(
4. Vcri$ thc routing of all proposed trcncLc. This includes but is nort limitcd to
utility line trenches, heating sy$cm tcnshcs, irrigation line Eanchcs, and any
other treuches extending deeper than four inches. The Consulting Arborist" well
atread of any digging, should rwiew any tenching plans that would cause an
encroashment upon ihe dripline of a "save" hee. :-Projcct Managcr
5. Mulch the sritical root zone of all "save" uees before initial cxcavstion.
--Project Managsr
6. Fcuciug (completcly cncfuGhns) of all ssvc'tr€cs should be complctcd bebre
initial topcoil cxcavation. -Pmject Managm
7. Provide Consulting A6orist with proposcd datc for toproil rcmovd adjaccnt to
the driplines of all "save tecs". Oivc advancc notisc so that onsitc noniloring of
excavation and root pruning is sclpduled. --Project Managsr
8, Arrange for access b an adequate ruppkmcntrl wetcr souncc. Have Consulting
Arborist monitor t}re need for supplementsl wst€r and rcview mctbods of natcr
dclivery. --Ptojcct Murager
9. Thc Consulting Arborist should bc scbeduled for 0re day of brckfi[ing tb:
loundetlon well adjaccnt to "Bave trees". --Projoct Manager
10. Prior to thc onrt of landscape construstion, the Consulting Aftorist should be
providcd with and rwiav thc fuel landrcrpc pht Wccifically tlte planting
specifications, and all proposed encroachments upon native'$ave Eccs".
--Architect
I l. Thc Consulting Arborist should be notified to bc present on thc day thd
irrigrtion trenching is corunenccd. --Projcct Manager/Landscapc Contactor
12. Following the complction of landscepc consbrrction, the Consulting Arbrist
sbould bc contrctcd !o inrpect tbc hrdrsrping pnoiect for adher,ence to
approved plarrting practiccs and adequacy of irrigation dclivcry.
--koject Maruger.
PAGE L2
a2/28/292L L8182 97O47649Ot FP5
Ms. Stcphanic lprd Johnson - Fdtzlso" Piercc, Briner Architects
363n83 Beavcr Dam Rd Projcct
FebruarY 19,2001 4- - ..
ATTACHMENT "E'
I hercby recogntza and acknowledge that Trce Prescrvction on this project is a
priority.
I acknowlcdge that th€ entire soil arca r.urder the branches of this tec is sacrcd'
The top few inches of soil contain lhe majority of the tee's fecdcr roots that arr
crucial to survivql.
A fence will bc crccrcd to protect the entirc soil area from the tuok to tbe
outemost brarch iips. Under no circum.staDc€s should this fcnce bc altcrod or
removed througbout the con$tnrclioD or landsCape construction prroject without
prior ap,proval of thc Consulting Arbqist (Trcc Spccialist)-
r t acknowledgc that excavating, trenching ba*fi1lhs; rnachinery traffic, building
matcdal storage and dumping of constmciion rclated liquids within thc fenccd
area is strictly prohibitcd Trce trunks shall rerrain ficc of nails and/or srangling
wire.
e I agree ro noti$ all of my cmployccs ofthcse Troc Prescrvation raquiremelrts.
PAGE 13
Signed:
Date
O Copyrifbt Ptlcitim Tr!? wo(b, Itrc. Yr 2000
4-.
363/183 Bcrvcr Dm Rd.' Vril
62128/2A2L IAIA2 974476494L FPS
Ms. Srcphanie Lord Johnson - Fritzleu, Pierce, Briner Architects
363RE3 Beaver Darn Rd Project
Febnrary 19,2001
AIIACHMENT *F"
To schcdulc Mrrk Stcllq Ccttltcd Atborirg cell 970-92G!594
PAGE 14
Irrigrtion Trench Lryout rnd Inrtrlledou
ircnchipg, """r, a.i shallow as 6- can causc sigpificfurqFgc to reighboring tces.
r A plan depicting drc layout of trcnches adjacent to thc driplinc of "save
tnees" should bc rcvicw by a Consulting Arborist bcforc tEnching is started.
o A Consulting Arborist strould also bc sctreduled for monitoring of trcnching'
Irrigltion Hcrd/Emltter Lryout
Many landscape contracton beve misuod€(stmdings about thc air/moisture
rcquircmenrs of Uees. The vottmtc, freqwncy, urd head placenrent ar3 Ell critical
compotrents of an irrig1tion systcm for new landscape trees. A Consulting Arborist
should rcview all of thcse componcnts, particularly the hoad/emitter placr'ment.
Phnting Spccificahooc
Approvcd planting pocedrws opimize ransplflnt establistrment. Havc a Coruultittg
A;botirt review the adcqgacy ofplanting specifications beforc rcc install6ion .
Posl-phntirtg Inrpcction
Ciosp adfercnce !o appmved planting practiccs will shorten the transplant shock
pcrid, improve survival, and assure a healthier start for Eaosplant trees. An
inspection by a Consulting Arborist can ad&ess thc following:
. Prcsence ofinsects ot disease
r Relationship of root flare heigbt to that 61fir.rl grade
r Root bsU prg"sntiou and relationship to adjapent ibil
. Ouyurg/strappingadaquacyo Trec/gnss conflicts and mulching adequacy
Soil Structure and I'crtility
Thp heaW clay soil t1ryc prevalent in thir region can csusc msny long-term problerns
witb rransplant tcs cstablishment. A Consulting Arborist can review the adequaay of
importcd topsoil and srggest altemate mcthods of soil preparatiou'
Protccting thc Landrcrpo Invertmcnt
While the Landscape Architect and t arrdscape Conbactor provide thc artistic design,
and plant material, the Consulting fuborist provides a background in tree biolory and
the technical expertisc neccssary to rnanage the living investnent for its firll potcntial.
4-
A2|2U2A2L LB:82 9744764341 PAGE 15
4--..
Ms. Stephanic lord Johnson - Fritzlc4 Pisrco, Briner Arehitects
3611383 Beavcr Dam Rd Prcject
February 19,2001
ATTACHMENT "G''
ASS-IIMPTIONS ANp TIIMITING CONpITIpNS
r The roles of a Consutting Arborist ale to review proposcd impocts to rctention
trees, providc guidancc, and to monitor (depcndant upon tho projoct budget)
consrtnrctiou impacts. Thc people truly hired O "strve tee!" are the contrastors
and subconfacbrs nho art onsitc every day.
r All inspections were limitod ro visual cxamination of accessible parts, without
dissection, orcavation, probing, boring or otber igvasive procodurcs, rmless
othcrwise notcd in rbc report. - - 4- - ..
-
r Neitlrcr ree heights nor tee agc rncasurements wErE cousidercd rslevmt to the
assignurcnt and were not calculared.
. Thcrc is no warranty or gusrantcc, expr€sscd or implied, tlbt fr[ther pmblcurs or
dcficicncies of residual trecs may not aris in the firture-
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83/AU2A2L L7:44 976476494I
FAX COT/ER SHEET
FPS PAGE AL
Date:
To..
Fax
RG:
Sender:
03.02-0r
Sill Gibson
479-2454
Eeawr Dam Residences
Stephan ie lord-joh nson
FRITZLEN
PIERCE
ARCH ITECTS
(
47G6342 Ext 15.
Por our conversation on Thursday I hsrre the follpwi* information:
L SightDisrucc on tVestlor
Lconad and I mcct and thc lot todsy urd determined that there arp tlrrcc tres blocking
the sight distancc. [5 4 minimrrrn rve will pnruc the hees a lcast 7' abovc gradc. Wc wilt
contac't TOV so they can bc available for tbe pnming and ep,prove thc sight disiance at
that time. Additimally, I will rsview with the rborist if (2) hccs should bc removed.
Thcir heatft and impoct on otbcr tsees rnay make it beneficial to rernovc tbcse tnees. Thc
threc tres arc called orrt on tlrc updated site plan dated 03-02-0l.
2. fire Deparurcot Clcarance
I will fax thc drivcway configuration to Mike McGcc$confirm tbat the 40' radius I have
sbown wqkt forhis dcpartnat
3. GRFA.
Your nurbcrs arc oorrectcd md we re updating thc plms to match tho conect GRFA.
4. LaadscapcPlm
I was supposc to havc ittoday - I wil try a get it to your dcsk by Mo
Please let me know whu else you necd. Tlriurlcs!
K:\0O40 - BEAvtRtt MRESIO€I.ICE\PROJECI@RRESPONDIi{AIOI BCFA3020i.oOC
PlanningaArchiEcturetlnteriors
165OEdVrilV Gy Ddre FrlrklBe C-l O Vril, CO 81657 . vdhEhitccb.com . fu (970),+76.490r . (9?!) a76d3{2
G
rlf r rrnn"'
Department of Community Development
75 South Frontage Road
Yail. Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
FILT COPT
March l, 2001
Mike Claffey
Sacramenlo District
U.S. Army Corp of Engineen
402 Rood Avenue, Room 42
Grand Junction. CO 81501-2563
RE: Nationwide Permit Notification
363 & 383 Beaver Dam Road, Vail, CO (Lots 2 & 3, Block 3, Vail Village 3'd Filing)
Dear Mike,
The Town of Vail is currently reviewing a proposed residential redevelopment ot363 & 383 Beaver Dam Road,
Vail, CO (Lots 2 & 3, Block 3, Vail Village 3'q Filing). Wetlands are prcsent on these two properties, so the Town
has required the applicant to prepare a Wetlands Report and receive Amry Corp of Engineers' approval prior to the
Town approving their redevelopment plans.
We received a copy of a letter sent to you by Montane Environmental Solutions, Ltd. dated January 17 , 2001
regarding Nationwide Permit Notification for the proposed redevelopment of these properties. Please find attached
a copy of that letter for your reference. Please respond to the Town of Vail, in writing, to the accuracy and
appropriateness of the January 17 ,2001 Montane Environmental Solutions, Ltd. letter you received. Please send
yorr response to my attention at the following address:
Town of Vail
Community Development Departrnent
Attn: Bill Gibson
75 South Frontage Road
Vail, CO 81657
Also, please fax a copy of your response to my attention at (970) 479-2452. Thank you very much for your time and
efforts, your assistance with this matter is geatly appreciated. If you have any questions or cofilmenls, please feel
free to call me at (970) 479-2173.
Sincerely.
4,/.4 at- ,rL-.U
Bill Gibson
Planner I
Town of Vail
Enclosure: Montane Environmental Solutions, Ltd. letter dated January 17. 200 |
{j *"n"uor^ro
. NIIONTANE
ENVNRONN/NtrINTAL S OLUTNOINS, N-rd"
Mr. Mike Claffey
Sacramento District
U.S. Army Corps of Engineers
402 Rood Avenue, Room 142
Grand Junction, Cblorado 81 501-2563
January.l7, 2001
Srbjectr Nationwide Pe-rmit Notification
. / Iots 2 and3 Beaver Dam Road, Vail, Eagle County
Dear Mike;
'
Please find enclosed, ncitification of 'unavoidable impacts ro wetlands required inthe building of a
, single family residence on Lots 2 and 3 Beaver Dam Road, Vail,.Eagle County, Colorado. The
impact to-.wedands is below the threshold for notification under permit lq; rhoqrever the
proponent wished to advice you of the proposed building plan in order ensure that the alternatives
.. anal,ysis is adeqtrately 1ce9lded. The Tovrn of Vail also requires notification.
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NATION\\,IDE PEfu\{IT NOTIFICATION
NATIONW]DE PEtu\4IT 39 -RESIDENIAL, CON!\,IERCIAL AND INSTITUTIONAL
DE\tLOPA/IENTS
LOTS 2 AND 3 BE{VER DAM ROAD, VNt E{GLE COUNTy, COLORADO
PROJECT Sm LOC,\TION
The Project Site, Lots 2 and 3 Beaver Dam Road, is a combined 0.956 Acre Lot with two o<isting
single family homes. The legal description of the property is NE /+ of Section 7, Tovmship ,1
South, Range 80 West, 106" 22' 53" r$fest 39" 38' 29" North (Site). It is accessed from Interstate
70 at the main Vail exit, south on Vail Road to Beaver Dam Road. The prcperty is located on the
notth side of the road immediately prior to Gore Creek Circle.
PROJECT PROPONENT AND PROPERTY OWNER
Mike Smith
A Z Z Holdings
1050 lP Street, Suite 1500
Denver, CO 80265
Telephone (303) 3894643
SURVEYOR
Intermountain Suweying
77 Metcalf Road
Avon. CO 81620
Telephone (97 O) 9495072
ARCHTTECT
Friulen Pierce fuchitects
1650 E. Vail Vallery Drive, Suite Cl
Vail, Co 81657
Telephone (970) 47ffi3+2
Contact Stephanie Lord Johnson
PROJECT DESCRIPNON
The proponents propose to remov€ the tryo old homes and replace them with wo single family
homes, a gamge and pool deck-
DESCRIPTION OF WETL"{NDS
Vedands on Site are poor quality; willow dominated low gradient slop€ wetlan& typical of the
Beaver Dam Road area and remnant of a more ortensive wedand complen prior to general
building in the area. Limited evidence of hydrology was found during a late sea.son delineation
and the Site is impacted by past landscaping activiries. Wedands have likely developed due to sheet
flows from Beaver Dam Road and subsurface flows off Vail Mountain. Soils were also difficult to
determine due to t}e addition of topsoil for landscape plantings. Generally they were dark mineral
soils.
A delineation of jurisdictional wedand areas was conducted on September 19, 2000 using tl-re
1987 Coms Manual forlilVedand Delineation. The delineation report is enclosed which includes a
drawing of the wetla3nd boundary, wetlands description, and photographs. The wedand boundary
was surveyed by lntermountain Suweying
PROJECT LAYOUT WrTH REGARD TO WETL,{ND AVOTDANCE, MTNTMZAION
,{ND LINAVOIDABLE IMPACTS
The architects have aftempted to design and locate the howes with minimum impact to wedands
while retaining ,$ qurny mature ffees as possible, as requhed by tfie Town of Vail (Twn). In
addition to retaining trees the architects were required to obsewe property setbacks. fucording to
the Architect, the only alternative rotation of the primary house that would avoid some impact to
wetlands would result in the loss of mature spruce trees, over 30 feet in height. In addition to
avoiding mature trees, the primary house has been located centrally and forward to avoid excessive
dewatering due to the high water table in the area. According to the Architect this central and
forward position was the onfu location drat would enable adequate daylight to reach a two story
house.
Access was also a consideration in the location of homes on the Site. There are only two points of
access to the Site. The west Lot has an easement across the neighbors property due to Beaver Dam
Road crossing that pro'perty, site lines, grade, and existing trees. The east Lot has the same grading
issues and wedands across the front face of the Lot. The garage size and driverray length is required
byTown of Vail regulations.
The proponent is courmitted to avoiding accidental impacts to wetlands and will install standard
erosion and sedimentation control measures including silt fencing during construction.
DFSCRJPTION OF DISTURBANCE
Vetlands Lot Z - 6108 square feet 0.14O Acre
Wcdands l-ot3 :342 square feet 0.008 Acre
Total wedands on Site - 0.148 Ace
Totalwetlands impact = 667 square feet,0.015 Acre "
CONCLUSION
All drawings, calculations, and site sunreying included with this application have been provided by
Fritzlen Pierce Architects.
NIFP Applrc4ttot i.oa 2 I3 Beattq Darn Road 1/17/01
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FAX COVER SHEET
FPS PAGE AL
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FIL E COPY
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2r 38
FAX 970-479-2452
www.ci.vail,co.us
March 4, 2001
Stephanie Lord-Johrson
FriElen Pierce Architects
1650 East Vail Valley Drive, Fallridge C-1
Vail, Colorado 81657
RE: Beaver Dam Residences I Lots 2 &3, Block 3, Vail Village 3'd Filing
Dear Stephanie,
The Town of Vail Public Works Department and Community Development DeparEnent recently reviewed the
Design Review application for the Beaver Dam Residences located at 363 and 383 Beaver Dam Road. The
following is a surnmary of the comments from that review:
363 and 383 Beaver Dam Road
l. An accurate stamped topographic survey must be submitted.
2. The "buildable area" of each lot must be calculated and identifred on the site plans.
3. Revocable fught-of-Way Permits are required for all landscaping, concrete pans, driveway heating,
sidewalks, etc.
4. Identiff the location ofall utilities including existing sources (from street or easement) and proposed
service lines from source to the structure on each site plan.
5. The site plan must be revised so any disnrbed grading is retumed to a 2: I grade. If a 2: I grade cannot be
achieved, some form of retaining wall will be required.
6. Retaining walls located in the front setback may not exceed 3 feet in height.
7 - All walls over 4 ft. in height require a stamped approved drawing liom a Licensed PE. No wall may
exceed 6 ft. in height.
Identifu the size (4 ft.) of the unheated portion of the stdmped concrete sidewalk on the site plan.
No landscaping greater than 3 feet in height may be planted or installed if it affects site distance
requirements or standards.
l 0. Identify all required parking spaces on the site plans and floor plans with a 9'X I 8' box tbr all enclosed
spaces and a 9'X I 9' box for all surface spaces. Garage plans will need to be revised to accommodate the
minimum parking space areas-
I l. Label all street right-of'-way lines on the site plans.
8.
9.
$*"uor r*
TOWN OFVATT
Department of C ommuity Developmenl
75 South Frontage Road
Vail, Colordo 81657
970-479-2 r 38
FAX 970-479-2452
www,ci.yail.co.us
12.
13.
t4.
15.
16.
17.
18.
All inconsistencies between the site plans, roofplans, floor plans, and elevations must be correcled.
Page I of the 8 page tree preservation report must be submitted.
Crawl spaces and attic spaces should be eliminated to reduce unnecessary building butk and mass.
A copy of the maintenance agreement for the swimming pool must be submitted.
Garage GRFA credits can not be transfered beween dwelling units, including primary units and EHU's.
A revised landscaping plan addressing the tree pr€servation report must be submitted. The Limit of
Disturbance / Erosion control fencing must be identified on the landscape plan.
All fees that are to be removed or relocated must be flagged.
{groto"oruo
Department of Community Deve lopmeni
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
wvtw.ci:vail,co.us
).
6.
7.
8.
9.
4.
363 Beaver Ilam Road.iLot 2 (east lot)
1.
L.
J.
The driveway must be narowed and existing asphalt removed to meet the requirements of the Public
Works Deparment.
Provide details of the proposed driveway (i.e. bridge type structure or enclosed with walls?).
PE stamped and approved design ofthe driveway to meet Town of Vail sight distance standards is required.
Detail drawings must be submitted. The PE must determine if site distance can be achieved while
providing a safe environment for the property owner and the driving public. Please contact the Public
Works Department to resolve this issue.
All plans and calculations (GRFA, site coverage, landscaping, etc.) must be consistent with a total lot area
of 25,710 square feet as identified on the Amended Final Plat for a Subdivision of Lots 2 and 3, Block 3,
Vail Village, Third Filing approved by the Planning and Environmental Commission on November 13,
2000.
Required parking location inconsistencies between the site plan and floor plans must be corrected.
Roof design inconsistencies between the drawings must be congcted.
Garage dormers and windows must be identified on the floor plans.
North/South and East/West section drawings of the garage must be submitted.
A minimum functional area equaling l0% of the paved area must be provided and shown on the site plan
contiguous to the paved area and designed to accommodate snow-stor:rge.
All "attic" areas and "open to below" areas must be labeled on the floor plaus.
East elevation drawings of the proposed house must be submitted.
The height of the separation between GRFA and the architecmral projection in the entry tower element
must be identified on the site olan.
10.
I l.
12.
tp*o,,o
TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2 r 38
FAX 970-479-2452
www.ci,vail.co,us
383 Beaver Dam Road/Lot 3 (west lot)
Relocate the concrete pan per TOV standards to the edge of aspbalt.
lndicate on the site plan that the heated portions of the driveway within the access easement must be on a
sepaftrte zone and rnarked at the control box.
Details about the culvert at the driveway must be submitted (i.e. existing size, daylight area, prosing to
remain or remove, proposing to be extended, etc.).
The edge of asphalt for Beaver Dam Circle needs to be identified on the site plans from the .intersecrion
with Beaver Dam Road to the north of the existing and proposed driveways.
Please note: Ifthe site access is designed for vehicles to back out into Beaver Dam Circle, the site distance
requirement increases to 15 leet instead of l0 fleet.
Sidewalk support pillars must be removed from the road easement area.
All existing and removed wetland areas (i.e. northeast corner of lot) must be labeled on the site plans.
The height of the retaining wall at the south side ofthe pool deck must be identified on the site plans.
East and West elevation drawines must be submitred.
This proposal is tentatively scheduled for hnal design review at the March 21,2001Design Review Board meeting.
However, these comments and all requirements of the Public Works Departrnent and Fire Department must be
addressed and resolved prior to f,rnal Design Review Board review.
Please refer to my letters dated December 20, 2000 and February 15, 2001 for additional comments pertaining to
this proposal. Ifyou have any questions or conments. please feel liee to call me at (970) 479-2173.
SLncerely,
?4/-Lh--4-e
Bill Gibson, Planner I
Town of Vail
{p r""rotoruo
Beaver Dam Residence 03-19-01
Replat properly into a 15,950 and25,710 sq. ft. lots
East Lot-
Allowable GRFA
15000 25%
10710 10o/o
Total
Credit
25710
3750
1071
4821
850
567'l
Plan Dated OgnAOl
Parking Required
Yuest Lot
Allowable GRFA
15000
950
Total
Credit
3 Main House
2 Employee Housing
15950
3750
95
3845
850
4695
25o/o
10%
Allowable GRFA Pfan Dated 02101101 Site Coverage Allowed Plan Dated 02101101
Upper Floor 1800
Main Floor 2062
Basement 619
EHU-overflow 109
POOL MECH 64
Total 4695 46y.3190 3044
Garage 1200 980
Bruce D. Chapman
BRUCE D. CHAPMAN
COU:,{SELORS & ATTOR:,{EYS AT LAW, P.C.
Post Office Box 6500
Vail, CO 81658
March 21, 2oo1
Of Counsel
Mary Isom
Hal S. Dishler
David F. Rock
(Admitted rn Colorado
and Georgia)
Town of Vail
Design Review Board
Re: Lots 2 and 3, Vail Village Filing 3
Our File No.: gzo8
To Whom It May Concern:
This law firm represents Michael Herman,o!\rrer of t ot r, Vail Village
Filing 3, and we are wdting this letter regarding Mr. Herman's concerns with the
proposed new residences on l,ots 2 and 3.
After reviewing proposed plans for the development of Lots e and 3, Mr.
Herman wanted to know more about the development, in particular the impacts
to the character ofthe neighborhood and his adjacent property. tots z and 3 are
heavily treed lots and of particular concern for Mr. Herman is the significant tree
loss due to the development. Mr. Herman had been waiting for the arborist's
report in order to understand the impact of the development to the existing trees.
After review of the report from Precision Tree Works, Inc., the arborist, it
appears the majority of the trees on the two lots are large trees and many will be
Works,the arborist,
destroyed as a result of the development. According to Attachment A of the
arborist's report, thirteen trees are located within the proposed building
footprint. The report states some of these trees are transplant candidates'
Attachment B of the report indicates that numerous trees outside the building
footprint will be lost due to impact from the development, While Mr. Herman
realizes that some trees will be lost due to the development, he would like to see
as many trees saved as possible, in particular, trees 67 and 68 as numbered by the
arborist, and the trees near the proposed swimming pool, since these trees offer a
buffer between the nelv residence and Mr. Herman's residence.
The arborist's report and the latest plans (in particular section T-ror)
submitted by the owners, state that it is the o\a,ner's objective to save as many
trees as possible. The architect's plans indicate a proposal to "save"
approximatily twenty trees. Many of the proposed "save" trees are listed in the
arborist's report as trees that will be lost due to proximity to buildings or from
construction impact. While it is admirable that the plans designate these trees as
trees to be saved. it is unclear exactlv what will be done to save these trees since
PHONE: I97 O) 926- 1100 . FAXr 19?O) 926 ' 1136 ' E- MAI L bdc@vaiIIau com
-2-March 21. 2oo1
the arborist's report indicates these trees will be lost. Before plans for this
development are approved, Mr. Herman would like to see a definitive plan for the
"save" trees detailing what will be done to ensure that the trees will be saved or a
change in status indicating which trees will be lost. Merely having an objective to
save trees without a definitive plan is fruitless. In addition, a plan to save some of
the critical buffer trees is much more important than a blanket objective to save
as many trees as possible.
While tree removal is one of Mr. Herman's concerns regarding
maintaining the integrity of the neighborhood, the proposed swimming pool is
another concern. While Vail Town Code allows swimming pools as an accessory
use in primary/secondary properties, the code also specifies that the regulations
are intended to: "prevent excessive population densities and overcrowding ofthe
land with structures; conserve and maintain established community qualities and
economic values; and safeguard and enhance the appearance ofthe Town".
The swimming pool, as it is proposed, is located on the lot line between
Lots z and 3. We believe that the swimming pool, as proposed, would be located
in setback areas. The purpose ofsetback areas is to provide open space between
developments and the location of a swimming pool in a setback area effectively
destroys the objective of a setback. In addition to the loss of setback or open
space due to the swimming pool there is the issue of tree and natural terrain lost
due to the pool development.
Our client requests that you consider the overall tree loss, the lot owner's
lack of a plan for implementing their objective to "save" some twenty trees, the
loss of critical buffer trees adjacent to Mr. Herman's property, and the swimming
pool impact to setback areas and tree loss before granting final approval for the
owner's development.
cc: Michael Herman
\\wsr\d\WPDOC\R€alRes\92o8ltr S-2r-or.doc
March 2't , 2001
y'Ur. eil Gibson, Staff Planner
Community Development Department
And
Town of Vail Design Review Board
Vail, CO
Re: Beaver Dam Residences
Lots 2 & 3, Block 3,
Vail Village 3'o Filing
0048 E BEAVE R CREEK BLvD
SUITE 207
Box 5100
AvoN, C0 81620
970.949.5200
vmdo@vmdo.com
FAX.9q9.5205
TECTS
Ladies and Gentlemen:
On behalf of Michael & Karen Herman, the owners of Lot 1 (adjacent to Subject Lot 2), I forward
to you this letter with comments and concerns for your consideration this afternoon. Additional
information will be presented to you on behalf of the Hermans' by Ms. Mary lsom, Esq.
The Hermans' are very desirous of having these issues fairly considered by the Staff and Design
Review Board as they pertain to the expectations of neighboring development constraints and
quiet enjoyment of their own property, as afforded in Title 12 Zoning Regulations.
In preparing this letter, we have reviewed the various file documents made available to us by Bill
Gibson and the 31 Sheets of drawings provided by Fritz, Pierce Architects dated March 12, 2001.
Our comments and concerns are as follows:
l. General Comments and Goncerns:
A. The drawings and Tree Preservation Report do not seem to cross-referenc,e entirely or
provide specific direction as to the ultimate fate of the "B" Category of Trees to be Saved
within the forum of public input, but instead left to the entire discretion of the Developer
and his Design Team. \Mat about public and neighboring input beyond a granting of
Final Design Review Board Approval? This potential "weak linkage" between drawings
and reporting could result in a lack of enforcement of intended conditions.
B. The East Elevation of the East Residence lacks the architectural detail and massing of an
otherwise appropriate design style.
C. Are the open stairs (partially within the side yard setback) really able to be constructed
within the limits of construction shown; and are these stairs really necessary?
2. Open/Outdoor Swimming Pool:
A. While the subject Pool is an Allowed Use, the particular placement of this proposed Pool
is "bridging" the common property line. Recognizing the proposed agreements to govern
this common use, this interpretation allows the developer to utilize most of the area that
would have been a required setback area between two separate developments, thereby
causing more site disturbance and tree removal than if the developments were done
separately.
B. The loss of some of the trees in and around the common property line would have
afforded a reasonable amount of audio/noise screening to all of the neighbors. An
outdoor pool of this size, with the supplemental deck areas and a hot tub will generally
include music and groups of users that may impact the neighborhood in a negative
tashion. lt seems that more screening should be considered in and around the proposed
Mr. Bill Gibson. Staff Planner
And
Town of Vail Design Review Board
March 21, 2001
Page Two
pool area to mitigate the potential disturbances being echoed and broadcast to the
neighboring properties.
C. The retaining walls on the North side of the Pool Deck are not shown in Exterior Elevation
and we do not have an associated foundation plan to verify placement and depth. We
therefore note that the real impacts of this portion of the proposed development are not
being revealed.
D. lt seems that a vacation of the common property line would allow this pair of
developments to be evaluated by the Staff under rules and regulations that are more
appropriate to such unique circumstances and desires of this developer. ls utilizing a
"private agreemenf' to govern the future use of the development as responsible as
reviewing this proposed development under a "single lot status"?
3. Demolition of Strategic Existing Trees:
A. lt seems that more detail is needed at the "ground level" to evaluate the application
properly and completely. The commingling of concrete walks, patios, projected balconies
and roof overhangs together with mature tree drip lines, root systems and grading
proposed will likely result in many more trees lost than suggested. A thorough
understanding of those issues could also likely reveal slight design modifications that
please all parties.
B. We believe that a more detailed review of the structural/foundation drawings would reveal
that many more trees are fated for demolition than appears to be identified on Sheet
T101. Subsequently, we believe this Design Review Process should include specific and
reliable conclusions that support the overall spirit of the written regulations for this
development.
Thank you for your time and consideration of the above noted comments and concerns and
my office with any information regarding updated design proposals and future
Subject Application.
Michael and Karen Herman
Mary lsom, Esq.
Bruce D. Chapman, Esq.
Cc:
Director of Design
April20, 2001
BillCibson
TOV Community Development
75 South Frontage Road
Vail, CO 81657
RE: 363 & 383 Beaver Dam Road
Final DRB issues
Dear Bill:
FRITZLEN
PIERCE
ARCHITECTS
As per the DRB's request, enclosed are revised elevations showing the new column detail
and the grill detail on the north elevation of the garage. lt is my understanding that we
received Final DRB Approval at the meeting . The only condition was that we provided
Community Development with the corrected elevations.
The DRB requested that the columns be changed to a continuous tapered column. The
drawings show the use of the larger stones at the base of the columns and then transitioning
up into the stack stone. This mimics the detail on the house.
The DRB requested that windows or grills be added to the north elevation of the garage.
The enclosed drawings show (2) wrought iron grills sized to match window openinp on the
house.
It is my understanding that we do not need to attend an additional DRB meeting regarding
these two items.
Please contact me with any questions or commens. Thank you.
Sincerelv.€rlt__\\\
Stephanie Lord-Johnson
Architect
\\SERVERU4AINSHARAOO4s - BEAVERDAMRESIDENCE\PROJ ECTCORRESPONDENCE\TO\ABGELEVO424O1 . DOC
PACE 'l of 1
PlanningoArchitecturerlnteriors
1650 EastVail Valley Drive Fallridge C-1 . Vail, CO81657 . vailarchitects.com . fax (97Q) 476-4901 . (9701476-6342
April20, 2001
BillCibson
TOV Community Development
75 South Frontage Road
Vail, CO 81657
RE: 363 & 383 Beaver Dam Road
Tree Preservation lssues
Dear Bill:
FRITZLEN
PIERCE
ARCHlTECTS
As per our discussions, attached is an updated tree preservation plan outliningthe latest
information and Replant Plan.
Quantity of Trees per 3-19-01 per 04 -18-01
Saved (remain in
existing location)
19 15
Replants and
Possible replants
't4 17
Demo 9 14
No lssues 26 23
Smaller Trees (6'-8' I
height)
I
TOTAL 68 77
(cottonwood added to list)
Through our review of the project, arborist recommendations, and owner input we have 5
additional trees that are listed for demolition. This is primarily because the arborsit found (3)
trees that are life safety concerns from the No lssue category. These (3) trees are also in the
sight line distance area on the West Lot that TOV Public Works has identified for thinning.
Two additional trees are of poor quality and cannot be saved because there isn't enough
separation from an adjacent tree in befter health that is slated for replanting. Also note that
(4) trees originally marked for demolition are to be replanted.
An additional (8) trees have been added to the list. These are some of the smaller trees that
\\SERVERWATNSHARE\0O48 - BEAVERDAMRESTDENCE\pROJECTCORRESpONDENCE\TOWCTREES041901.DOC
PACE 1 of 2
PlanningoArchitectureOlnteriors
1650 East VailValley Drive Fallridge C-1 o Vail,CO81657 . vailarchitects.com o fax (970) 4764901 . (970147G6?42
were not identified on the original survey. We will in-fill the landscaping
with these trees. The location will be determined on-site after the larger
trees have been moved.
FRITZLEN
PIERCE
The attached plan shows that the majority of all replants are being
located alongthe perimeter of the property and around the pooldeck for
screening. Thisaddressesthe neighborsconcerns presentedatthelast ARC H ITECTS
DRB meeting.
To relocate the large trees a company from Texag Environmental Desigl has been
commissioned. This company specializes in the moving of large trees using a variety of
techniques. We will be using a large crane for the Beaver Dam Site.
Due to unknown sub,surface site conditions we cannot guarantee that trees will be placed
exactly as shown. There may be boulders or other hidden issues that we can not foresee.
We will notify the TOV if any outstanding conditions arise.
Please call with any questions or comments. We will continue to update this information as
it becomes available.
Thank you.
Sincerely,Ct5-
Stephanie Lord-Johfi6n
Architect
\\SERVERWAINSHARAM4S - BEAVERDAMRESIDENCE\PROJECTCORRESPONDENCE\TO\ABGTREESO4l9O'I ,DOC
PACE 2 of 2
PlanningoArchitectureolnteriors
'l650 East VailValley Drive Fallridge C-1 . Vail,CO81657 . vailarchitects.com r fax (970) 476-490'l . (97O> 476-6342
/
FPS PAGE OIA4/251282L 16:08
I
Date:
To:
970,476495r
rAX COVTR SHEET
04-25-01
BillGibson
&"t',.'
FRITZLEN
PIERCE
4*
\.t t
ARCH lTECTS
Far: 479-2452
Re:
Sender:
Beaver Dam Reldences - Tree Prcservation
Stephanie tord-f oh nson
Bill
You should receive I page(s) including this cover sheet. lf you do not receirae all the pages,
pfeasecaff l970l476-6342 Ext 15.
Attached is updatod trce inforrnation:.
L Replant PlanDat{ +2341
2. Transplant List by kecision Tree Works 4-23t
3. Scope of Work rc: replant plan
4. Lett€r re: Need to rtplant prior to June l, 2001
Please notc that some of the Trce Transplants may rcquirc impacting the Wetlands -I will
forward my infonnation from our Environmental Consulrant r€gardin! trcc roots in rrctlands.
As per our conversations, we are hoprng to perform thc dcmolition and tree presenation worh
during the month of May. Please let ms know,what
1ou
need to pnocecd.
Thanks!
I
Ifl
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Sanhrlic l.ord Johran
Frtrzhn, Plrcc' Diin?. Archilacf.
l6tO E, Vail Vdloy t}.; FdtidfcC-l
v|il. co il657
RE: Ploporcd Codtiry Scrvico - Trcc Pnrcrr'atioo & Ttcc Rcloslirxr progmr
3636t3 Bcevct Dur Rord, Vail. CO G.
DcrrStphuie, "
I look forqrd to rccivinj rrydrtcs m tbcsc fivc cmi.r*cnci.s lr.roon .. potribre-
Md( Stdlc Cqrtfrcd Artodsl
Attnchrncnt:
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t t 't lL' . Ia 't''JOHN L. TYLER/TOWN OF VAIL
EASEMENT
KNOW ALL MEN by these presents:
J0HN L. TYLER ("Grantor"), for ten dollars ($10.00) and other good and valuable
consjderation, the receipt of which is hereby acknowledged, has granted, bargained,
sold, and conveyed, and by these presents does grant, bargain, sell, and convey, and
confjrm unto the TOWN 0F VAIL, a Colorado municipal corporation ("Grantee") the
following interest jn real property sjtuate in the County of Eagle, State of
Col orado:
A perpetual exclusjve easement and right-of-way on that portion of the Grantor's
property which js set forth and.designated on txhjbit A attached hereto for the
construction, maintenance, repair, reconstructi on of a road right-of-way for the use
of Grantee and the general public. Acceptance of this easement by the Gtnantee shall
constitute its agreement and consent as follows:
1. At such time, and in the event that the easement is abandoned or no longer
used by the Grantee, then Grantee's interest in the easement shall jmmediately
revert to and be thereafter merged with the serviant estate of the Granlor.
2. Grantee shall indemnify and hold the Grantor harmless from any and all
claims for damages to real and personal property, and injuries or death suffered by
persons in any manner growing out of the construction, maintenance, reconstruction,
repair, or use of the public roadway within said easement,. unless such damages,
injuries, or death are caused by the negligence of the Grantor. Such
'indemnifjcation shalI jnclude the cost of defending said clajms including, but not
I imited to, reasonab'l e attorneys fees.
3. Grantee shal'l at alI times maintain the public roadway located on the
easement in good order and repair. Said roadway sha'l I be constructed of and shall
be maintained of asphalt materi al .
4. Grantee shall obtain liability insurance, which sha'l I insure against claims
made for damages result'ing in death, injury, or damages to real or perscnal
property, resulting from the construction or majntenance or use by the Grantee of
the public roadway with limits of not less than one million dolIars ($1,000,000).
5. It is understood by the parties that the square footage located wjthin the
easement may be used by the Grantor for the calculation of gross residential floor
area.
IN I/ITNESS WHERE0F, GrEptor has caused these presents to be duly executed on this
bW day of ffi,axaP , 1990.'
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qn TOI,|N 0F VAIL, a Colorado municipal
tion. Grantee
STATE OF CoLoRADo )) ss.
COUNTY OF EACLE )
The foregoing lns trument \ras day
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--- llLAAA,llW for the Town of Vail.--:-. - .
acknowledged before me this bV
leeo by Rouatt t). prnfus
of
as
WITNESS my hand and officlaL seaL.
My couqis:elon explres:
Notarv Public
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STATE OF COLORADO
COIJNTY OF EAGLE
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The foregoing lnstrument
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acknowledged before ne tirfs d/t' aaywas
1990 by
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WIII{BSS rny hand and officlal
My conmise ion erplres:
seal(----*-:\ t
NOCaTV rUDIL"
Frmela A. &andmeytr, Notary public
My Commission elgircG AuS. S, 1992
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I,EGIL DESCRIPTION
fhat part of tot 3r Block 3, vail VlIIage Thtrd Fillngl according to th€ rnapthereof recorded in the offlce of t:}le Eagle county, Colorado, C!.erk andlP,reccrd.".r.:r deac.ril,ed as f,oIlorrE t
Beginning tl _o polnt -- iri the weaterly llne of eaid lat 3 whencethe aouthwesterly eorner-of sald r,ot 3 bea-rg sisiooroo"e zz.rs ieetl tisn;e,along aaid weaterly line, N23.oo.oonr{ 39.68 }eetl trrence, aeparting -3ira
weaterry llne, 675o59r4?',8 34.55 f€et, thence sg3o34,27trE gr.se'r..l-'to-tt"southsrly llne of gald Lot 3, thsnc€, -"t-ong aaid southerly tina, g6?cOO,OOtr9l67.70 fe€tt- thqncai d.partlng eald aoutherl-y ]lne, p79"41r41trt{ rt9.45 feet totlre polnt of b€glnnlng. contalnlng. zaes equaie -f-i;'i, .o"e. o. f""r:-'- -*-
fr:_Tutil|qg ln the _legal deacrlption abovs are ba8ed on the westerly lln€ ofsaid Lot 3 beinq N23oOOrOO"}, (see ilrawlng ).
ocJ
EAGLE VALLEY ENCINEERING
RI0Jiu,qy 972001May 31 ,20O1
BillCibson
TOV Community Development
75 South Frontage Road
Vail, CO 81 657
RE: 363 & 383 Beaver Dam Road
Minor Alterations
Dear Bill:
FRITZLEN
PIERCE
ARCHITECTS
As per our meetin& attached are two DRB applications for Minor Alterations to the two Beaver Dam
Residences. The minor alterations being requested are:
1. Driveway retaining walls and TOV required stepped planters adjacent to retaining walls over 6'-0"
I believe that the TOV required planters are inconsistent with architectural character of the
project. The house is intended to sit in the natural landscape and slope. In no other location is
there a mediating device between the site and the house. Additionally, we have buiHing walls of
similar height in these areas that do not step in the TOV preferred method for retaining walls. .lt
is my understanding that the planters are required to limit a large retaining wall expanse. In that
regard, we are proposing to continue the stone boulder detail that is shown on the residence
along the retaining walls. See attached elevations. I believe that the large boulders at the base of
the wall would provide the visual relief the TOV is seeking in their regulation.
2. Corrugated Corten Roof
I am requesting the change in roofing material for two reasons.
a. The fire department has requested the roof be a Class A non-combustible roof material on
the East Residence
b. lstill believe thatthe aesthetic ofa corrugated corten roofwould enhance the projectand
the neighborhood. On the East Residence we would also like to play up the contrast between
the copper roof on the architectural elements and the main roof. I will provide some
additional graphics for the meeting.
Please contact me with any questions or comments. Thank you.
Sincerely-,.,'- \-.... - \ \t'-- l---r \
Stephanie Lord-Johnson \
K:\0048 - BEAVERDAMRESI DENCE\PROJ ECTCORRESPONDENCE\TO\ABCoS31 01.DOC PACE 1 of 2
PlanningoArchitectureolnteriors
1650 East Vail Vafley Drire Fallridge C-1 o Vail, CO 81657 o vailarchitects.com o hx(97014764901 . Oml476-6342
Questions? Call the Planning Staff at 479-2I3A
APPLICATION FOR DESIGN REVIEW APPROVAL
GFNERAL INFORMATiON
This application is for any project requiring Design Review approvai. Any project requiring design review must
receive Design Review approval prior to submitting for a building permrt. For specific information, see the submittal
requirernents for the particular approval that is requested. The application cannot be accepted until all the required
information is submitted. The project may also need to be reviewed by the Town Council and/or the planning and
Environmental Commission. Design Review Board approval expires one year after final approval unless
a building permit is issued and construction is started.
\ -, z : lli
DESCRIPTION OT THt REQUTST:
LOCANON
PARCEL #:
lL lL\ 4i
NAME OF OWNER(S):
TYPE OF REVIEWAND FEE:tl New Construction - 9200
$s0
$20
Construction of a new building.
Includes any addition where square footage is added to any
residential or commercial building.
Includes minor changes to buildings and site improvements, such
as, reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
DRB fees are to be paid at the time of submittal. Later, when applying for a building permit please identify
the accurate valuafion of the project The Town of Vail will adjust the fee according to the project valuation.
PLEASE SUBMIT THIS APPLICATION/ ALL SUBMITTAL REQUIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD. VAIL. COLORADO 8L657.
TF'd '1Hr0l_
Jacobs Chase Frick Kleinkopf & Kelley, LLC
1050 l?th Stecf Suite 1500
Denvcr, Colorado 80265
Telophone: (303) 685-4800 Facsimile: (303) 685-4869
MEMORANDUM
Via Facsimile (9?o) 476-4eor
T(): Mdissa
FROM: Michacl Smith
RE: Applioation
rtrr:l*rt**tt*f**a,lrtVlrr.****{rt*+*rr.**l'tttfft+r*lt*rtttrtr{.t*t'l*r.fj3+rt*lrrlr***'t!f*r*****tlff
The Company is
I A2Z Holdingc,I-rc
l05o l?6 Street
suitn | 500
Dcnvcr, Colorado 80265
Ttue ir my signaturc and you are authorizcd to place it on the DRB application:
'd/-t-/ 4,-4"fl , rd'""14
u0083163,w?D
ta/t@'d
DATE; Dccember I l, 2000
CLIENT NUMBER 0855.001
TOTALPAGES: I
35JF€, SAtrJUf 9s:9tr @Ae-fii]O
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ZA.LZ 9744764€Al
June 14,2fl)1
To: Town of Vail Design Rerrial Board
From: Lynn Fritzlen FPA
Re: Requert to Change Roofi ng Materials
Bearaer Dam Residences
FRITZLEN
PIERCE
ARCHITECTS
FPS PAGE A2
Eac$ruund:
The Residences harrc received final DR8 apprwal for the materiab presented. Approved
ioonng;"t"rials are wood shake on ttre strid roves and copper at the rotundas and
arch itectural projections.
sometime afterflnal DRB we reviewed the projectwith Mike Mccee of the Torn of vail
fire Oepartment Mike expreSsed severat fireproteCion and suppresion concems ' FPA was
directed to look at a number of fire protectlon options.
One of the options was to switch to a Class A roof to diminish the Possibility of fire
sprcading from one of the largs trees in pro,rimity to the building. FPA and tie Owner are
Iri "!r".ri"n.
dris is a safety dncern anJ vrould iiku to propc. a non-conbustible roof for
both buildinp.
Currcnt Requecu
Currently the non-combustible roofing materiab for the buildinp drat have already been
"ppt*"b are standint seam copper and corten steel. The palete of materials chosen for
ttrese buitdingp r"ar based on adesign response to $e she. The site is dominated by matyre
conifers and &posed boulders. Theiopper and corten werc selected for their rich mix of
teecures, colon, motrling and the ability to patina gracefully'
The copper and corten steel patina is unique both when installed and as it ages therefore we
are proposing to replace the wood shakes on dre East Residence with cofien.
K:bO'E . B€A\trRDAIViRSSIDE}{6PRO'EqTCORRESPONDEI{CE\DiB MTMO 062@1.DOC P CE Iofz
Plannin8aArchiHrrreolnteriors
1650 E&V.ilv.lhy Dire Frllddge c-1 . vril, co 81657 a vrihchircct.Eorn o t ir (9701 a7H90l . (gtol a75{la2
s6/19/zgn 29.L2 974476499L FPS PAGE A3
FRITZLEN
PIERCE
ARCHITECTS
Corugated vs. Cortcn
We previously requested the use of com.rgated conen rdler than standing seam. We would
like b addrcss thii issue qgain. lt is our piferenct to rre the corrupted corten for the
following neaions:
- One of the design fremes of the Bear,er Dam Residences is to contrast the unhewn,
unmanicured Uuitding materials in their natural state with a forceful architectural
formality. An o€mple of this, is the use of large rorrgh cut boulders at the base of the
building Srat transition to an ashlar masonry. We believe that the rusticity of the
corrugated corten roof will contrast equally well with the precision of the steel
windows and vertical siding
- The corrugated beter matches the residential scale of the building. Standing seam
installations are more often associated with commercial and large scale structures.
The ridges of the corrugated roofing are approximately 6 to E" on center. This is
similar to the spacing of the board and baften siding we are proposing Standing
seam battens are typically 24't O,C.
- The additional relief on the corrugated material vs. the corten diminishes reflectivity.
This is a stated goal in the DRB guidelines.
- The roof can hardly be seen from the public right of way but the dominant features
will be the trees. The windorrvs and the siding will be the next most visible feature.
Exhibie:
-Flat orten roofing
-Corrugated corten roofing
-Masonry and Siding Samples
-Ahernate rendered elevations of South Elevation East House
K:\00'10 - EEAVERDAI R€StD€r{CE\tRortqrqoRRESpoilDENcSDRE Mt^to O6z0ot.ooc PtrCj.2 ol2
Planningofuchibctureflnteriors
1650 trrt vsil velhl Od\€ F.fite G1 . Vril, CO At6sz . niLrdriFcrr.com. far (970,47H901 . (tm) 47t{taA
L,ynn Frifzlen, Al,{, ir{:hiic,ct:
Wiiliarir F. Picr(;|), Afchik){]
'l hrrr a; R. Du lloi$. Architrxl
Str:phanie l.r,rd-|(rhnsoll,,{xlriter:i
David Baunr, Afchi|I:.t
t a:hy Hnslinlp, Buinr:ss lvliinager
MEMO
Date:
From:
Subject:
CC:
April2,2OO2
George Ruther, Town of Vail
Lynn Fritzlen
Beaver Dam Residences - Architectural Projections
Bill Cibson, Stephanie Lord, Rob Fawcett
FRITZLEN PIERCE ARCHITECTS
VAIL, COTORADO
To:
This memo serves as a follow up to our phone convenation last week in regards to clarifing the
requiremen8 for areas within an architectural projection. lt is my underctanding following on our
discussion, fiat interior areas within an architectural projection need not be enclooed if they are
inaccessible, such as an area above a stair. You pointed out to me that this was allowed atthe May
Residence on the Vail Golf Coune,
It is my understanding that interior areas t}at are too small in plan to be usable or accessible are also
exempt from the requirement to be enclosed.
We faxed you diagrams of the areas in question on Fdday. Based on your guidance and revielv of the
sections of the rotundas at both the west and the east house it is my understanding that the areas
within the rohrndas are not required to be enclosed or modified.
Please advise of any further clarifications within 3 dap. As alwap thank you for your help.
1t,50 [asl vaii \irllev Drire, fa:iridse C. 1,
!i;il, Col()I;do l1': 65:
P: !r 70.417 (). ii"l4:
t:170.17ri.49t1
f: info{g}r,; il,:: r;hjter:ts. r.:r;n r
61.!",^,'.r"a il,t f,::h iliirls-con I
(;!l0"lil"Boaxrrllanrl{i:sicklnce\Pi<;ji:<;lLlorro:jpon{jenc,:!'ilOV\ar<*..pn'ioi:ti,:,n1.<i,;r.
Lynn Fritulen, Al4 Aruhitect
ltilliam [. Pie|(e. Aft:hito(l
Ilronps R. Du $ois, Architect
Stephanie L.r:rd-.Joh,tson, Arcltitect
David Baum, Ardlitc(l
iftrthv Hcslinga, Business tlanaser
MEMO
FRITZLEN PI ERCE ARCH ITECTS
VAIL, COLORADO
,' +.'la.z-452,
Subjech Zoning Interpretations -Beaver Dam Residences
CC: Stephanie Lord
Thanks for your call today.
Cooking Devices - lt is my understanding based on our conversation that a microwave is not sufficient
to qualifr as a cooking device. A cooktop or stove is required for each employee housing unit.
Architectural Proiections - fu we discussed I am forwarding sections, elevations and plans of areas
within the architectural projections for your review. lt is our hope that the area is nominal enough and
distant enough from an adjacent floor to be considered inhabitable and may be open to the space
below.
Thank you for your time.
Enclosed drawings
Sheeb 2-4: East Residence- Exterior Elevation, Building Section, and Floor Plan of area
(Entry Foyer) affected by the height limit.
Sheets 5-7: West Residence- Exterior Elevation, Building Section, and Floor Plan of area
(Stair Tower) affected by the height limit.
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Eearer Oam neridenccr
Stsphanie Lord-Johnson
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You shou{ rcceive pageG) including rhis aover she€r, tf pu do not- ,*eilii_ (97o1476-6s42Ext1i.
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ls the '.x. helghr of a sbp 4'+"t cln r. use eitlrer one of the opbns pre*nted in theauached sketchcs? I[tl'1 ,
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Tktrnas R. otf B{i1 Al{iitfrll
Srephdnh Lord'Johtrson, An:hite(t
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FAX COVER SHEET
Oate: l{ovtnrber 13' 2llll
To: Blll Gibgon At Totrn Of Vall
Fd!
lc:
Scndc?: Lynn Fritrlen
CC SbPhanie Lotd
FRITZLEN PIERCE ARCH ITECTS
v rL coLoR DO
(B7Ol 479-24t2
Bearcr Dam Regldences Minor Wlndott Rcvis'lons
u do not pceiw all 0re pogcr' plcasc call
(970) 476342 b(t
Bill,
The Owncr ts considedng rnaklq the blbrring minor windor/ chanEc to the el€YatiorF Can dris bc
rottar"O as a stefi tPPoril or do-we have o be sheduled m aPF.ar -in fmntof DRE' The dnngsd
areas Ite bubUed iih a doud. I nould appreciab a rcsponse tday if possible'
Thanks Lynn
1650 frst Vrll Vallcv Diir\.. Frtllfi.lFr C-1,
VJil, C$lo/rdo ttl fi5i
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IOWN OF VAIL
DESIGN REVIEI,I'
STAFF APPROVAL
PAGE g2
yllE?T ELEVATIA'
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xLlL3l2BAtt_16:58 9764?6496I
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FPS
TOWN OF VAIL
DESIGN REVIEW
STAFF APPROVAL
PAGE 03
6/'/ Pl''o't<t*<aj
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NrJv i :t 2001
ILi1UmBL 12:61 9704764901
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FPS
FRITZLEN PIERCE ARCHITECTS
vAtLcotc Do
FAGE O1
tlowmber 19,2001
ElllCihon
. TOV Cornmunity Darelopmerrt
75 south F ontage Road
Vail, CO 01657
FAX: (9r0l f79-2,f!iil
Rf: 363 & 3E3 Bearer Dam Road
Rcvisicnr to Wec W|ndotrs
Dear Blfl:
Tte fax b to cpnfirm our phorxe corvenatlon of lrt lslalconfirmlng staff app,qrel of the
aitrchcd window rcrybioru to thc Wcrt Residcnoe. pleasc call me if fu harre any qrre*loru
orc(NtoerE
1 650 €.{ VJI V.n ? Drirt, Foil'k{te C-l .
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PAGE g2
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FILT COPY
TOWN OF VAIL
Depmtnent ol C ommunity Development
75 South Frcntage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
November 21, 2001
Lynn Fritzlen
Fritzlen Pierce Architects
1650 East Vail Valley Drive, Fallridge C-l
Vail, Colorado 81657
Beaver Dam Residences - minor wildow revisions (west residence)
383 Beaver Dam Road/Lot 3, Block 3, Vail Village 3'Filing
Dear Lynn,
This letter is confirmation that the proposed minor window revisions to the building permit application for the west
Beaver Dam Residence @01-0140/B0l-0141), located at 383 Beaver Dam Roa4 has been Design Review staff
approved. Please conbct Charlie Davis with the Town of Vail Building Division at (970) 479-2142 to discuss any
additional requirements for revising your building permit application.
If you have any questions or commentg please feel free to contact me directly at (970) 479-2173.
Sincerely,
"J>u- 21.,4/L
Bill Gibsoq Planner I
Town of Vail
Enclosure: DRB staff approval stamped v/indow revisions
{gr""nuor "o
lL/L3l2AAl 16:58 97A4764981 FPS
TOWN OF VAIL
DESIGN REVIEV1I
STAFF APPROVAL
€1./ ?a)''^.',4
T;r,"r- ttl;J-n-
t/DATE: rt/L?/tL-----
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No'/ t 3 2001
TOWN OF VAIL
DESIGN REVIEW
STAFF APPROVAL
Gl./ Pz,l*,4
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NOy t 3 2001
jot- otll
luly24,2(fi2
BillGihon
TOV Community Doelopment
75 Souft Frontage Road
Vail, CO 81657
FAX: (970) {7$2t52
RE: 363 & 383 Bearer Dam Road
Pool Area Walls
Dear Bill:
Anached please find examy'es of the t\4o types of stone \€neer we are proposir6 for the pool
area walls. Style '4" is a hanered larger bouHer stone veneer. Style "8" is a drysuck small
rcctangular telluride gold *one veneer. The majority of the wall will be Style "8" and then
the louer *ep@ out portion near the grill will be Style "A". I believe this address lour
rcquest for tuo different material tlfes.
Plesse call wi*r any addltlonal questions or comments.
L*T\L--
Stephanie Lord-Johnson
Fritzlen Pie rce Arch itecfs
CC: Rob FaMe.tf GSCC 845-7013
Lfnn Irif:lerl, Al{, .{l(*ril(.i:i
Williari: i:. Pic'c9, A.clitcrl
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FAX COVER SHEET
Detr:
fax:
Scndcr; SephanicLord-Johnson
CG Rob Faurcet, GSCC E45'7o13
To:
Re:
-
you shogld recei\€ S p.S.O i@6\a rll the PaFs, dease cdl
1970147G6342 b( 15-
Bill-
Folloring are rhe e) EHU R$tdctiw cwen.nB signed for A2Z Holdlngs.for 363 and 363 8€'rGt Dam.j|"i. fi.r. let rne kno* lf pu need Ore signed iiginab. lrvould abo like o ga back a copy oncc
the TOV has dgned the foms.
Please call with any quertions or ommenb.
FRITZLEN PIERCE ARCHITECTS
v lLCrLon Do
10{9-02
Bill Gib6or
479.2452
Beaver Dam Residences - EHU Restictive Covenanb
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oatc: z/zt/ot
Lcgal dcscription: Lot--- Block_ Filing
Addrcss
Orrttsr
Pbonc
Phonc
Architcct
Proposcd usct-otsiza Lf,qfu
?sv{Allorvcd Existing . proposcd Total
TotalGRFA (.A_L?'L + t€o =__3!i.L
Primary GRFA
-+
(42j) (6?j*) -
efiu
- --JEF----
+GOl=
+ 6'15 = 425 crcdit plus 250 addition
Docs this rcqucst involvc a 250 Addition? de
Rcmaining
t6{
@
,4.+rtt/!!@D = lsgo
3to
(30x33)
Front
Sidcs
Rcar
Minimum qt7.6
3'l 6'.e+q z
Rcquircd 3
20'
.t 5'
l5'
Encloscd
Etlt,r Q-)
Proposcd Slopc _%
z
z
Garagc Crcdit
Drivnvay
Complics with TOV Ligbring Ordinancc
Arc finishcd gradcs lcss than 2:l (50%)
Enironrn cntal4lazards I ) Pcrccnt Slopc (< >10%)
2) Floodplain
f; fVr,t.nd,
%
4) Watcr Course Setback (30) (j0)
5) Gcologic Haards
a) Snorv Avalancho
b) Rockfall
c) Dcbris Florv
Pro,ious conditions ofapproval (chcck propctty filc):
Is thc propcrfy non-conforming? Dacribc:
Horv mucb of tbc af lorvcd 2j0 Addition is uscd rvith tlris rcqucst 2 Ar/A
Sitc Covcragc
Hcigbt
Sctback
Lrndscaping
RctainingWall Hcights
Parking
(300) (600) (e0orri@
Pcrmiftcd Slops
--%Ycs- Nq
Ycs_ No
2-
3
= 36V/ /./L
DESIGN REVIEIV CIG,CKLIST
Projcct:
tr SURVEY
Scilc
Bcnchrnark
!
=_ Lcgal dcscription
:i' Lot Sizc
Buildablc Arca
Eascmcnts
Topography
l00yr. floodplain
tr FLooRPLA}.IS
Scalc
GRFA
250 additional CRFA
Crarvl\Attic Spacc
EI{U
Q BUILDINCELEVATIONS
Scalc
-:- Color\Matcrials
Roofpitch
Q LANDSCAPEPLAN
Existing trccs
-
..Proposed
recs
Lcgcnd
MISCELLANEOUS
Condo Approval
Titlc rcport (A & B)
Utility verifi cation form
Watcr Counc Sctback
Environmcntal Hazards
Trees
Utility locations
Spot clcvations
tr SITE PLA].I
Scal c .
Building Height
Encroachmcnts
Sctbacks
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EavcVOvcrhangs (4)
DecLtsfBalconics
Pbotos ofsitc
Garage connection
-
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-- . Sitc Gradc\Slopc
Vicrv Corridon.Rctaining lVa s
Fe.nr.... Varianccs
Turning Radius
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Snorv Storagc
Firc Access
Buil ding matcriat samptss
C.O. Vcrification
ZONE CTIECK
Grncr
Architcct
Phono
Phonc
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aJ/A +TosL GRFA ttl7,D + rall =--4ti:u-
d/* -+
Gptq}-lcRFA F(D *{sl{F =__fop_ alfr +
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Hcight
Sctbacks
l.andscaping
RctainingWall Hcights
Par]i ne
Garagc Crcdit
unvcrvay
Minimum
20'
l5'
l5'
I
Complics with TOV Ligbring Ordinancc
Arc finishcd gradcs tcss tban 2:l (50%)
Environm cn taL/llazar&
Proposcd usc (r * 6rl4t
uutauau*u )s,ZqoTJ4
. Proposcd Total Rcmaining
Err,* over
yw tl
g/qL ilfA +.x= qi'IZ Z,Z-?o
3t*
n:
\r/,
l''f
Rquirea3{,2(eilq.l ,/^ t/+z 6 Enctoscrl
(300) (500) (900).(1200) (oa + 3a(ew1 , ge6
Pcrmittcd Slopc % proposcd Slopc %
Ycs_ No
Ycs- No
2) Floodplain
3) Wcrtands__yAr___
%
4) Watcr Course Sctback (30) (SO) t /F
5) Gcologic Hazards
a) Snorv Avalanchc
b) Rocldall
c) Dcbris Flow A/A
Pro'ious conditions of approval (chcck propcrty filc);
ls thc propcrfy non-conforming? Dcscribc:
+ 675 = 425 crcdit plus 250 addition
Docs this rcqucst involvc a 250 Addition? nla
Horv much of tlc allorvcd 250 Addirion is uscd rvirh 0ris rcqucst?__Ay'A
-
(30x33)
dff;i''@
Rcar
,4q.4
3't6'
,t h [. tui$.J
DESIGN REVIEIV CEECKIJST
O SURVEY
Scalc
.:_ Bcnchrnark
I
. Lcgal dcscription
i- Lot Sizc
Buildablc Area
Eascmcnts
1'opography
l00yr. floodplain
tr FLooRPLANs
Scalc
GRFA,
250 additional GRFA
Crarvl\Anic Spacc
EHU
Q BT'ILDINGELEVATIONS
Scale
Color\lviatcrials
PLAN
Existing tccs
-
Proposed rccs
Lcgcnd
MISCELLAI.IEOUS
Condo Approrrl
Titlcrcport (A &B)
Utility verifi cation form
Pbotos ofsitc
Buil ding mataial samplcs
C.O. Vcrilication
SunrShadcAnglcs
Utilities (undcrgrorur )
Vierv Corridors.
Varianccs
PIat rcshictions
Watcr Counc Sctback
Envirorunenbl Hazards
Trees
Urility locations
Spot clcvations
Q SITEPLAN
Scalc.
_-__= Building Height
Encroachmcrtts
Sctbacks
Site Covcrage
Eavcs/Ovcrhangs (4)
Decks/3alconics
Garagc conncction
__ . Sitc Gradc\Slopc
RcbiningWalls
Fcnccs
-
TumingRadius
Drivcrvay (acccss and gradc)
Snorv Storagc
Firc Acccss
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Design Review Board
ACTION FORM
Departmert of Community Development
75 Sorrth Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Beaver Dam residences DRB Number: DRB030136
Project DescripUon:
Revised landscape plan
Participants:
OWNER BDRIOINTVENTURE-TYLER,J05/02/2003 Phone:
288 CI.AYTON ST STE 306
DENVER CO
80206
License:
APPUCANT STEPHANIELORD-JOHNSON 05/0212003 Phone: 476-6342
Fritrlen Pierce Architects
1650 E Vail Valley Dr., Fallridge C-1
Vail, Co 81657
License:
ProjectAddress: 383 BEAVER DAM RDVAIL Location:
383 Beaver Dam Road
Legal Description: loH 3 Block: 3 SuMivision: VAIL VILLAGE FIUNG 3
Parcel Number: 210107112018
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApproval= 051L4/2003
Conditions:
Cond:8
(PLAN): No changes to these plans may be nrade without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: Bill Gibson DRB Fee Paid: $20.00
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All p@ects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the C.ommunity Development Department. The
project may also need to b€ reviewed by the Town Council and/or the Planning and Environmental Commission.
Design r€view approvat lapses unless a building permit is issued and construction commences within
one year. of the approval.
Description of the Request:
Location of the Proposal: Lot: j alock:3 Subdivision:
Parcel No.: ^ tOv.':lll7r-12- (Contact Eagle Co. Assessor at 970-328-86,10 for parcel no.)
Zonin'g,
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
Type of Review and Fee:
D Signs
El Conceptual Review
tr New Construction
D Addition
D Minor Alteration
( multi-fam ily/com mercia l)
tr Minor Alteration
(single-fam ily/duplex)\,/
-F<Changes to Approved Plans
t tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
$20 ff'llfl#l'iihun, ur,".dy approved uy ennnineR6€&lltED
Design Review Board.
No Fee
/Dr\r
For Office Use Only:
Fee Paid: Check No.:ay g6#'+
I
h\r'
I
MAY 0 ?. 2il{13
Jacobs Chase Frick Kleinkopf & Kelley, LLC
1050 l?$ Sheef Suite 1500
Denver, Colorado 80265
Telephonc: (303) 685-4800 Facsimile: (303) 685-4869
MEMORANDUM
Via Facsimile (e?o) 4i6-4wl
Mdissa
Michael Smith
Application
t rtr:l*****t****ttf lv*t**r.,1****,1r.*'t**|l*|N.'1+f frlr*tir*rf t rtr*r r,t,fit! +t *{ x'i'if, * *t+* rt |i f *,ti {r * f
The Company is
A2ZHoldinge, LI-C
1050 l?6 strect
Suite 1500
Dcrnrc,r. Colorado 80265
Tlus is my signaiuru rnd you are authorizcd to place it on the DRB application:
,4-,tu/ a-fu"f,, rd'"'ra
TO:
FROM:
RE:
00081t63.wPD
ta/tB'd
DATE: Docembar I l, 2000
CLIENT NUMBER: 0855.001
TOTALPAGEST I
3SU|O sqolu.c 9S:9I @Ae-fi-Ji3{
a, 1
*t|ll*ll*a'l*l*tllll|l*tl*tt,i***'it***ttttattttt*lrtttt*atrt*+'t*a****'rr|***'i**a****trtrtt||la||tialal*i
TOWNOFVAIL, COLORADO Stablnont*'|:l******tl***r***frar****'|**r|**r*|lat**ttl'|t*a*t*'|***rt'l'l**'|**'***r****{.*****a'tr*aarr**ra*l*a****
gtatemcnt lluriber: R030003902 Amounts $20.00 o5l02/2oo3o1 :55 PIrl
Payrnent Method: . Check Init: JAR
Notation! 5844 gtephanie
Lord itohnson
Pernit No: DR8030136 lYpe: DRB-Cbg to Appr PIanB
Parcel No: 210107112018
SitE AddrCgS: 383 BEAVER DAM RD 1'AII,
Locatl.on: 383 Beaver Dan Road
Total Peea: $20.00
Thia Palmrent: $20.00 Total ALL, Pmts: $20.OOBalance: 50.00
tf|tt|ltt||||tatlrll*afl|l+*alla'i*'|****t*lXrattltttttta*r*****t**{r**'t*+a**tll{ t*'ll+l*a|}*at||||lla*l*l*a
ACCOTJNT ITEM LIST:
Account Code DescfiDtion Cunrent ffis
DR OO1OOOO31122OO DESIGN REVIEI,{ FEES 20.00
TOWNOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81557
970479-2138
toorrr* oF coMMU** ortllorr*
Plan Check-> $7 , 3 05 . oo DRB Fee-.-...__-.-> $500 . 00 Additional Fees->
SO.OO Recreation Fee--> 95s2.20 Total Permit Fee---> $19,?31.20
gO. OO Payments-> 919, 731.20
Investigation->
will call->
$0 .00
$0.00
$3.00 Clean-uPDePosit->
TOTAL FEES'---> 519,?31.20 BALANCE DUE->
Approvals:Ifem: O5100 BUILDING DAPART!4EMI
o8/o6/2oot cDAvrs Action: AP
Item: 05400 PLAIINING DEPART!,IEI.IT
o7/24/2ooL bgibson Action: AP
ItEM: O55OO FIRE DEPARTI1IEMT
Item: 05500 PUBIJIC WORKS
o6/29/2oot Ls Action: AP
Item: 05550 EI{GINEERING
t""\ s, 3\\r 3
\:c^\ O,L(..3- 3
NOTE: THIS PERMT MUST BE POSTED ON TOBSITE AT ALL TIMES
PROIECT TITLE:
NEW (SF&P/S,DUP)PERMIT Permit #: 801-0140
fob Address: 383 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: WESTRESIDENCE Applied..:
Parcel No...: 2701.07112018 Issued . . : W/08/2001
ProjectNo: PRI01-0006 Expires..: 02/04/2002
owlrBR BDR iIOINT VElrTtrRE - Tyr,ER, J05/23/2OO1 phone:
288 CIJAYTON ST STE 306
DE}.I\TER CO
802 05
License:
APPITCAT{T SIIAEFFER CONSTRUCTION 05/23/20O! phone: 970-845-5656
P O BOX 373
VAIIJ CO
8L558
Iricense: 129-B
CONTRACTOR SHAEFFER CONSTRUCTIOIT 05/23/2O0L Phone: 970-845-5656
P O BOX 373
VAII, CO
81658
Lricense z L29-B
/
Descintion: NEW SFR WITH TYPE U EHUOccuiancy Trce Factor Sq Feet Valuation
Dwellings Zone 4 v-N 2tL.9O 4,548 i963,72L.20
Private Garages zone 4 v-N Masonry 51.88 882 954,578.15
Totals... 4,54e $3,300,000,00*
Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 3,300,000.00
Fkeplace Infornation: Restricted: Y # ofGas Appliances: 0 #of Gas lngs: 0 #of Wood Palleh 0
FEESUMMARY
Building-> $11,240.00 RestuarantPlanReview->SO.OO Total Calculated Fees_> S19,231.20
lo
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the inlornation required, courpleted an
accurate plot pl,an, and state that all the infonrration as required is correct. I agree to comply with the inforsration and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the tovuna zoning
and subdivision codes, desig;n review approved Uniform BuildingCode and other ordinances of the Townapplicable
thereto.
REQIJE;ITI FIOR INSMCNON StrIALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICB ROM &M AM - 5
PM.
Send Oearrup Depoeit To: N/A
SIGNATT'RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEI
PAGE 2
*****r***it****!t#r|*****rffi ,*****************t************iffi rt*****r*#ffi f***#*r*,w*
CONDITIONS OF APPROVAL
Perrrit #: B014140 as of 03-06-2002 Status: ISSUED
PermitType: NEW(SF&P/9DUP)PERMT
Applicant SHAEFFERCONSTRUCTION
Job Address: 383 BEAVER DAM RD VAIL
Location: WESTRESIDENCE
ParcelNo: 270107112078
Applied:
Issued: 08/08/2n7
CONDITIONS
Cond:33
(PLAN) THIS PROIECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BESTIBMTTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: L2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0N4776
NEEDSTAMPED APPROVED DRAWING FROMLICENSE PE FOR WALLD OVER 4 FT IN HEIGI{T.
NEED REVOCABLE RIGI.IT OF WAY PERMIT AND FEE.
.O o
**l' '|taf lf|} | | | tft *l:i'} *+ttl ***'l I f f'l 'l * *'t'a'** | *+ * | * **** * * **l' ** * * t | * l' *lr'l *l t*l +lfl* ff lll ltalll'lf la*
TOWNOFVAIL, COIORADO Stalemcor
*f*ftaa*++*afflfff,aal**l*t+tta**t*t*+*+ff*'|t**f+***l********l**l*'|l*ttf+{r*at'}{raaataf*lat+f+t
staternent Nudber: R000002017 Amount: 99,009.00 03/06/20o2o4:01 PM
Payrnent Method: Check InLt: LC
Notation: 54915/Shaeffer
Permit No: 801-0140 Type 3 NEw (SFR,P/g,DUP) PERIIIT
Parcel'No! 210107112018
Site Addrees: 383 BEiA\IER Dr|M RD VArIJ
IJocation: ttEST RESIDET{CE
Total Fees: $19,731.20
This Paynent: $9,009.00 Total ALL Pmts: $19,731.20Balance: $0.00
't** l'}*l' **'i | * ++a* a* t + *a*l* t|l't * * 't {r** * * * *** +'iirf * * t *'t** + + + * * * * * ** *t}* | * f *** * * +* a *{tt{tl' *a|'l * *tt* *+*
ACCOTJNT ITEM LIST:
Account Code Description Current Pmts
BP OO1OOOO31111OO BUILOING PERI.{IT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
5 ,460 . 00
3 . 549. 00
TOWNOFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2738
|ob Address:
Location.....:
Parcel No...:
Project No :
ISSTIED
08/08/2007
02/04/2002
OW}IER
DEI.I\/ER CO
80205
License:
COI\|:TRJACTOR S}IASFFER CONSTRUCTION
P O BOX 373
\fAIL, CO
816s8
Lricense: 129-B
APPI.ICAIf,f SHAEFFER CONSTRUCTION
P O BOX 373
VAIIJ CO
81558
L,icense: L29-B
BDR ,JOIltT VENfltRE - TyIrER, JO5/23/200]-
288 CI,AYTON ST STE 305
Permit #: 801-01
Phone
970-845-5656
/23/2OOL Phone: 970-845-5556t\i
Desciption: NEW SFR WITH EHU T
"Occuiancy Ty?e
DwelIings
Private Garages
Number of Dwelling Units:
Fireplace lnformation: Resbicted: Y
, ,'.n i-,./ a Je)).uu'. -z ),tSq FeeE /r4,548 i963 ,72L.20 ^Ara82 $s4, s78.16 . $-
4, 548 $1,480, OOO, OO*'{P
Zone 4,-N
Zone 4 V-N
Totsals. . .
1
Maaonry
Factor
2LL.90
51.88
# of Gas Appliances: 0
Town of Vail Adjusted Valuation: 1,480,000.00 -
# of Gas Lngs: 0 # of
FEE SUMMARY
Wood Pallec 0
ILO ,722 -2O
$0. oo
9ro ,722 .2O
iLo ,122 .20
$0. 00
Building->
Plan Check->
Inve6tigation->
willcall->
$5,780. o0 Restuarant Plan Review->
S3, ?s? . oo DRB Fe€-_->
S0. 00 Recreation Fee-->
$3 . 00 Clean-uP DePosit-->
TOTAL FEEg-->
go . oo Total Callculated Fee6->
S5oo. OO Additional Fees---->
S682 . 20 Total Pemdt Fee->
$o . 00 Payments-->
gLo ,122.20 BALANCE DUE--.->
**rr*+*r********r4ir*r
Approvals:I€dm: O51OO BUIIJDING DEPARTI{EMI
0e/o6/20oL cDAvrs Action: AP
Iten: 05400 PLANNING DEPARTMENT
o7/24/20oL bgibson Action: AP
Iten: 05500 FIRB DEPARTI{ENT
Item: 05500 PttBIJIe WORKS
06/29/2OOL LS Action: AP
Item: 05550 ENGINEERING
OO
DEPARTMENT OF COMMTINITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE TtrOSTED ON JOBSITE AT ALL TIMES
PROJECTTITLE:
NEW (SF&P/gDUP) PERMIT
383 BEAVERDAMRDVAIL
210107772018
PRI01-0005
€. rt ;r\. L:cr,{Jtl<_
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatiory filled out in fulI the inforsration required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the infornration and
plot plao to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin6
and subdivision codes, design review approved, Uniform Building Code and other ordinances.of the Town apptcable
thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOUIIS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OLIR OFFICE FROM 8:(X) AM - 5
PM.
Send Clean-up Deposit To: N/A
OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
* **##*##ffi**t*ffi
CONDITIONS OF APPROVAL
Pennit#: 801-0140 asof08-08-2001 Status: ISSUED
PermitType: IIEW (SF&P/S,DIJP) PERMT
Applicant SHAEFFERCONSTRUCTION
|ob Address: 383 BEAVER DAM RD VAIL
Location:
ParcelNo: 270707712018
Applied:
Issued: B/$/2W7
CONDITIONS
Cond:33
(PLAN) THISPROIECT WILLREQUIRED A SITE IMPROVEMENTSURVEY. SUCHSIJRVEY SHALL
BE SLIBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQLnRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0004Z5
NEED STAMPED APPROVED DRAWING FROM LICENSE PE FOR WALLD OVER 4 FT IN HEIGHT.
NEED REVOCABLE RIGHT OF WAY PERMIT AND FEE.
. *af ++++t*l*aa*l* | l+ ++'}*'t !t**r+*++ ** **** *t | * + *+* | *** ** a** *tt******++ {'*'t t + ft | *f f+f *fa+*+a*aa*a+
TOWNOFVAIL, COLORADO
t+tatta t ++a*+t+aaf* ata *ta** *+ * +a +f *t * * t* +**t *t +a * fatt t + + ++r + + t+
Stat€ment
Statenent Nurnber: R000001206 Anrount: i]-0,722.20 Oe/08/2OOLO4:35 PM
Palment Method: Check Init: LC
Notation: #6s295/George Shaeffer CongtsruBtion
Permit No: 801-0140 T)4)e: NEW (SFR,P,/S,DUP) PERMIT
Parce1 No: 21010? 112 018
SiTE AddreaB: 383 BE.AI/ER DAM RD VATI,
Irocation:
Total Feea: ilo,722.20
Ttrla Payment: SLO,722.2O Totsal ALL PtntsE 3 S1O,722.2O
Balance3 $0.00
*+f+++**l +t*t a** *aaaaa a **a* + + r +* + + t + +t + | t*t+ a **t a+ +a* * **+* + ++ + * * *f I * a tt t + a f+ t + a a+a* la+***+*a
ACCOUNT ITEM LIST:
Account Code DescriDtion Current Pmts
BP OOIOOOO3I1i1OO BUILDING PERMIT FTES
DR OO1OOOO31122OO DESIGN REV]EId FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATION FEES
I,IC ()()1OOOO31128O() WILL CALL INSPECTION FEE
5,780.00
500.00
3,757.00
682.20
3. 00
.A g,y$lryffu,.e-
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
-\
tl
NVNOFYAIL
Building Permit #:
uired lbr
75 S. Frontage Rd.
Vail, Colorado 81657 O
CTOR
General Contractor:
George Shaeffer Construc
Town of Vail Reo. No.:Contact and Phone #'s:
COMPLETE VALUATIONS FOR BUILDING PERMTT & Materials
BUILDING: 5z$!fufoo'ELECTRICAL: $ l0O,600 -OTHER: $
PLUMBING: $ ?5,og0 -MECHANICAL: $ IZO NO -rOrAL:$ 3,9A),000 -
Parcel
,t*************************************FOR OFFICE USE ONLY*****,?***t ***********:t*****:k**r&*****lr*
Other
F:/everyon€y'forms/bldgperm
of Construction:
For Parcel # Conbct Assessorc Office at 970-328-864O or visit
Lot 3-2101-071 -12-O1B
Job Name: -IJeaver Dam Resi.dence Job Address: .r-3(3 &(383
Legaf Descriptionll lou 1{@llerrcx= 3 llririnst 3rd llsuuairi"ion:vait vil|aoe
( |l^rnerc Nrmp''-'"'-'AZZ Holdinos Address:Phone:
Architect/Designer:Fri fz l an Di ar Address: PO Box 57, vaiL. co 81657 enbngT s-aii-e sqz
Enotneer:- Bowla Fnnin Address: 143 E. Meadow Dr vAit_. collflSBg
Detailed descriotion of work:
WorkClass: New(p Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both t()Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg,: Single-family (1) Two-family ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Noffype of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) WoodiPellet ( ) Wood Burninq (
Noflype of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist: Yes ( ) No ( )
RE0'D MAY 21,2001
I0h'ry 0f lilt
Questions? Callthe Building Team at 479-2325
Department of Community Development
Project Name: t+<atx. T>u ?z+vt*<
ProjectAddress: >S L Pe-ri-,-^' D6* kl - l/d( (o albs|
/ Tht:s Checklist must be completed beforc a Buildina Permit aooliation is
accepted.
f All pages of application is complete
r Has DRB approval obtained (if required) Provide a copy of approval form
d Condominium Association letter of approval attached if project is a Multi-Family complex
ry Complete site plan submitted
B' Public Way Permit application included if applicable (refer to Public Works checklist)
B' Staging plan included (refer to Public Works checklist) No dumoster,parkino or material storaoe
_ allowed on roadwavs and shoulders without written aooroval
/ ntu"ttot i"J ""J ,"rrre submitted if demotition ,. "..-'"g P., t "{ o$<.^, y*df + po[ - o0l I
d Architect stamp and signature (All Commerciat and Multi fariily)
d fuU floor plans including building sections and elevations(4 sets of plans for Multi-Famiiy and
Commercial)
C Windo* and door schedule
c1- Full structural plans, including design criteria (ie.loads)
o-ltructural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
( Soils Report must be submitted prior to footing inspection
a Fire resistive assemblies specified and penetrations indicated
B Smoke detectors shown on plans
tr Types and quantity of fireplaces shown
Appficanrs sisnature: ?&'{ +*,8,t
Date of submittal:
\
F:/everyoneforms/bldpermZ
Received By:
K}f+d.J
MnioFvffiY
HOW DID WE RATE WTTH YOU?
Town ofVail Survey
Community Development Departnant Russell Forres! Director,
p7q4n-213e
Chect all that applies.
1. Which Department(s) did you contact?
Building _ Environmental_ Housing_ Admin
Planning _ DRB_PEC
2- Was your initial conbct witr our sbfr imrnediate slow or
no one available ?
3. lf you were required b wait, how long was it befure you were
helped?_
4. Was pur projrxt revieiled on a limely basis? Yes / No
lf no, why not?
5. WasthisyourfirsttimetofileaDRBapp_PECapp_
:
Bldg Permit_ l,l/A :
6. Please rate the performance of he staf person who assisted you:51321Name:
(knowledge; responsiveness, availability)
7. Overall efiectiveness ofilre FrontService Counter. 5 4 3 2 1
8. What is the best lime of day for you to use fie Front Service
Counter?
9. Any commenb you have which would allow us to beter serue you
next time?
Thank you fortaking $e time b complete ilris survey. We are
commitbd b lmproving our serrnce.
/
WHEN A *PUBLTC WAy pERMrT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOMNG OUESTIONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT'':
o
o
Is this a new residence?
Does demoliUon work being performed require the use of the Right-of-Way, easements or
YES-)C-
public property?YES_X_ NO
Is any utility work needed? YES X NO0
o
cl
o
a
!l
Is the driveway being repaved?YEs-rL- No
Is a different access needed to the site other than the existing driveway? YES-{- NO
Is any drainage workrpeing done that affects the Right-of-Way, easements, or public property?yES_ NO_X
Is a "Revocable Right-of-Way Permit" required?YEsl- No
Is the Rlght-of-Way, easements or public property to be used for staging, parking or fencing?
YES x NO_
If answer is NO, is a parking, staging or fencing plan required by Public Works?YES NO
If you ans:wered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public WorKs office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Work at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUEfiONS.
dr.n. >+,'*(( c->t ,-lu'fi--
Company Name
Job or Project Nane: fuen'<+ lla,. ?<io&,-'.''-
Date signed: tlq IOt
\
Contractor Signature
F:/s/eryone/forms/bldperm4
How it relates to Building Permits:
Fill out the attached check list with the Buildino Permit Apolication.
If yes was answered to any of the questions then a "Public way" permit is required, you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verifo (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If reguired, locates will
be scheduled for the Town of Vail electricians and inigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be noufied, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way permif, with a
"Building Permif'.
i NOTE: The above pnocess is for work in a public way ONLy. public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and understand the above.
kq\*,4Signature
E(z,l t r
,/
F:/everyone/forms/bldperm5
Date Signed
IWNOF
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Enginee/s (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commerciai (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the perrnit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:P-b-+ Q-.zr
Print name
pl*( 4 -s-
Signature
Project nane: [Z<tr* E*,^ P+i-&.^t-,
slzt ( atDate:
\
F: everyone/forms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
V,-.i r; -i llill|-VV*: rr i 'li;
Parcel#: I l-l I
Blds. Permit#'E X
o
ITIr.IITliI.I I I
i:r--1i-i__Jt L_i
1.Job Name Streel AddrBss n n ll_:-l (tfunknonncalrI ll ll ; i | 479.2138 ext.')
Excavating Contractor Name Mailing Address TOV Contraclor's License Number REOUIFED
()
Phone *VpCity
4.
Start Dale
Work is for lcircle onel
Completion Date
Water Sewer Gas Electric Telephone CATV
(Permit Expiration Dal6)
Landscaping Temp. Site Access
Other
Trench-width
(min.4')
Bond Amount $
ALL MATERIAL. EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
7.Rubber out-riggers are required on
Asohalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
Total SF $
TolalLF $
Permit Fee Total Pernit Fee $
Public Service Nalural Gas Group (1 -800-922-1987)
Public Seryice Company (1
U.S. West (1-800-922-1 987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, ext. 114)
Holy Cross Electric Company (1-800-922-1987)
Town oi Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town of Vail Public Works Construction lnspector (970-479-2198)
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction trafic control plan must be approved by the
Public Works Department prior to issuance of the permit.
10. All excavafion must be done by hand within 18'of utilities - (Senate Bill 172)'
11. Permittee must contact Public Works Departm€nl at 479-2198 24 hours orior to commencing of lvork. Failure to notify
the Town will result in forfeiture ol bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certity that I have read all chapters oi Title 8 - Public Ways and Property, ot the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
ATTACH PLAN OF WORK, INCLUDING CONSTFUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location ol cuts. USE DASH LINES FOR CUT.
White - Publlc Works
Yellow - Contrastor
/
,a
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
u The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
a The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvets at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2L98 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
a Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
Agreed to by:Rut F,^,',^a-
Print Name
b-a,,- (>- p*;a.,"-e.
!tsFttl 1
Project Name:
Date Signed:
F:/everyonqforms/bldperm6
Please read and check off each of the items below,
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLTC WAYS PROHIBTTED
P,' Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, icef or any
other debris or material upon any street sidewalk, alley or public place, or any pottion thereof.
z' Notice; Abatement: The Director of Public Works may notifo and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a pe6on who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notiFied.
J Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
/ ltotice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section l4-l of
this Code. (1997 Code: Ordinance 6 (1979).
CODEST-3A-I AND 7-3A.3: PARKING OBSTRUCTINGTRAFFIC&IMPOUNDMENTAUTHORIZED
A No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
streetor highway maintenance. (Ord. 2(1968) $ 1)
/ Whunuu"r. any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of Wventy four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 424-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) 5 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions: R, bgtt E-.Utt-
Position or Relationship to Project:
DateSigned: f[zIOt
Print Na
7r
' Sisnature ' -Lv ' -$k\{(o' c-7v';
F :/everyone/forms/bl dpermT
.t 0o \ -olqo
SOIL AND FOT]I\DATION II\II{ESTIGATION
FOR
PROPOSED RESIDENCE
LOCK 3, VAIL VILLAGE IILING NO. 3
383 BEAVER DAMROAI)
TOWNOFVAIL
EAGLE COUNTY, COLORADO
PROJECT NO. 20173
SEPTEMBER 17.2OOO
Town of Vall
OFFIGE COPY
PREPARED FOR:
FRITZLEN PIERCE ARCHITECTS
ATTENTION: STEPHANIE LORD-JOHNSON
1650 EAST VALLEY DRTVE, FALLRIDGE C-T
VAII,, co 81657
d,.+9i:EF
$S
'-qi;'j;:!;#
P.O. Box2837, Edwards, CO 81632, (9?0) 926_90gg Tel,(970) 926-9089 Fax, E-mail: lkpeng@saowcap.net
TABLE OF CONTENTS
E)(ECUITVE SUMMARY
SCOPE OF STIJDY . . .
SITE DESCRIPTION
PROPOSED CONSTRUCTION .
FIELD IT.IVESTIGATION. . .
SUBSUMACE SOIL A].ID GROUNDWATER CONDITION
FOI-TNDATI ON RECOM}fENDA]] ONS
SLAB CONSTRUCTION
RETAININGWALLS.
UI{DERDRAIN SYSTEM
SI]E GRADING AND DRAINAGE
LAWN IRRIGATION
LIMTATION
a
2
2
J
+
)
6
A
6
7
1
FIGURES
LOCATION SKETCH ...DRAWINGNO. I
SUBSURFACE E)(PLORATION LOG S....FIGURENO's l-2
SWELL-CONSOLIDATION TEST RESULTS. . . . FIGURENO. 3
GRAIN.SIZE DISTRIBUNON...FIGURENO's4-6
PERIMETERDRAIN ..... FIGURENO. T
LKP Engineering,Inc.
EXECUTTVE STJMMARY
1. The proposed residence should be zupported witb
conventional $rye spread footings, designed for an
allowable soil bearing pressure of2000 psf. They
.should constr':ct the footings on the undisturbed clayey-
gravelly sand to clayey-sandy gravel with cobbles.
SCOPE OF'STUDY
This report.presents the results cf,a subsurface Soii and Foundation In'restigaticn for a
proposedresidence to be constructed on Lot 3, Block 3, Vail Village iilingNo. 3, Town of Vail.
Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to
determine the engineering characteristics of the for:ndation soil and to provide recommendations
forthe foundation desigr, grading, and drainage.
SITE DESCRIPTION
Lot 3 is at 383 Beaver Dam Road, at the northeast comer of the intersection with Beaver
Dam Circle, in the Town of Vail, Eagle County, Colorado. At the time of our soil and foundation
investigation, there was an existing residence on the lot. The house was two'story, wood frame
LKP Engineering,Inc.
3
structure on a concrete foundation. The topogaphy of the site is moderate. Vegetation consisted
of pine tees and gass. On the northeast part of the lot were willows. Drainage is to the north and
northwest.
PROPOSED CONSTRUCTION
From our conversation, we understand that the existing residence will be replaced with a
new residence. We anticipate loads to be light, typical of residential construction.
If the finalized plans difier significantly from the above rurderstanding, they shogld notifu
us to reevaluate the recommendations of this report.
FI-ELD IIW:ESTIGATION
'Ihe field investigation conducted on September 6, 2000, consisted of excavating, lrgging
and sampling two test pits. Excavation of tbe test pits *as done with a conventional rubber-tire
backhoe. The test pits' locations are shown on Drawing irio. 1. We show the soil profile of the
test pits on &e Subsurface Exploration Logs, Figure No's 1 arri?. Soil samples for laboratorlr
soil analysis and observation were taken at selected intervals.
SUBSURFACE SOIL AIID GROT|AIDWATER CONDITION
The soil profi"les encountered in the test pits were fairly unifbnn. Test Pit No.l had 3 feet
oftopsoil over 4 feet ofgrayisb, ciayey-gravelly sand to clayey-sand with organics over two feet
of yeilowish-brown to orange, clayey-graveily sand to sandy gravel with cobbles. Test pit No.2
had one foot oftopsoil, over 2.5 feet offill in part ofthe test pit and clayey gravelly sand in the
otherpart over 2 feet ofbrown, clayey-gravelly sand over 3.5 feet ofbrown, firm, sandy gravel,
with cobbles' In Test Pit No. 1 ground water was not encountered, but was very wet at 7 feet.
We sampled the soil in the test pits at random i:rtervals. The soil sarnples were tested ia
LKP Engineering, Inc.
our laboratory for natural moisture content, natural dry density, swell/consolidation, and grain-
size distibution. The test results are shown on Figure No's 3 through 6.
FOTJI\DATION RECOMMEIIDATIONS
The proposed new residence should be supported with conventional type spread footings,
designed for a morimum ailowable soil bearing pressure of 2000 psf. The footings should be
placed onthe undisnubed clayey-gravelly sandto clayey-sandy gravel withcobbles, belowthe
layen of soil mixed with organics. The ground water elevation can vary, and it is possible, on the
northern part of the lot, it will rise as high as the proposed foundation. A minimum of two feet of
separation shottld be maintained between the ground water and the bottom of the footings. The
high ground water elevation can impact the formdation bearing soils. The proposed foundation
grade might be too yieldiag for the placement of the footings. The yielding bearing soils can be
improved by placement of sobble size rocks into the soil and running over with light equipment
untii firm base is achieved. Also, ground water dewatering might be necessary. We recommend
an underdrain behind every step in the foundation. We also recommend two feet of gravel rmder
the slab on grade areas. The gravel should be connected with the perimeter drains. More detailed
recommendations for the underdrain system can be provided once the foundation and grading
plaas are complered.
A basement is not reconrmended for this sire due to the very moist and soft soils. We
recommend minimum width of 16 inches for the continuous footiags and 2 feet for the isolated
footing pads. Continuous foundation walls shoutd be reinforced top and bottom to span an
unsupported length ofat least i0 feet.
We recommend a mfudmnm of 48 inches of backfill cover for frost protection of the
footing subsoils. The foundation excavation should be observed by the undersigned engineer to
verify that the soil conditions encountered during construction are as anticipated in this report.
The foundation excavation should be free fiom excavation spoils, frost, organics and standing
water. We recornmend proof-rolling of the foundation excavation with iight equipment on
LKP Engineering, Inc.
5
tacls. Heavy equipment can bring up the moisture from the underlaying soils and create soft and
unsuitable base for th'e foundation. Soft spots detected during the proof-rolling, should be
removed by overexcavation. Any overexcavation within the proposed foundation, should be
bacldlled, in 8-inch loose level lifu and compacted to 100yoof the maximum dry density and
within 2 percent of the optimum moisture content as determiaed in a laboratory from a Standard
Proctor test (ASTM D-698). A structural fill, placed under footings should be tested by the
engineer or her representatives on regular basis. As an altemative, the structural fill can be
repiaced with clean, crushed rock.
SLAB CONSTRUCTION
The natural on-site soils, exclusive oftopsoil and organics, are suitable to support lightly
ioaded slab-on-grade construction. The zubgrade forthe slab-on-grade construction shoulcl be
proofcompacted to detect and remove soft spots. They should backfill overexcavated soft spots
and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable
material, compacted to a minimum of 95 percent of the maximum standard Proctor density
(ASTM D-698)' Suitable material should be free from topsoil, organics and rock fragments
greater thaa 3 inches.
The concrete slab should be constructed overa2-foot layer ofclean gravel consistiag of-
3/4 :mch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the
No. 200 sieve. The underslab gravel should be connected with the gravel for the perimeter drain.
They should reinforce the concrete slab-on-grade and score control joints according to the
American Concrete Institute requirements and per the recommendations of the designer to reduce
damage due to shrinkage. The concrete slab should be separated from the foundation walls and
coiun:ns with expansion joints to ailow for independent movement without causing darnage.
LKP Engineering, Inc.
RETAINING WALLS
Foundation walls retaining earth and retaining structures that are laterally supported
should be designed to resist an equivalent fluid density of60 pcffor an "at-rest" condition.
Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an
equivalent fluid density of40 pcf for the "active" sase.
The above design recommendations assume drained backfill conditions and a horizontal
backfill surface. Sr:rcharge loading due to adjacent structures, weight oftemporary stored
construction materials and equipmenl inclined backfill and hydrostatic pressue due to
undrained bacldll should be iacorporated in the design. They should try to prevent the buildup
of hydrostatic pressure behind the retaining wall.
UNDERDRAIN SYSTEM
To reduce the risk of sr:rface water infiltrating the foundation subsoil, we recommend
installation of a perimeter drain (see Figure No. 7). TtLe foundation perimeter drain should
consist of a 6-iach diameter, perforated pipe, sloped ro a suitable gravity outlet, or to a sump
pump location , at a 1/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The drain
pipe shouid be covered with a minus 3/{inch free-draining granular material. The depth ofthe
gravel should extend to within two feet of the finished grade. Geotextile (Mirafi 140N or
equivalent) shouid be used to cover the freedraining gravel to prevent siltation and clogging of
the drain.
SITE GRADING AND DRAINAGE
Grading plan was not available for our review. The following recommendations are
general. Efierior backfill should be compacted at or near the optimum moisture content to at
least 95% of the ma.ximwn standard Proctor density under pavement, sidewalk and patio areas
LKP Engiaeeriag, Inc.
and to at least 90% of the maximum standard Proctor density under landscaped areas. They
should use mechanical methods ef sempaction. Do not puddle the foundation excavation.
The site surounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first l0 feet is recommended in "npaved areas, and
three inches in the first l0 feet in paved areas. The top of the granular formdation bacldll
should be covered with a minimum of l'foot of relatively imFewious fill to reduce the potential
of surface water infiltrating the fouudation subsoils.
Surface water naturally draining toward the proposed building site should be diverted
around and away from it by means of drainage swales or other approved methods. The roof
drains and downspouts should extend and discharge beyond the limits of the backfill.
LAWNIRRIGATION
It is not recommended to intoduce excess water to the foundation soils by installing
sprilkler systems nefi to the building. The installation of the sprinkler heads should insure ttrat
the spray from the heads wiil not fall within 10 feet of foundation walls, porches or patio slabs.
Lawn irrigation must be controlled.
LIMITATION
This report has been prepared according to locally accepted Professional Geotechnical
Engineering standarcis fep simiisr nnsrhods of testing and soil conditions at this time. There is no
other wananty either expressg6 6s imFlied.
The findings and recommendations of this report are based on field exploration,
laboratory testing sf samFles obtained at the specific locations shown on tle Location Sketch,
Drawing No.1 and on assumptions stated in the report. Soil conditions at other locations may
vary, which may not become evident until the foundation excavation is completed. If soil or
water conditions seem different from those described in this report we should be contacted
LKP Engineering, Inc.
8
inmediably to ree\laluatc the recommendations of this report.
This rcport has been prepared for thc exclusive use of Fritzlcn Picrce er*itcs8, for tbe
specific application to the proposed rcsidence on Lot 3, Block 3, Vail Village Filing No. 3, Eagle
CormtSr, Colorado.
Sincerely,
LKP
LuizaPctrovskq PE
hesidcot
c:$attf .drldrDoctElt?trtr.ltlrld
f;iwi egseo -i*
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LKI Fngineering, Inc.
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.///////t
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/ RESTDENCE
t-- 50'
I
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25'
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Pit ft
NO|E: TEST PITS LOCATED 8Y PACING FROM EXISTINq EUILDING
Engineering, Inc.
P.O. Box 2837 Edwordg. CO 81632td (970) 926-9088 rox (970) 925-9089
LOCATION SKETCH
LOf J, ELOA( 3, VNL ULLAGE FILNG NO, J
JE' SEAER OAU ROAD
uNL EAGLE C)UNTY C0LUA00
PREP^RED F*:
FRITZLEN PIERCE ARCHITECTS
TEST PIT NO. 1
DATEotssERvED, Septembf -;0
ELEVATION:o
DEPTH
s
Y
M
B
t
s
M
P
L
F
DESCRIMON OF MATERI.AL
AND SAMPLE LOCATTON
LAAORATORY
TEST RESULTS
REMARKS
l'
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--'15
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1...
l
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Topsoi I
Very wet at 7 fect
Grayish, clayey-gravclly sand
to claycy sand rvith organics
-200=40.1o/o,
MC=15.8%
DD=105.3 pcf
MC=22.2/o
Yellowish-brown, orangc, clayey-gravelly sand
to sandy gravel with cobblcs
-20O=15.2o/oMC=9.4%
Bonom ofTest Pit @ 9'No Ground Water
Encountered
tr
t
DD
MC
-200
LL
PI
GW
LEGEND:
Z-inch O.D. California Lincr Samplc (datively undisturbcd sample)
Bullq disturbed samplc
Natunl Dry Dcnsity (pcf)
Natural Moisturc Contcnt (%)
Pcrc.nt psssing No. 200 sicvc
Liquid Limit
Plasticity Indcx
Ground Watcr
LKP ENGINEERING,INC.SUBSI]RFACE E)CLORATION LOG
PROJECT NO- 20173
FIGIJRENO. I
oSeptember
rEsr Prr No.2 o
o,2000
s
Y
M
B
o
L
a
M
P
I
DESCRIMON OF MATERIAL
AND SAMPLELOCAT]ON
LABORATORY
TEST RESULTS
Fill in part oftest pit,
clayey-gravelly sand
Brown, clayey-gravelly sand
Brown, clayey-sandy gravel with cobbles, firm
Bonbm ofTest Pit @ 9'
.-- 5
* 15
DD=I03.5 pcf
MC=22-8%
-200=6.7%,MC=8%
No Ground Water
Encountered
LEGEND:
o 2-inch O.D. Califomia Lincr Samplc (relativcly undisturbcd sampl€)
I Bulk, disrurbcd samplc
DD - Natunl Dry Dcnsity (pcD
MC - Natural Moisturr Conto[ (7o)
-200 - Pcrccnt passing No. 200 siew
LL - Liquid Limit
PI - Plasticity Index
GW - Ground Watcr
LKP ENGINEERING,INC.SUBSIJRFACE E)PLORATION LOG
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Somple ol Dark
Nolurol Dry Unil
Noturol Moislure
groy, cloyey sond w/orgonics
Weight = 105.J pcf
Contenl = 22.2 percen t
frotn: Pi! No. 1 ot 6 leet
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APPLTED PRESSURE - ksf
I 100
Somple of Brown,. cloyey-grove y sand from
Noturol Dry Unit Weight = \OJ.S pcf
Noturol Moisture Contenl = 22.8 oercent
Pit No.ot 4 feet
LKP Engineering, lnc.Swell - Consolidotion Test Results
PRO,ECI NA:
201 73
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SLOPE AI'YAY FROM BUILDING
COVER EACKFILL WTH ONE
FOOT OF RELATIVELY
IMPERWOUS SOIL
GRANULAR FlLL
FIL TTR FAERIC
(i'ilRAFt t40N oR
EoutVALENr)
a<
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'l
PLASNC LINER. GLU1D
TO THE FOUNDANON WALL.
(NOT NEEDED ,T41EN GROUND
WATER Is PRESENT)
coARsE 6RAWL. J/4 |NCH O/AM.
WTH LESS THAN 52 FINES
4-INCH DIAME TER PERFORA TEO
PIPE SLOPED TO A SUITAELF OUTLFTAr t/4" PER FOOT FOR FLEX|ELE ANDAr 1/8' PER FOOT FOR RtGtD P\PE
GRAWL IHICKNESS SHOULD BE
AT LEAST 24 lNCHES AND SHOULD
INCREASE IF HEAWER SEEPAGE IS
ANTICPATTD
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Engineering, Inc.
P.O. Box 1,152 Avon. CO E|O2Otcl (970) 925-90E8 fox (970) 926-9069
PERIMETER DRAIN PRaEcr Na: 2or 7J
LOf J, ELOCK 3. VAIL ULLAGE F1LNG No. 3
3EJ EEAER DAM ROAD
VAIL, EAGLE COUNfY. COL&ADO
FREFARED FOR:
FRITZLEN PIERCE ARCHITECTS
sa{4 Nrs
o * og- r z- 2ooo
nCURE NO.: 7
TOWN OFVAIL
75 S. FRONTAGEROAD
vAtL. co 81657
970479-2138
otl*rru*r oF coMMUN,* orurro$i^t
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECTTITLE:
ADD/ALT SFR BUILD PERMIT Permit #: 802-0208
bt-6G1
€or -ot,{o
Job Address: 383 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 383 BEAVER DAM RD Applied. . : 07/0312002
Parcel No...: 2l0l07l 12018 lssued . . : 07/22/2002
ProjectNo : 'fftSOt'OoOQ Expires. .: 01/18/2003
om[ER BDR irorNT \TENTURE - TYLER, Jo7/03/2oo2 phone:
288 CIJAYTO}I ST STE 306
DENVER CO
4o206
L,icense;
CONTRACTOR MONARCH SWIMMING POOLS TNC. 07/03/2002 Phone: 303-757-5481
2211- SOIIIH IJEYDEN
DEIWER CO
80222
License: 557-S
APPLICAM MONARCH SWTMMTNG POOIJS rNC. 07/03/2OO2 Phone: 303-757-5481
2211 SOUIH ITEYDEN
DE}IVER CO
80222
Lricense:567-S
Desciption: INSTALLATION OF A POOL AND SPAOccupancy T]rye Factor sq Feet Valuation
Totals... $150,000.00*
Number of Dwelling Units: 0 Town of Vail Adjusted Valuation: $150,000.00
Fireplace Information: Restricted: Y # of Gas Appliances: 0 # ofcas Logs: 0 # of wood Pall€l: 0
ttta*t*tararrat+ttttttttta*'rraartrial,rrr,rr,r*{**rar'rra+'r*+'}ar'rrrar++++ FEE SUMMARY +at*r,t*.****'r*a+ralt'}*'ritrr
Building-> S9{0 .00 Restuaranl Phn Review->
Plan Check-> 5511.00 DRB Fee---*---->
SO. O0 Total C8lculated Fe€s_> 91,554.00
$0. 00 Additional Fees_--->9?5.00
Investigation-> 90.00 Recreation Fee--------> $0.00 Total P€rmit Fee----> S1.629'00
Will Call---> 93 .0o Clean-up Deposit----> So. oo Payments---_-_'--'t 91,529 ' 00
ToTAL FEES---> 51, s54 . oo BALANCE DUE----> $0 . 00
|*'tta*aa't*tttt'tlarttrtarrrrriarrala
Approvals:Item: 05100 BUIIJDING DEPARTMENI
o7/!2/2oo2 JEII Action: Ap included appendix chapLer 4 along with pla
reference to barriers, etc.
Item: 05400 PIJANNING DEPARTIVEMI
01 /LB/2OOZ bgibson Action: COND The applicant must resolve all DRB issues
to
the pool area retaining walls prior to final inspectj-on of the pool .
IteM: O55OO FIRE DEPARTMEMT
Item: 05500 PIIBLTIC WORKS
*att alittl'tltartaa*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I treleby rcknowledge that I have read tris application, filled out in full fte information require4 complebd an accur& plct phru
and strte that all the information as required is correct. I agree to comply with the information and plot plar1 to comply with dl
Town odinances and strte laws, and to build this stnrcture according to the towns zoning and subdivision codes, desigr review
apprcve.d, Uniform Building Code and other ordinances ofttre Town applicable thereto.
REQUESTS KIR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY T 479-2 t38 OR AT OUR OFFKE FROM 8:fl) A[,t - 5 PM.
Scrd Cl€&|.rp D.porit To: N/A
SIGNATURE OF OWNER OR CONTRACTOR FOR ANDOWNET
PACE 2
||{'*'|****'}***|'}|'t}**|'}*||*'}**|i'||****t*|:t*t***'t***t't*lt*'t:t't*'}*'|t'}*t:tt*|'}*i'}*'}***|'}*'t*|'}**'tt|t*ll}*|t*t't'}l'ltt
CONDITIONS OF APPROVAL
Permit #: 802-0208 as of 07-22-2002 Status: ISSUED
*,t't'}lt*||'tt'|*'|***'|*t'f|'|:t*'f|*****'}'!ttt**|***'+***{t'}***|*****'t*'|'t,}*'t***t**|t**,|t'}t}**'t*'}******i|**
Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 0710312002
Applican* MONARCH SWIMMING POOLS INC. Issued: 07D2nO02
Job Address: 383 BEAVER DAM RD VAIL
[ocation: 383 BEAVER DAM RD
ParcelNo: 210l07l12018
*t}''||t't!t|*||**'}**'t*|t't|+'}**|**:t,t|**'|'*t'|flt't**t***!t***'}t:}'t!t'}*'t'}'t'}*'t***|{t'}'t't*'}*'||}f*|||*'****
CONDITIONS
***:}**'}*'l****:}|'t*t'}{t'}*t**'t*'}|****t**'|'t****'}|{t*'t'}|'|,||:|t**,t,t:|'.t**t*|!t'}{t{tt'}***||'}*'t*'t*||'||'|*|t'ti'
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER
sEc.3l0.6.l oF THE 1997 UBC.
Cond: CON0005428
The applicant must r€solve all DRB issues related to the pool area retaining
walls prior to final inspection of the pool.
fafflfltlafatlaatllaattaaffrarrfttatft*r**fttttartia'trr*ttatt**tftftaftl*rr*|rta+aaafaa+rraa
TOWNOFVAIL, COI,oRADO Statcmcnt
taalltflllaa'|atalatt*ttt*t*l**aal+aa*a****tl+l't*t**r.***l'*+*a*+****+aa**ta!aa**ata+ttaaaaa'laaa
Btaternent l{trmber: R000002772 Anount: s1,629.00 o7/22/2OO2O3:5? Ptrl
Pa)ment, llettrod: Check Init: DDG
Notation: Monarch
Swimdng 012653
P€rmit, No: 802-0208 Type: ADD/AL,T SFR BUrLD PEP"!!IT
Parcel No: 2101071.12018
Site Addreea: 383 BEtrVER IIAII'! RD VAIIJ
'Jocatl,m:
383 BBAVER DAlt RI)
Totsal Feea: $1,629.00
Thia Palarcnt: $L,529.00 Total ALL Pmta! $1.,629.00Balances 90.00
fta*l*aafftfllla*aflllfl****'}aaaatlllff+aaatt*aaaf*t*ffa+f*l**l'lff++*i*+*f'}*alaalfaafllaalaa
ACCOI.JNTITEM I,JST:
Account Code DescriDtion Current Pmts
BP OO1OOOO31111OO BUILDING PERI'IIT FEES
cL 00100003123000 C0NTMCT0R LTCENSES
PF OO1O()OO31123O() PLAN CHECK FEES
I.IC OO1OOOO31128OO |,IILL CALL INSPECTION FEE
940.00
75.00
611 .00
3.00
tl
General Contractor: \r
n; /4ror;n n// /,o rs, uc-
Town of Vail Reg. No.:Contact and Phone #'s:
50*"J (ie,-c5 7,t3'+5V -sa8 (
TOTAL: $ ljgs, Doo
mvTt0Futn
75 S. Frontage Rd.
Vail, Colorado 81657
Separate
VALUATIONS FOR BUILDING PERMIT Labor & Materials
For Parcel # Contact Assessorc Office at 970-328-8640 orvisit
F :/everyondformtbldgperm
of Constructionr
2,l0l}+llzD\
Job Name: 6DR JobAddress: 4hI furt,srt-.bnnn Rt -
Subdivision: Yt u Vtutg
Phone:ar. 7{/.q?b
Of wofk: / p s*Z.{*r-rN aF A A-azz- tQ-ctat rta-c.€A -f/+$d-n-e'rt P'xa I Slt4
WorkClass: New($ Addition( ) Remodel( ) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ({) No ( )WorkType: Interior( ) Exteriorfr) Both( )
Type of Bldg.: Single.family (;() Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
: Gas Aooliances ( ) Gas
Wood Burnino (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) NoDoes a Fire Alarm Exist: Yes ( ) No (
**************************************FOR OFFICE USE ONLY**** ***********
T0l{,h,m
Questions? Call the Building Team at 479-232s
Depaftment of Community Development
Project Name:
Project Address:
r' This chedch:st must be omoleted beforc a Buitdina permit application isarcotd,
d elt pages of application is complete
/ ttas DRB approval obtained (if required) provide a copy of approval form
il& ConOominium Association letter of approval attached if project is a Multi-Family complex
d Complete site plan submitted u/ o.e.btdr! Vr,.o,-c s--
rrfr Public Way Permit application included if applicable (refer to Public Works checklist)
d Staging plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe
allowed on roadwavs and shoulders without written aooroval 7* oct C,tv&- 4 th4/a' L fla)
r&D nsbestos test and results submitted if demolition is occurringt' Architect stamp and signature (All Commercial and Multi fafiiy)
yE/ fult floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
rdt Window and door schedule
Lans, including design criteria (ie.loads) .$tas ter ..edAt .
e/ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
q/ Soifs Report must be submitted prior to footing inspection { ae,u*L Au,tan^. pc*r)
o{f fire resistive assemblies specified and penetrations indicated
dts Smoke detectors shown on plans
NF Types and quantity of fireplaces shown
Applicant's Signature:
Date of submittal:
F:/everyone/forms/bldperm2
Received By:
6^2+'a>
HOW DIDWE RATE WITH YOU?
Town of VailSurvey
Community Darelopment Deparfnent Russell Fones! Directoq
(970)479-213s
Check alf that applies.
1. Which Departnent(s) did you contact?
Building _ Environmental _ Housing_ Admin
Planning DRB _ PEC
Was your initial contacl wiih our staff immediate
no one available ?
slow 0r
lf you were required to wait how long was it before you were
helped?
4.Was your project reviented on a timely basis? Yes / No
lf no, why no?
5. Was this your first time to file a DRB app- PEC app
Bldg Permit_ ttUA
Please rate fie performance of fte staffperson who assisted you:54321Name:
(knowledge; responsiveness, availability)
Overall efiectiveness of the Front Service Counter. 5 4 3 2
What is the best time of day for you to use tre Front Service
Courter?
9. Any cornments you have which would allow us to beter serve you
nexttime?
Thank you for taking the time to complete his survey. We are
cornmited b improving our seMce.
o.
L
L
TUR1VOF
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOMNG QUESNONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT'':
o Is this a new residence?ves / no
o
o
o
a
tr
Does demolition work being performed
public property?YES
Is any utility work needed? YES
Is the driveway being repaved?
:r'tijT \> "
the Risht-of-way, easements or
YES-No/
o
o
Is any drainage work fing done that affects the Right-of-Way, easements, or public property?YES NO t
,/
Is a "Revocable Right-of-Way Permit" required? YES- NO-{-
If answer is NO, is a parking, staging or fencing plan required by Public Works?
YES No- &6 &,6'rtfl &u'tDt"to €Lt''t)\'
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permif'applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2L98,
I HAVE READ AND ANSiWERED ALL THE ABOVE QUESTIONS.
r/a..,/.+,ec( -Lrn*,,.// Fqt lt /,u e,
Is the Right-of-WaVfements or public property to be used for staging, parking or fencing?
Name: PD &Job or Project
Date Signed:6-a+ -oL
NO --/
Is a different access needed to the site other than the existing driveway? yES_ NO
or Signature
F :/everyone/forms/bldperm4
Company Name
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Apolication.
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed, Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Depaftment will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
) NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic lenewal.
6 'sz 'a-z'-
F:/everyone/forms/bldperm5
I have rcad and under nd the above.
Date Signed
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment review, and a review
by the Building Department the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
depaftments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for,
Agreed toby: 5i) 4- Lercrc=
Project Name:
Date: (^27-oT
F: everyone/formvbldperm3
O- --.. rr rr rr
PW#:L--I | 'L-J Ll J I
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19-
Parcer#:IIIX'If I II-M
Brds.Permitu'E I I'f I I I MWNOFVAIL
t.Job Name Str€et Addrgss Tl Tl [l - l-l (rt unknown carl
L-J L_J LJ r | 479_2139ext.0
2.Excavaling Conlractor Name Mailing Address TOV Contractor's License Number BEOUIRED
()
ApCity Phone #
3.
4.
Start Dete
Work is for (clrclo one)
Other
Completion Date
Water Sewer Gas Electric Telephone
(PErmit Expiration Oate)
CATV Landscaping Temp. Site Access
5.Trench-width
(min.4')
Bond Amount $
ALL MATERIAL, EOUIPMENT, AND TRAFFIC
JOB IS STARTED.
Rubber out-riggers are required on
AsDhalt surfaces underneath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
BE ON THE JOBSITE BEFORE THE
working on asphalt.
al all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
Total SF $
Total LF $
Permil Fee Total Permit Fee $
7.
L
Public Service Natural Gas Group (1'800-922'1987l-
Public Service Company (1
U.S. West (1-800-922-1987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476'7480, ext. 114)
Holy Cross Electric Company (1'800'922-1987)
Town of Vail Electricians (970-479-2158)
Town ol Vail Inigation (970-479'2158)
Town of Vail Public Works Construction Inspector (970'479-2198)
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permil.
10. All excavation must be done by hand within 18" of utilities - (senate Bill 172),
11. permittee must contact Public Works D€partment at 479-2198 24 hours prior to commencing ol work. Failure to notify
tne fourn lvitt result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certity that I have read all chapters of Title 8 - Public Ways and Propefi of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractror's Signature of Agreement
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Prinl name clearly Date of Signaturs
Whit€ - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check offeach of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
o The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice,
o Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancv issuance.
Agreed to by:Jo*lJ ,4' 6z,r-gs
--- r '1Project Name: l<AK
Date Signed:6'2? - oa
Print Name
F:/everyone/forms/bldperm6
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
o UnlaMul deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Work may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works, In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
o Notice and Penaltyr It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section t4-l of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-sA-L AND 7.3A-3: PARKING OSSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) $ 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) $ 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Project:S,**trr,
Date Signed: 6.a+'ol-
F:/everyone/forms/bld pe rm 7
3rr"l H 64r*tc5
TOVVNOF VAIL FIRE DEPARTI\{ENP VAILFIRE DEPARTMENT
Electrical-> 3229. O0
75 S. FRONTAGEROAD
VAIL, CO 81557
97M79-2735
NOTE: THIS PERMIT MUST BE T,OSTED ON JOBSITE AT ALL TIMES
ALARMPERMIT Permit #: 1r02-ffi22
Job Address: 383 BEAVER DAM RD VAIL Status . . . : ISSLIED
Location.....: WESTSIDE Applied..: M/18/2002
ParcelNo...: 270107772078 Issued. . : 05/07/2002
ProjectNo : ?R:Ot-OoOe Expires. .: 77/W/2002
ovfNER BDR JOINT VEMfURE - Tyr-,ER, JO4/L8/2OO2 phone:
288 CLAYTON ST STE 305
DENVER CO
80205
L,,icenge:
colfTRAcToR THUrJ ETJECTRONTC SYSTEMS O4/t8/2O02 Phone: 970-949-4638
P O BOX 534
AVON, eO
81"52 0
License: 112-S
APPIJICAM THI[, EITECTRONIC SYSTEMS 04/L8/2OO2 Phone: 970-949-4638
P O BOX 534
AVON, CO
8152 0
License: LL2-S
Desciption: FIREAALARM???
Valuation: $1,365.00
FEESUMMARY
DRB Fee-->
Investigation->
will call--_>
90.00
90. 00
$3.00
Total Calculated Fees-> 3232.00
Additional Fees->s0.oo
Total Permit Fee---> 8232 . oo
Payments---------> 9232.00
TOTALFEES-> 3232. oo BALANCE DUE->$0. 0o
Approvals:I€em: 05600 FIRE DEPARII{ENT
O4/24/2OO2 mvaughan Action: AP changes rnay be required during field
inspection.
CONDITIONSOF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information requfued, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivisioncodes, design review approved, Uniform Building Code and other ordinances of the Townapplicable
thereto.
Rf,etr'srs FoR rNspECTroN
'HALL
BE MADtENTy-FouR HouRS rN AD'AN.E By TELE'H'OAT 479-2r3s FR'M 8:00 AM - s pM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
o
Design Review Board
ACTION FORM
Deparbnent of Community Ds/elopment
75 South Frontage Road, Vail, Cllorado 81657
te* 970.479.2L9 fax: 970.479.2452
web: www.ci.vail.co,us
Proiect llame: DRB Number: DR8010100
Project Description:
Type II EHU in proposed new residence
Participants:
OWNER A2Z HOLDING, LLC 04/25/2001 Phone:
1050 17TH SrREEr, SUIE 1500
DENVER CO
80265
License:
CONTMCTORSHAEFFERCONSTRUfiON 0412s12001 Phone: 970-845-5656
P O BOX 373
VAIL CO
81658
Lkrnse: 129-8
APPUCANT STEPHANIELORD-JOHNSON 0412512001 Phone: 476-6342
Fritrlen Pierce Architects
1550 E Vail Valley Dr., Fallridge C-l
Vail, Co 81657
License:
Project Address: 383 BEAVER DAM RD VAIL LocaUon: 383 Beaver Dam Rd
Legal Descrlpdon: Loh 3 Block 3 Subdivision: VAIL VILLAGE FIUNG 3
Parcel Number: 210107112018
Gomments:
BOARD/STAFF ACIION
ilouon By: Action: APPROVED
Second By:
VoE: Dab of Apptoval: 05/21i2001
GondlUons:
Cond: I
(PLAN): No changes to these plans may be made without the written @nsent of Town of
Vail staff and/or the appropriate review committee(s).
Planner: BillGibson DRB Fee Paid: $200.00
TOWNOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81557
970479-2738
NOTE: THIS PERMT MUST BE TJIOSTED ON TOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D01-0012
|ob Address: 383 BEAVER DAM RD VAIL Status . . . : APPROVED
Location.......: 383 Beaver Dam Rd Applied. . : D4/?S/ZJIU,
Parcel No....: 21,0107712018 Issued . . . :
ProjectNo. : ?? P/..laL ooolo Expires. . .:
om[ER BDR JOINT VEI{TIRE - TyIrER, JO4/25/2OO1 phone:
288 CITAYTON ST STE 306
DETWER CO
80205
L,icense:
OWNER A-Z Holding Co. 04/2s/2o0L phone:
Iricense:
APPITTCAIIT SHAEFFER CONSTRUCTION O4/25/2OOL Phone: 970-845-s555
P O BOX 373
VAIIr CO
81558
License: 129-B
coMgRiAcToR SIIAEFFER CONSTRUCTTON 04/25/2OOt phone: 97O-845-s655
P O BOX 373
VAIL CO
8155I
Licenge : 129-9
Desciption:
Demo to reconstruct Type II EHU in proposed new residence
Occupancy: R3 Single Family Residence
TypeConstruction: VN TypeVNon-Rated
TypeOccupancy: ??
o
DEPARTMENT OF COMMT'NITY DEVELOPMENT
Valuation: $20,000.00
Fireolace Infornation: Restricted:
Pl,an Ctrcck->
Investigation->
will call->
AddSqFe 0
#ofGasAppliances:0#ofGaslngs:0#of
S0 . 0O Total Calculated Fees-> $248 . OO
So. oo Additional Fees->s0.oo
WoodPellet0tff*11*.*r****#r**FEESUMMARY
Building:-> 9245.00 Restuarant Plan Review->
S0. 00 DRB Fee->
so, oo Recreation Fee-->
S3 . 00 Clean-uP DePosit-->
90. O0 Total Permit Fee-> $248.00
$0.00 Payments-->90. 0o
TOITAL FEF.+-_--> S24B . oo BALANCE DUE--> $248 .00
Approvals:I€eln: 05100 BUILDING DEPARTMEMI
05/03/2O0L CDAVTS Acrion: AP
Iten: 05400 PL,AIINING DEPARTMEIiIT
$
. os/03/2ooL Be
os/o8/200t Be
ItEm: 05600 FIRE DEPART!{ENT
Item: 05500 PUBIJIC WORKS
0s/03/20o! TK Action: AP
;;Jffi* """,-'"", r,, ".|il;o #;;*rtr ffilil;;***
DECLARATIONS
I hereby acknowledge that I have read this applicatiory filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the infonnation and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin6
and subdivision codes, design review approved Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
PM.
Send Clean-up Deposit To: na
SIGNATI.JRE OF OVVIIER ORCONTRACTORFOR HIMSELF AND OWNET
Action: CO![D SEE COIIDITIOIO
Action: APPR
PAGE 2
****'t-**|tr||tr*|l"******:*r**rwt***|ffir{'rl******#*******ffi*rt****r****:t**************fr***
CONDITIONSOF APPROVAL
Permit#: D01-0012 asof 01-0&2002 Starus: APPROVED
ttlt*!t****il**rts.t**r|'l'l.|ffiffi*******#ffi**#*****************{r*!ts**{r.f*r***i**iH*ffiiffirt
PerrdtType: DEMO. OF PART/ALL BLDG. Applied: 04/?5/2007
Applicant SHAEFFERCONSTRUCTION Issued:97UUr55% ToExpire:
Job Address: 383 BEAVER DAM RD VAIL
Location: 383 BeaverDamRd
ParcelNo: 270107172018
Description:
Demo to reconstruct Type II EHU in proposed new residence
Conditions:
Cond: L2
(BLDG.): FIELD INSPECTIONS ARE REQLIIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0004693
MUST COMPLY TO 5 / 2/ 01. DRB CONDITIONS OF APPROVAL
-EROSIONCONTROL MUSTBE INSTALLED PRIOR TO DEMO AND
REMOVAL OF BTIILIDNG
-TREE PRESERVATION CONTROTS MUST BE INSTALLED PRIOR TO
BUILDNG DEMOLITION
FIELD INSPECTION REQUIRED,
^ft€.:l$ffi;
dJrL
BE ACCEPTED
PEc-otooo4
rF rNcoMPLffoE,*J:tS
Building Penirit #: Dot -aot"-
97 O- 47 9 - 2149 (I nopectione)D(Uo roroo
NWNWYIN
75 S. Frontage Rd.
Vall, Cobrado 81657
Sepilte Permits are required for electrical, plumbing, mechanicd, etc-!
Conbd Asscssots Ollle at 970-328-864) or visit forhrel #
,**, BD Ltirn+ Y"4/'h,-<
Beaver Dam Residence
Job Address:
i8i Bearzer
Legal Description It-ot: 3 ll Bbck 3 |riting: 3.d ISubdivision: tr"tt rr't'tt.,.-
owners Ntt"'A2z Hordi #g$ssiTth street, ste 1s00 hrlgl,e;,.rlo An?4tr
ArchitecVDesigner:
Fv.i $al aaD{;a
Adclress: rc"--'-i'o Box 57. vail . co s['i{i{' 970-476-63Q
Engineer: Bovle Enoi naer; nrr Mdress:lr? F Ma-/:l n -tTho-ner-anll<.--_,--
Debiled descriPtion of work:Demolition of existing homes
WorkClass: New() Addition( ) Remodel( ) Repair( ) Demo(x) Other( )
WorkType: Interior( ) E<terior( ) Both( )Does an EHU odst at this location: Yes ( ) No ( )
rvp"*Bldg.: single-family( j Two{amily( ) Multi{amily( ) commercial( ) Restaurant( ) oher( )
No. of Existing Dwelling Units in this building: 2 No. of Accommodation Units in this building:
Nn/Twna nf Firanlarec FYi<tino: Gas Annliances ( ) GasLms( ) Wood/Pellet ( ) Wood Burninq ( )
-)-
No/Tyoe of Fireptaces proposed: Gas Appliances ( 'l Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED),
ooes a fire nUrm bdst: Yes ( ) No ( )@Yes() No()
CoMPLETE VALUATIONS FOR BUILDING PERI{rT (bbor & Materials)
REFUND CLEANTIP DEPOSIT TO:
CONTRACTOR INFOR"II'IATION
Rob Fawcett 970-845-5556George Shaeffer Construct
i tr !i t :t * * * * * * :r tr t * t i * :t * * tr * t * * i'i rt * * :l *' * * lr t t FOR OFFICE
M,qrLlor {prruoJ ?eB
Flleveryone/forms/bldgPerm
RtcDAPR 242001
Questions? Call the Building Team at 479-2325
Department of Community Development
Project Name:
Project Address:
o
n
tr
n
o
c
This Checklist must be comoleted beforc a Buildina Permitaoolication is
amoted.
All pages of application is complete
Has DRB approval obtained (if required) ProMde a copy of approval form
Condominium Association letter of approval attached if project is a MulU-Family comflo<
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public WorK checklist)
Staging plan included (refer to Public Works checklist) No dumpster.parkino or material stonoe
allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signalure (All Commercial and Multi family)
Full floor plans including building sections ilnd elevations(4 seE of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Shuctural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soib Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on olans
Types and quantity offireplaces shown
o
tr
..1
a
n
o
B
Applicanrs sisnature: 1>j';( )d
Date of subm ittatt 4 ( zll g
1
@ ?rcqt
o
Tl
F:/a,eryone/forms/bldPerm2
Received By:
BUILDING PERMIT ISSUANCE TIME FRAME
If this permlt requires a Town of Vail Fire.Departmelt"Approval, Engineer's (Public Works)
review and approval, a Planning'Department review or Health Departmeqt review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requiremenE. Residential and small projects should take a lesser amount
of lime. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) week to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand fie plan check procedure and time frame. I also undersbnd
that if the permit is not picked up by the expiration date, that i must still pay the plan check fee
anci that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Print name
Signature
Project Name:
Date:
F :/everyone/fornxs/bldperm3
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOMNG QUEST]ONS REGARDING THE NEED FOR A
"PUBLIC WAY PERIVIIT":
o Is this a new residence? YEs No X [)z.t*ol] h'rx
o Does demolition work being performed pquire the use of the Right-of-Way, easemenB or
public property? YES #- NO-
Is any utility work needed? YES-X- NO-TI
o
n
n
Are there any improvemenE being clone to the dnveway ? YES- NOJ-
is a different access needed to the site other than the existing driveway? YES- NOX-
Is any drainage work peing done that affec6 the Rightof-Way, easemen$, or public property?
YES_ No_#_
n
n
Is a "REuocable Right-of-Way Permif'required? YES- NO
is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YEs x No
If answer is NO, is a parking, staging or fencing plan required by Public Works?
YE5 NO
If you answered YES to any of these questions, a "Public Way Permif'must be obtained.
'public Way Permit" applications may be obtained at the Public WorKs office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESNONS.
Contractor Signature
Job or Project N^ * B,ta* t>orr^ FAdc"'<u
DateSisned: qlzqlOt
Company Name
F: /everyone/forms/bldPerm4
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Buildine Permits:
Fill out the attached check list with the Buildino Permit Aoplication.
If yes was answered to any of the questions then a "Public way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontaqe
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verify (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
> A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
.and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
> The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, bnrt please allow up
to one (1) week to process.
) As soon as the permit is approved, the Building Departmeni will be notified, allowing the
"Building Permit" to be released, Please do not confuse the "Public Way PermiY' with a
"Building Permif'.
) NOTE: The above pnocess is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and understand the above.
Signature
F: /everyone/forms/bldperm5
Date Signed
mvv0p
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORI(S!
Please read and check off each of the items below:
{fne Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
{The Town of Vail Public Work Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the consffiuction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
/Alro, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occuoancv issuance.
Asreed to by: ?U'*+ Fr-A
Print Name
Project Name: l\4** I>-^ tL; dt'b/'-
Date Signed:
Lllzqlor
F:/everyoneforms/bldperm6
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2.10: DEPOSITS ON PUBUC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocK, mud, dirt, snow, ice, or any
other debris or material upon any sueet, sidewaik, alley or public piace, or any portion thereof.
o Notice; Abatement: The Director of Pubiic WorK may notfy and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the DireCor,s employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director oi Public WorK. In the event the person so notified does not comply with the nouce
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense ofthe notified.
o Summons and Penalty: As an altemative to the notice for removal provided in subsection B above,
any person who violates or causes anothe!' to violate the same, may be issued a summons to appear
before the Municipal Coun of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 14-1 of this code.
o Notice and Penalty: It is unlawful for any person to fail or refuse to compiy with the notice of the
Director of Public WorK as provided in subsection B hereof, and any such person shall, in addition to
payment 0f the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 14-1 of
this Ccde. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMEI{T AUTHORIZED
f, No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or DroDer
street or highway maintenance. (Ord. 2(1968) g 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Coloradp Revised Statutes section 42+.1102, as
amended, the officer shall require the vehicle !o be removCd or cause it to be removed and paced in
storage in the nearest gardge or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar (910) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
i have read and will comply with the above code provisions:
Print Name
Position or Relationship to Project:
Date Signed:
F:,/everyone,/formVbl dpermT
Signature
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
970479-2138
oil*r".*T oF coMM'Nrry DEVEL.T?^t
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: 802-0006
Job Address: 383 BEAVERPAM RD VAIL Status . . . : ISSLIED
Location.....: \^sc(\- S. dp Applied. . : }l/ftn0i|lz
Parcel No...: 2l0l07l 12018 Issued . . : 04126n002
ProjectNo , f pSOl-O1O1g' Expires. .: l0l23l2h2
ol{![ER BDR iIOrNr VENTI'RE - Tyr.,ER, J0I/L8/2O02 phone:
288 CIAYTON ST STE 306
DENI/ER CO
80205
License:
CoNTRACTOR WAGNER ETTECTRTC, rNC. 0t/t8/2002 phone: 97O-949-6L6L
P.O. BOX 1620
AVOlt, CO
81520
License:223-E
APPLICnlrT WAGNER BITECTRIC, INe. 0L/L8/2oo2 Phone: 970-949-5161
P.O. BOX 1520
AVON, CO
8L620
Iricense: 223-E
Desciption: Type II EHU in proposednewresidence
Valuation: $25,000.00
ttatttattttaattattt*tt*tittttttatlattar'lrtaararatittarttt+tttttttttrr FEE suMMARy rar:r't'raIalaa!rrrararalllllllllaaaraata'rrartaaaaaaaaaaraaa't+at
Elect'ical-> S450. OO Total Calculared Fees-> 9453 . oo
Additional Fees_--_> S0.00
Total Permit Fee----> Sr53.00
Payments--> $,153.00
BALANCE DUE-_...>$0.00
DRB Fe€->
Investigatiolr->
Will Call-------->
so.oo
s0.00
s3.00
TOTALFEES+ S4s3. oo
Approvals:It3rn: 05000 EL,ECTRICAJ, DEPARTII{ENI
SL/L8/20O2 DF Actions AP
ItEM: 05600 FIRE DEPARI.I{EIIT
rartt*rttttta{atttttttattttttr*tt*ti*tttttttttttt*ttttlattttatttatittrttttttttttataritttttarlrllllilarta,}llllllaalltlllllllllttallallallt'lara'taar
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, desigt review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
Sent By: I{AGNER;__ _-. r. ..rr..|..^vUr-uEv-DE:FT.
REqgelN n BE lcmN $I.A|I,E U^Silrg'ltrf.four
Aor-29-02 l0:39:ru,""".f ""
Page 3/5
a/"
ATOrnofncE lma|{-5'[4,
aaflt+alaaaa*aaafataataaaa+aaaa*la*+f{'llr+++ataatl'l'faa+ta*+++aaa+taa+++aaa+aaaa+aaaf++lalaa*
TOWN OF VAIL, COLORADOCopy Reprhted on 0,f -2G2002 rt 09:59:12 01t ,5IAn2
Statfmenttallt aaa+ atlt+ *+tliaaa+ +*lll l*a** ***+f t *'ta*+ ++ *r*+ + **a*+ l**l* a*'ll* alla+ a'lal* fatat la*l lafal It
gtatenent lt\utber! R00000192? Amount: 9453.00 oL/29/2oo2o7:13 AM
Payment Mettrod: Check IniE: DF
Notalion: CHECK# 21413 WAGNER EI,EC:TRIC
Petmit lto: 802-0006 Tl4re: ELECIRICAIJ PBRIIIT
Parcel No: 210107112018
Site Addreee: 383 BBA\'ER DAlr RD \IAIIJ
IJocation:
ToEal FeeB: S,153 . OO
EtrJ.s Palznent: $453 .00 Totsal AJrIJ ltntE: $453 .00
BaLance: $0.00
lf'}laaa**l*tl*ta*tft'|l*f*tl+*+tla++l*'ll*a*'ttft*tfl*t**t{r'a{r'}'}a+tffa*af't**a*taaa*lffafttfflafa
ACCOI,JNT ITEM LIST:
Account Code Description Current Pmts
EP OO1OOOO31114OO TEMPOMRY POI,JER PERMITS
[c 00100003112800 !{ILL CALL INSPECTI0N FEE
450.00
3.00
Sent By: WAGNEB;
75 S- Froatagc Rd.
Vai[ Golcnde 31651
s709494339;lan-rf to:34Atl;Page 3/3
ryPr.rPLErEoRulr- Prulect#:
BuiEing ttcnirit #:
Elcctrical Pcrmlt #:
97ba7$'21tr0
*
Ad(|itbn( ) Rerm&l( ) Rcpah( ) TempPotE( ) Ottter( )
Does an EHU eri* at thb bcatin: Y€s
I mrfU-hnrfv( ) Conrr:nbl( ) n:$rurnt( ) 00t r( )
ilo. of Amrunodadon unhs h fitstlo. of EGthg Dwellirq UniE In tttis bkthg:
Al,touNT oF 5Q FT IN STRI CTURE:
6MP|..ETE SQ. FEEr FOR NEW and VALUATIOI{S FOR Att OT}IERS (Lbor
OOIITRAC'OR, ITFORilATIOII
..ir I r. a. rr a. r....r..... i... I rt al r.. aa |FOR OF|iICE i.
i
i
i
,l
USE OflLY. r r.. t... t. rr " "tr " tr'aaaaaaaaa
F:/et crys|./f DrG/dtcPqm
TOWNOFVAIL
75 S. FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
MECHAMCALPERMIT Permit #: lv.I014262
fob Address: 383 BEAVER DAM RD VAIL Status . . . : ISSLJED
Location.....: .ffiT€IDE (^r<-f,+- r; d,- Applied..: 7L/\O/ZOOI
ParcelNo...: 270107112018 Issued. .: 0l/02/2002
ProjectNo : p14.16t _ OoC\a Expires. .: 07/07/2002
owNER BDR iIOrNr VEr{TI,R3 - Tyr.,ER, JL3_/3O/2OO1 phone:
288 CLAYTON ST STE 306
DEIiIVER CO
80206
Iricense:
COMTRACTOR CL,IIIIATE CONTROL CO OF GwS LL/3O/2OOL Phone: 970-945-2326
P O BOX 1042
GIJENWOOD SPRINGS, CO
4L502
License : L29 -14
APPL,ICAIfT CIJMATE CONTROIJ CO OF GWS LL/3O/2OOL Phonez 97O-945-2326
P O BOX 1042
GIJENWOOD SPRINGS, CO
815 02
L,icense: 129-M
Desciption: ENGINNERED SYSTEN4, FORECEP AIR SUPPLEMENTAL HEAT,GENERAL
VENTING.. E/rtiT€IEE ONLY tu<3'$S,&>
#ofGasAppliances:0#ofGastogs:0#of
Valuation: $40,694.43
Fireplace Inforuution: Restrircted:
Wood Pellet **r*** FEE SUMMARY
Mechanical-> 5820.00 Restuarant Plan Review->
Plan Check-> 9205. oo DRB Fee-->
50.00 Total Calculated Fee$-> 51,028.00
s0 .00 Additional Fees->$0. 00
Investigation->
will call->$3 .00 Paymmts---> $1, 028 . 00
BALA ICE DU|E->
Item: 05100 BUILDING DEPART!{ENI
L2/26/2oo]- JP(N| Action: AP
Item: 05600 FIRE DEPARTII4ENT
CONDITIONOF APPROVALCond: 12
(BLDG.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPITIAIICE.
Condt 22
(BLDG.): COMBUSTIOIIAIR IS REQUIRED PER SEC. 701 OF TIIE 1997 I!MC, OR SECTION
701 0F TI{E 1997 rMC.
Cond: 23
(BL,DG. ) : INSTALLATION MUST CONFORI{ TO MAIIUFACTITRES INSTRUCTIONS AIID TO CIIAPTER
o?o*r** oF coMMUMry psvE;PMrNr
S\b w-st
$0.00 TOTAL FEES---> $1,028.00 Total Permit Fee--> $1,028.00
$0. 00
r.0 oF TI{E 1992 UMC, CHAPTERI OF THE l-eez rMc.
Cond: 25
(BLDG. ) : GAS APPL,IANCES SHAIJIT BE VENTED ACCORDING TO
TERMINATE AS SPECTFIED IN SEC.8O6 OF THE 1997 I'MC, OR
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPLENI MUST COMPI-,Y WITH
THE 1.997 (JMC AT.ID CHAPTER 3 OF TfiE 1997 IMC.
Cond: 31
(BLDG.): BOILERS SIIAIJIJ BE MOI'IITED ON FLOORS OF NONCOMBUSTIBLE CONST. I'NITESS
IJISTED FOR MOT'Ii|:TING ON COMBUSTIBIJE FI.IOORING.
Cond: 32
(BL,DG.): PERMIT,PLANS AI.ID CODE AIIALYSIS MUST BE POSTED IN MECITANICAIJ ROOM PRIOR
TO AN INSPECTION REQI]EST.
Cond:30
(BL,DG.): DRAINAGE OF MECI{ANICAIJ ROOMS CONTAINING HEiATII{G OR HOT-WATER SUPPLY
BOILERS SIIAI-,L BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1,022 OF THE 1997 I!MC, OR
SECTION 1004.5 OF TIIE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information require4 completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this stucture according to the towns zoninp
and subdivision codes/ design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
CHAPTER 8 A}ID SHAI.,L
CHAPTER 8 OF THE 1997 IMC.
CIAPTER 3 AIID SEE.1O17 OF
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN
PM.
AT 479-2138 OR AT OLIR OFFICE FROM 8:0 AM - 5
TURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
o" **r"r oF coMMUN,t" orurro.t ,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECFLANICAL PERMIT Permit #: M02-0040
Job Address: 383 BEAVER DAM RD VAIL Status . . . : ISSUED
[ocation.....: U)e(\. *Aa- Applied . . : 03/2112002
Parcel No...: 210107112018 Issued. .: 03/27/2002
ProjectNo: Expires..: 09/2312002
owNER BDR iIOII{T VEIITIRE - TYIJER, JO3/2L/2002 Phone:
288 CI,AYTON ST STE 305
DEIiIVER CO
80206
License:
CONTRACTOR BLACK DIAI,IOIID MECH, INC 03/2L/2002 Phone: 970-926-9O0L
P.O. BOX 581
AVON, CO
8L620
License: 115-P
APPIICANT BLACK DIAIIIOIID MECH, INc 03/2t/20o2 Phonez 970-926-900l
P.O. BOX 581
AVON, CO
4t620
License: 115 -P
Desciption: NEW RADIANT HEAT AND SNOWMELT
Valuation: $65,000.00
Fireplace Information: Resticted: Y # ofGas Appliances: 0 # ofGas tngs: 0 # of wood Pellet: 0*t*|tl.'||'}'|i+t*'}ltri||'}ti't|***|.*||+|t+|'+i*||+|+|+tt'||*t*i*+|*.'|.**FEEsUMMARY*|*|****|******.
Mechanical--> 51, 300 .00 Restuarant Plan R€view--> S0. 00 Total Calculated Fees-> 91, 528 . 00
Plan Check_> 5325. OO DRB F€e__._.._> S0. 00 Additional Fees-> $0. 0O
Investigation-> $o . o0 TOTAL FEES------> $1, 528 . 00 Total Pemit Fee-> 91, 528 . 00
Will Call--> S3 . 00 Palrnents--> 91, 628 . 00
BALANCE DUE-__> SO. OO
t+ ttt'ttti ttt *tl ili l ll l lir l t+ lltltflIten: 05100 BUII-,DING DEPARII,IEIflI
03/22/2002 CDAVIS Action: Ap SUBJECT TO FIEIJD INSPECTIONS
Item: 05600 FIRB DEPART!'IENI
CONDITION OF APPROVALCond: 12
(BL,DG.): FIEL,,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPITIAI{CE.
Condt 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF TIIE 199? tMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BLDG. ) : INSTATLATION MUST CONFORM TO MANUFACTURES INSTRUCTIOIIS AlrD TO CI{APTER
10 OF THE 199? (JMC, CTIAPTER 10 OF THE 1997 IMC.
Cond: 25
(Br,DG. ) :
TERMINATE
Cond: 29
(BL,DG. ) :
THE 1997
Cond: 31
(BL,DG.): BOILERS SHAIJIJ BE MOUNIED ON FLOORS OF NONCOMBUSTIBITE CONST. IJNITESS
IJISTED FOR MOI'NTING ON COMBUSTIBIJE FI'OORING.
Cond: 32
(BL,DG.): PERMIT,PIJANS AIID CODE AIIAIJYSIS MUST BE POSTED rN MECHANICAI ROOM PRIOR
TO A}T INSPECTION REQT'EST.
Cond: 3O
(BLDG.): DRAfNAGE OF MECIIAI{ICAIJ ROOMS CONTAINING HEATING OR HOT-WATER SIIPPIJY
BOII.,ERS SHAJ,I, BE EQUIPPED WITH A FI,OOR DRAIN PER SEC. tO22 OF THE 1997 UMC, OR
:,""*:L:-T.-1.0-:-1;,:--.oi--:T-:--t-:3"L-l-Tl.;..---
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot pla4 to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto,
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADV AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
cAs Appr,rANcns sJsE \rENrED AccoRDrNc ro cHApt 8 AND sHArJrJ
AS SPECIFIED TN SEC.8O6 OF THE ].997 I'MC, OR CTAPTER 8 OF THE 1997 IMC,
ACCESS TO HEATING EQUIPMEIIT MUST COMPI,Y WITH CHAPTER 3 AI{D SEC.1O17 OF
ID{C A}ID CTIAPTER 3 OF TI{E 1997 IMC.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
Building Permit
Ptuvlde lisdrrnicrlo Mcchenlcelo Gonburdono Flue, Vorto llcrtLoto Equlpmcnt ;"ffiib
Medranical Permft#:
mwawL
75 S. Fmntrgc Rd.
ValL Cobndo 81657
Permit will not be accepEl wlthout the following:
'ovYn of Vail Reg. No.t
OOiIPLETE V & Materials)
IIEGHAilICAL: E 65ooo .OO
--a
Par€€il #
hbh*t Bteuilt Wn W$c*.ao JobAddrcss: 3t B- Etl-'tc+ p, p,D.
9le=!poon_l].dt, 2 I Lo*' > | rime: 3 AD suloryEQqi /rqL up.1.262
Owners trtame:A
Englneen Adclressi Phone:
ueEiEd description d wsrk/htt Fhon.,r th/ar + {te"- ^c.Ttttorkclass: New60 Mdttion( ) Aheqlbn( ) Repatr( ) odrer( )
Does an EHU eldst at thb location: yesA) t{o ( )
Typc of Bldgl Singt+hm'y g,zl OupLn
H
No. m exisUng Dwelting iJnC
!!9{Ire d Flteolaces Exlstlnqt, gas 4ooflances (,J Gas roos ( r wood/peil"t ( r wood Burrltno ( I
lorrype of Flreplaces Plopced: Gas ( ) wmd Burning (Nor A[owED)
esa wood to an EPA
ROUTEDTO:
_,,
'ritrfi6ilfffiffi
gATE D.UE:%
Y*rr.**t***fl.,t
TOWNOFVAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
970479-2138
t^.rf SNOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M02-0042
Job Address: 383 BEAVER DAM RD VAIL Status. . . : ISSUED
Location.....: 383 BEAVER DAM RD Applied . . : 03/26/2002
Parcel No...: 270707772018 Issued . . : 04/04/2W2
ProjectNo : PRSO\- OOOG Expires. ,: 70/07/2ffi2
or{NER BDR ilollqf VENTLRE - TYLER, JO3/26/2OO2 phoner
288 CI,AYTON ST STE 305
DEN\TER CO
802 05
License:
coIwRAcToR HEARTI{ EXCIIANGE, rNC. (THE'' 03/26/2002 phonez 970-827-9623
P.O BOX 570
MIISPT'RN, CO
81645
License: 174-M
APPTJTCAIIT HE"ARTII EXCIIAIiIGE, rNC. (rHE) 03/26/2002 phonez 970-827-9623
P.O BOX 670
MII{TT'RN, CO
81645
Lricenae: 1?4 -M
Desciption: INSTALLATION OF A CLASS A PIPE AND GASLOG SET
Valuation: $7,400.00
Fireplace Information: Restricted: Y # ofGas Appliances: 0 # ofGaslogs: 0 #of
Wood Pelleh **** FEE SUMMAIIY
Mechanical-> $150 . 00 Restuarant Plan Revier '->
Plan Check_> g{0. 00 DRB Fee->
SO. O0 Total CalculaH Fees_> S203 .00
50.00 AdditiorulFees--->so.0o
Investigation->
willcall->93.00 PaymenS-> 9203 . OO
BALANCE DUE_> S0. 00
*t*ffi rffi *t*aft *dhrt*trs***rtarr*'r**rw*&ffi r***fi r*#********
Item: 05100 BUIITDING DEPARTMEI{T
04/o4/2OO2 dRr Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BL,DG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
Cond: 22
(BIJDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF THE 1997 IIMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BL,DG.): INSTAL,LATION MUST CONFOR}| TO I'{ATUFACTITRES INSTRUCTIONS Al{D TO CHAPTER
10 oF THE 1997 UMC, CHAPTER L0 OF THE 1997 rMC.
O O vo^l \-/\ L\.ql*
DEPARTMENT OF COMMUNTTY DEVELOPMENT 4Ru ^1
j d
3\89
So.0O TOTAL FEES---> 5203.00 Total Permit Fee-> S2o3.oo
Cond: 25 v
(BL,DG.): GAS APPLIAI.ICES SIALL BE VEMTED ACCORDING TO
TERMINATE AS SPECIFIED TN SEC.8O6 OF THE 1997 I]MC, OR
Cond: 29
(BI-,DG.): ACCESS TO HEATING EQUIPMEIiI| MUST COMPIJY WITH
THE 1997 IJMC A}ID CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BI-,DG. ) : BOILERS SHAITIJ BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE
IJISTED FOR MOUI{|:|ING ON COMBUSTIBIJE FI-IOORING.
Cond: 32
(BI-,DG.): PERMTT,PIJANS AIiTD CODE A}IALYSIS MUST BE PoSTED IN MECHAI{ICA]. ROOM PRIOR
TO AN TNSPECTION REQI]EST.
Cond: 30
(BLDG. ) : DRAI}IAGE OF MECIIANICAL ROOMS COI{ITAINING HEATING OR HOT-WATER SUPPLY
BOILERS SIIAIIT BE EQUIPPED 9{ITH A FI-,OOR DRAIN PER SEC. tO22 OF THE 1997 IIMC, OR
SECTION 1004.6 0F THE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this applicatioo filled out in full the information required, completed an
acculate plot plan, and state that all ttre inJormation as required is correct. I agree to comply with the inJormation and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
o
CHAPTER
C}IAPTER
CIIAPTER
8 AND SHAI,I,
8 OF THE 1997 IMC-
3 AND S8C.1017 0F
CONST. T NIJESS
REQUESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
OWNEROR CONTRACTOR FOR HIMSELF AND O!\n\IEFSIGNA
fttlaftlaa**tftalaallt**'itaaaa'}aal*****ll*l**al*l*******+t*a**'}{'ata*++fa*laff*altfa+aatfaalf
TOWNOFVAIL, COLORADO Sbtem€at
a+aataaa*ffal'aaa*ta*a+t+tllla*+a++*ff**ft*+*a+t*++t***++*at+t*r'}*+'t+*t++a+aaaaf,aaaa+aaa**+aa+
Statenent lilrjnbers R000002104 Amoun! 3 s2o3 .00 04/o4/2oo2]: :52 AFI
Paym€$t Method: Check Init: LC
Notatsion: *2800/Hearth E rchlEEe
Permlt Nor U02-0042 Tl4)e 3 UECITAIIICAIJ PERMIT
Parcel No: 210107112018
Site Addresg: 383 BEAVBR Dt|M RD VAIIJ
r'ocation: 383 BEA\'ER DAIU RD
rotar FeeE ! 9203.00
Thia Pa:rneat : $203 . 00 Total. ALIJ Prnta : S203 . 00
Balance: $0.00
aaliaaltlfl'}+aaal**fll+aal'aat'}**a+f+aa*a+aaaaaataa*t+l*f+++afa*+ft*t+aa+aaal**taa*a*'l+aaaltf. ACCOTJNTITEMLIST:
Account Code Description Current Pmts
MP OO1OOOO31113OO MECHANICAL PERI'IIT FEES 160.00
PF 00100003112300 PLAN CHECK FEES 40.00
I.JC OOIOOOO31128OO IilILL CALL INSPECTION FEE 3.OO
OOIIPIETEV
*tlrl*****rf *****rt**
F: /rrulonc/lbnr/nrdtpcnn
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL. CO 81657
970-479-2138
olo*rr^r oF coMMUNrrY DEVELott
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBINC PERMIT Permit #: P02-0015
Job Address: 383 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: Applied..: 03/2112002
Parcel No...: 210107112018 Issued. . : 03/27/2002
ProjectNo: Expires..: W23/2002
owNER BDR JOrNr VENITRE - TyIrER, J03/21/2O02 phone:
288 CLAYTON ST STE 306
DENVER CO
80206
Iricense :
CONIRACTOR BLACK DfAMOIID MECH, fNC O3/2!/2OO2 Phonez 970-926-9OQL
P.O. BOX 581
AVON, CO
81620
I-,icense: 115-P
APPLICAlillt BLACK DIAMOIID MECII, INC O3/2L/2OO2 Phonez 97O-926-9OQL
P.O. BOX 581
AVON, CO
8162 0
License: 116-P
Desciption: NEW PLUMBING SYSTEM
Valuation: $40.000.00
FireDlac€ Information; Restricted: ??# ofGas Appliances: ??# ofGas togs: ?? # of Wood Peuet: ??
FEE SUMMARY r:ra:t*aa'r!tt{a'rrt*r*'r:}**atr*araa*aa'raa'raaa'rra'tra**.:rrt*r'}r*trr
30.00 Total Calculat€d F€es_> 5753 . O0Plumbing-> $500. 00 Restuarant Plan Reyiew->
plan Check__> S150 . 00 DRB Fee______>so . oo Additional F€es------>90. 00
Investigation->
Will Call--->$3.00
BALANCE DUE-_-.>s0. 00
Item: 05100 BUIL,DIIIG DEPARTI{EIiII
O3/22/2OO2 cdavis Action: AP SIBiTECT TO FIELD INSPECTIONS
ftem: 05500 FIRE DEPARTMEIII
CONDITION OF APPROVALCond: 12
(BLDC.): FIEL,D INSPECTIONS ARE REQUIRBD TO CHECK FOR CODE COMPL,IAIiICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
S0. 00 TOTAL FEES--------> g?53 .00 Toial Permit Fee------> S?53 . 00
Paym€nts-----*-> $?53.00
o
AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.REQUESTS FOR INSPECTION SHALL BE MADE .FOUR HOURS ADVANCE
o
TWENTY
OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
APPLIs
mr t{oPVArLly
75 S. Frontage Rd.
Vail, Colorado 81657
97 O-47 9-2149 (Inspections)
Plumbing Contractor:
Bt*e.e Da*uD kntl. h.c-
Town ofVail Reg. No.:
lrc.P
Contact and Phone #'s:
0^^,nut', b"uto 590-.sDar
contractor stenuruf/AQ} )F_
COMPTETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $ ttQ, ooo,OO
Assssrc Office at 970-328-864O or visit
Parcel # (Required if no bldg. permit # is provided above)
rob Name: Bcnaz 0e^1 2&wrn+Job Address: 393 Btfo& 0*r4 RA
Subdivision: V/,tt- utt*A+e
Detailed description of work:eoJ pCuutbr
WorkClass: New()} Addition( ) AlteraUon( ) Repair( ) Other( )
Typeof Bldg.: Single-familyP$ Duplex( ) MultFfamily( ) Commercial ( ) Restaurant( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No
****************************r.**rr*******FOR OFFICE USE ONLY**********************************n**
MAI.I
Ottrer Fees:Date Received:
DRB Fees:Acceoted EY:
Planner Siqn-off:
IVED
it / uoz
ROUTED TO:
DATE ROUTED:
DATE DUE:
v-COrvl.DEV.
.;
.i.*,ri
' Aff'r..,t 'i s i- rt ;W . r. I r:
HOW DID WE RATE WTFH YOU?
Town of Vail Suruey
. Community Dwelopment Departnent RussellFonest Director,
(970)ln?"J3/g
Check altthat eppfies
1. Which Departnent{s} rlid you conbcf?
Than[r pu brbking the lime h compleb tils survey. We are
commited b improving our servica
.,...
| 'l
Buildlng Environmenhl_ Housing Admin
Planning DRB _ PEC
2. Wasyourinilialconbctwitroursbffimmedide-slow or : .. . . ,:,
no one available ._?
3. lf you were required to wait, hor long was it befure you were
heloed?
4. Was your proiect reviewed on a limely basis? Yes / No
lf no, why not?
5, Was this your first lime u file a DRB app- PEC app-
Bld$ Permit_ ilUA I
6. Please ratefie perbrmance of tre sffiperson who assisd you:
54321Name:
(knowledgq responsiveness, avaf, ability)
7.. Overall eftctiveness of fte Front Service Counbr. 5 4 3 2 1
8. What is Sre best lime of day fur you to use fie Front Service
Counter?
9. Any commenb you have which would allow us b better serve you
nextdme?
o7lt6l2gg2 11:49 97847649sL FP5 PAGE gT
i.}Irn tiriiz:i.Jr. Al.\ ..\i.tr!!r (.i
ltiliiilfl! i'. li<.r'.'r.. ,'\1 lir';:l
'l lr.'njrt F. [!h i!cir., .\ic4ihx:!
;Fi;iartt$ t'..rj'l't'lt!'"r'r. .^rt;h;i*rit
LLr.hl [.rt!,r!.'v('h it('Jl
\jrthy tii'Jiol$. ll! |$ir tr:it .liii,1s"
FAX COVER SHEET
Drtc: O7-1tsl02
To: Chadie Davir
ta:g 4792452
Rc: 8eryer Dam Resklcnces
lcnder: SEphanlcLord'Johnson
cc RobFaurcetfcsccs4s-74zo
FRITZLEN PI ERCE ARCHITECTS
v^tt, coLoprDO
Cherlie -
A9 pcr !,our request, we ar€ rrslnt a Co€r Poob Sav+T Pool Cover on both fre Fool and Spa at the
ge;er'D.m Boid"n""t. Follorr'ing is dreir specification sheet slating that 0rey confirm with the ASTM
Fl34G91 requicrrnG.
not receive all dre pages' please call
' (97o147ffi342Et1s'
'l 6i,i, iJ{ v.r'l !r! llr'' !' lr:$.. F,riirki{'} (. ! .
\ril. C,ir..riuitt t' t r.i I
l. !rtu..t?C,.6JJ?
t. r..rri..r?i,3:hr'l
l: ir ri r(i!,r,1i rrt'liit<..rs r',,rir
${rar,r'i! ilitfl hhfi t'\'} '!':
Lj.frl4tl - t{r'(:;C.lit;n(}irlq !}.r.!Pfr.,I': lCOrrC$r.ryi':r! r'.1{l\""- :lir r 'ltr"! ,t r.l.air('
Please let rre knor if pu med additional infomatjon.
A7lLil2AA2 11:49 FPS
tE E$r3X5 sqnh'B.l Ld. oly. w aalrs
PAGE A2
SO{47€E! e0t"a8+272a' Frr t01-le{'{f63
744764
o
t-t'Fcart
UNDERWNITENS I.ABORATONIES INC. LTSTING VEnIFICATTON
Covcrpoolr lnc. ir conrmitrcd|o Fodurtnt lhc rdcrt urd hiShccl qurlity fool end.lptcover in
,h; *;i, ti; provi& yorr with rhc followinS informrtion ro vsrify comtlitncc lo thc rpplicrble
stondtr& for otlr rdcty pctl covrn'
Covlr Pool'r thdtflpntcr lltrrilqri.t ItE. littilg Dlrt[E is lttf ' nb ngnbcr E :lt1t'
Covcr pOOlr tnc. FodrCS Snlc -T Cqycf n' D&.d"r./ E{Crort, rld Srcp Slrcrr hlvc ben
rilnuf*tutttt unrtct UL'r Fdlow-rp Scwicc, rnd bcer rta L]' Mr*
Thc l,rl- t t lT Liltld rnryl crn br found on thc r irla of tho motor mounting brrctet'
il ur- u"ri rn.* ir slso t*rEd o.t rhc bormm lcfr cornrr of cha Rbnc rrrninB Lrrbcl.
Covcr Fodl ltrc. ProAlctl rc lirtcd urda thc followitlg cl|ctorictl
/*a^t"-*cnrorsuinninlPoirmdSq5 . ^--r^,,r-,ir\ a(fM or.."-o\(J;;r"b,lr;,r.r. lao*t SioT Covcr tF. Ctrrlri'cd rn Acsordrnce witb ASTM F1346-el
)
It0tlt Swirroing hd ud Sor Cqvs Op.tdorr Elcdtic
Pml covcr oFretor. Modcl "Srvc'T Cortr lle
Addirionrl conforms:on crt b. oU.iicd by PhorinB
Uadcsritcrr hbotatoncl lns.
Sm|eClirr.CA
(a0t) 9tl.24m crrcnsion 3?010, Oicnt Mviron.
Ttcy crn cortirm Qover Fools trrc. Filc nrrrnDcr Ellzill tishnS,l rr c||3toties WBAH I WDDJ'
Oo lo SA[g,!LCqU, click on 'Cqrt|lrFs-. click on "UL onlinc ccnrficrtiont"
Enlrn UL Fla nurnbcr E!28{l
.tf you hrvo my dditiond gucdolrr phec contxt Co'er Poolr * 80G44?-2E38
Z.d EB'g esa eoe a I ooJ lloJruoH !6?: I I ZO gI tnr
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FAX COVER SHEET
Dater
FPS
FRITZLEN PI
PAGE OL
E ARCHITECTS
v . cot oRADO
o
ERC
To:
Fax:
Re:
Sender:
CC:
07.rE{J2
Chadie Davis
479-2452
Beaver Dam Resldences - pool
Stephanie Lord.johnson
tub Famet, GSCC 845.2013
Jeff & lsaas GKC 477-t470
You should receive 3 Pa8eG) inctuding r,B cou"r itte@ please cari(970)4764t42 Ert15.
Charlie -
Per our Elephone conve'ation, dre follorving irems wilr be included in tlre poor area prcject toaddress code concerns
1. Pool Earrier - Per code 48" requirement is needed.. a, South side - a 4g' tall banier wilt be tocated inthe landscapeb. North side - the maiority of the propcd barrier is 4g' above gnde when. ourideof tre pool area. There is a small seOion adiacenttodri hourewerethe
barier height will need to be raised o rrrcet the 4g, requiremenr.c, East and Weet Sides - the houser enclose trese sides2. Door Alirms -The doors O the pool will be alarmed per codea. West House - Door 2O611 and 2.t 1/1b. EastHouse.- 0oort0l/1, 1O2h $d1OZJ|
!-. --'- .'
I will fulbw upwith the details on the south banier and the norfi banier adjacent tp house, phrse
call with any additional questaonr or commenb.
i ti:,i, tut VJrl Viriiry 9ri.'i. l,liirids{ l.: i,
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From: Tkn Boyb To: Chatla D!vl.Datr: gfl U2002 Tirnc: 3;41:92 PM
Boylc Engirucring Inc.
143 E. McEdow Drivc Suitc 390
Vril, Colorado 81657
303141G2170 FAx 303/47C4383
Soptarbcr ll' 20@
Chrrlle Drvb
TOWN OF VAIL BT'ILDTNG DXPT.
73S. froot{snodWcd
VdlColordo t1657
Subjcct Modified Forndcim Wdl' Bavcr Duu Rord East Roeidcncc
363 Beavcr Dem Rosd
Vail, Colorrdo
Dcrr Cborlic:
rltb is to corfirm 6.t I brvc E do a viooal iarpcctbn of thc nodified portim olto {${m *all whcrc ths sbir
co@tor @E grc 8p.rgr *lqg ; tc nca"ii bun Rord East Rcsilorc,o' Tbc width of trc cmcrcrc hts bcrn
;;tuJ ii;;n;,.n i"i1gli2 %'.-Jihi. tocrtion. A porpcndicular fourdation wbll abutE lhis vall |t tc localior
wtcrc lhc Fislory boarn rcactio born rbovo'
P!!. 2 of 2
Fufiham!, tbl qiqity of thc rcrctisr aotrr thc hcador ovcr thc window on 6c sorlh wrll of tbs st8fus blsrt
lpprqnnabry 4' b tb "-t ?i;; th.6;' rhfuil'-l P^Tgd*-Y5a1$H.ry1$"f;[ffi'-frt;tt;;il;".f;;Fd"sbtLlbh.dtiortitt*toD. I-y6vap'powoftirgiqrtionssit
It. ir.t* gF* c
"
g4(ilFfrfly qucstiou orco@trts on ttir mattcr'
Preidcot
Frdn: Tim Boyle To: q|ade Dflis
Boylo Engin:cring, Inc.
143 E. Mcrdow Dtirc, Suitc 390
Vril, Colqdo tl6J7
Oate: 9fi82m2 Time: 2:42:34 PM Page 2o'3
Dsic: 9-ll{2
JobNudcc Ol2!-
Projcct BcovcrDoEclt
Locatiqr: VEfl, Colcrdo
C@facloc Gcorgc Shrcftr Const
Os/Et:
Srcatbcn Sumy, ?4 dcg
Presod at Sib: Jefr Kieeano
TimBoylc
SaplrlhLord
FlltdclncrcCSdth
1650 F,. VJI VrlLy Dttvc, S||t C-l
Vril, Colondo tl65'7
The followlng ltems werc obsqrcd:
Tho prposc of ttis sib visit wrs to rulcc e finl frming inspcctioo of tlc Errt Rcsidencc, At thi! riril. lhc frsdrg
for thc buildiilg ig l00e/o conplclc. The ftrning bas bcen irutrlled in eccorihnce with thc plau urd spcctficatiom
istucd by thir olFcc, with modificaionr rnd stryplcrcnb tbrt have bcen coordiutcd with Ois oFrce dr.riry thc
coutuctio Focess.
Thir corylctcs fu itcmt md fuirg thb iruFction Feel 6roc to give rr a call if you havc auy qucdiooe or
cormtr rcgarding this
TiutbyM.
Prcsidcot
ffi*gg
frT'i''#
Cc: JcEKies.oc
iron: Tim Boyl€ To: Charlie Davis
Boylc Engioccring Inc.
143 E MeadowDrive, Suib 390
Vail, Golorado 81657
Date: 9/18f2002 Time: 2:42:3,1 PM Page 3 of 3
Date:
Iob Nurnbqr:
Projcct
Locatim:
Coofsstc:
O*lcr:
Wortrcc
licscot st Site:
9-lt{2
0t24
BeawrDamWcst
Vail, Colorado
Gcorgc Shaclfcr Cod
Snroy,74 &g
JcIf Kissro.
TinBoyh
$lophmie Lord
<dea Plerte Snllh
t65O E. Vell Vrlley Drlvq Sulte C-t
Vell, Colorrdo 8165?
The following items were obserrcd:
Ttc purpoee of this sit€ visit uns to rntc I nnsl fr.ming ilr@ion of tie West Rcsi&Doo. At ftis tim tbo fumiry
fc thc hdding is l0flr corylctc. Tbc ftrming h.s bccn irtdld in accordee witt tbc plans ud spccificetions
iured by lhir offce, with odificatious ud rupptmtr that hrvc beso c.ordilat d with this of[ca drriry tho
amstrl€ti@ Focess.
Thir corrylcer thc itorrs notcd ifuriry thir inrpcction Feel i€c to givc lE I csll if ),qr havc any gstionr or
coauats regading ttir
TinrlhyM.
Presi&lrt
fffJi:g,e"n
ffi3;
fui;;'.;:'i','
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f.lollcr:
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sl{t|sluffi.XlI.lTgTIAEFER
sI{AEIFER
&BT.,T.D subriB: N8FR $ilr: l8SLEDh?An: CD
Plrm: 9708'16,ffi
Fhonr: 97OE{s656
7
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llm:n qu$r
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GEORGE 8|{AEFFER COlt}B'TRlJCtlO}l
37&6tEa
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R|q|ncbdllmor 0f:00Pt' Plpm: 9?DtaC{668 -q- 3l$
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afr?g/dl, lilcdlCorl|rt: ATPROI
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ffisTREStttEil{CE
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nc.lvrd on 11113tO1 and ORB rbtf Opond m I l/l'tlot. - BOISON
h h h.Hr wtr nt|l|[chil bslch. - retEO{
ROr,IED'TO P|It|t$frl AIS CltrRt E FOR IPFRCi/|IS -
RronchdTlno: 0l:00t' Plrq|: 97O85{tC3 q- 378El',
Et nd* DOOLEN K
sm.A500ilmtot4l
AWATTIE FCN RA,OCAIBLE reHT OF YYAY FERI;T AND EE. . L8$M,ALCoilmr* PW l€EOg ST lfED APPROVED DRAYYilBS FROII A LlCEilEE PE. FOR IYAI.a ot,ER a FT
A'D ITCED REVOGIEI,E RG}IT OF WAY PERTfi.. LSAT€OVACmrt DiB rrvlrlsl lnrfr, rpruvd nqtlnd ptlor b mrhw d bt{erg e.rrdt - CDAt/lS
&stEl4l!$tlhllrl
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- Agetuvtd -CDAI/F A6n: APAPPRCR,ED
PEEI t sEDnFriE DOFCO}JI,E!|!X!U$ SFREAD moni|Gg nrE8T)GiG ldlon: APAPPROT,ED
REPT131 Run fd: L236
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fif2901CqrltlrliGr:ntrlCo|rlrl|n
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tIETALLATION
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Ad[on: IPAPFfiot/ED
STFPCIRT FRAIf{O AI?ROVED
lcton: |{OI€TIFED
STOP WII}I.EFF OF wlT}I STIMFFER CONsT. FRci'DE 2C
, A3 LOIY AS FOSSGLE N S}{|FT FIT TIOI{T ARqJiD AI EI.TTS.
RE@ BY il^r{.FCT AAD COD€S.bm: qllnu lXl
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AU, e.fDr'Kl CmE mHS APPROTi/EDd( FOR TCO.
cvo
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h.Doc5c.c/o A.ilon: APAPPRCII/ED
Arilon: APAFFRO/ED
i|nie.TttudsrltnrcfrcrD?ne
REOI'IIED'BE PEIGDIJP
VENTS AI{D F/FS REOI.MED
AcToIT: APAPPROIIED
TLLED A}O }.IOT hISFECTED
EM'I.IEER OF RECORD PROVT IilO 3ET8 G
APPROI/ED,OOf\DfnOn|s
AT SEAI'
rAtlBR CT(ETS(UUs)
Adoni Pl PA{TUL hfSPECnO}.|
APPRCN|ED
AciloTT; APAFPROIED
APFRO/ED
BtDoftrdGO
REPT131 Run L236
12-1$-2002
7:03 em
Inspestlofi Request iteportJng
_, -' g,qt|.^.co -tohvtt i}E_ _
Regue$ltC hr pe'ul ljat€: Fnaidy, De.Je$,i.j+r ! i:. J00ll- insnecuon Area: C[lite e',Jdrs*: 183 SFAVTR il'Aftt RC'VAJL
WEST EESlOst'J*t
Page2
4n,gElsr'!!gss
BO1-ii14O TtEe : $BUli lrlm occunair'cy. ;'
BON JQNT I€NTI.IRE . T'LE,H. ;'.II+: L
SHAEnFER CCNSTRtrCTnr'r
SI.IAEFFER CONSTRUC'iIC+J
NEW SFR wlTH TfFE II EHU
Rerdl8hns k. D{ol hralh denlld fdiB ex(.}so 6 fool lr, h€luitl whir q-'sr Arient !n h. - EGIBSON
RECETVED RF,VISET, PLAI'Is FCF POT.T AND iXCI,JT!:Ii]'O Ft.A}.iNIt.IC ANt] C}iARI-IE FOR APPROV.ALS.
OFLORES
Ndlee: Prolrocedwruh$revislqrrsrsrstvsd$n'i1i'!-101 n {: OPB st$tt a!.pro$ed on r 4l14l0l. - BGIBSOI{
Conmlent rLc spFrared. - Cft-OfiCS
Cofim€ot PUBTK WORKS iEEPI . HAS f{EclgVr;f, REv0tABLf, tiGtlT SF WAt FERiirr.' CDAVIS(b|tm€nI RECIEVED STAMPETJ DRAWFIGS FUf{ S TCNE }'ASI..IOFIT WALL. zuT NOT FOR BOI.JLDER
R€TAININ{' IlIAtLIi. CON] RAC OR F{AS SAID I"iO 6OL'!.ifFR RETAIiIII.JG WALL TO BE U'JSTALLED ON.9m.
AL.SA ON Hlt{J14!
Al,Vtmf.|G FCF? REVOCALBLE RlGFli OFW'lt PERMII Alit-rFEE -'LSANDS/AL
Commenl: PW NTEOS S.TAMPED AppFIAVEL: ftF.aLi/lFlirs fjRctv: A {..Nl"FfJ$E Pf:. t''OF tlVAtLS O\,ER 4 FT
AND I'IEFD REdOCASLE RTGHT nF liVA'/ PERMII'. - L|;AFIE!OVA-I.
Cor m6nt ERB ralhbn* submfttcrl. appr-oval r$;rdre.l F,iior Ir rcvifltv ot builctng p€rmil. - L:.DAVIS
fteqreeted lns9€L{onf s i .\
Aclt*tv:
Const Tyl6:
o\&icr:
Gonlractor:
Appllcanl:
E)€rcrlFtlon:
lftflce:
l.lElhe:
-iub ]'yl]e t{sFF
l.Jss:
illr,ni 9?$845I€5,6
Pi,oira: 9iu{d5.565€
stdur: l$$UEf)
l|13pAlea: CD
Item; -533 PtAil-TEffF, g/L1
Requ.$0.:ftEcRGE sl-iAEFFER ca.,s lFt,crt(.irto,c$Ifi: BGrBsoN
Retru*gted iir-re: 08:00 AItl' Pqcn€: 9?0'84$5668
F:rrtersd Byr Lt;{iiPBELL K
12'\3-o2
i?cques aed Tlme; 0t:00 mt
Pbons 37S184
Enter*d Sy' LCAI|PBEIL
fi+r:uesied Tints: 08:00 All' Phone: i76.S184
€i',tsrad 6y-: LCAITPBEIL K
Re{iuested Tlme: 0t:00 PM
Phofle. 31ffi1&4
Entarsd By: LCATIIPBELL l(
Itcfi:
RequoSr:
AssQtr-ed To;
Acflo{l:
Iteml
^ R€qu€Cot:
Aselgnsd To:
Addon.
Iteml
fil€$Fdor:
Assao''.gdTo:'Ac on:
5SO ALDG.T
GEORGE
c.oAvts
Timt C:{F:
CeN*<iTRtt(..i()iV.Ji,tl
FIY.TET{F. C'O i;roa rtt. I Ett a-. {,t\, | ,
cEORcE SI-{AEFFEt? CONSTFIt_ri::TntJi,tr.,eii
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Tinn Erp
nE\€Exp ,_L:..3O
O la ,1,:n--/-CO
/l/-r;,/-A^*-0'
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GEORGE SHAFFFER CON$TFiLiI.; YIOI,I.Je,{
LSA}.IDOVAI
Tima Exp.
!!rrtgguon Hlsbrr
fErn.
li0m:
f,grn:
502 P\IV-Ro.Jf,h orad€
509 PW-Ftnd difuerrsv srade
tC BLDG+oc{nos Sldsl- ' l.ri:love-i "'
t {/ l3,Oi- imoector: ilDA,JtS Artlon: AP APPROVEO
c.onmcnrs: HELCAL PIERS USEU F|STEAD OF r:Cr\ivEt'illoNlJ- SFIREAL) FOTSINeS {WEST)
f6,tl&@. InBD€clof: CF(i Acttior'1. 4P APPROVe9
CotlmrenE. Fcot sit€ wall foodli(Is batw:En slrlnlufr'.,i oniv
0S'26102 lnis€ctor JR[,] '' lcll$r: iP AFFft(;r36p
Comn'refiLr: ApPROVED RETAINII'|G \t/{Li WE$1 Fr{}USE F{Xtl-lMi ONIy
REprl31 Run Id: 596
TOI^/NOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81557
97M79-2138
plan Check_> S3 , 75?. OO DRB Fee_> gsOO . O0 Additiond Fees->
So . 00 Recreation Fee- > $9?3 . 65 Total Permit Fee-> $11, 013 ' 55
$3 .00 Clean-up Deposit->SO.OO pavments-> 911,013.G5
l*orrrNr oF coMMUNrrY pnrr?-,pvrsNr
La{ d,3(h 3
Ut...-t O' ll".-ql' 3
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES 6
TOTAL FEEg---> S11. 013 .6s BAI-r{IVCE DLIE->$0.00
Approvals:I€dm: O5100 BUILDING DEPARTI,IEIf,I
o6/14/2ooL cdavis Action: AP
Item: 05400 PIJANNING DEPARTMEIIT
o7/og/zooL bgibson Action: AP
IIEM: O55OO FIRE DEPARI.I{ENT
Item: 05500 PUBI-,IC WORKS
o6/29/20OL LS Actions AP
IEEM: 05550 ENGINEERING
PROIECT TITLE:
NEW (SFR,P/S,DUP) PERMIT Permit #: 801-0141
Job Address: 363 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: EAST RESIDEINCE Applied . . : 05/n/2O01.
Parcel No...: 27070771,201,9 Issued. . : 07/77/2001
Project No : Expires . .: 07/07 /2002
OWNER BDR Os/23/2001 Phone:
288 CI,AYTON ST STE 305
DEMTER CO
80205
License:
APPLTCAI{T SIIAEFFER CONSTRUCTTON 05/23/2O0L phone: 970-845-5656
P O BOX 373
VAIL CO
815s8
License z t29-B
CoNTRACTOR SITAEFFER CONSTRUCTTON 05/23/20Ot phone: 970-845-5655
P O BOX 3?3
VAII, CO
81658
I-,icense: 129-B
Desciption: NEW SFROccuiancy fype Faetor Sq Feet Valuation
Dwellings Zone 4 V-N 2Ll-.90 6,497.5L,375,442'9O
Private Garages zone 4 v-N 55.38 1,485 ia2,294.6e
Totals... 6,491 $L,480,000.00*
Number of Dwelling Units: L Town of Vail Adjusted Valuation: 1,480,000.00
Fireplace Infomratioru Restricted: Y # of Gas Appliances: 0 # ofGas logs: 0 #of Wood Pa[eh 0
FEE SUMMARY
Building--> $s,?80.00 RestuarantPlanReview->go . oo Total Calculated Fees-> $11, 013 . 65
so. o0
lnvestigation->
will call->
See page 2 of this Docummt for any conditions that may apply to this permit.
DECLARATIONS
I hereby adarowledge that I have read this application, filled out in fulI the inforrration required, completed an
accurat€ plot plan, and state that all the infomration as required is correct. I agree to courply with the infotmation and
plotpla+ b comply with all Town ordinances and state laws, and tobuild this structure according to the bwns zoniry
and subdivisiqt codes, design review approved Uniforur Building Code and other ordinances of theTownapplicable
thereto.
RIQTJESIS FOR INSPECTION SHAI.I BE MADE TWENTY.FOI,JR HOURS IN ADVANCE BY TELEPHONE AT 47}2138 OR AT OT,'R OFFICE ROM &{N AM.5
PM.
Smd Clern-up Depoeit To: N/A
SIGNATI.JRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
ffi ,it*{i}**ffi *t*ffi ffi **rt*dik***t*rr**********lir*t**4*}********ti**********
CONDITIONSOF APPROVAL
Per:nit #: 801-0141 as of 03-062002 Status: ISSUED
*ri**|H****|*ffi **i***ir***ffi ti*!*rt***ffi d.trt*****r*****************ilr*****!H*
Ferudt Type: NEW (SFR P/9DUP) PERMT
Applicane SHAEFFERCONSTRUCTION
Job Address: 363 BEAVER DAM RD VAIL
Location: EASTRESIDEINCE
ParcelNo: 270707772019
Applied; 05/27/2007
Issued: 07/7Un07
CONDITIONS
Cond: 33
(PLAN) THIS PROIECT VVILL REQUIRED ASITE IMPROVEMENTSURVEY. SUCHSURVEY SHALL
BESUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0004Z
NEED STAMPED APPROVED DRAWING FOR WALI.SOVER4 FT IN HEIGHTFROM LICENSE PE.
NEED REVOCABI-E RIGHT OF WAY PERMT AND FEE.
lat trtalltat*aaal ltlt*aaa* a+f f***ll* f'|*t++t** f* +t** t+ tf*t+ i**** f * * *+ *t +t** *t* *aaa+ a**a+aaa*a'l
TOWNOFVAIL, COIORADO Statcoolrtff+*f*a'}a**f+taflaall*+**l+aa'}'ta**+'}+r*+**l}'}*+ltaa*+*++**r***a**!tftttaaatlatt+f*llfaaalt|ffll
gtatenent lJr.mber: R0000020X6 AmouDt: $11,013.6s 03/06/200203:59 PM
Pallttrcnt l,lethod: Check Init: L,C
Notatsion: 54915,/8hasf,fer
Permit No: BO1-0141 fi4re: NEt{ (SFR,p/S,Dup) PERUIT
Parcel No: 210107112 019git,e Addregg: 363 BEAVER DAIU ND VAII,
I.,OCATI.ON: TAST RESTDEINCE
Total Fees: $1.1,013.55Ihls Pa)rmenE: 91x,013.65 Total AIIJ pmts: $11,013.55Balance: S0. OO
aaaataaa***altaaa***a***aa*a*tl**+a**l*******aa*a**,}ftal'l****+**9*'}*+**t**aaa*aaaalaaaaaaaaa
AC@IJNT ITEM LIST:
Account Code Descriotion Curr^ent Prnts
BP OO1OOOO31111OO BUILDING PERMIT FEES
DR OOiOOOO31122OO DESIGN REVIEW FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATTON FEES
I.IC OO1OOOO31128OO WILL CALL INSPECTION FEE
5,780 . 00
500.00
3.757 . 00
973.65
3.00
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Q*or"rNr oF coMMu*rrr rrutor.*TOWNOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97A-479-2138
NOTE: THIS PERMIT MUST BE TOSTED ON TOBSITE AT ALL TIMES
PROIECT TITLE:
Job Address:
Location.....:
Parcel No...:
Project No :
BDR
NEW (SFR,P/S,DUP) PERMIT
353 BEAVER DAM RD VAIL
9u-sl-siV
270707712079
05/23/2o0L
Permit #:
Status . .
Applied.
Issued .
Expires.
801-0141
/2007
/7U2OO1
07/07/200/2
OYINER
288 CI.AYTON ST STE 306
DEM/ER CO
802 06
L,i.cense :
COIfIRAETOR SI{AEFFER
POBOX
VAIIJ CO
816s8
License:
APPIICA}IT ST{AEFPER
POBOX
VAIIr CO
8X658
Licease:
EONSTRUCTTON
373
129-B
CONSTRU TION
373
129-B
0s/23/2oo\-g
,Uy,/
0c
:970-845-5555
3 / 2OOL Phone: 97O-845-5656
ilb {tDD,l;rtDesciption: NEWSFR
OccuPansY
Dwellings
Private Garages
EeeE ,--' 'I
,49i $L,375,442.904 V-lr
3 V-lt
Factor Sq
211. 90
36.21
6,49i i
1, {86 $53,808. 06
5,491 $3,300,000.00*
Number of Dwelling U1!6: 2 Town of Vail Adiusted Valuation: 3,300,000.00
//
Fireplace Nornution: ReslteO, Y # of Gas Appliances: 0 # of Gas tngs: 0 # of Wood Palet 0
rg'r*ffi*rrriffiffi** FEESUMMARY
Building--> ,/ g11, 2{O . OO Restuarant Plan Review-> $0. OO Total Calculad Fee&-> $20, 022 .65
PlanCheck->,/' 9?,305.00 DRB Fee---------> $50o.oo Addltional Fee+--> 90.00
lnvestigatioy' $O.OO Recreation Fee-----> 99?1.55 Total Pennit Fee--> 920,022.65
Will Call-> $3,00 Cl€an-up Deposit*--> 90.00 Paymenh+--__.-> S20'022'65
TOTAL FEES------> 520 ,022 .6s BALANCE DUE-> $0 ' 00
TotaIs.
Approvals:I€dm: 05100 BUIIJDING DEPARTMEITT
06/!4/2ooL cdavis
Item: 05400 PLAIININCI DEPARTMENI
o7/09/2oOL bgibeon
It,em3 05600 PIRA DEPARTMmSI
Item: 05500 PIIBIJIC WORKS
06/29/zOoL LS
ItEN: 05550 ENGINEERI}IG
Act.ion:
Action:AP
Action: AP
PAGE 2
***'l*ffi *rl*!hltl*******lit***ttihhhr**#*{*ffi **************ft ffi****{*H***
CONDITIONSOF APPROVAL
Permit #: 801-0141 as of 07-77-2001 Status: ISSLiED
ffi ffi rffi **rt**#*rt**ffi rHrffi ***rt*i*rffi
PernitType NEW (SF&P/S,DUP) PERMIT Applied: 05/n/ml
Applicant SHAEFFERCONSTRUCTION Issued: 07/7U2N1
fob Address: 363 BEAVER DAM RD VAIL
Locatioru
ParcelNo: 270107712019
**lr****r**{*it****rffi*{**#*******ffi*ffiH#**{r*****l**********ffi***t*ffiHffi*E**
CONDITIONS
**rhffi t**lffi lhr*iF**H****rffi rffi *ffi ****{*********iit{*rH**rl*#*ffi **#r*rffifi
Cond:33
(PLAN) THISPROIECTWILLREQIJIREDASITE IMPROVEMENTSURVEY. SUCHSURVEYSHALL
BE SI.JBIIITTED AND APPROVED PRIORTOREQI.JEST FOR AFRAME INSPECTION.
Cond:12
@LDG.): FIELD II{9PECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CONfi)0427
NEED STAMPED APPROVED DRAWINC FOR WALISOVER4 FT IN HEIGHTFROMLICENSE PE.
NEED REVOCABLE RIGT|T OF WAY PERMIT AND FEE.
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the inforsration required, complered an
accurate plot plarU and state Urat dl the information as required is correct, I agree to comply with the infor:nration and
plot plarl to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivision codes, design. review approve4 Uniforrr Building Code and other ordinances of the Town appticable
thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN 4DTIANCE BY TELEPHONE AT 479-a3E OR AT OUR OI|FICE FROM 8:(Xl AM - 5Ptu. (,/ ,/ / +_smdclean'upDepooitTo: N/A /at',2-tn-t-l 6
SIGNATURE OF OWNER OR CONTRACTOR FOR HIIVISELF AND OWNEI
*+'lt* * +tl' * | ** tl + | I + 't f* * * +t * + + * * i + * * tt a | + i+ * * * * + * a ** * a * * * * * ** **** +'i + t* '** * I I t*t 'tatt+ t+tt* *tffl
TOWN OF VAIL, COLORADO Statnm€ntItl+raaa**atata* t fa*a*++* l' f*l a +a+l'*tt * +*t{' + *a f+ tif+*r f+++tl*+1++ | i+ + ti* | *la* +*++laal ftaatta*
St,atetnent Nunber: R000001053 Anoune: S2o,O22-65 07/LI/2O'LOB:19 A$l
PaymeDt, Method: Check Ini!: .lAR
NoEatlon: 6+9L5
Permit, No: 801-0141 Typer NEW (SFR,p/S,DItp) pEm{rT
Parcel No: 2!07077r20t9
Slte AddreEE: 363 BEAVER DAIrt R.D VAIL
IocatLon:
ToEal Fees I $20, O22.65
Thla Palment 3 520,022.65 Total AIJJ Pmts: 920,022,65
Balance: $0.00
aa+ I ttt'l++t *+tl'**+ ftft++***at* a*+*+ +* t a * f+ I +t +f ++* * f* * *r* ttt '|* + a + + ft*rf'|*a+*+ir+ *+afi+a* +r**
ACCOI.JNTITEM LIST:
Account Code Descriotion Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES
DR 00100003112200 DESIGN REVIEI'I FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF I11OOOO31127OO RECREATION FEES
I,lC OOIOOOO31128OO I'IILL CALL INSPECTION FEE
11,240.00
s00 .00
7 . 306. 00
973.65
3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Project #:
Building Permit #:
97 O- 47 I - 2L49 (Inspections )
mwNhFvnt
75 S. Frontage Rd.
Vail, Colorado 81657
mechanical, etc.!
fr.,s#t;
General Contractor:
George Shaeffer Construct
Town of Vail Reg. No.:Contact anZ Phone #'s:
Rob Fawcett 845-5655
COMPLETE VATUATIONS FOR BUITDING PERMTT & Materials
BUILDING:, tft&ffl'o
ELECTRICAL: $ ? t, od1 -OTHER: $
PLUMBING: $ bO,OOO'MECHANICAL: S 10 , ooi -rorAl:$ l. qgd, 000 -
ForParceI # Conbct Assssorc Office at 970-328-864O or visit
-2101 -071-12-018
Job Name: Beaver Dam Residence Job Address:r{6a *Beaver Dim Rd
Legaf Description ILLof;A}|I ll Btock: 3 ll Fitins: 3rd llsuoaivision: Vait Vitraqe
owners *ut"'o, nolaino= ll aodress:Phone:rar\ arllt<E
ArchitecVDesiqner:- Frftzlen Pi erce Addressbo Box 57, Vail, CO 81557 Phone:970-47 6-6342
Enqineer:- Bovle Flnoi necr i Address:l 43 E-Meadohr Dr veiI- co R
Phone:;57
Detailed descriDtion of work:
WorkClass: New(,X) Addition( ) Remodet ( ) Repair( ) Demo( ) Other( )
WorkType: lnterior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ff) Two-famiV ( ) Multi-tamity ( ) Commerciat ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: t No. of Accommodation Units in this building:
No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Bumins (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (f,) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( X)
Parcel
***********************************,t**FOR OFFICE USE ONLV******************r!*rr**'t**************
Clther Fees:
Fees:
F:/everyone/forms/bldgperm
of Constructioni
ner
RI0'D MAY 2L2OO1
Questions? Call the Building Team at 479-2325
o
o
a
o
D
{6
d
IOI,I,',N
Department of Community Development
Project Name: hxeu^*-r Du-- Teq,lrtuu.s
Proiect Address:
This Checktifimust be completed before a Baildina Permitaopliation is
accepted,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumpster,parkinq or material storaoe
allowed on roadwavs and shoulderc without written aoproval ^ ,, .
Asbestos test and results submitted if demolition is occurring pe- t '{- 4u'-'o Y" * DOI' oal
Architect stamp and signature (All Commerciai and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
( Window and door schedule
o- Full structural plans, including design criteria (ie.loads)
q- Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
a- Soils Report must be submitted prior to footing inspection
Q- Fire resistive assemblies specified and penetrations indicated
o Smoke detectors shown on plans
o Types and quantity of fireplaces shown
1
Appficanfs Signature: AhA ft'-*,a
Date of submittal:
F:/everyoneforms/bldpermz
Received By:
slu lo I
/ftI-ilf+#r/
MniorTmY
HOW DID I'YE RATE WITH YOU?
Town ofVailSurvey
Community Dwelopment Depar[nent Russell Fonest Director,
(97011n-213s
Check all that appEes.
1. Which Departnent(s)did you contac0
Building _ EnvironmenEl_ Housing Admin
Planning DRB _ PEC
2. Was your inilialconbctwitr oursffiimmediate sow or
no one avdlable ?
3. lf you were required to wait, how long was it bebre you were
hetped?_
4. Was pur project revie,rved on a timely basis? Yes / No, lf no, why not?
(knowledge; responsiveness, availability)
7. Overall efiectiveness offie FrontService Counter. I 4 3 2 1
L Whatis fie besttime of day for you to use tre Front Service
Counter?
9. Any commerts you have which would allow us b better serve you
nexttime?
Thank you for taking fie lirne b compleb this survey. We are
commihd b improving our seryice.
5. Was this yourfirstlime b file a DRB app_ PEC app_ :
Bldg Permit_ trUA i
6. Please raib the performance of fre staffperson who assisted you:54321Name:
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESNONS REGARDING THE NEED FOR A.PUBLIC WAY PERMIT":
o Is this a new residence? YES K NO
0
a
tr
o
o
Does demolition work being performedT require the use of the Right-of-Way, easements or
public property? YES A NO_
Is any utility work needed? YES A No-
Is the driveway being repaved?NO
Is a differentaccess needed to the site other than the existing driveway?
Is any drainage work being done that affects the Right-of-Way, easements,YES NO A
YES
^
NO
or public property?
Is a "Revocable Right-of-Way Permit" required?YES { NOD
a Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES K NO
If answer is NO, is a parking, staging or fencing plan required by Public Works?YES NO
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public WorKs office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2L98.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
F :/everyonefforms/bldperm4
Cl-s
Contractor Signature
TOW,IOF
PUBLIC WORKS AND THE PUBUC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Buildinq PermitApplication.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verifu (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffc control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all trafific control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail elecficians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permif'to be released. Please do not confuse the "Public Way Permif with a
"Building Permit".
Permits are valid only until November 15th. A new Public Way Permit is rcquired
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and understand the above,
?-/",{\N-' Signature'
<1., (o t
F:/everyone/forms/bldperm5
Date Signed
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Depaftment review or Health Department review, and a review
by the Building Department the estimated time for a total review will take as long as three (3)
weeKs.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projecG may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that i apply for.
Agreed toby: T-,t(>+"+ Ta-t.tlf
Print name
^QN:( t .-.s
Signature '
Project N"^"t B^ne t* WJ"^'/*
Date:slzt(o t
F :everyoneforms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19
J- it-l lr l rirl| f; -J !__-l i rl i i!
Parcer#:I l,! I-l'il I I -!r-ll
^
-riLJ
Btds. Permito,,'el I L-l, f I I I
L Job Name Streel Address n F j-j _:.T (tf unknowncattllL--l i i | 429.?i38 ext. O)
Excavating Contractor Name Mailing Addr€ss TOV Contradofs Licens€ Number REOUIRED
()
Phon€ #ZpCity
Starl Dat€
Work is tor (circle one)
Comoletion Date
Water Sewer Gas Electric Telephone CATV
(Permit Expiration Oate)
Landscaping Temp. Site Access
Other
5. Trench-width
(min,4')
Depth
Total SF $
Tolal LF $
Bond Amount $
ALL MATERIAL. EQUIPMENT. AND TRAFFIC
JOB IS STARTED.
7.Rubber out-riggers are required on
Asphalt surfaces underneath lhe
A signature below indicates a
signalures are obtained, permittee
necessary Town of Vail signatures.
ST BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works ofiice to obtain the
up to one week to process.
Permit Fee Total Permit Fee
Public Service Natural Gas Group (1-800-922-1987)
Public Seruice Company (1
U.S. West (1 -8OO-922-1 987)
TCI Cablevision ol the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, ext. 114)
Holy Cross Electric Company (1-800-922-1987)
Town oi Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town oi Vail Public Works Construction lnspector (970-479-21981
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit.
1 0, All excavation must be done by hand within 18" of utilities - (Senate Bill 172)'
11. Permitte€ must contact Public Works Departmont at 479-2198 24 houts grior to commencing of work. Failure to notify
the Town will result in forfeiture of bond rnoney. Scheduled inspections which are not ready may result in lhe Town
charging the contractor a reinspection fe€.
12. I certity that I have read all chapters of lltle 8 - Public Ways and Property, ot the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractor's SlgnatJre ot Agreemerf Prid name clsarty
ATTACH PLAN OF WORK INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT-
Dats of Signature
White - Public Works
Yellow - Contractor
o
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
a The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
a The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or. streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary elecfical or any other
inspection. Please call Leonard Sandoval at479-2L98 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
a Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
Agreed to by: %tn"t E^t-trt-
Print Name
12, -f 1.*,"oSionature '
W4^rq fu Pa&*.t--Project Name:
Date Signed:
F:/everyon4forms/bldperm5
TOWNOF
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEFOSITS ON PUilTC WAYS PROHIEITED
u Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street sidewaik, alley or public place, or any portion thereof.
u Notice; Abatement: The Dhector of Public Works may notifo and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Work. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rock, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
f, Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 ofthis code.
D Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Work as provided in subsection I hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Work, as provided in subsection B
hereof, upon being found guilty of a violauon hereunder, be punishable as provided in Section 14.1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-L AND 7-3A.3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
Cl No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) $ 1)
f, Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 424-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Print Name
Position or Relationship to Project:
Date Signed:
F :/everyone/formVb I dpermT
Signature
o:
Engineering, Inc,
CIVII.{GEOTECHNIO{t
SOIL AND FOUIYDATION II\TVESTIGATION
FOR
PROPOSED RESIDENCE
LOCK 3, VAIL VILLAGE FILING NO.3
363 BEA\IER DAM ROAI)
TOWN O}'\rAIL
E,AGLE COUI{TY, COLORADO
PROJECTNO. 20172
SEPTEMBER 17,2000
PREPAREDFOR:
FRITZLEN PIERCE ARCIIITECTS
.ATTENTION: STEPIIA\IE LORD-JOH{SON
r6s0 EAST VALLEY DRryE, FALLRIDGE C-l
VAIL, CO 81657
L$iriffii'';;l;;vf-
(970) 925-9088 Tel, (9?0) 925-9089 Faa E-mait; Igcng@snowcap.aet
P.O. Box 2837, Efuards, CO 81632,
o
TABLE OF CONTEI{TS
HCECUTfiTE SUMI\4ARY
SCOPE OF STUDY . . .
SITE DESCRIPTION .
PROPOSED CONSTRUCTION .
FIELD IN\TESTIGATION. . .
SIIBSTIRFACE SOIL A}ID 6ROI]ND\T/ATER CONDITION
FO IlNDAlf ON REC OIUIVIENDA.TION S
SLAB CONSTRUCTIObI
RETAINING W-ALLS .
LIIqDERDR{N SYSTK]M
SITE GRADNG A}ID DI{AINAGE
LAW},IIRzuCATION
LiMITATION
FIGURES
LOCATION SKETCH . ....DRAI*IIN6NO. ISUBSLIRFACEHPLO}IATIONLOGS. ..FIGTIRENO,s I.2
SWELL-CONSOLIDATIONTESTRESULTS.... FIGIJRENO.3
GRAIN.SZEDISTRIBUNON.... ......RGIJRENO.4
PERIMETERDRAIN FIGT,RENO.s
,,
t
3
J
4
6
6
T
7
LKP Engineering, Ilc.
EXECTITII|E SUMMARY
l. The proposed resideuce should be supported with
conventional type spread footings, designed for an
allowable soil bearing pressure of2000 psf. They
should construct the footings on the undisturbed clayey_
gravelly sand to clayey_sandy gravet with cobbles.
2. An rmderdrain system will be needed to provide firm
and a workable surface during the consEuction ofthe
foundation and to maintain the foundation soils in a
firm condition.
SCOPE OF STT]DY
This rEPort prcsents the results of a zubsurface Soil and Fomdation Investigation for a
proposed residence to be constucted on LoJ 2, Block 3, Vail village Filing No. 3, Toum of vai!
Eagle Corrnty, Colorado' The purpose of the subsurface soil and for.udation investigation was to
determine the engineering characteristics of the for:ndation soil and to provide reconmendations
for the formdation design, grading, and drainage.
LKP Engineering, lnc.
SITE DESCRIPTION
Lot 2 is at 353 Beaver dam Road, east of the intersection with Beaver Dam Circle, in the
Towu of Vail, Eagle County, Colorado. At the time of our soil and foundation investigatioq
there was an existiag residence on the lot, The house was two-story, wood ftame structgre with
wood siding on a concrete foundation. The topography of the site is moderate. Vegetation
consisted of pine tees and grass. on the north part of the lot were willows. Draigage is to the
north and northwest.
PROPOSED CONSTRUCTION
From ou convelsation, we understand that the existing residence will be replaced with a
new residence. we anticipate loads to be light, typical of residential constuction.
If the finalized plans differ significanfly from the above rmderstandhg, they shogld notiS
us to reevaluate the recomme,ndations of this reDon.
FIELD II{VESTIGATION
The field investigation conducted on September S,zooo,consisted of excavating, iogging
and sampling two test pits. Excavation of the test pits was done with a conveutional rubber-tire
backhoe' The test pits' locations are shown on Drawing No. 1. we show the soil profile of the
test pits on tbe Subsurface Exploration Logs, Figr:re No's I and 2. Soil saurples for labordory
soil analysis and observation were taken at selected intervals.
SUBSI'RFACE SOIL ATID GROIJNDWATER COFTDITION
The soil profi.les encountered in the test pits were fairly uniform. Test pit No.l haAZ.s
feet of topsoii over 5 feet of light brown to multicolored,, clayey-gravelly sand over one foot of
LKP Engineering, Inc.
yellowish-brown, soft and wet, gravelly sand. Test Pit No.2 had 3 fea of topsoil, over 5 feet of
grayish-brown" clayey sand with roots over one foot oforange, sandy gravel, firm but very moist.
In Test Pit No. I ground water was encountered, at 7.5 feet.
'we sampled the soil in the test pits at random intervals. The soil samples were tesled in
our laboratory for nat[al moisture content, nah[al dry density, swelVconso]idation, and grain-
size distibution' The test rcsults are shown on Figr:re No's 3 and 4.
FOUIYDATION RECOMMEIIDATIONS
The proposed new resideace should be supported with conventional type spread footings,
desigaed for a maximrmr allorvable soil bearing pressure of 2000 psf. The footings should be
placed on the undisttubed ciayey-gravelly saud to clayey-sandy gravel with cobbles. The gro'nd
water elevation can vary' and it is possible it will rise as higb as the proposed foundation. A
minimum of nvo feet of separation should be maintained between the grormd water and the
bottom of the footings. The high ground water elevation can impact &e foundation bccing
soils' The proposed foun'lation grade migbt be too yield;ng for the placement of tlie footings. .
The yielding bearing soils can be improved by placement of cobble size rocks inro the soil and
running over with light equipnrent until firm base is achieved. Also, ground u,ater dewatering
might be necessary' Vy'e recommpnd an underdrain behind every step in the fopndation. we also
recommenci nllro feet ofgravel underthe siab on grade areas. The gravel should be conneqed
with the perimeter drains. More detailed recommendations for the underdrain system can 69
provided once the formdation and grading plans are completed,.
A basement is not recorarnended for this site due to the very moist and soft soils. We
recommend minirnnm width of ld inches for the continuous footings and 2 feet for the isolated
footing pads. Continuous foundation walls should be reinforced top and bottom to span an
rnsupported length ofat least l0 feet.
We recomrnend a minimum of 48 inches of backfill cover for frost protection of the
footing subsoils. The foundaion excn'ation should be obsemed by the undersigned engineer to
LKP Engineeri-ng,Inc.
5
verw thqt the soil conditions encountered &ring corlstnrction ae as anicipcrted in this report.
The foundation otcavation should be free from excavation spoils, fros! organics and standing
water' we recommend proof-rolling of the foundation excavation with light equipment on
tracks' Heavy equipment can bring up the moisture &om the underlaying soils and create soft and
unsuitable base for the foundation. Soft spots detected during the proof-rolling, should be
removed by overexcavation' Any overexcavation within fts Fsposed foundation, shourd be
bacldlled' in 8 inches loose level lifu and compacted to r00% ofthe ma,,ximum dry density and
within 2 percent of the optimr.rn moisture content as determined in a laboratory from a standard
Proctor test (ASTM D'698)' A structural fill, placed under footi'gs should be tested by the
engineer or her rcpresentatives on regular basis. As an alternative, the stnrctural fiIl can be
replaced with clean, crushed rock.
As another alternative, the proposed new residence can be supported with helical piers.
For a recomnendation on strait shaft piers, additional soil and foundation investigation, with a
drill rig will be nceded.
SLAB CONSTRUCTION
The natural on-site soils, exciusive of topsoil aod organis5, are suitable to support lightly
loaded slab-on-grade constlction. The subgrade for the slab-on-grade constuction should be
proof compacted to detect and remove soft spots. They should bacldll overo(cavatcd soft spots
and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable
material' compacted to a minimum of 95 percent of the maximrmr standard prostor dcnsity
(AsrM D-698). suitable material should be free from topsoil, organics and rock fragments
greaterthan 3 inches.
The concrete slab should be constructed over a Z-foot layer ofclean gravel consisting of-
3/4 inch gravel witb at least 50% retained on the No. 4 sieve and less thar, 3 percent passing the
No' 200 sieve' The underslab gravel should be connected witb the gravel for &e perimeler drain.
They should reinforce the concrete slab-on-grade and score contoljoints according to the
LKP Engineering, Inc.
0
American Concrete Institute reguirements and per the recommendations of the designer to reduce
damage due to shrinkage. The consrete slab should be separated from the foundation walls and
columns with expansion joints to allow for independent movement withorn causing damage.
RETAINING'fuAIIS
Foundation walls retaining earttr and retaining stnrctwes that are laterally supported
should be designed to resist an equivalent fluid density of60 pcffor an ,.at-rest,, condition.
Laterally uE€strained stuctures, retaining the on-site eartlr, should be designed to resist an
equivalent fluid density of 40 pcf for the ,,active', case.
The above design recornrnendations assume drained backfill conditions and a horizontal
bacldll surface' Surcharge loading due to adjaceut structures, weight of temporar5r stored
constuctiou materials and equipmeul inclincd bacldll and hydrosatic pressgre &rc to
undrained baclcEll should be incorporated in the design. They should try to prwent the buildup
of hydrostatic pressure beirind the retaining wall.
I]NDERDRAIN SYSTEM
To reduce the risk of surface water infiltating the formdation subsoil, we recommend
installation of a perimercr drain (see Figrrrc No. 5). The foundation perimeter drain should
consist of a Ginch diameter, perforated pipe, sloped to a suitable gravity outle! or to a sump
punp location' at a l/4 inch per foot for flexible or at a 1/8 of an inch for rigid pipe. The drain
pipe should be covered with a minus 3/4-inch free-draining granular material. The depth of the
gravel should odend to within two feet of the finished grade. Geotextile (tr{irafi l40N or
equivalent) should be nsed to cover the free-draining gravel to prevent siltation and clogging of
the drain.
LKP Engineering. Inc.
SITE GRADING AIID DRAINAGE
Grading plan was not available for our review. The following recomme,ndations are
general' Exterior backfill should be compacted at or near the optimum moisture content to at
least95%o of the ma:<imum standard Proctor density under pavem€nt, sidewalk and patio areas
and to at least 90o/o of the mar<in'm srondard Proctor density under landscaped areas. They
should use mechanical methods of compaction. Do not puddle the foundation excavation.
The site surrounding tbe building structure should slope away from the buildirig in aU
directions. A minimum of 12 inches in the first l0 feet is recommende4 i1 rrnJraved areas, and
three inches in the fint l0 feet in paved areas. The top of the granular formdation bacltrll
should be covered with a minimum of I foot of relatively impendou fill to reducc the potential
of surface water infiltating the foundation subsoils.
Surface water naturally draining toward the proposed building site should bc diverted
aror:nd and away from it by mer"s of drainage swales or other approved methods. The roof
drains and downspouts should extend and discharge beyond the limits of the bacldll.
LAWN IRRIGATION
It is not recomnencied to intoduce excess water to the foundation soils by installing
sprinkler systems next to tbe building. The installation of the spriakler heads should ins:re that
the spray from the heads will not fall within l0 feet of foundation walls, porches or patio slabs.
Lawn irrigation mrxt be oontolled.
LIMITATION
This report has been prepared according to locally accepted Professional Creotecbnical
Engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
LKP Engineering,lnc.
8
The findings and recommendations of this report are bascd on field exploration,
laboratory testing of murples obtained at the specific locatiors shown on the Location Skstcb,
Drawing No.1 and on assumptions stated in the report. Soil conditions at other locations may
vary, which may not becomc evident rmtil thc foundation excarration is completcd" If soil or
water conditions seem differ€nt from those dcscribed in this report we should be contacted
immediately to rewaluate the recornmendations of this report.
This report has been prepared for the occlusive r:se of Fritzlen Pierce fuchitests, for the
specific application to the proposed residence on Lot 2, Block 3, Vail Village Filing No. 3, Eagle
County, Colorado.
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DESCRJMON OFMATERIIAL
AND SAMPLE LOCATTON
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TESTRESULTS
--5
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Light brown, to mutti+olorcd, clayey-gravclly
sand, moist
Ycllowish-brown, gravclly sand
Bottom ofTcst Pil @ 8.5'
-200=0.6%, MC-33.2o/o
LEGEND:
tr :-inch O.D. Califomia Lincr Srnple (Elativcly undisrurb.d ssmptc)
I Bullq disturbcd samplc
DD - Nltursl Dry D€nsity (pcD
MC - Naturrl Moistur€ Contc|tt (%)
-200 - Pcrccnt passing No. 200 sicve
LL - Liquid Limit
Pl - Plasricity Indcr
GW - Ground Warcr
LKP ENGINEERING,INC.SI'BSI'RFACE EXPLORATION LOG
DATE oBsERvED' ,.O,on?U, ,OOO
rEsr Prr No. I o
ELEVATION:
REMARKS
Ground Water at ?.5 feet
o
TEST PIT NO.2
DATE oBSERVED: September 6, 2000
ELEVATION:
o
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DESCRIPTION OF MATERIAL
AND SAMPLE LOCATION
LABOfuITORY
TEST RESULTS
REMARKS
--- 5
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Topsoil
Grayish-brown, claycy sand with roots and
organics DD=|06.3 pcf
MC=t7.1%
DD=103.6 pcf
MC=23.5o/o
Orange, sandy gravel, firm, vcry moist
Bonom ofTcst Ph @ 9'No Ground Watcr
Encountcrcd
LEGEND:
I
DD
MC
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lt
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2-inch O.D. Califomia Lincr Samplc (rchtivcly undisturbcd s.mplc)
Bulk disortcd sgnplc
Nrtunl Dry Dcfisity (F0
Naturrl Moisturc ContBnt (!6)
Pcrc.nl prssint No. 2fi1 sicrc
Liquid Limit
Plssticity Indcr
Ground Warcr
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PROJECT NO. 20 I 72
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LKP Engineering, lnc.Swell - Consolidotion Test Resu/is 20172
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Boyle Engineering, Inc.
143 E. Meadow Drive, Suite 390
Vail, Colorado E1657 r
303/476-2170 FAX303!4764383 .\A\
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September 28, 2001 ZOf '
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Charlie Davis
TOWN OF VAIL BUILDING DEPT.
75 S. Frontage Road West
Vail, Colorado 81657
Subject: Beaver Dam Road East Residence
363 Beaver Dam Road
Vail. Colorado
Dear Charlie:
This is to confirm that I have changed the exterior piers on the above noted project from 30" x 30" square to 14" x
14" square.
Please give me a call questions or comments on this matter.
.t
H*Hg".lO c,-TEC rrenc#ier Company
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152 f,D /il$t,r"1t5'I ,5 &,Ly,l ?;c{c4
153 I I tj ?<1,;-t (.UDl
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156 ,o t Oooo
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158 l0 fuL*t
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Total Footage - 1Y2"
Total Footage - l/<"
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128 I ,1 65o o
129 I r$Las,t
130 'V SSoo
131 I f$(So o
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133 ,rY Sfo o
134 t\SSoo
135 I ll 55o s
136 I tt SSoo
137 I t'7 SSoo
138 ,I t3 .iSoo
139 I tA .fioo
140 )7.i /!'isi""r s I /o 1rD O
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103 t/.L I lb &t,.s,-,
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106 I t3 /, ooo
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118 I t1 ?eLs.t
119 ,o LLu^\
120 I t7 Ssoo
121 rtl Ssoo
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124 ,1 SSo o
125 I r9 (Soo
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78 lD 55o o
79 t/
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80 I t1 SSoo ''t0\r4
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82 I tz SSo o
83 I I t1 5So o
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84 I tz 6Ls"l
85 I I ,1 R4*.1
86 I tL 5So o
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89 I t r.)Sooo
90 ,l)sooo
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93 ,o 5Sr u
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95 I I r3 lo@a
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53 I I t3 5So o
54 r3 sso o
55 I t2-8.-(-s^,
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57 I r5 SSoo
58 I tl Lks-r
59 I t3 s'soo
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64 I ,u .i(oo
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FRITZLEN
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TOWN OF VAIL FIRE DEPARTMEN' VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT Permit #: A02-0021
Tol-o(t{t
Job Address: 363 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: EAST SIDE Applied. . : 04/1A2002
ParcelNo...: 210107112019 Issued. .: 07123/2002
ProjectNo : ?RS Ol-O&1 Expires. .: 0lll9/2003
owNER BDR 04/18/2002 Phone:
288 CI,AYTON ST STE 305
DEI.TVER CO
80205
License:
APPIJICAI|T THUIJ EIJECTRONIC SYSTEMS 04/!8/2OO2 Phone: 970-949-4638
P O BOX 534
AVON, CO
8]-620
License: 112-S
CoMIRjACTOR THUI-, ELECTRONIC SYSTEMS O4/L8/2OO2 Phone t 970-949-4538
P O BOX 534
AVON, CO
81620
License: 112 -S
Desciption: FIREALARM??
Valuation: S3.025.00
Electrical--->
DRB Fee------->
I nvesligation---->
Will C8ll--------->
TOTAL FEES..>
s72 . oo
$0 .00
s0.00
s3.00
$7s.00
I FEE SUMMARY rl+t*:|r*a*rt+.*ar*ararrt'|*a*al+llll!a't'rar'tit*r**.r.**.*:r*:r*rt
Tolal Calculsted Fees-> 5?5.00
Additional Fecs->$o.oo
Totsl permit Fee_> S25.00
Ps)'ments--...-.-->
BALANCE DUE->
s75. 00
s0. oo
t *aa aa*tata'tta'ta l
Approvals:If6m: 05600 FIRE DEPARTMEIIT
07/L7/2002 mcgee Actj.on: CR Plans do not meet minimum requirements.
1. Point to point wiring not shown.
2. Plans are not stamped.
3. Devices are not on reflect.ed ceiling p1als.
4. zoning is not disclosed.
5. Monitoring is not digclosed.
6. RP's are not disclosed.
7. Hallway 117 is missing a detector.
8. Courtesy walk through indicates devices are not rough- in per drawings.
O7/22/2OO2 mvaughan Action: AP thul will submit these plans when stanped .
fpe or nicet leve1 3. these will be subnitted prior to final inspection request.
agrees
in concept with changes noted on fietd inspection. final submittals will revlect
these changes
*.lt|f||t|||t|tltllf|'t|1||tl|l||i**....***l..'tit|'}:l|l'*t'.ti|tl'l'l|'li*.'|l*'|*|.t''l.,,..*,,l.,.||||l|.ll|.l||...|.|.|..|i.|i|||.
CONDITIONS OF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN FROM 8:lXl AM - 5 PM.
OWNEROR FOR HIMSELF AND OWNEF
*lllta*flaaaa*l'tlllaaa*+a*f+t'tla***+**+*fla*+**a+*****f+*aa++*****a**at{'*'lata*laa*aafatattaa
TOWNOFVAIL, COLORADO Statcment
* t'la* **** +tfal' *a*a* a***+ t*'a'} *aa*+ *t' **t* ***+ * * +t*f *+ ***** + +*+* +*+** *a*il' ***** *a*** ta***aaa{' ta
gtatenent Nurnber: R000002779 Amount: $75.00 O7/23/2OO2L1 :1.3 AM
Payment Method: Check Init: DDG
Notation: Thul 15175
Petmlt lto: A02-0021 D}?e: AIAR!! PERIIIIT
Parcel No: 210107112019
siLe Addreee: 363 BEAVER DAI,I RD VAIIJ
Locatsion: EA8T SIDE
rlrla pa'menu: s?s.oo r".JT;l ff::: 3li:33Balance: $0.00*aaa*tal*a+aa*tltltfaa+taaa+atl*f*fa++ftl'f'll*+t+a****'i'il*{'fff+t*aa*+*ltt++*tlia+la*lli**ttlaaa
ACCOI,JNT ITEM LIST:
Account Code OescriDtion Current Pmts
EP OO1OOOO31114OO TEMPOMRY PCI.JER PERMITS
r.rc 00100003112800 I.,ILL CALL rNspEcTr0N FEE
72.00
3.00
DEPARTMENT OF COMMUI.; DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OFPART/ALLBLDG, Permit #: DOI-OOII
Job Address: 363 BEAVER DAM RD VAIL
Location.......: 363 Beaver Dam Rd
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
Valuation: $20,000.00
FircDtape Informalion: Resbic{ed:
Status...: ISSLJED
Applied. . : 0412512001
Issued...: 0510912001
Expires. . .: lll05l200l
AddSqFt: 0
# ofGas l-ogs: 0 #of Wood P€llel: 0
FEE SUMMARY rt'ir'r'r*rrtr*ritrr..rr.*rr******'t*.*********rrrraaa****rttrrt
90. oo Tolrl Cslculated F€es-> 92'18. o0
So. oo Additional F€€s->90.00
90. oo Total Permit Fee-> 9248.00
SO , oo Paymens--> 9248 . 00
O$lllER TYIJER aIOHN L JR - TYLER FrOBE04/25/200L Phone:
289 CI,AYTON STREET
DEf.I\IER CO
s0206
License:
CONIRACTOR SHAEFFER CONSTRUCTION 04/25/200L Phone: 970-845-5656
P O BOX 373
VAIIJ CO
816 58
License t 7.29 -B
APPLICIIIT SmEFFER CONSTRUCTION 04/25/200! Phone: 970-S45-5555
P O BOX 373
VAIL CO
81658
License : t29-B
OWNER A2Z Holding r,r,C 04/25/200L Phone:
License:
Desciption:
Demo to reconstruct Type II EHU in proposed new residence
Occupancy:
TypeConstruction: VN TypeVNon-Rated
Type Occupancy: ??
# of Gas Appliances: 0
Building-> 9245 . 00 Resturmnt Phn Review->
Plan Chock->
Inr.tstiglriorF>
MllCall--->
$0.00 DRB Fee---->
90 . 00 Recreation Fe+-->
S3.00 Clean-upDelnait->
TOTAL FEES-> 5248 . Oo BALANCE DLIE
->
Approvals:If6m: 05100 BUII-,DING DEPARTMEMI
05/03/200L CDAVIS Act,ion: AP
Item: 05400 PLANNING DEPARTMB{T
O5/03/2O0L BG Action: CO![D SEE CONDITION
s0.00
0s/o8/zooL BG
Item: 05500 FIRE DEPARIT'{SIT
Item: 05500 PIJBLIC Y|ORKS
05/03/2001 rK
Action: APPR
Acti.on: A.P
raaat't'rttattaaaaal
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in frrll the information required, complercd an accurate plot plan, and
state that all the information as reguired is correct. I agree to comply with the information and plot plaq to comply with all Toum
ordinances and state laws, and to build this structure according to the towns zoning and zubdivision codes, desigr rwiew approvd
Unifonn Building Code and other ordinances of the Town applicable thereto.
REQI..IESTS FOR INSPECTTON SHALL BE MADE TWENTY.FOUR HOURS IN BY TELEPHONE AT
Sead Clou+p Depcil To: na
SIGNATURE OF OWNER OR CONTRACTORFOR
PAGE 2
******tlt*1.**1.ltril**!t ***t*l*f'i**rlrl*t**'*'ittt**+**:t***tt'|'t*tt't***+*** I +tt*'tit*'t'tr*{'{r't*** * '}******i ****rtrtti *****
CONDINONS OFAPPROVAL
Permit#: D0l-0011
{.******l**************t*tl*****rt!t{.**{r*:tl*lrt:l**1.***
as of05-09-2001 Stahs: ISSUED
Permit Type: DEMO. OF PART/ALL BLDG. Applied: 0412512001
Applicant SHAEFFERCONSTRUCTION Issued: 0y09n00l970-845-5656 To Expire: lll05l200l
Job Address: 363 BEAVERDAM RDVAIL
Location: 363 BeaverDam Rd
PrcelNo: 2l0l07ll20l2
Description:
Delno to r€construct Type tr EHU in prqosed new residence
Conditions:
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cmd: CON0004692
MUST COMPLYTO 5I2IOI DPA CONDITIONS OF APPROVAL
.EROSION CONTROL REQI.JIRED TO BE INSTALLED PRJOR TO DEMO AND
REMOVALOFBI.JILDING
.TREE PRESERVATION CONTROLS MUST BE IN PLACE PRIOR TO
DEMOLITION
FEILD INSPECTION REQI,JIRED PRIOR TO DEMOLITION
f *l*'l't**t*f *,t*f +f*f *'r **rrO****f ***f *+**'rr*fi***r**'*'r ****r'r*O**t'r*'|**'r**r*t'trttrt't't
TOWNOFVAIL, COLORADO Stot@€ot
**tlltll**ll*l*'lll*llltlttll**:il*ttlt*ll*'|***ttillt*l!ttt||t**ltl*l*tl*:$'i'il*r3tl*l*f tll*:lllf af la*lla*
SEatement Number: R000000713 Arnount: 9248.00 O5/Ogl2OOLlL:32 All
Payilent llethod: Checl< Init: DP
Notatlon: CIIECK #64031
Pelndt No: D01-0011 Tl4re: DBUO. OF PART/ALL BLDCI.
Parcel Ro: 210107112012
Site Addrese: 363 BEAVBR DAI{ RD VAIIJ
Irocation: 363 Beaver Dam Rd
Total FeeE: $248.00
Thia Payrnent: 924E.00 Total ALL htE r 9248.00
Balance: 90. O0
It*tftftttt*lll**lll*lll*********+*ltlltl**tt+tllll***+ll**'t*lt*lftltfft't'l:tttf**t**'tttl'lttt't
ACCOI,JNT TTEM LIST:
Account Code Descriotion Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES
brc ()()1()()()()31128(l() hJILL CALL INSPECTIOil FEE
245.00
3.00
P ?rotoaS
a AppucArrou 1} Nor BE AccEprED r mcouPLfffluJsl
Building Permit #:
970-479-2149
@irCd for electrical, plumbing, mecianicd, ete!
6 Paot o'o t
NWT]WUAIL
75 S. Frontage Rd.
Vail, Colorado 81657
Ass€ssors Otrrce at 970-328'8640 orvisi!
CoMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
for Parcet #Conbct
Tlol - O ?_- 6tn
Job Address:363 Beaver DaJob Name: Beaver Dam Residence
Subdivision: VaiI VilFiling: 3rd
Owners Name: a2g Holdinqs
WorkClass: New() Addition() Remodel() Repair() Demo("d oth9{)
Does 'dn EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both( )
ffi)Two{ami|y()Mu|tiJa;iv()Commercial()Restaurant()other()
No. of Accommodation Units in this buiiding:No. of Existing Dwelling Unils in this building:
@: Yes() NoixET fire ntann fxist: Yes ( ) No ( )
&fi[ffiruc, $ zo. o
TOTAI: $
REFI'ND CLEANIJP DEPOSIT TO:
CONTRACTOR IN FOR"II,IATION
Contact and Phone #'s:
Fawcett 9l0-445-
Town of Vail Reg. No.:
George Shaeffer Construct
r*rnr*:trii,t:ti**t**r!i**t*it*i:t**t:r*t*!t*i*FOR OFFICE USE ONLY***:t****!ii'i!****tt,r'ttitrliitt'iti***lrtr
F:/everyone/Forms/bldqPerm ft Eqsv fficDAPR 242001
Questions? Call the Building Team at 479-2325
Department of Community Development
Project Name:
Project Address:
n
n
a1
o
n
IJ
o
This Checklist must be comoleted before a Buildina Permit aooliation is
acceod.
All pages of application is complete
Has DRB approlal obtaine.d (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Mulfi-Family complo<
Complete site phn submitted
Public Way Permit application included if applicable (refer to Public Works checldist)
Staging plan included (refer to Public Works checklist) No dumoster.oarkins or material storaoe
allowed on roadwavs and shoulders without wriften aooroval
Asbestos test and resutts submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for MulU-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structunl Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
Appficanrssisnature: 1>j^:( )d
Date of subm ittatz Ll( z1l91
co Stcql
tr
o
o
T1
o
n
o
o
F:/everyone/brms/bldperm2
Received By:
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire.Departme$.Apprpval, Enginee/s (Public Works)
ieview and Approval, a Planning.Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will lake as long as three (3)
weeKs.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projecB should t:ke a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review/ these p@ects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also undersbnd
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may afiect future permits that I apply for.
Agreed to by:
Print name
Signature
Project Name:
Date:
F:/everyoneforms/bldperm3
o
WHEN A *PUBLIC WAY PERMIT'IS REQUIRED
PLEASE READ AND CHECX OFF EACH OF THE FOLLOMNG QUESTIONS REGARDING THE NEED FOR A
.PUBUC WAY PERMIT'':
o Is this a new residence?YEs- No-X- f>"*,,oll lt'rt"
o
n
n
Does demolitjon work bdng performed lequire the use of the Right-of-Way, easements or
public property? YES X NO-
Is any utility work needed? YES X NO-
NOJ_Are there any improvemenb being done to the driveway ? YES-
Is a different accecs needed to the site other than the existing driveway?YES_ Nox_
Is any drainage work peing done that affects the Rightof-Way, easemenE, or public property?YEs- NO-J_
n
Is a " Revocable Rig ht-of-Way Permif' req uired?YES- NO
Is the Right-of-Way, easemen$ or public property to be used for staging, parking or fencing?
YEs x No_
If answer is NO is a parking, staging or fencing plan required by Public Works?
YE5 NO
If you answered YES to any of these questions, a "Public Way Permit' must be obtained.
'Public Way Permif'applications may be obtained at the Public WorKs office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSWERED AIITHE ABOVE QUESTIONS.
(-.-e;o,l.-- y (( ct*s{"d*.n
Job or Project Name:
Date Signed:
Contractor Signature
F: /e\reryo ne/fu rms/bldperm4
Company Name
,NWI{OF
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Buildine Permits:
If yes was answened to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
P A consffr:ction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
P Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
) Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and inigation crew. The locates take place in
the morning, but may require up to 48 hours to peform'
) The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
) As soon as the permit is approved, the Building Depaftment will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permif' with a
"Building Permif'.
) NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic lenewal.
I have read and understandthe above. l
Signature
F:/everyone/forms/bldperms
Date Signed
o
NWr{0F
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
{me Town of Vail Building Department has developed the following procdures to
ensure that new construction sites have adequately established proper dninage
from building sites along and adjacent to Town of Vail roads or streets.
{fhe Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection, Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
{ Also, the Town of Vail Public Work Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
Agreed to by:
f>hk4-
Signature
ProjectName: t\4r* I>.^ 't ;d/'u'"
Date Signed:tl[zqlot
Print Name
F:/everyone/forms/bldperm6
MATERIAL STORAGE AND CONSTRUCTION PAR.KING
Please read and check off each of the items below.
(Copies of complete to<t are available upon request)
CODE 5.2-10: DEPOSITS OI{ PUBUC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposil or cause b be littered, tracked or deposited, sand, gravel, rocK, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
tr Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another bo violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public WorK. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense ofthe notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violaUon
hereunder be punished as provided in Section 14-1 of this code'
o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public WorK, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as prouided in Section 14-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-r AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMET{T AUTHORIZED
o No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular trafiic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hourc or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicJe to be removed or cause it to be removed and paced in
storage in the nearest gange or other place of safety designated or maintained by th6 Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) 5 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Print Name
Position or Relationship to hoject:
Date Signed:
F: i everyone/forms/bldperm?
Signature
<a?.f ''
GEORGE SHAEFFER
CONSTRUCTION COMPANY
P.O. Box 373
VAIL, COLORADO 81658
Tel (970) 845-5656, Fax (970) 845-7013
To: Town of Vail
Building Department
Vail, CO 81657
I}l - 6tD^
ffi#"trrRidF il*NSMrrrAL
D^rE 5l2l0l JOB NO.
AnENrroN Charlie Davis
RE: Lot2 & 3 Vail Village Third Filing
WE ARE SENDING YOU EAttached EUnder separate cover via hA4!k!gUyg! the following items:
! Shop drawings E Prints E Plans ! Samples ! Specifications
E Copyofletter E Changeorder tr
THESE ARE TRANSMITTED as checked below:
I For approval ! Approved as submitted E Resubmit _ copies for approval
ffl For your use E Approved as Noted fl Submit _ copies for distribution
I As requested E Returned for corrections ! Retum
-
corrected prints
E For review and comment f1 _
E] FOR BIDS DUE
-
20- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS: Dear Charlie.
Attached is Colorado Environment's letter explaining their abatement scope of work is complete.
Thanks and call ifyou have any questions
COPY TO: Dominick Castelluccio.
File
COPIES DATE NO.DESCRIPTION
I 5t2/01 Asbestos Abatement work comoleted from Colorado Environments
' STGNED: &--n-
If enclosurcs are not as noted, kindly notify us at once.
IU.. v :-r J,
.t
I
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----- t -//o,hs
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2y
2t9 '<33
'{/o ?o
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P.r3039-4553'7fJ
o
ServCO Env i ronnenta I
o
llas 02 O l I O: OOa
Golonnoo EnvlnoN[TtENTAL Seavlces, LTD"
May 2,2001
George Shaeffer Constrrrction Company
P.O. Box 373
Vail, Colorado 81658
Anention: Rob Fawcen
FAX: 970-845-7013
RE: Asbestqs Abatement
363 Beaver Darn Road
Vail. CO
Colorado Environmental Services has properly removed ard disposed of the asbestos
containing maierials identified in the suwey performed by A& B Asbestos Abatement
The materials removed were sheet vinyl flooring and associated mastic from three
bathrooms and kitchen pantry ofapproximately I l0 square feet.
Sincerely,
COLORADO ENVIRONMENTAL SF]RVICI]S. INC.
YT\
2331 WgstH.mpdclAverue e Srite137 e Sherida,OO8O110 o (S)780-f001 r FAX(38)Rl9456S
D;;%"r
A & B ASBESTOS ABATEMENT, INC.
635 WEST WHITE AVENTIE
GRAND JUNCTTON, COLORADO 81505
1-800-74&1204
INSPECTION REPORT PREPARED FOR
GEORGE SCHAFFER CONSTRUCTION
P.O. BOX373
VAIL, COLORADO 81658
LOCATION:
RESIDENCE
363 BEAVERDAMROAD
VAIL, COLORADO 81657
REPORT PREPARED BY:
JOHNR PETERMAN
B1JILDING INSPECTOR
CERTIFICATE NO: 526 1 90 I 92
INTRODUCTION:
On February 20,2001, ten bulk samples were collected of suspected asbestos containing material at
RESIDENCE
363 BEAVERDAM ROAD
VAIL. COLORADO 81657
The inspection was made and the samples were collected by John R. Peterman, an A.H.E.R.A. and State of
Colorado certified Building Inspector. Great care was taken during the inspection and sampling to be as
accurate as possible. It should be noted that minimal damage was done to the existing building structures
during the inspection so there is no documentation for unseen conditions or stored items.
All samples were analyzed by DCM Science Lab in Lakewood, Colorado. This laboratory is deemed
"Proficient" in the E.P.A. Quality Assurance (QA) program for the determination of asbesros in bulk
materials, and is accredited by the American Hygiene Association (AIHA).
SAMPLING PROTOCOL:
A random sampling scheme was used to sample the suspect materiais that were discovered. If during any
future demolition or renovation work suspect material is discovered that hasn't been sampled and would be
disturbed, work should be halted until the material has been tested.
BUILDING DESCRIPTION:
The residence at 363 Beaver Dam Road is a four story building that is planned for demolition. The exterior
walls are covered with wood and brick. The soffits are exposed wood. The roof is snow covered wood
shake shingles. The interior walls are covered with taped and painted sheetrock and old wood. The ceilings
are taped and painted sheetrock and sheetrock with sprayed on acoustic texture with open wood beams. The
floors are covered with carpet throughout, two types of sheet vinyl and ceramic tiles. The heating is provided
by hot water baseboard heating and a fireplace. The boiler is metal jacketed with fiberglass under the metal
jacket. No suspect TSI was visible on the piping.
CONCLUSIONS AND RECOMMENDATIONS :
of the bulk indicate that the sheet in the closets and bathrooms
excess
content was verified by the required point
count analvsis. The sheet will need to be removed as per Colorado Regulation #8 prior to
disturbance of the
SAIIIPLE LOCANON
AREASAI'PLED FROM
Storags room foor by frronl door
KitchEn foor
Upstairs bedroom wes[
Kitchen elllng upstairs
Living rcom ceiling
Kitchen pantry wall
Upstairs bedroom east
Downs{airs laundry room wall
Downstaira bedroom west
Downstahs bedrcom east closet
DESCRIPTION
Sheet vinyl
Sheet vinyl
Spray on texture
Spray on texture
Spray on texture
Composite sheetrock
Composite sheebock
Composite sheefock
Composite sheetrock
Composite sheetrock
FRI,ABLE
YtSn{oSATIPLET
36&840r
363-8-002
36&S003
363"8-004
363-B-005
363-8-006
363-&@7
36&B-008
36&8-009
36&8-010
Yss
Yes
Yes
Yes
Yee
No
No
No
No
No
SATPLE#
363-8-001
363-8-002
363-8-003
36$B{04
36&B-005
36&B-006
363-B-007
363-S008
363-F009
363-8-010
SAMPLE RESULTS
COLLECTION DATE:2/20/0 I
DESCRIPT|ON
Sheetvinyl
Sheet vinyl
Spray on ta<fure
Spray on teocure
Spray on texture
Composlte sheefi,ock
Composite sheetuck
Composite sheetrock
Composite she€rock
Composlte sheetrock
ASBESTOS
TYPE
CHRY
NAD
NAD
NAD
NAD
CHRY Point couni
CHRY Point count
CHRY Pohtcounl
CHRY Point count
CHRY Point counUbacg
%
30
0
0
0
0
0.05
0.05
0.04
0.03
0
KEY: l{AD - No Asbestos Detected
CHRY - Chryostile
SUSPECT TIIATERIAL CONDITION
TYPEOFSUSPECT OVERALL TYPE OF
CONDITIONS DAIIIAGE % DAIIAGESATPLE# MATERNL
363.8-001 MISC363-8-002 M|SC363-&003 SUR363-8-004 SUR363-8-005 SUR36&8-006 SUR36&8-007 SUR36&8-008 SUR3$.e009 suR303-8-010 SUR
KEY: SUR- Surfaclng
MISC - Mleoellan€ous
N/A
N/A
N/A
N/A
t{/A
N/A
N/A
N/A
N/A
N/A
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
POTENTIiAL FOR DISTURBANCE
ACCESSIBILITY FOTENTIAL INFLUENCE
CONTACT VIBRATION
POTENNAL LOGATED INAIR PLENUM
EROSION YES'NO
SATPLE#
36&B-001
36&B-002
363-8-003
36&8-004
363-&005
36&8{06
363-8-007
363.8-008
36&.8-009
36$,8-010
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
HIGH
HIGH
LOW
LOW
LOW
HIGH
HIGH
HIGH
HIGH
HIGH
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW ,.
LOW
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
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O DCM Science Laboratory,Incf
12421 W.49th Avenue, Unit #6
Wheat Ridge, CO 80033
OCM Project No.:
client Job No.:
Bulk Sample Analysis
BULK SAMPLE ANALYSIS PROCEDURES:
AB 2098
363 BEAVER DAM ROAD
ease ? ot j'-
DCM Science Laboratory, lnc. analyzes bulk asbestos samples following procedures developed by the
Mccrone Research Institute and in compliance with guidelines established by the Environmental Protection
Agency (EPA-600/R-93/1 1 6, July, 1 993).
Bulk samples are prepared for analysis using a 10X-E0X stereo microscope in a hepa filter hood which
provides a contamination-free environment. The sample is then analyzed by polarized light microscopy
(PLM) at 100X. When the sample consists of more than one layer, each layer is prepared and analyzed
separately. Fiber and matrix materials are identified by the characterization of optical properties including
color and pleochrorism, form, cleavage, relief, birefringence, extinction, orientation, twinning, interference
figure and other distinguishing features. Dispersion staining is also used to further aid in mineral
identification. All percentages of asbestos, other fibers and non-fibrous constituents are calculated from the
values obtained from the stereo and PLM microscopes analysis. In-house and NIST standards as well as a
chart prepared by R.D. Terry and G.V. Chilinger for "The Joumal of Sedimentary Petrology', (Volume 24, pp.
229-234,1955) provide a guide for estimating percentages. All samples are arChived for six months unless
other anangements are made by the client.
ACCREDITATION:
PqMS_L is accredited by the AIHA (since 1986). Our accreditation number is 305. DCMSL is accreditecl by
NVLAP (since April 1, 1 989). Our NVLAp Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of
the U.S. Govemment.
This test report relates onty to the items tested. This report may not be reproduced except in fult, without
the written approval of the laboratory. The analysis was performed by :
Ron Schott
Laboratory Director
Robert Wagner, Analyst
CLI ENT:
^
& B ASBESTOS ABATT:I\IENT. INC.
635 \\'. \l'HtTE A\TENUE
GRAND.tt'NC ON, CO 8t 505
DCM SCIENCE l-.\ltoR.\ foRl . tN(:.
t242t W.49Tt{ AIE\t t.. t,\tT#6
WI{E..\T RIDGE, CO 800Jj (l0jt 463-82111
BTiLK ASBESTOS ANAL}'SrS. P()I\T (]OtI]\'r NTrI'IIOD
PAGE I OF 3
ANALYSIS D..I'I'E:
Rf,PORTINC DA'I'E:
RECEIPT DATE:
CLIENT JOB \O.:
PROJECI''IITt-E:
DCI\{SL PROJT]C'I':
CROSS REFERENCE:
PERCENTAGE COMPOSITION B\' AREANIOLU\tE
3-2-01
3-2-01
3- t -01
IIESIDENCE
363 BE,\\'ER DA]\I ROAD, \'AIL, CO
AB2l I I
A82098
DCIT{ LAB NO.:
SAMPLE DATE:
% OF TOTAL SAMPLE:
CLIENT NO.:
.ASBESTIFORM MINERAL FIBERS:
CI{RYSOTILE
AI\IOSITE
CROCIDOLITE
TREMOLITE.ACTINOLITE
ANTHOPHYLLITE
TOTAL ASBESTOS COUNTED
TOTAL ASBESTOS TN LAYER
TOTAL ASBESTOS IN SAI\{PLE
NOTES: SAMPLES NO. tR - 4R ARE \\,HI'|'E DRYWALL MUD.
TOTAL ASBESTOS COUNTED =
TOTAL ASBESTOS IN LAYER
TOTAL ASBU,STOS lN SAMPLE =
DEFINITIONS
TIIE AMOUNT OF ASBESTOS PRESENT tN THE S,AMPLE EXPRESSED
AS A PERCENT.
THE PERCEM OF SAIUPLE REMAINING TI!\{ES ASBESTOS COI.INTED
EXPRESSED AS A PERCEN'T.
TllE PERCENT OF TO'I'AL S.{MpLE (FROt\t pr.t\t/sM ANAl.ysls)
Tll\{Es t'ltE't'O'fAt_ ASBES'IOS tN 1..4\.ul (tr.' \O ASBI]SI.OS tN
O'I'IIEIt LAYERS).
-tR
2-2041
t0.0%
363-B-006
PART B
0.50%
0.00%
0.00%
0.00%
0.00%
0.50%
0.50%
0.05%
_2R
2-20-0 t
r0.0%
363-B-007
PART B
0.50%
0.00%
0.00%
0.00%
0.00%
0.50%
0.50%
0.05%
-3R
2-20-01
8.0v.
36$B-008
PART B
0.50%
0.00%
0.00%
0.00%
0.00%
0.50%
0.50%
0.040/"
-4R
2-20-01
6,0n/.
363-B-009
PART B
0.50%
0.00%
0.00%
0.00%
0.00%
0,50o/o
0.50%
0.03%
D(]I\{ SCIENCE LABORATOR\" IN(..
12421 11'.49't'H ..\\'ENUE, LjNtT #6
WHEAT RlDcE, (:O 80033 (.j03) 4(rJ-82?0
Bt't,K ASBESTOS ANAt.'I'sts - p0lNl- (:ot'ti]. t\.t; loD
PA(;E 2 OF J
Cl-lll\T: A\At.l SlS D,\l.t_: J_2_0r
A & I ASBESTOS .\BA1'El\lEN'l'. lN('. REt,OR't'tNC DA.IE: 3_2-0t
6J5 W. WHlTtl Avt:Nl:E RE(:E|p].DATE: J_l_{tl
GR..\ND J(rN(']'lO\, CO 8t505 CLIEr.'.t.JOB t\O.: RESTDENCE
PR0.IECT TITLE: 36J BEAVER DAI\,| ROAD. r,AtL. ('O
DC]\,!SL PROJECT: AB2r I t
CROSS REFERENCE: .482098
PERCENTAGE COMPOSITION BY AREAN'OLT:!\I E
DCM LAB NO.:
SAMPLE DATE:
% OF TOTAL SAMPLE:
-5R
2-20-0t
10.04/o
CLIENT NO.: 363-B-tlt0
PART B
ASBESTIFORM MINEML FIBERS:
CHRYSOTILE 0.00% *
AIUOSITE 0.00%CROCIDOLITE 0.00%TREIIIOLITE-ACTINOLITE 0.00o/oAMHOPHI'LL|TE 0.00%
TOTAL ASBESTOS COUNTED
TOTAL ASBESTOS IN LAI'ER
TOTAL ASBESTOS IN SAITIPLE
0.00% *
0.00% .
0.00o/o *
NOTES: SAMPLE NO.5R tS WHTTE DRYWALL MUD.
A CHR}'SOTILE I1'AS IDENTTFIED IN SAMPLE NO.5& BI-IT NOT COUNTED.
DEFINITIONS
TOTAL ASBESTOS COITNTED = THE At{OtrNT OF ASBESTOS PRESENT tN Tur_ SAt\{pr.E EXPRESSED
AS A PERCEN'T.
TOTAL ASBESTOS lN LAYER = THE pERCENT OF SAMPLE REMA|N|NG TTMES ASBESTOS COUNTED
EXPRESSED AS A PERCENT.
TOTAL ASBESTOS lN SAI\'IPLE = 'tHE PERCENT OF TOI'AL sAMpLE (FROM pLM/SM ANALYSIS)
Til\l lis THr: TOTA L ASBES'|-OS lN I_AYER (tF NO ASBtiS.t"OS lN
OTTIER I-A\'I'RS).
DcM Science Laboratory, Inc. analyzes bulk samples in accordance with the National Emission Standard for
Hazardous Air Pollulants (NESHAP) for asbestos (Federal Register, Vol. 55, No. 224, pp. 48406-4s433,
11120190). The analytical procedures followed are described in'lnterim Method forthe Determination ofAsbestos in Bulk Insulation Samples", (USEPA 6OO/M4-83-020, 1982), with minor modifications
recommended by the Atmospheric Research and Exposure Assessment Laboratory, USEpA, Research
Samples analyzed by the point count method are milled to homogenize the sample, prepared on microscope
slides and point counted using polarized light microscopy (PLM) in conjunclion with a point counting stage andcounter. one hundred counts are performed on four separate preparations of each sample for a toiat ot+oopoints.. lf asbes:tos is identified but not counted during the point counting procedure, lotal asbestos is reported
as zero and presence is noled on the report. Other preparation proceduies including ashing and acid washing
may be performed with client permission to improve accuracy in determining asbestos concentration. Allsamples are archived for six months unless other anangements are made by the client.
ACCREDITATION:
PCMSI- is accredited by the AIHA (since 1986). our accreditation number is 30S. DCMSL is accredited byNVLAP (since Aprit 1 , 1 989). Our NVLAp Lab Code is 1 01258.
ENDORSEMENT:
The results of this analysis must not be used by the client lo claim endorsement by NVLAP or any agency ofthe U.S. Government.
This tesl report relates only to the items tesled. This report may not be reproduced except in full, withoutthe written approval of the laboratory. The analysis was performed by :
d:i:ff:;:*J::fr'J" r
Wheat Ridge, CO 80033
DCM Project No.: AB 2111
Client Job No.: 363 BEAVER DAM ROAD
Quantitative Bulk Sample Anatysis (point Count)
QUANTITATIVE BULK SAMPLE ANALYSIS PROCEDURES:eage 3 ot 3
Roberl Wagner, Analyst
Ron Schott
Laboratory Director
GEORGE SHAEFFER LETTER oF TRANSMITTALCONSTRUCTION COMPANY
P.O. Box 373
VAIL,COLORADO 81658
Tel (970) 845-5656, Fax (970) 84t7013
To: Town of Vail
Building Department
Vail. CO 81657
5/y0|2410r
JOB NO-
ArrEN'oN Charlie Davis
RE: Lot2 & 3 Vail Village Third Filing
WE ARE SENDING YOU lAttached ffiUnder separate cover via hand deliver the following items:
tr Shop drawings fi Prints I Plans ! Samples n Specifications
E Copy ofletter ! Change order tr
THESE ARE TRANSMITTED as checked below:
! For approval ! Approved as submitted ! Resubmit _ copies for approval
[| For your use ! Approved as Noted ! Submit _ copies for distribution
[t As requested ! Returned for corrections D Retum _ corrected prints
E For review and comment ! _
tr FOR BIDS DUE
-
20- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS: Dear Charlie.
Attached are the asbestos abatement reports from A & B Asbestos in regard to Lots #2 & #3 as we discussed. The
abatement is in progress today and I am hoping to have a complete report from Colorado Environments in the next
two days which I will forward to you. Colorado Environments is the abatement subcontractor we have hired to do the
work.
Thanks and call ifyou have any questions
COPY TO: Fritzlen / Pierce Architects
Domin ick Castelluccio.
File t--\ \
SIGNED: CJ" h-q-
coPtEs DATE NO.DESCRIPTION
I 3/2/01 Asbestos Abatement reDort for 363 Beaver Dam Rd. Lot #2
I 3t2/01 Asbestos Abatement reDort for 383 Beaver Dam Rd. Lot #3
If enclosures are nol as noted, kindly nolily us at once,
Charlie,
Yeeterdry the DRB^approved changes to the previously approved landscape plans for the Beaver
Dam residences. One of the condlilons of approval is thaf all erosion contiol measures and tre€ pre8ervation
measures must be installed and inspected prior to any demolition on the site.
At this time the ercsion and tree preservation controls have not been installed. Please wait with yo.rr apprwd of
their demo permit until their installation and our inspection have been completed.
thanks
Page I ofl
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A & B ASBESTOS ABATEMENT, rNC.
635 WEST WIIITE AVENT'E
GRAND JUNCTION, COLORADO 81505
1-800-74&1204
INSPECTION REPORT PREPARED FOR:
GEORGE SCHAFFER CONSTRUCTION
P.O. BOX 373
VAIL, COLORADO 81658
LOCATION:
RESIDENCE
383 BEAVERDAM CIR
VAIL, COLORADO 81657
REPORTPREPARED BY:
JOHNRPETERMAN
BUILDING INSPECTOR
CERI]FICATE NO : 526190192
1a
INTRODUCTION:
On February 20,2001, nine bulk samples were collected of suspected asbestos containing material at
RESIDENCE
383 BEAVERDAM CIR.
VAIL, COLORADO 81657
The inspection was made and the samples were collected by John R. Peterman, an A.H.E.R.A. and State of
Colorado certified Building Inspector. Great care was taken during the inspection and sampling to be as
accurate as possible. It should be noted that minimal damage was done to the existing building structures
during the inspection so there is no documentation for unseen conditions or stored items.
All samples were analyzed by DCM Science Lab in Lakewood, Colorado. This laboratory is deemed
"Proficient" in the E.P.A. Quality Assurance (QA) program for the determinafion of asbestos in bulk
materials, and is accredited by the American Hygiene Association (AIHA).
SAMPLING PROTOCOL:
A random sampling scheme was used to sample the suspect materials that were discovered. If during any
future demolition or renovation work suspect material is discovered that hasn't been sampled and would be
disturbed, work should be halted until the material has been tested.
BUILDING DESCRIPTION:
The house at 383 Beaver Dam Cir. is a two-story residence that is planned for demolition. The exterior walls
are covered with wood and stucco. The roof is covered with snow on what appears where visible to be wood
shake shingles. The exterior soffits are exposed wood. The interior walls are covered with taped and painted
sheetrock. The ceilings are covered with taped and painted sheefock like the walls. The floors me covered
with carpet throughout wittr ceramic tile at the enty and sheet vinyl in the kitchen. The heating is provided
by electric base board heating and a wood stove. No sirspect TSI was visible at the time of the inspection.
CONCLUSIONS AND RECOMMENDATIONS:
Laboratory analysis indicates that no asbestos was detected in the bulk samoles.
SAIIPLE LOCATION
AREASAITIPTED FROII
Kftcfien wall by refridge
LMng room wall northeasl comer
Upstairc bedroom closet wall
Dormstrairc entry rcom northeasl comer
Downstalrs bedroom southeast comer
Kitcfien foor by reftidge
Souh sid€ s)dgriorwall
East side exterior wall
West eide exterior wall
DESCRIPTION
Composite sheetrock
Composite sheebock
Composite sheetrock
Composite sheetrock
Composite sheEhock
Sheet vinyl
Stucco
Stucco
Strcco
FR]ABLE
YES'ilOSAilPLE#
38&8-001
38&,8-002
383-B-003
383-B-{XX
383-8.005
383-B-006
38$B-007
383-8-008
38&B{09
No
No
No
No
No
Yes
No
No
No
SAMPLE RESULTS
COLLECflON DATE:2/20/01
SAUPLE# DESCRIPTION
ASBESTOS
TYPE
383-&001
383-8-002
38&8-003
38&B-004
38&8{05
383-8406
383-&007
38&B-008
383-9-009
Compos'rte sheetrock
Composite sheotrock
Composite sheebock
Composite sheetrock
Composite sheetrock
Sheet vinyl
Stucco
Stucoo
Stucco
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
NAD
oh
0
0
0
0
0
0
0
0
0
KEY: NAD - NoAsbestos D€tected
SAMPLE# MATERIAL
SUSPEGT MATERIAL CONDMON
TYPEOFSUSPECT OVERALL TYPE OF
CONDITIONS DAMAGE % DAMAGE
38&8-001
38&B{02
38&,8-003
38&B-004
383-8-005
38&B-006
38&B-007
383-B-008
383-8-009
SUR
SUR
SUR
SUR
SUR
Mtsc
SUR
SUR
SUR
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NO
NO
NO
NO
NO
NO
NO
NO
NO
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
KEY: SUR - Surfiacing
MISC - Miscellaneous
POTENNAL FOR DISTURBAI{CE
ACCESSIBIL]rY POTENTIAL INFLUENGE
CONTACT VIBRATION
POTENTI.AL LOGATED INAIR PLENUU
EROSION YES'NO
SATIPLE #
38&8-001
383-8-002
383-8-003
38$&004
383-B-005
38$8406
383-B-007
383-8-008
38$8-009
NO
NO
NO
NO
NO
NO
NO
NO
NO
YES
YES
YES
YES
YES
YES
YES
YES
YES
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
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O o"* Science Laboratory,ln".O
12421 W.49th Avenue. Unit #6
Wheat Ridge, CO 80033
DCM Project No.:
Clienl Job No.:
Bulk Sample Analysis
BULK SAMPLE ANALYSIS PROCEDURES:
AB 2099
383 BEAVER DAM RD
Page
DCM Science Laboratory, Inc. analyzes bulk asbestos samples following procedures developed by the
Mccrone Research Institute and in compliance with guidelines established by the Environmental Protection
Agency (EPA-600/R-93/1 1 6, July, 1 993).
Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood which
provides a contamination-free environment. The sample is then analyzed by polarized light microscopy
(PLM) at 100X. When the sample consists of more than one leyer, each layer is prepared and analyzed
separately. Fiber and matrix materials are identified by the characterization of optical properties including
color and pleochrorism, form, cleavage, relief, birefringence, extinction, orientation, twinning, interference
figure and other distinguishing features. Dispersion staining is also used to further aid in mineral
identification. All percentages of asbestos, other fibers and non-fibrous constituents are calculated from the
values obtained from the stereo and PLM microscopes analysis. ln-house and NIST standards as well as a
charl prepared by R.D. Terry and G.V. Chilinger for "The Journal of Sedimentary Petrology", (Volume 24, pp.
229-234,1955) provide a guide for estimating percentages. All samples are archived for six months unless
other anangements are made by the client.
ACCREDITATION:
DCMSL is accredited by the AIHA (since 1986). Our accreditation number is 305. DCMSL is accredited by
NVLAP (since April 1, 1989). Our NVLAP Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must nol be used by the client to claim endorsement by NVLAP or any agency of
the U.S. Govemment.
This test report relates only to the items tested. This report may not be reproduced excepl in full, without
the written approval of the laboralory. The analysis was performed by :
Ron Schott
Laboratory Director
Robert Wagner, Analysl
,221-0 t
ot.r"r,ur oF coMMUN,r" orurro,tu,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTR]CAL PERMIT
363 BEAVERDAM RDVAIL
2l0t07l12019
OTINER BDR
288 CLAYTOI{ ST STE 306
DEMTER CO
I0206
License:
COIITRACTOR WAGNER ELECTRIC, Ir{C.
P.O. BOX 1620
AVON, CO
- 81620
License z 223-E
APPIrIeel[T WAGIJER ELECTRIC, INC.
P.O. BOX 1620
AVON, CO
81620
Licenee:223-E
990.00
s0.00
90.00
93.00
s93.00
Action: AP
Lo/L1/20OL Phone:
L0/!7/20Ot Phone: 97O-949-GL6L
Toral calculded Fe€s->
Mlditional Fe€s->
Total Pqmit Fe€->
Paynents--->
BAL{IICE DUE-->
E0l-0241
ISSUED
rol17l200r
tol24l200l
0412u2002
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
Job Address:
Location.....:
Parcel No...:
Project No :
to/t7/20OL Phone: 970-949-61.6t
Desciption: ELECTRICALSERVICE
Valuation: $5,000.00
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Elcct'ical->
DRB Fes->
lnvostigatior}->
will csll->
TOTAL FEES->
993 . 00
s0,00
s93.00
$93.00
s0. oo
Approvals:Item: 06000 EIJECTRICAI DEPARTMEIII
L0/L7/200L DF
Item: 05500 FIRE DEPARTMESIT
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CONDITIONS OF APPROVAL
Cond: 12
(BL,DG.): FIELD INSPECIIONS ARE REQUIRED TO CIIECK FOR CODE COMPIJIAITCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required" completed an accrrate plot plaq and
stat€ that all the information as required is correct. I agree t,o comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approvd
Uniform Code and other ordinances ofthe Town applicable thereto.
Ssnt By: WAGNER;
*Yi[$^
oct-17-0.| 9:08AU;
os70949433S;Page 212
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ilo. daistino Dweltu unG h oG bulding:lb. of Ammnrdatin Unls In dtb
A!,lOUt{T Of SQ fT Iil STRTICTURE;
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
ol.*r"r*r oF coMMr.JNrr" orurrot*
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E02-0005
Job Address: 363 BEAVER DAM RD VAIL Status. . . : ISSUED
Location.....: EAST SIDE Applied. . : 01n8n002
Parcel No...: 210107112019 Issued . . : MD6n002
ProjectNo : ? 1|-5 OV-<g6T Expires . .: l0/23n002
oI{NER BDR 0t/i,B/2oo2 phone:
288 CLAyTON ST STE 306
DEDT\TER CO
802 05
L,icenge:
CoNTRACTOR WAGNER ELECTRIC, INC. 0L/L8/2002 phone: 970-949-61.61
P.O. BOX 1620
AVON, CO
4L620
License z 223-E
APPIJICAIU WAGNER EIJECTRIC, INC. 0L/L8/20O2 Phonez 970-949-6t6t
P.O. BOX 1520
AVON, CO
8L620
I-'icense z 223 -E
Desciption: COMPLETE ELCTRICAL THROUGH OUT BUILDING
Valuation: $35,000.00
f,ls€fricrl-> 3530. 00
FEE SUMMARY 'i 't r rr.. *. r 'r. 'r | | r. t....t.. t t
Total Calculated Fe€s-> 5533 .00
Addirional Fees->90. OO
Total p€nnit Fe€_> 9633.00
Payments--------------> $533.00
BALANCE DUE-->s0. oo
DRB F€€->
Invcstigation->
wilt ch[->
s0. 00
$0.00
$3 .00
TOTAL FEES-> 5633 . OO
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IIEM: O55OO FIRE DEPARI.!{ENT
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CONDITIONS OF APPROVAL
Cond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPITIAIiICE.
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DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plaq
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, desigt review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto'
sent By: WAGI{ER; 970S494339;' A.fr.-28-O2 l0reS lFEOI|. Tourr-DEv-DEpr.
REqIESIS FoB DEffiTI)N S||AIM la^tE T\lrEr-rTrfiXJR t(run3 N
Apr-29-02 10:40;
rD.e?o.e52
Page 5/5
OB ATOIJT OFFEE tfl af -rna.AI.rcEBY
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TOWN OF VAIL, COIORADOtCopy Reprlntcd on M-2G.2002 rt 09:5t:26 04t2tt2,N2
Statemetrt
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gtatement Ntrmber: R0O0001928 Arnount: $633.00 O]-/29/2OO2O7:15 AIrl
Palznent Method: Check Init: DF
Notatioa: CITBCK* 21412 l'AqtER cIrBc1tRfC
Pernlu No: 802-0005 Tylre: EIJECTRICA! PERMIT
Parcel No: 2LOLO7II20L9gite AddreBE: 363 BEAVER DAM RD VAIIJ
Iocatlonr EAST SIDE
Tota1 Pees: $533.00
Thie Paymcnt: $633.00 Tot,al ALL Fntss 9633.00Balance: $0. oO
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ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
EP OO1OOOO31114OO TEMPORARY POWER PERMITS
l',C 00100003112800 I{ILL CALL INSPECTI0N FEE
630 .00
3.00
sent By: WAGNEH;Page 2/3
APruCA
BuiHirtg hrmit
ElGctrical lrcmdt#:
t70.,1ir9.zL49
7f,JEtl$VrL
75 g. p3onrrgc Rd.
VelL Colondc 8168'lt
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COTTTRACTON, UIfORilATIOIT
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F:/arr'oilartunsr.ltFm
*ootrr* oF coMMUN,r, orutuMENr
:\u L64v
TOWNOFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
97M79-2138
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M01-0263
Status...: I$StlED
Applied. . : 71/30/2007
Issued. .: 07/02/2002
Expires. .: 07/0U2W2
$0.00
s0 . o0 ToTAL FEES-------> Sso3 - oo Total Permit Fee--> $803 . OO
$3 .00
Item: 05100 BUILDING DEPARI'!{EMI
L2/26/2ooL JF(NI Action: AP
Item! 05600 FIRE DEPARTT{ENI
CONDITION OF APPROVALCond: 12
(BLDG.): FIEL,D INSPECTIONS ARE REQUfRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTIONAIR IS REQUIR$ PER SEC. 701 OF THE 1997 IIMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BIrDG.)r INSTAI-,LATION MUST CONFORM TO MANUFACTTRES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 I]MC, CTAPTER 10 OF TI{E 1997 IMC.
fob Address: 353 BEAVER DAM RD VAIL
Location.....: \aE5tr€ilDE -e-da*J, d{.
ParcelNo...: 270107112019
Project No :
OU'}IER BDR
288 CI.AYTON ST STE 306
DENVER CO
802 05
License:
tL/30/2oot Phone:
CoNTRACTOR CLIMATE CONTROL CO OF GWS LT/3O/?OOL Phone z 970-945-2326
P O BOX 1042
GrrmlwooD sPRrNGs, co
8L602
License : L29-M
APPLICAIIT CIJIMATE CONTROL, CO OF GWS 1,L/30/20OL Phone t 97Q-945-2326
P O BOX 1042
GLENWOOD SPRTNGS, CO
4t602
License t L29 -Yl
DesCiption: ENGINEERED SYSTEM FORCED AIR HEAT GENERAL VENTING
Valuation: $31,811.25
Fireplace lnformation: Restricted:# of Gas Appliances: 0 # of Gas Logs: 0 # of
Wmd Pellel **k** FEE SUMMARY
Mechanical-> 5540 . 00 Restuarant Plan Review->
Plan Check-> S1G0 . 00 DRB Fee*----->
90. 00 Total Calculated Fees-> $803 .00
$0. oo Additional Fees-.->
Investigation->
wil call->Paynents-> $803 . OO
BALANCE DUE-> $0.00
Cond: 25
(BLDG. ) : GAS APPLIAITCES SHALL BE VElllfED ACCORDING TO
TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 199? I'MC, OR
Cond: 29
(BI-,DG.): ACCESS TO HEjATING EQUIPMENT MUST COMPIJY WITH
TIIE 1997 IJMC AND CITAPTER 3 OF TIIE 1997 IMC.
Cond: 31-
(BLDG. ) : BOILERS SIIAI-,L BE MOIJM|ED ON FLOORS OF IIONCOMBUSTIBITE CONST. ITNL,ESS
IJISTED FOR MOI]NTING ON COII{BUSTIBI,E FIJOORING.
Cond: 32
(BLDG. ) : PERMIT, PLAIIS AND CODE AIIAIYSIS MUST BE POSTED IN MECHANICAI-, ROOM PRIOR
TO AI.I INSPECTION REQUEST.
Cond: 30
(BLDG.): DRAINAGE OF MECHANTCAI-, ROOMS CONTAINING HEATING OR
BOILERS SHAI,I-, BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022
SECTION 1004.5 0F THE 1997 IMC.
U
CHAPTER
CTIAPTER
CTIAPTER
I AIiID SHALIJ
8 OF TITE 1997 IMC-
3 AND SEC-1017 0F
HOT-WATER SI'PPLY
OF TI{E 1997 I'MC, OR
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codes/ design review approved, Unilorm Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN
PM.
ANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
TURE OFOWNEROR CONTRACTOR FOR HIN,ISELF AND OWNEF
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
o?o*r"r*r oF coMMUNr* orurrot*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M02-0039
Job Address: 363 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: . WEST SIDE Ea-Sl.--ll Ae__ Applied. . : 03/21/2002
Parcel No...: 210107112019 Issued. . : 03127/2002
ProjectNo: Expires..: 09123/2002
owNER BDR O3/2L/2O02 Phone:
288 CI,AYTON ST STE 306
DENVER CO
802 05
Lricense:
coNrRAcToR BLACK DrAI{O!ID MECH, rNC O3/2L/2002 phone: 97O-926-9OOL
P.O. BOX 581
AVON, CO
8162 0
License: 116-P
APPIJICANT BIJACK DIAI'{OND MECI{, INC 03/2L/2002 PhONE: 970.926-9001
P.O, BOX 581
AVON, CO
sL620
License: 115-P
Desciption: INSTALL NEW RADIANT HEAT AND SNOW MELT SYSTEM
Valuation: $70.000.00
Fireplace lnformalion: Restricted: Y # of0as Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
ll+l+++llt+t'i||+.|..lt||f|l*|{|.1tt+l|ftllt+|{l|t'**l''l*'l.*1t't''i.*|i.FEESLMMARYtl|l|+*'}l..'.|iii
Mechanical-> 91,400.00 Restusrant Plan Review-> $0.00 Total Calculsled Fe€s--> $1,753.00
Plan Check-.> 93 50 . OO DRB Fee----> g0 . OO Additional Fces----> $0. O0
Investigation> $0. 00 TOTAL FEES--------> $1, ?53 . oo Total Permit F€€-----> $1, 753 .00
Will Call---> $3 . 0O Psyrnents--.--------t' $1, 753.00
BALAIICE DUE-------+ $0 . 00
* t'tt***t **t *t t +at l at * a{ l lt + a:t *l+t'l
Item: 05100 BUILDING DEPARI'I{ENT
03/22/2002 CDAVIS Action: AP SttBiIECT TO FIEI-'D INSPECTIONS
IICM: O55OO FIRE DEPARTMEI\IT
CONDITION OF APPROVALCond: 1-2
(BL,DG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE.
Cond: 22
(BL,DG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF TIIE 1997 UMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BLDG.): INSTAJ.,LATION MUST CONFORM TO I.IAI.IUFACTURES INSTRUCTIONS AND TO CI{APTER
10 OF TIIE 1997 t]MC, CHAPTER 1.0 OF THE ]-997 IMC.
Cond: 25
-.(Br.,Dc.): GAS APPrJrAlrcEs ,rroBE vEr[TED AceoRDrNe ro cHAFlB, 8 A]ID sHAr.rr
TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 1.997 I'MC, OR CIIAPTER 8 OF THE 1997 IMC.
Cond: 29
(BL,DG.): ACCESS TO HEATING EQUIPMET.IT MUST COMPI-,Y WITH CHAPTER 3 AIID S8C.1017 OF
THE 1997 UII{C A}TD CHAPTER 3 OF THE 1997 IMC.
Cond: 31
(BLDG.): BOILERS SHALIJ BE MOIINTED ON FLOORS OF NONCOMBUSTIBLE CONST. ITNLESS
I-,ISTED FOR MOI'MTING ON COMBUSTIBI,E FIJOORING.
Cond: 32
(BL,DG.): PERMIT,PITANS AIID CODE AIIAIJYSIS MUST BE POSTED IN MECIIAIIICAIJ ROOM PRIOR
TO A}T INSPBCTION REQI'EST.
Cond: 30
(BLDG.): DRAINAGE OF MECHANICAI ROOMS COMIAINING HEATING OR HOT-WATER SUPPLY
BOILERS SI{AIL BE EQUIPPED WITH A FIJOOR DR,AIN PER SEC. 1022 OF THE 1997 t'MC, OR
SECTION 1004.6 0F Tr{E 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this shucture according to the towns zoning and subdivision codes, desigr review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SI OF OWNER ORCONTRACTOR FOR HIMSELF AND OWNEF
Building Permit #l
75 S. Fronttgc Rd.
Vcll, Colondo 8165t
Medranical Permft#:renmry--
003?
PrcvldeJ{cdrrnicrl Room Lryout dr.wt b rcrbto Indudc:o Mcchenlcel
o
tt
o
n
Flua, Vcntllclt Lq
Permit will not be accepEl without the following:
II(ALII IIVF'ORMA TION
Mecfianlcal c.onbacbn
&tF* \w,ono l-1Lc*t, tpc
Town ofVail Reg. No.t
llt-P
Cp/fcr.and Phop #'s:
|-A.a44 D$aqq,?o-sbf,rContractoffi
I
t4*rlt'.t, r..---ruD
I
-
I AtIp,nt'ri=nl.rt. (tlt zlt-'.
OOiIPTETEV
rrfEcf{tr{rcAl : $ 70t ooc
tffi
,?l .{
rafEelffi
Job M*t
Be*o,en_ Of,* R s rYep,ct :obnddrcss: 66a-ts€4,4R ylm /2D
g"f dm""- [ l*t z I sb.k, 3mivbion: vfrc ul4A4L
Owners &ro t)ili-M"rAEngineer: re Phone:
Detalled descri@
ttO,- 4,*q rttF t_f,lraa.&r *L€t -srff/r.a
WorkClass: ltew6{r/AaOiUon( ) ruteration( ) nepalr( ) Ofrer( )
Boihr l-ocation: InErtor OAL e<erlor t I OUre, f I Does an EHU exbt at ttrb locatbn: yes X) No ( )
T,e" of AHg, Si'|
-No. of BGUng Dt No. of Accornmodatlon Unns in tlrb bulldlng:
_No/Tyoe
Nofiype
-
Isfibarl+---
"f
Flreplace" E F6nar Gas Apot"nces, )
of Flrcpfaces propced; Gas npdianc* Buming (NoT ALLOWED)
Dnrrelsion fiom a wood buming nrept o t I
*!t**!r*l
F:/cvorpnr
l*!t**rf *!r****rt*rf * * *FORffi$
/fom4modrporm
rtrirtrlrf, rl. * **,r
RECEIVED
[it,l**|r*!r***,t***
mmozoo2
TOV.COM.DEV.
r*
75 S. FRONTAGE ROAD
TOWNOFVAIL
VAIL, CO 81557
970479-2138
tot** oF coMMUN,r, o*tRnr*AD O^\o'('q-{nLr1 I
NorE: rHrspERMrMUSrBEposrEDoNIoBSrrEArALL"tFi@ 3, lo{ 4
MECHANICAL PERMIT Permit #: M02-0043
fob Address: 363 BEAVER DAM RD VAIL Status . . . : ISSLIED
Location.....: 363 BEAVER DAM WEST SIDE Applied . . : 03/26/2002
Parcel No...: 270707112019 Issued. . : M/M/2002
ProjectNo : PR5- oi - ooo 7 Expires. .: 70/07/2002
owNER BDR 03/26/2002 phone:
288 CI,AYTON ST STE 306
DEIWER CO
80206
License:
coMrRAcToR HEARTII EXCHANGE, INC. (rHE', 03/26/2002 Phonez 970-827-9623
P.O BOX 570
MI}fTT'RN, CO
8154 5
L,icense z 174-M
APPIJIcAtirt HEjARTH EXCHAIIGE, INc. (rHE) 03/26/2oo2 phone: 97o-a27-9623
P.O BOX 670
MIMTURN, CO
81545
License: L74-Yl
Desciption: INSATALLATION OF A GAS FIRE PLACE
Valuation: $13,000.00
Fireplace Informatim: Restricted: Y # of Gas Appliancesr 0 # of Gas logs: 0 # of
Wood Pellet *!!**}tt***g*r**t****r*-** FEE SUMM
Mectnnical-> S260. 00 Restuarant Plan Review->So. oo Total Calculated Feer-> $328. oo
Plan Check-> g6s. 00 DRB Fee--> S0 . 00 Additional Fees--> S0. OO
Investigation-> $0. o0 TOTAL FEES------> $328 . OO Total Pemrit Fee-> $328 . 00
will call->s3-00 Payments--> $328. 00
BALANCE DUE->$0. 00
ltem: 05100 BUILDING DEPARTMENT
04/04/2002 JRM Action: AP
Item: 05500 FIRE DEPARTI{ENI
CONDITION OF APPROVALCond: 12
(BL,DG.): FIELTD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,IAIICE.
Cond: 22
(BL,DG.): COMBUSTIONAIR IS REQUIRED PER SEC. ?0L OF THE 1997 IIMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BIrDG.): INSTALTLATION MUST CONFORU TO MANUFACTURES INSTRUCTIONS AIID TO CHAPTER
10 oF TIrE 1997 I,MC, CIIAPTER 10 OF THE 1997 rMC.
Cond: 25
(BL,DG.): GAS APPITIAI{CES SIIALL BE VENIED ACCORDING TO
TERMINATE AS SPECIFTED rN SEC.805 OF THE 1997 UMC, OR
Cond: 29
(BL,DG.): ACCESS TO HEATING EQUIPMHIT MUST COMPLY WITH
THE 1997 I'MC A}ID CI{APTER 3 OF THE 1997 IMC.
Cond: 31
(BL,DG. ) : BOILERS SI{AITL BE MOUIITED ON FLOORS OF NONCOMBUSTIBLE CONST. ITNL,ESS
IJISTED FOR MOT'NTING OT.{ COMBUSTIBI.,E FIJOORING.
Cond: 32
(BLDG.): PERMIT,PLAI{S At{D CODE A}IAITYSIS MUST BE POSTED IN MECHANICAI ROOM PRIOR
TO AlT INSPECTION REQIIEST.
Cond: 30
(BL,DG.): DRAINAGE OF MECHANICAIJ ROOMS CONTAINING HEATING OR HOT-WATER STPPIJY
BOIIJERS SHAITIT BE EQUIPPED WITH A FLOOR DRAIN PER SBC. LO22 OF TIIE 1997 tMC, OR
SECTION 1004.6 0F THE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, fiIled out in full the information require4 completed an
acfluate plot plan, and state that all the inlormation as requfued is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state lawt and to build this structure according to the towns zonin5
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
-
-CHAPTER
CHAPTER
CIIAPTER
8 AI.ID SHAIJIJ
8 OF TIIE 1.997 IMC.
3 Al{D SEC.1017 0F
REQI.JESIS FOR INSPECNON SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:(x) AM - 5
OWNER OR CONTRACTOR FOR HIMSELF AND OWNEFSIGNA
*** * + + | i ** * * * * * * ** t + + + * I I * * * * * + * * * * * * * f * * * + * * t * t f ** * * t * * * t t * ** +**** +* ** * a t * a * * * f * *a**** *** **
TOWNOFVAIL, COLORADO Statement
+ * * *+ *t ** 't **+ *'t * *+ + +*+ * +'t ** | * i ++ 't 'l * *l' * +**+ +'t 'i * 't* * * * * ** * * + ** + + + * + i + * t * * * * a ***** * ***{' {' *l* * * *l{'
Statement Number: R000002105 Amount: $328.00 04/04/2002!1 :52 All
Pa)ment Method: Check Init: LC
Notation: *2800/HearEh Exchange
Permit No: M02-0043 I\rpe: MECTANICAL PERMIT
Parcel No: 210107112 019
Site Addreas: 363 BEAVER DAllt RD VAIL
I,ocaeion: 353 BEAVER DAM $IEST SIDE
Total Feee: $328.00
ThiE Palmenc: $328.00 Total AL,L Pmta: $328-00
Balance: $0. oo
+ * + + **l + ** ** ** * * + *+** +t t f | ** ** * *** * i tl + f *** ** * * +* * + * i l!i 't + a f* * * * + * *'t*+***** * * t ** a* *a{t*lt* ++*t
ACCOUNT ITEM LIST:
Account Code Descniption Current Pmts
t4P OO1OOOO31113OO MICHANICAL PERMIT FEES 260.00
PF OO1OOOO31123OO PLAN CHECK FEES 65.00
I,IC OOIOOOO3i12BOO h'ILL CALL INSPECTION FEE 3.OO
l._
mww
75 S. Frprrtegc Rd.Val[ Colondo 8lGSz
1-
Permit will not be acepEd wtttrort Ure fottoilinE
Town of Vail Reo. No.:
27-7CZv / toz-zzn
RoUrEDro'@SFillv
DATE ROUTE O, b
Job Lfame: yr" g * 7?3 6+.*,o-- l?J JobAddrcss: ?6? O*t*. /Z.n
Wo*Class: Neil0O Addtdon( ) Alteraflon( ) Repatr( ) Other( )Boitertocadonr InEro@ Does an EFIU ocistatthb bcadon: yes ( ) No (rd
Tlpe dBdg: Ence-hmfly ( ) o,.,
No. of EGdng Drdllng Units h tnS lufUtngr No. of Acornmodation Unlts in tils bulElng:
ylrveecnreptaceu p
a conversion frorn a b an EPA Phase tr
& frlahrlals)
-,t/,4 /7, i-*t
*,r * * * * * ** !3 r* * rt |t* **,r* ** * *,f
F: /cuaryon/,bnrrt|td|Df||r
,r****r|**!r**tt!*t
IlearthDxchanoe
Fireplaces . Stoves ' Barbeques ' Patio Heaters
Description of work at 363 Beaver Dam Rd,:
Installation of 2 runs of clsss '.rr' flue pipe and 2 gas log sets on 2 Isokein l\dasomy
Fircplace. We are not installing the Isokern Fireplace. rile are also installing a .B" vctrt
gas fireplace.
HEARITI O(C}IAT{GE
Meadou/ Mountain Business Park, Suite A2 . 23698 N. HighwAD/ 24 . p.O. Box 670Mimrrn Colorado I | 645 . i970!. g2Z-9623 . fax plOl B2l-9222
TOWNOFVAIL
75 S.FRONTAGEROAD
vArL. co 81657
970-479-2138
Job Address:
location.....:
Parcel No...:
Project No :
OT{NER
PLUMBINGPERMIT
363 BEAVERDAM RDVAIL
EAST RESIDENCE
2l0l07tt20r9
fQn r- oool
Permit #: P0l-0100
Status... : ISSLJED
Applied. . : 09ll8l200l
Issued. . : O9ll9l2OOI
Expires. .: 0311812002
otrrr*r oF coMMUNrrv pev*ot"r
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
BDR
289 CLAYTON ST STE 306
DEIIVER CO
80206
I-,icense l
CONrRACTOR BLACK DIAMOIID M3CII, INC
P.O. BOX 581
AVON, CO
8152 0
Iricense: 116-P
APPLfCANr BLitCK DIAMOND MECH, INC
P.O. BOX 581
AVOIT, CO
8L620
License: 1l-6 -P
Desciption: Type II EHU in proposed new residence
Valuation: $95.000.00
Fireplace Infornulion: Restricted: ??# ofGas Appliances: ??
09/L8|2OOL Phone:
09/L8/2001 Phone: 97O-926-9O0L
09/L8/200L Phone: 970-926-9001
# of Gas Log: ?? # of Wood Pallcl: ??
FEE STMMARY
Plwrbing->
Plan Chc.ck->
Inveetigrtion->
will cslt->
S1, 425. 0o Restuarant Plan Review->
93s6.2s DRBFee------------>
9o. oo TOTAL FEES------->
93.00
s0.00
s1 , 784 .2s
Total Calculated Fces->
Additional Feee-->
Total Pcrmit Feo-->
s1, 784 . 2s
15s.00
91.839.25
s1.839.2s
s0. 00BALANCE DUTE__>
Itsem: 05100 BUILDING DEPARTMAflT
09/L8/200L CDAVIS Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTTONS ARE REQIIRED TO CHECK FOR CODE COMPL,IANCE.
ttirtatttttaa.a$ri
DECLARATIONS
I hereby acknowledge that I have read this application. filled out in full the information requird completed an accurate plot plan, and
state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Tov.'n
ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design rwiew approvd
Unifonn Buildhg Code qpd other ordinances of the Town applicable thereto.
**'l't****f,t{t****l * * * * * i' * * 't 't * * * * * * * * !t,} * * * * * * * * 't * * * * * * r * * * * * * * * * * * * * * * {! * * * * * * * * * + * * * * * * * ** * i * * +
TOWN OF VAIL, COLORADOCopy Repriuted on 03-13-2002 at 10:51:33 Oytf!,n002
Statement
* + t 't * * * * * * t* * *** + + * *** * * * + * * *l * * * l* + * * * + + * ** t* * ** * ** * * * ** * * * f* {. + + + * * } + + * ***+ * * * *+ * * ** +* * l***
Statement Number: R000001412 Anount,: 91,939.25 09/t9/2OOLI1 :41 Altt
Pa)menE Method: Check Inig: DF
Notation: CHECK # 3788
Permit No3 PO1-0100 Type: PL,UMBING PERMIT
Parcel No: 2LOI.O71I2OL9
Site Addregs: 353 BEAVER DAl,r RD VAIL
IJocation: EAST RESIDENCB
Tota1 Feee: $1,839.25
. ThiE Payment: $1,839.25 Totsal ALrI-r Pmte: $1,839.25
Balance: $0.00
* * * * ** * * * ** | t * * +t ** * t + + * * f * ** * * * * * +,1' i * * * * * * * * ** * * * * * * * * * t * * + * * * * * * * * * | * 't *** | | * * * | * * * '}*f + **'t *
ACCOI,JNTITEM LIST:
Account Code Descrintion Curnent Pmts
cL 00100003123000 C0NTMCTOR LTCENSES 55.00
PF 00100003112300 PLAN CHECK FEES 356.25
PP OO1OOOO3I112OO PLUMBING PERMIT FEES 1,425.00
r.lc 00100003112800 ritlt CALL INSPECTTON FEE 3.00
i:fi'iJfilf."" lf;"
ffid'lhone,r's'-(\rp*o>acrr =t''s"{ffiniT vait Reg. No':
iltumoins contractor:'Bt*c* Dtftno,'O htc,1. lrtc'
ffi;N FoR
'L'MBTNG
PERMTT (Labor & Materials)
s#roooor"rr' 3Q3 BcAvtP Dfth &D
JobName: Q6ftvc| b47.1 fl,Dtt"3
Subdivision: Vtl! vtL
Address: r,- (.., IjYtSf sf| llq
6iliEEName: hloZ FoLqNG
Addition( ) Alteration( )Repair( ) Other( )
ffi()Frur!-iaiii,,Y\r.,^- af Rldo-: Single-tamllY ! -
ffiAC unitt ilthit building'
ffi-'rs a conversion from a
vaG
F/everyone/f orms/PlmbPerm
C q't-r
W&rio
{ ,.:r., ,*- 1,. . i"
rown of vait,rffy D'D wE RAIE wrIH You?
fftT||.} $tvelopment
Oeparrnenr Russer Fone* Director.
Ctreck all that appfies.
'
#l1xl1'ryg":1l:Hffisns Admrn _ _-,.
#Tr[TJff:r*,__* ?r,_**r*n,....-- srow ort f"f$1:"-'*y*ow rons was * berore you were4 w€sfi1iffi"'*"';il;;;
t,On t.* '-'"-'[dfo;gp*,'*ot^.,,p t. a DRB app__-- pEC app
?ea:e late _f,e performancr
f^^!,^:^^, i N;ffi--r&e sffiperson who assrsred you:(knowtedss*p"r, j.i.f;raf,6,m
Overall efectiveness of he
ffinryG;ffiil:;:x,:;" 1
;"^.*flrJtt*Itr t-" which urcurd airow us ro berersenre you
7.
8.
7L-.-.----.--
;1y1.yoyior takjns tfre timr'ulltrurbd b rmprovrng d'i[.::*ab ffris survey. We are
--Crt'
R.qu.stdl lnsp€ct DsE: Frktly, Argust t5, 2@3- lnrordton Ana: CD
Sltc Addftr!: 363 BEAVER OAfl RD VAL
EAST RESIDEII{CE
AIPID Informrllon
of $ryg.miltfiq#ln
I FOOL AtlD ROOTED'
-Actvtu:
CCcdTn6:
owtlat:
Cmtrrctor:
ADpllcJtt
DriqF0on:lffce:
l.ldcs:
ilotlcr:
ltlodca:
l.lollc.:
Coilm.tl:
Commr*
CoEnmrnt
CotnnrcntemmfltCorneitCqtmfit
Comrncr*:
Commont
B01.O1.lt TyD.; &B|-[LD1q1_ Oca.paifty: 7
8t)R
SI{AEFFER COi.ISTRIJCTION
STIAEFFER CONFTRIETION
iIEWSFR
{.C eP|o|id rutl.ct b loilorlng condltbn:
Sub TF.: l,lSFRLhc: VN St!i.lr: ISST EDFrpAr: CD
Plpno: 97084$5656Phoil: 970,846{!868 '' i, r..,: lt'J
. KUYFRIEL
IPPROVATS.
Ccrrdrrtr ffoeg nlrdon s6 .nbr.d lor thh !.rmfi. Ch.ct t649{6 ior $20.042.66 pdd fo. tr. Yllultor,r of
$3,3XD,00O.0O. Thb.hnc.of|hb<*rxtwl[conrth..ddilomlcoelrft,rB0t{10.-LCIFELL
Erslrrrc$rglElrdrl
Itm: 5a0 E|.Dcf,lndcrot|loc OEORO€ gTIAEFFER CONS,TRIJCTION6T0: CDAVIS
RlqrFgn
Acdon:Tlmr Exp:
lnto.coonHBbn
lem: 2oBl.D$Fcnbllmrsbd -fooro'rrd-
Oltl6'Ol h.D.dhf: ctYh-- A.don: PAPARTULAFPROVACo.nmrrlr: Prdrlda ldor fiofn rfiuc .nolnnsr aDqot lno h.fcal dcn0*13iol h3D.cloc GR(} - -Acdon:- APAPPROVED
Commer|3: R.iffi1n hr dfounddo|E ritfbDiars, E. €nd.09fil70l h.p.dor: JRm A.!ort: APAPPROVED
A'FROVAL OK. CDA\'IS
RECIEVED STATIPED A'PROVEO DR/{WII{GS FROTI I-EENSE PE. FOIR STOhG TIASOMRY WALut 4 -
6 FT . t{O BOtt DER RETAnmG WALS W[-L EE INSTALLED Of.l SITE. I H \/E TOLD @NIR^CTOR
{OOMONC . SfIAFFER COT.ISTRI'CTbNI THAT IF BOIJLDER WAIL ARE T.ISTATLED A DRAUVIIO
FROil LICEIISE PE,I,YILL 8E REOI.'|RED.
STil-L AWAlThlG FOR RE\TOCaBLE RIGHT OF WAY PgRlftT AtO FEE. - LSAI{OCnTALCoflnfiCSTil-L AWAlThlG FOR RE\TOCaBLE RIGHT OF WAY PgRlftT AtO FEE. - LSAI{OCnTAL
iEED RE\'OCABLE RICiHT OF WAY PERIdT AilD STAFED APFRCI ED DRAIW{G FROiI tEEr.lSE PE
FOR WALLS O\GR { FT IN FIEICIHT.. LSAIfiOVAL
tg"ffitrH$.TrftrryLilfi*'r (EHl,, nol n dy for rc,o In p.cron). - Bctsof.l
hr poolt!l|t d{ded -\ialb Geeql6lbd ln h.htrtrltl lnqttclentbench.- !9899N
(t/17/Ol Mcbr: CDA\its Acdon: APAPPRO/ED
cotnn flrr: FouT[tlo FoR DRtvEwAY RET hflNG WWALLS A^D6 SONIpTIF€S ON
firrhrm Dhrir.DDforrS slbLctb E bulttyultl $ilflDmd ffilmlhel InlDacilon. mrcGEE
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PLANNTNG AND ENVTRONMENTAL COMMTSSION f ,/t
MEETNG RESULT' t<f
^a t',
Monday, November 13, 2ooo 6?Pr^
PROJECT ORTENTATION / - Community Development Dept. PUBLIC WELCOME tt:lO am /
MEMBERS PRESENT
Chas Bernhardt
John Schofield
Brian Doyon
Doug Cahill
Tom Weber
MEMBERS ABSENT
Galen Aasland
Diane Golden
Site Msits :
1. Austria Haus - 242 E. Meadow Drive2. Tyler residence - 383 Beaver Dam3. Hilb residence - 1552 Matterhom Circle4. Lionshead View Conidors
'1.
12:45 pm
Driver: George
-_--rllM l-:\ lt Il\='/ rll
NOTE: lf the PEC hearing extends until 6:00 p.m., the board may break for dinner from 6:00 - 6:30 p.m.
Public Hearino - Town Council Chambers 2:00 pm
A request for a variance from Section 12-84-5 of the Vail Town Code ("Lol Area and Site
Dimensions") and a request for a minor subdivision, lo allow for the creation of two legally
platted 'Agriculture & Open Space" zoned tracls of land, located at 615 Forest Road / a
cunently unplatted tract of land located in the North % of Section 7, Township 5 South,
Range 80 West of the 6'n P.M.
Applicant The Vail CorporationPlanner: Brent Wilson
WITHDRAWN
A request for a minor subdivision to allow for the relocation of the common lot line, located at
363 and 383 Beaver Dam Road, Lots 2 & 3, Block 3, Vail Village 3d Filing.
Applicint: John L. Tyler Jr., represented by Braun and AssociatesPlanner: Ann Kjerulf
MOTION: John Schofield SECOND: Brian Doyon VOTE: 5-0
APPROVED
2.
3. A request for a minor amendment to an approved development plan (SDD #35), to allow for
a reduclion in lhe number of parking spaces (and lhe conversion of these spaces into
:ommon storage) at the Austria Haus parking garage, located at 242 East Meacow Drive/A
part of Tract C, Vail Village 1o Filing.
Applicant: Austria Haus Condo AssocialionPlanner: George Ruther
MOTION: Brian Doyon SECOND: Doug Cahill VOTE: 4-1 (Schofield opposed)
APPROVED WITH 1 GONDITION:
1. That the applicant submits a revised parking level plan to the Community
Development Department illustrating the removal of the nineteen (19) spaces and the
crealion of the common storage area, prior to the applicalion for a building permit.
4. A request for a minor subdivision, to allow for the division of a tracl of land into two lots, and
a request for a rezoning from Residential Cluster District to Two-Family PrimaryiSecondary
Residential District, localed al 1552 Matterhom CircleiSW % of Section 12, Township 5
South, Range 8'1/ West of the 6th Principle Meridian.
Applicant: David G. HilbPlanner: Bill Gibson
TABLED UNTIL DECEMBER 11,2OOO
5. A requesl for a worksession to amend ihe zoning regulations to allow for the creation of a
new zone district, the Housing Zone District.
Applicant: Town of VailPlanner: Allison Ochs
WORKSESSION - NO VOTE
6. A request for a recommendation to lhe Town Council for the adoption of two view conidors
within Lionshead, as identified within the Lionshead Redevelopment Master Plan. View
Conidor 1 is located approximately at the main pedestrian exit looking southwest lowards
the Gondola lift line. View Corridor 2 is located approximately from the pedestrian plaza at
the east end of the Lifthouse Lodge looking south up the Gondola lift line. A more specific
legal description of the two view conidors is on file at the Community Development
Department.
Applicant: Town of VailPlanner: Allison Ochs
MOTION: John Schofield SECOND: Doug Cahill VOTE: 5-0
RECOMMENDATION OF APPROVAL TO TOWN COUNCILWITH 1 CONDITION:
1. That consideration be given to Lionshead Cenler on lhe east side of View
Corridor#2 with regards to future development
7. A requesi for a minor subdivision, to allow for the vacation of lot lines, located at2475
Garmisch/Lots 1-4, Block H, Vail das Schone Filing 2.
Applicant: Town of Vail, represented by Nina TimmPlanner: Allison Ochs
)\
TABLED UNTIL NOVEMBER 27, 2OOO
a.a
8. A request for a minor subdivision, to allow for the creation of two lracts, located at 1778 Vail" Ygtley Dfive / a currently unpiatted tract of land within Section 9, Township 5 South, Range
80 Wesi of the 6rn P.M. directly north of Lot 3, Sunburst Filing 3 within the Vail Golf CourJe.
Applicant: Vail Junior Hockey Association, Vail Recreation District, Town of VailPlanner: Brent Wilson
TABLED UNTIL NOVEMBER 27, 2OOO
9. A request for a final review of a minor subdivision, to allow for the reconfiguration and
replatting of two existing lots and the rezoning of Lois 15 & 16 from Agricullure Open Space
and Primary/Secondary Residential to Natural Area Preservation and Primary/Secondarv
Residential, located at 3886/3896 Lupine Drive/Lots 15 & 16, Bighom 2^d Addition.
Applicant: Wilson Family Trust, represented by Jay Tschimel First Land Development,
LLCPlanner: George Ruther
TABLED UNTIL NOVEMBER 27, 2OOO
10. A request for a site coverage variance (Section 12-7A-9) Vail Town Code and setback
variance (12-74-6), Vail Town Code, to allow for a new front entry to the Mountain Haus,
located at 292 E. Meadow Drive/Lot 5, Part of Tract B, Vail Mllage 1" Filing.
Applicant: Mounlain Haus, represented by Fritzlen Pierce ArchitectsPlanner: Bill Gibson
TABLED UNTIL NOVEMBER 27, 2OOO
'11. Approval of October 23, 2000 minutes
12. Information Uodate
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road. Please c,all 479-2138 for information.
Sign language interpretation available upon request with 24 hour notification. Please call479-2356, Telephone for the
Hearing lmpaired, for information.
Community Development Department
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Department of Community Development
November 13, 2000
A request for a minor subdivision to allow for the relocation of the
common lot line, located at 363 and 383 Beaver Dam Road, Lots 2 & 3,
Block 3, VailVillage 3'o Filing.
John L. Tyler Jr., represented by Braun and Associates
Ann Kjerulf
Applicant:
Planner:
DESCRIPTION OF REQUEST
This request involves the minor subdivision or resubdivision of Lols 2 and 3, Block 3,
Vail Village 3d Filing to allow for the relocation of a common lot line. In addition, the
applicant is requesling that a note establishing a "no build" zone on the existing (1994)
plat be removed.
Pursuant to the Vail Town Code, 13-2-2 (E), a minor subdivision is defined as follows:
"Minor subdivision" shall mean any subdivision containing not more than
four (4) lots fronting on an existing street, not involving any new street or
road or the ertension of Municipal facilities and not adversely affecting
the development of the remainder of the parcel or adjoining property."
Currently, Lot 3 is .548 acres (23,870 s.f.) in size and Lot 2 is .4084 acres (17,790 s.f.).
The relocation of the common lot line approximately 60 feet to the west would result in
lhe area of Lot 3 being reduced to 15,950 s.f ., a difference of -7920 s.f., and the area of
Lot 2 being increased to 25,710 s.f ., a difference of +7920. The proposed plat is
compliant with current zoning and suMivision regulations concerning lol area, frontage,
and site dimensions and would not result in any non-conformities with respect to the
existing buildings on each lot.
The second component of the applicant's request involves the removal of a'NO BUILD'
zone and corresponding plat note. Correspondingly, the applicant has proposed that the
existing plal note be replaced with the following lext:
"Prior to construction on these properties, all applicable development
permits shall be obtained from the Town of Vail and if applicable, the U.S.
Army Corps of Engineers".
The applicant believes that further development of Lots 2 and 3 should be allowed to
occur through cooperation with both the Town of Vail and the Army Corps of Engineers
as has been lhe case with neighboring properties.
II. BACKGROUND
Lots 2 and 3 were originally platted in Eagle County in 1965 and were incorporated into
the Town of Vail in 1966. In 1977, the lols came under the designation of the'Primary
Secondary" zone district. In '1994, the PEC approved a request for a minor suMivision
by the owner of Lols 2 and 3 lo relocate the common lot line 30 feet to the easl thereby
reducing the size of Lot 2 and increasing the size of Lot 3. Upon the recommendation of
Town of Vail staff, the PEC approved a "NO BUILD" zone designation on the plat:
"The'NO BUILD' zone defines the limits of jurisdictionalwetlands with a
10 foot buffer. This zone is a result of a wetlands analysis by Dames &
Moore dated may 27, 1994, file:28127-001-050. No development is
allowed in this zone."
The imposition of such a reslriction is unusual because the Town of Vail has no codified
regulations concerning wetlands. Coincidentally, this type of plat restriction has not
been required on any neighboring properties. The protection of wetlands and regulation
of development impacls upon wetlands falls under the jurisdiction ol the U.S. Army
Corps ol Engineers. In fact, where development has occurred on neighboring
properties, the U.S. Army Corps has allowed wetlands to be impacted to varying
degrees. The existing plat note does not allow the owner of Lots 2 and 3 to work with
the Army Corps during the developmenl process and as such, does not give him the
same opportunity thal has been afforded lo neighboring property owners.
III. STAFF RECOMMENDATION
The Community Development Department recommends approval of the proposed minor
subdivision subject to the following findings:
1. That the applicalion is in compliance with the intent and purposes of the
Subdivision Regulations, the Zoning Ordinance and other pertinent regulations
lhat the Planning and Environmental Commission deems applicable.
2. That the application is appropriate in regard to Town policies relating to
subdivision control, densities proposed, regulations, ordinances and resolutions
and other applicable documenls, environmental integrity and compatibility with
lhe surrounding land uses and other applicable documents, and etfecls on the
aesthetics of the Town.
tv.ZONING ANALYSIS
Zoning: Primary Secondary (No change in zoning is proposed).
Standard Currentlv Allowable Existinq Proposed Allowable
Lot Size
Lot 2
Lot 3
Density
Lol2
Lot 3
GRFA
Lot 2
Lot 3
Site Coverage
Lot 2
Lot 3
2 dwelling units
1 type ll EHU.
2 dwelling units
1 type ll EHU.
4,879 s.f.
5,487 s.f.
3,558 s.f.
4,774 s.l.
1 dwelling unit
1 dwelling unit
2,597 s.f.
1,750 s.f.
1,393 s.f.
1 ,183 s.f.
2 dwelling units
1 type ll EHU"
2 dwelling units
1 type ll EHU.
5,671 s.f.
4,695 s.f.
5,142 s.f.
3,190 s.f.
17,790 s.f. 25,710 s.f. (+7,920 sf)
23,870 s.l. 15,950 s.f. (-7,920 sf)
V.
*not included as a dwelling unit for the purpose of calculating density and a conditional
use subject to approval by the PEC
MINOR SUBDIVISION REVIEW CRITERIA
One basic premise of subdivision regulations is that ihe minimum standards for the
creation of a new lot must be met. The first set of review criteria to be considered
pertaln to lot area and site dimensions as specified in the Zoning Regulalions, 12-
6I)-5:
A. Lot Area
The Town of Vail Municipal Code requires that the minimum lot or site area for a
property located within the Primary/Secondary Residential zone district be
15,000 square feel of buildable area. The Municipal Code defines 'buildable
area'as any site, lot, parcel or any porlion lhereof, which does not contain
designated floodplain, red hazard avalanche, or areas in excess of 40% slope.
Both proposed Lots 2 and 3 meet the minimum lot size requirements.
B. Fronlaoe
The Town of Vail Municipal Code requires that any lot in the Primary/Secondary
Residential zone district have a minimum frontage of 30 leet. Both Lot 2 and lot
3, as proposed, would meet the minimum lot frontage requirement of 30 feet.
C. Site Dimensions
The Town of Vail Municipal Code requires that each site be of a size and shape
capable of enclosing a square area, 80 feet on each side, within its boundaries.
The applicanl's proposed resubdivision will create lots of a size and shape that
satisfy this requirement.
The second set of review criteria to be considered with a minor subdivislon
request is as outlined in the Subdivision Regulations, 13-&4, and is as follows:
"The burden of proot shall rest with the applicant to show that the
application is in mmpliance with the intent and purposes of this Chapter,
the zoning Ordinance and other pertinent regulations that the Planning
and Enironmental Commission deems applicable....The Planning and
EnvironmentalCommission shall review the application and consider its
appropriateness in regard to Town policies relating to subdivision nntrol,
densities proposed, regulations, ordinances and resolutions and other
applicable documents, environmental integrity and compatibility with the
sunounding landuses and other applicable documents, effects on the
aesthetics of the Town."
The purpose section of Title 13, Subdivision Regulations, is intended to insure that
subdivision is promoting the health, safety and welfare of the community. The
subdivision purpose statements from 13-1-2 (C) are as follows:
1. "To inform each subdivider of the standards and criteria by which development
proposals will be evaluated and to provide information as to the We and extent
of improvements required."
Staff Resoonse: One purpose of suMivision regulations, and any
development control, is to establish basic ground rules which the staff, the
PEC, the applicant and the community can follow in the public review
process. This application has been submitted according to the
requirements of Chapter 13, Subdivision Regulalions.
2. "To provide for the subdivision of property in the future without conflict with
development on adjacent land."
Staff Resoonse: The proposed plat does not create any conflict with
development on adjacent land.
3. "To protect and conserue the value of land throughout the Municipality aN the
value of buildings and improvements on the land."
Staff Response: Since there are no changes to land condilions or
development standards proposed, staff believes this proposal will not be
detrimentalto the value of land throughout Vail, nor will it be detrimental
to the value of land in the immediate area.
4. "To ensure that subdivision of property is in compliance with the Town's zoning
ordinances, to achieve a harmonious, convenient, workable relationship among
land uses, consistent with Town development objectives."
Staff Resoonse: Staff believes the proposed plat will not preclude a
harmonious, convenient and workable relationship anong land uses
consistent with the Town's development objectives.
5."To guide public and private policy and action in order to provide adequate and
efticie nt transportation, water, sewage, schools, parks, playgrounds, recreation,
and other public requirements and facilities and generally to provide that public
tacilities will have sufficient capacity to serve the proposed subdivision."
Staff Resoonse: This purpose statemenl is intended primarily to address
large-scale subdivisions as opposed to this particular proposal. Staff
does nol believe that this proposal will impacl any of the aforementioned
facilities.
"To provide for acturate legal desciptions of newly subdivided land and to
establish reasonable and desirable construction design standards and
procedures."
Statf Resoonse: This goal of the subdivision regulations will not be
impacted by the proposed plat.
'To prevent the pollution of air, streams and ponds, to assure adequacy of
drainage facilities, to saleguard the water table and to encourage the wise use
and management of natural resources throughout the Town in order to preserue
the integrity, stability, and beauty of the community and the value of the land."
Statf Resoonse: Since this proposaldoes not involve any construction or
development, it will have no immediate impact on these issues. In the
event that development is lo occur in the future on either Lot 2 or Lot 3,
the U.S. Army Corps of Engineers would be consulted with respect to the
impacts and mitigation of existing wetlands.
6.
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PLANNING and COMMUNITY DEVELOPMENT
October 16, 2000
George Ruther
Chief of Ptanning
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Re: Minor Subdivision Lots 2 and3,Block 3, Vait Village 3'd Filing
Dear George:
Included with this letter is an application for a minor subdivision to relocate the common lot line between
lots 2 and 3 and to remove a note from the current plat establishing a "no build zone."
Summary of Request
Iots 2 and 3 are currently zoned Two-Family Primary Secondary Residential which requires a minimum
lot area of 14,000 sq. ft. Lot 2 is cunently 17 ,790 sq. ft. and Lot 3 is currently 23,870 sq. ft. The owner
would like to move the common lot line between Lots 2 and 3 approximately 70' to the west making Lot
3 15,000 sq. ft. and Lot 226,660 sq. ft. in size. The owner is also requesting that the "no build zone"
designation be removed from the plat.
Background on Lots 2 and 3
In 1994 the owner of these lots applied to have the common lot line between Lots 2 and 3 moved to the
east from its original location. As part of that application and approval process, the Town staff proposed
and the Planning and Environmental Commission approved a "no build zone" designation on the plat in
order to protect a wetland area on the site. This was an unprecedented action by the Town in order to
protect a wetland area. The Town Code does not contain regulations protecting wetland areas and
therefore relies upon the Army Corps of Engineers to regulate these areas. Any impacts to wetlands must
be approved by the Army Corps pursuant to its regulations. Army Corps regulations provide a variety of
alternatives for permitting development that impacts wetlands, most notably Nationwide Permit # 29
allows for up to one{uarter acre impact to wetlands on residential lots. The application of a "no build
zone" by the Town effectively denies the owner of these lots the right to pursue mitigation altematives
provided in the Army Corps' regulations, an opportunity that has been afforded to all other properties in
this neighborhood.
Edwards Village Center Suite C-209
0 | 05 Edwards Village Boulevard
Pod Offlce Box 2658
Edwards, Colorado 8 1 632
Ph. - 970.976.7575
Fax - 970.925.7576
wwwbraunassocrates.com
The wetland areas on these lots have been characterized by biologists as low quality and therefore would
likely be allowed to be impacted by development. Development on other lots in this neighborhood has
been allowed to remove or impact wetland areas. Lot 4, located directly south of the subject lots, was
allowed to encroach upon this same wetland area. Additionally, Lot I of Block 4 was also allowed to
remove a portion of the wetland areas on-site to accommodate development. There are many other
examples throughout the Town where wetland areas have been allowed to be encroached upon based on
Army Corps regulations.
Therefore, tbe owner is requesting that the "no build zone" designation be removed from the plat and that
the owner be allowed to work directly with the Army Corps with regard to wetland issues. This action
would be more consistent with Town policy than the current plat restriction.
Zoning Analysis
GRFA
The proposed re-subdivision complies with all of the Town of Vail zoning standards. The GRFA that is
cunently allowed on l,ot 2 is 4,879 sq. ft. and Lot 3 is 5,487 sq. ft. The GRFA based on the proposed plat
is: Lot 2 at 5,766 sq. ft. and Lot 3 at 4,600 sq. ft. The existing homes on Lots 2 and 3 contain 2,597 sq.
ft. and 1,750 sq. ft. of GRFA, respectively.
Buildable Area
The proposed buildable area for [,ot 2 is approximately 25,505 sq. ft. and for Lot 3 is approximately
14,325 sq. ft.
80' x 80' Square and Minimum Frontage
Both lots comply with the 80' x 80' square provision as well as the minimum lot frontage requirerrent.
We believe you will find this application complies with all of the criteria necessary for the Planning and
Environmental Commission to grant approval.
We have included 4 redline versions of the proposed plat. We will provide a final revised plat and Mylars
prior to the PEC review.
If you have any questions, please feel free contact me at926-7575.
Lots 2 and 3, Block 3, Vail Village 3
Braun Associates. Inc.
Filing Page 2 of 2
I the Planning Staff at 479-2138
APPLICATION FOR PLANNING AND ENVIRONMENTAL
COMMISSION APPROVAL
GENERAL INFORMATION
This application is for any project requiring approval by the Planning and Environmental Commission. For specific
information, see the submittal requirements for the particular approval that is requested. The application can not be
accepted until all required information is submitted. The prgect may also need to be rorievtred by the Town Council
and/or the Design Review Board.
A. TYPE OF APPLICATION:
o
Questions? Cal
n Bed and BreaKastn Conditional Use Permittr Major or I tttinor SubdivisionB Rezoning -
n Sign Variancetr Special Dwelopment Districttr Major or tr Minor Amendment to SDD
B.DESCRIffiONOFTHEREQUEST: flA,rnar 6,bdrw,L {c flrug t.t lrn<-
o{ ^^'la Bui l.{ :.-.62.
tr
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Employee Housing Unit ffype:
Major or tr Minor Exterior Alteration
(Vail Village)
Major or Minor Exterior Alteration (Lionshead)
Variance
Zoning Code Amendment
Amendment to an Approved Development Plan
c.
D.
E.
F.
LOCATION OF PROPOSAL:LOT: ? *3 BLOCK: 3 ,,rr*6. y.; I fi llale 3d.
PHYSICAL ADDRESS:*46-< I%.ter LL"'^-
PARCEL #:(Contact Eagle Co. Assessors Office at 970-328-86'{0 for parcel #)
ZoNING: Plt,
NAMEOFOWNER(S):
MAILING ADDRESS:
PHONE:
G.
H.NAME OFAPPUCANT:
MAIUNG ADDRESS:
FEE: 5ee submittal rquirements for aryropriate fee
PLEASE IUBMIT THIS APPLICATION, ALL SUBMITTAT REQUIREMENTS
AND THE FEE TO THE DEPARTMEilT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VArL, COLORADO 81657.
PHONE: ?26:7 s75.
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Lots 2 and 3, Block 3, Vail Village 3d Filing
Adjacent Property Owner List
HERMAN. MICHAEL E. & KAREN M..JT
6201 WARD PKWY
KANSAS CITY, MO,64113
bvens LrvrNG TRUsr
NANCY R. BYERS TRUSTEE
352 A BEAVER DAN CIR
vAtL, co, 81657
brrceou, PANAYES J.
1615 CALIFORNIA ST 707
DENVER, CO,80202
I
DE VEER, ROBERT KIPP, JR & MABY L. - JT
8 EASTWIND
HfLTON HEAD, SC, 29928-5227
I
bcxwnRrznErcH, sTEVEN & ELATNE -JT
1O CLOCKTOWER LN
OLD WESTBURY, NY, 11568
httvtsxttttC
28OO SAND HILL RD 2OO
MENLO PARK, CA,94025
1
OKI, SCOTT D. & LAURIE B.
4315 HUNTS POINT RD
BELLEVUE, WA,98004
I
354 BEAVER DAM ROAD PARTNERS
% T. O'MALLEY, ARGUS INVESTMENTS INC
72 CUMINGS POINT RD
STAMFORD, CT,06902
l
KOENIG, HOWARD
7 BREAKERS ISLE
DANA POINT, CA,92629
I
POCH, KATHRYN C.
152 CANFIELD DR
STANFORD, CT,06902
llil RECEIPT_ Thc TovnofVdl
llji nrcrvsornou .z
rl
RECEIPT- Thc Ton "fvdt// l/ rDArE /1'/'/U .2oU)- Ng 51938/ .'/
11 T.DDRESS
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ll "o* PAtD-cash-c'"rk:25n By
tfv
It Town of Vall
Ilcprilment of Communlly D,evelopment
75 S. Frontage Road
Vall. CO 81057
Receipt No.
DrEJ!-tJ/LJ-AtL
make checks payable to the TowN oF vAlL
Account No.Item No.Code #CoBt Each Total
001 0000 3141110 Zonins and Addrees Mape 7A $s.00
001 0000 3141112 Uniform Buildins Code - 1997 - Volume 1&2 CB $50.9s
001 0000 314 1112 Untform Buildinq Code - 1997 - Volume 3 $60.65
001 0000 3't41112 Intemational Plumt*ng Code - 1997 CB $36.00
001 0000 3141112 lntemational M€chanical Code - 1998 CB $35.00
001 0000 314',t112 Uniform Mechanical Code -l996 $35.60
001 0000 314 't 112 Uniform Fire Code CB $36.00
001 0000 314 1112 National Eloc'trical Cod€CB $42.60
001 0000 314 1't12 Abatement of Danoerous Bldo.'s 1997 $9.95
001 0000 314 11't2 Modd EnerEy Code - 1995 $10.00.
001 0000 314 1112 AnahBie of Revieions to 1gg7 Uniform codes s't2.7s
001 0000 314 1112 Other Code Books CB
001 0000 314 1211 Blue P rlntg/lilVar Copy Fees BF $7.00
001 0000 314 1 1 11 Xerox Copies XC s0,25
001 0000 314 1't 11 Lionshead Master Plan ($1.80r$1 .60)MS $40.00
001 0000 3141't11 Studies. Magter Plans, etc.MS
001 0000 315 3000 Penalty Feeo/Re-lnsp€ctions PN
001 0000 311 2300 Plan Review Re-check Fee ($40/per hou0 PF
001 0000 315 2000 OIT Hour8 Inspection Fees OH
001 0000 312 3000 Contractors License Fees
001 (X)00 312 4@0 Slsn Application Fee SP $20.00
001 0000 312 'f000 Addfiond Sign Application Fee SP
001 00003112200 D€elon Rwiew Board Fee (Prs-paid)DR
001 0000 315 3000 Bulldino lnvdtisdon Fee PN
001 0000 240 3300 Dqr€loDar lmDrov{|rant Aoresment Ocpostt Dz-OEPI 0 AD
001 0000 312 1000 Rdtaurant Licenge fee (TOV)RL
001 00002302000 Spec. Aseess.-Restaurant Fee to Co.Dept.Rev.SA
'001 0000 201 1000 Taxable O .1.5% (Stalel - Tax Dayable TP
'001 0000 310 1100 Tuable O rt.0% {Town) - Retall Salec Tax T7
Other/Misc. -MS
001 0000 311 2500 PEC APPUGATION FEES
001 0000 311 2500 Addfional GRFA -'250"PV $200.00
001 0000 311 2500 Conditonal Us6 Permit PV $200.00
001 0000 311 2500 E$edor Afteration - Leee than 100 sq. fr PV $200.00
001 0000 311 2500 Exterlor Alteralion - More than 100 sq. ft.PV s500.00
001 0000 311 2500 Special Darolopment Diatrict - NEW PV $1.500.00
001 0000 311 2500 Special Dcvelopment Dietric't - Maior Amend PV $1.000.00
001 0000 311 2500 Special Dwelopment District - Minor Amend PV s200.00
001 0000 311 2500 Subdivision F€€s PV aq).@<_
001 0000 311 2500 Variance PV $2s0.00
001 0000 311 2500 Zoning Code Amendmenb PV $250.00
Re-Zonins PV s200.00
(x)l 0000 319 3100 Greenstar Program
Other -MS
TOTAL:
Comm€nb: 3, ' ,/) 4 4
t tLL'l 4-a- F/<-l&t<t<--t-r^
Carh_ MoneyOder#Recefved -;fu,Check #
I
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_pEc, llnll$fct FEE I €se.fi iPU tXBffiIf{ ASOCIATES
IB{D€R DEIAILq{ ?579 |e5e.e0
i8ift 1,9il1* IIr€: 13116:57.*
sfin{T TilrEnEo ias6:ii
IISI{ YIITJ Ft]R YilN PflYI€}{TI
354 BEAVER DAM ROAD PAFTNERS
7O T-. O'MALLEY, ARGUS INVESTMENTS INC
72 CUMINGS POINT BD
STAMFORD, CT,06902
gYFRs LtvtNG rRusr
I1N9Y R. BYERS TRUSTEE
3.q2 A _BEAVER DAN CtRvAlL, co, 91657
KOENIG, HOWARD
7 BREAKERS ISLE
DANA POINT, CA,92629
DIKEOU, PANAYES J.
1615 CALIFORNIA ST 707
DENVER, CO,80202
Post Ofi€c Bo>( 2658
Edmrdr Colorado 81632
BAI/BMUN ASSOCIATES, INC.
PLANNING .nd COMMUNTTY DEVELOpMENT
DE VEER, ROBERT KIPP, JR & MARY L. - JT
8 EASTWIND
HTLTON HEAD, SC, 29928-5227
SCHWARTZREICH, STEVEN & ELAINE.JT
1O CLOCKTOWER LN
OLD WESTBURY, NY, 11568
RIMSKIINC
28OO SAND HILL RD 2OO
MENLO PARK, CA,94025
OKI, SCOTT D. & LAURIE B.
4315 HUNTS POINT RD
BELLEVUE, WA, 98004
HERMAN, MICHAEL E. & KAREN M..JT
6201 WARD PKWY
KANSAS CITY, MO, 641 13
HIS ITEM MAY AFFECT YOUR PRO
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on November 13, 2000, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideralion of:
A request for a variance from Section 12-84-5 of the Vail Town Code ("Lot Area and Siie
Dimensions") and a request for a minor subdivision, to allow for the creation of two legally
platted 'Agriculture & Open Space" zoned tracts of land, located at 615 Forest Road / a cunently
unplatted tract of land located in the North % of Section 7, Township 5 South, Range 80 West of
thd 6th P-M.
Applicant: The Vail CorporationPlanner: Brent Wilson
A request for a minor subdivision to allow for the relocation of the common lot line, located at
363 and 383 Beaver Dam Road, Lots 2 & 3, Block 3, Vail Village 3'o Filing.
c
PERTY
Applicant:
Planner:
A request for a final review for a minor subdivision, to allow for the reconfiguration and replatting
of two existing lots and the rezoning of Lots 15 & 16 from Agriculture Open Space and
Primary/Secondary Residential to Natural Area Preservation and Primary/Secondary Residential,
located at 3886/3896 Lupine Drive/Lots 15 & 16, Bighom 2no Addition.
Applicant: Wilson Family Trust, represented by Jay Tschimer, First Land Development, LLCPlanner: George Ruther
A request for a minor amendment to an approved development plan (SDD #35), to allow for a
reduction in the number of parking spaces (and the conversion of these spaces into common
storage) at the Austria Haus parking garage, located al242 Easl Meadow Drive/A part of Tract
C, VailVillage 1s Filing.
Applicant: Austria Haus Condo AssociationPlanner: George Ruther
A request for a minor subdivision, to allow for ihe creation of two tracts, located at 1778 Vail
Valley Drive /^a cunently unplatted tract of land within Section 9, Township 5 South, Range 80
West of the 6"' P.M. directly north of Lot 3, Sunburst Filing 3 within the Vail Golf Course.
Applicant: Vail Junior Hockey Association, Vail Recreation District, Town of VailPlanner: Brent Wilson
A request for a minor subdivision, to allow for the vacation of lot lines, located at Lots 1-4, Block
H, Vail das Schone Filing 2.
Applicant: Town of Vail, represented by Nina TimmPlannen Allison Ochs
A request for a minor subdivision, to allow for the division of a tract of land into two lots, and a
request for a rezoning from Residential Cluster District to Two-Family Primary/Secondary
Residential District, located at 1552 Matterhorn Circle/SW % of Section 12, Township 5 South, t,
Range 81, West of the 6th Principle Meridian. ., , ,,1 2, I t *t<ange 61, West ot the 6"' Pnnciple Meridian. .,, ,rL -, t d " ,
Appricanr: David G. Hlb t f y:J'tii lro lrcPlanner: BillGibson ,fui*) ( .. ,'.Hd/ 7F''
John L. TylerJr., represented by Braun and Associates
Ann Kjerulf
A requesl for a site coverage variance (Section 12-7A-9) and setback variance (12-74-6), Vail
Town Code, to allow for a new front entry to the Mountain Haus, located al292 E. Meadow
Drive/Lot 5, Part of Tract B, Vail Village 1' Filing.
Applicant: Mountain Haus, represented by Fritzlen Pierce ArchitectsPlanner Bill Gibson
A request for a recommendation to the Town Council for the adoption of two view conidors
within Lionshead, as ideniified within the Lionshead Redevelopment Master Plan. View Conidor
1 is located approximalely at lhe main pedestrian exit looking southwest towards the Gondola lift
fine. View Corridor 2 is located approximately from the pedestrian plaza at the east end of the
Lifthouse Lodge looking south up the Gondola lift line. A more specific legal description of the
lwo view conidors is on file at the Community Development Department.
Applicant: Town of VailPlanner: Allison Ochs
A request for a worksession lo amend the zoning regulations to allow for the creation of a new
zone district, the Housing Zone District.
Applicant: Town of VailPianner: Allison Ochs ,:r
A request for a work session to discuss the establishment of a Special Development District and
a conditional use permit to allow for the construction of a new conference facility/hotel/fractional
fee unit club and Type lll employee housing units at 13 Vail Road / Lot A, B, C, Block 2, Vail
Village Filing 2.
Applicant Doramar Holels, represented by the Daymer Corporaiion
Planner: Brent Wilson
The applications and information about the proposals are available for public inspection during regular
office hours in the project planne/s office, localed at the Town of Vail Gommunity Development
Department, 75 South Frontage Road. The public is invited lo attend project orientation and the site
visits that precede the public hearing in the Town of Vail Community Development Department.
Pfease call 479-2138 for informalion.
Sign language interpretation available upon requesl with 24 hour notification. Please @ll 479-
2356, Telephone for the Hearing lmpaired, for informalion.
Community Development Department
Published October 27, 2000 in the Vail Trail.
Er -*um 11 : 34 FHil: wlt{flArEs
PmpoeodPhlNorc:
Prior to cousEucthr oo lhcss trrpstiee, dl rpplicablc derclopfltent p@riu chrll bc obtri&d
&rqn du Town of Vril rnd, if applicablo, lho U.S, Aruy Corpe of Engineert'
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OCIATES
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TO:
FROM:
DATE:
SUBJEGT:
MEMORANDUM
Planning and Environmental Commisslon
Gommunity Development Department
February 14, 1994
A request for a minor subdivision located at 363 Beaver Dam Road and
383 Beaver Dam Circle/Lots 2 & 3, Block 3, VailVillage 3rd Filing.
Applicant:
Planner:
John Tyler/John Tyler, Jr./Robert Tyler
Mike Mollica
r. pEscRrPTloN oF THE REOUEST
The applicants are proposing a minor subdivision in order to relocate a common property line
between Lots 2 and 3, Block 3, Vail Village 3rd Filing. The applicants proposs to relocate the
property line 30 feet to the easl, thereby reducing the size of Lot 2 and increasing the size ol
Lot 3. Both Lots 2 and 3 are zoned Primary/Secondary Residential, which requires a
minimum lot size of 15,000 square leet of buildable area.
By shifting the common property line 30 feet to the east, Lot 2 would be decreased by
approximately 3,979 square leet. Cunently, Lot 2 consisls of 21,767 square feet. Wth this
minor subdivision, Lot 2 would be reduced lo 17,788 squar€ feet. Conversely, Lot 3 cunently
consists of 19,894 square leet. This minor subdivision would increase he size of Lot 3 to a
totaf of 23,873 square feet.
In order to accomplish the proposed minor subdivision, the applicants have located the
proposed lot line in such a manner that each new lot would meet the minimum lol size
requiremenb in the Primary/Secondary Residential zons district (15,000 square feet of
buildable lot area). Additionally, the proposed minor subdivision would not create a
nonconlorming situation, with regard to building setback requirements, site coverage, GRFA or
numbers of units, for the existing development on each lot. The net result of thls mlnor
subdlvlslon ls that there would be a reductlon of 397 squaro feet of GRFA for Lot 2' and
an lncrease of 397 square leet of GRFA avallable to Lot 3. No additlonal unlts are
requ$ted.
II. BACKGROUND AND HISTORY
The subdivision plat creating Lots 2 and 3, Block 3, Vail Village 3rd Filing was approved by
the Eagle County Board of County Commissioners in 1965. The Beaver Dam, Forest Road,
and Rockledge Road neighborhood was part of the original 'Town of Vail" when incorporated
in 1966 and was zoned'Residential" when the Town established its first comprehensive
zoning regulations in 1969. The allowed uses within the Residentialzone district included
single family dr,vellings and two family dwellings. lt was not until 1977, that the Town
a'
amended the zoning regulations to create the Primary/Secondary Residential zone district. lt
was at this time that all of the lots along Beaver Dam Road, Beaver Dam Circle, Forest Road
and Rockledge Road were zoned Primary/Secondary Residential.
III. ZONING ANALYSIS
Site Coverage: 4,353 sq. ft.
Units:
GRFA:
Units:
GRFA:
Allowed
2
5,277 sq.ft.
Allowed
2
5,090 sq. ft.
Lot 2
Existinq
1
2,597 sq. ft,
1,393 sq. ft.
Lot 3
Existino
1
1,725 sq. ft.
1,183 sq. ft.
Proposed
2
4,880 sq. ft.
3,558 sq. ft.
Prooosed
2
5,487 sq. ft.
4,774 sq. ft.
'g!@9.
0
-397 sq. ft.
-795 sq. ft.
*D,lfference'
0
+397 sq. ft.
+795 sq. ft.Site Goverage: 3,979 sq. ft.
* Ditference = Proposed - Allowed
IV. MINOR SUBDIVISION CRITERIA
One of the basic premises of subdivision regulations is that minimum standards for a new lot
must be met. These standards typically Oeatwim minimum lot size, lot configuration, etc. As
"
r"iul, these standards establisli the iirst set ol review criteria to be considered with this
application:
A. Lot Area
The Town of Vail Municipal Code requires that the minimum lot or site area for a
property located within the Primary/Secondary Residentialzone.district be 15'000
sqiareieet ol buildable area. The Municipal Code defines "buildable area" as any
iite, lot, parcel or any portion thereof, which does not contain designated floodplain, ,
red-hazard avalanche,'or areas in €xcess ol 4C'h slope. Both proposed Lots 2 and 3
meet the minimum lot size requiremenls and will be verified by the applicant's surveyor
beforo th€ minor subdivision plat is signed by the Town'
2.
The recommendations section of the wetlands analysis states that "such development
Should, however, leave a butfer of vegetation between the wetlands and disturbed
areas to protect the wetlands from degradation that could be caused lrom excavation
or increased erosion from adjacent areas." Further discussions with Loren Hettinger,
SeniOr Ecologist with Dames and Moore, revealed that the wefands assessm€nt was
conducted in a very conservative manner, given the snow depth on the property at ths
time the analysis was completed. Mr. Hettinger felt that his "conservative assessment"
has produced a mapped wellands which is most likely a larger area then would be
iOEniitied for this site without snow cover. Additionally, Mr. Hettinger indicated that this
"buffer of vegetation" should be approximately 10 feet on either side of he mapped
wetlands area.
The staff and the applicant both agree that an 3d!I!!.@l wetlands analysis should be
conducted in the late spring or early summer, when lhere is no snow on th€ ground'
The applicant also agrees that they would not have the final plat signed and recorded
until such time as tlris additional environmental study can be completed, Once
completed, the applicant agrees to designate a'no build" area on the final plat to
furth'er ensure thai no development would occur in the wetlands and wetlands buffer
areas of the site.
To provide for the subdivision of property in the future without conflict with
development on adjacent land.
Staff Resoonse:
While Lots 2 and 3 were originally platted in 1965, prior to incorporation into the Town
of Vail, Town zoning has guided development in this area for the past tvventy yoars.
The proposal's compliance with the current development standards implies consistency
with ihe'Town's overall development objectives. The proposed "no build" locations
create buffers which will limit impacts on the site's identified wetlands.
To protect and conserve the valu€ ol land throughout the municipality and tha value of
buildings and improvements on the land.
Staff Resoonse:
The value ol a lot, and to a greater extent tho value of a neighborhood, is in large part
dependent on the level and type of development within it. Staff believes that this
pr6posal's compliance with the cunent development standards, as well as the 'no
build' restrictions for buitding locations, demonstrate that this proposal will not be
detrimental to the value of land throughout the Town, nor in the immediate
neighborhood.
3.
4
B. Frontaqe
The Vail MunicipalCode requires that any lot, in the Primary/Secondary Flesidential
zone district, have a minimum lrontage of 30 feet. Both of the proposed Lots 2 and 3
would be able to meet the minimum lot frontage requirement of 30 feet.
C. Site Dimensions
The Vail Municipal Code requires that each site be of a size and shape capable of
enclosing a square area, 80 feet on each side, within its boundaries. The applicant's
proposed resubdivision will create lots of a size and shape which meet the 80 square
foot regulation.
The second set of criteria to be considered wilh a minor subdivision request are outlined in
Section 17.16.1 1 0 of the Vail Subdivision Regulations, and are as follows:
"The burden of proof shall rest with the applicant to show that the application is
in compliance with the intent and purposes of this chapter, the zoning
ordinance, and other pertinent regulations that the PEC deems applicable. Due
consideration shall be given to the recommendations by public agencies, utility
companies and other agencies consulted under Section 17.16.090. The PEC
shall review lhe application and consider its appropriateness in regard to Town
policies relating to subdivision control, densities proposed, regulations,
ordinances and resolutions and other applicable documenls, eflects on the
aesthetics of the Town, environmental integrity and compatibility with
surrounding uses."
Some of the key aspects of the above statement refer to "compliance with the intent and
purposes of this chapter..., ... environmental integrity and compatibility with sunounding land
uses," etc. The applicant has addressed the environmental integrity issues in a wetlands
analysis, completed by Dames and Moore (January 21 , 1994). Overall, the purpose section is
intended to insure that a subdivision is promoting the health, satety and welfare of the
community. The subdivision purpose statements are as follows:
1. To inform each subdivider of the standards and criteria by which development and
proposals will be evaluated and to provide information as to the type and exlent of
improvements required.
Staff Response:
One ol the underlying puposes of subdivision regulations, as well as any development
control, is to establish basic ground rules with which the staff, lhe PEC, applicants, and
the community know will be followed in the public review process. During the staff's
analysis of the applicanfs proposed minor suMivision, the staff identified a potential
wetlands area that straddles the common boundary between Lots 2 and 3. Because of
this factor, the stalf requested that the applicant complete a wetlands analysis which
would specifically identify and map the wetlands area. This wellands analysis is
attached to this memorandum for the PEC'S information'
4.To insure fiat subdivision of propefi is in compliance with the Town's zoning
ordinance, to achieve a harmonious, convenient, workable relationship among land
uses, consistent with municipal development objectives. Stafl does not believe that
platted building envelopes are necessary on these lots, as we feel that ths existing
setback regulations, the required review of future development by the Design Reviiw
Board, and the "no build" wetland area, provide ample environmental protection.
Staff Response:
Both ol fire proposed lots comply with the Town's zoning ordinance and are
additionally restricted in such a manner ("no build" areas) that subsequent
develOpment will achieve a harmonious, convenient, workable relationship among land
uses, consistent with municipal development objectives. Statf does not believe that
platted building envelopes aro necessary on these lots, as we feel thal the existing
setback regulations, coupled with tre 'no build" wetland area, provides ample
environmental protection.
To guide public and private policy and action in order to provide adequate and efficient
fansportation, water, sewage, schools, parks, playgrounds, recreational and other
public requirements and facilities and generally to provide that public facilities will have
sufficient capacity to serve the proposed subdivision.
Staff Resoonse:
This purpose of the subdivision regulations is intended primarily to address large scale
subdivisions as opposed to this particular proposal under consideration. We do not
believe that this proposal will impact any of the above facilities.
To provide for accurate legal descriptions of newly subdivided land and to establish
reasonabls and desirable construction design standards and procedures.
Staff Resoonse:
This is an inherent goal of the subdivision regulations that has little specific reference
to this particular application.
To prevent the pollution of air, streams, and ponds, to assure adequacy of drainage
facilities, to safeguard the water table and to encourage the wise use and management
of natural resources throughout the municipality in order to preserve the integrity'
stability, and beauty of the community and the value of the land.
Staff Resoonse:
The staff feels comfortable with the applicant's proposal to review the wetlands areas
of ths site, once the propefi is free from snow. The identified wetland area would
tren be protected by the use of a "no build' area which would be designated on the
final plat. This "no build" area would also include the 10-foot buffer on both the east
and west sides of the wetland boundary. ThE staff believes that these development
5.
6.
7.
limitations would adequately mitigate the initial concerns that stafl raised regarding the
wetlands on the property.
V. STAFF RECOMMENDATION
Ths staff is rscommending approval ol tho applicant's reguest for a minor suMivision. We
believe that the applicant has met the review criteria as outlined in Section lll of this
memorandum. The statf recommendation for approval canies with it the following conditions:
1. That prior to the Town's signature on the final plat, that the minimum lot size
requirements for both Lots 2 and 3 be verified by a registered surveyor'
2. That prior to the Town's signature on the final plat, that an updated
environmental assessmenl be conducted and that said assessment shall occur
on the site when it is free of snow, and that the "no build" area identified on the
plat reflect that of the wetlands area and the 1o-foot buffer on both the east and
west sides of the wetland boundary. lf the wetlands area is greater than
indicated on the cunent Dames and Moore map, the project would be required
to return to the PEC for reconsideration.
clpecvn.m6\M.r21,1
I I25 SEVENTEENTH STREET, SUITE I2OO, DEIIWER, COLORADO 80202.2027
(303) 294-9t00 FA* (303) 299-790r
January 21,1994
Community Development
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Attn: Ms. Shelley Mellow
Re: Wetland Analysis - Tyler-Minor Properties, Lot 2 and T-ot 3
363 Beaver Dam Road and 383 Beaver Dam Circle
Vail Village
Dear Ms. Mellow:
The above-referenced property was inspected on
wetlands occur on the site. This inspection was
I t^ ^---*G. I lArrDo ,S- [nr\r\DEIY |.\J \-' I\ T.i
I:ngenwalter.
This analysis must be considered preliminary because of snow, which covered most understory
vegetation. Therefore, shrubs were used to indicate potential wetland areas on the properties.
The results of the field inspection are provided in the attached letter report.
Please contact me at L-299-7836 if you have questions on the information provided herein.
Sincerely,
cc: I. L. Tyler
D. Peel
LRlf:ncar
t:\'rl\rylcNrtrol
Rts0 JAN 2 [$e[
File: 02442-050
January 19, 1994, to determine whether
conducted with David Peel of Peel and
Enclosure
OFFICES WORLDU/ITJE
PRELIMINARY WETLAND ASSESSMENT
TYLER.MINOR PROPERTIES
Field Inspection Results
The Tyler-N{inor properties that are adjacent to Beaver Dam Road in Vail, Colorado, were
inspected on January L9, 1994, to determine if wetlands occur on the sites, and to indicate the
approximate extent of wetlands. Because of extensive snow cover, exact locations of wetland
boundaries could not be determined. However, the presence of wetlands were indicated by plant
species that were evident, and usually occur in wet areas.
It appears that water crosses the property from south to north in conjunction with drainage from
Beaver Dam Road. This area is marked by a stand of willows (Salix spp.) that vary in width
from 15 to 30 feet. Several reiosier dogwood (Comus stolonifera) and alder (Alnus tenuifulia)
shrubs occur near the road, and along with tall larkspur @elphininn barbeyil also indicate
wetland conditions in this area of the property. Blue spruce (Picea pungens) are scattered
between the two properties, as well as near the lromes, and vary in diameter at breast height
(DBH) from approximately 6 to 18 inches.
Recommendations
The location of the willow-dominated wetland is shown on the attached map and occurs on the
property line between the two lots. Moving the property line to the east would not affect the
wetlands, and a different setback-development plan could be developed on both properties if so
desired without affecting the rvetlands. Such development should, however, leave a buffer of
vegetation between the wetlands and disturbed areas to protect the wetlands from degradation
that could be caused from excavation or increased erosion from adjacent areas.
i$.\\t$$
I
I
Platc l. Looking cast across willorv-dorninated area
along propcrty linc.
.i,t. q!
:i',,1
I']latc 2. Looking south along propcrty line. Although
scattered ncar thc bluc spruce trec, thc rvillows primarily
occur along the propcrty linc.
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I125 SEVENTEENTH STREET, SUITE 1200, DENVER, COLORADO 80,02-2027
(303) 294-9100 FAX: (303) 299-7901
May 27,1994
IvIr. Mke lvlellica
Community Development
Town of Vail
75 SouthFrontageRoad
Vail, CO 81657
RE: Wetland Analysis - Tylcr-Mhor Properties,
I-ots? & 3, 363 Beaver Dam Road and 383 Beaver Dam Circle,
Vail Village.
}JlA'f
10\' c0\l\l{\' DE\l' 0[?1'
Frle: 28127-001-050
DearMr. lvdlica:
A summer wetland sunrey was conducted on the above referenced property on lvlay 19, l994,to
update the preliminary survey that was conducted in January ofthis year .
Three copies ofthe report documenting the results ofthe survey are enclosed for your review.
Please contact me at (303)299-7836 ifyou have questions on this report.
Sincerely,
LH:mdh
P:\tylerklcu.lb
CC: T. Tyler - I
D. Peel - 2
OFFICES VORLDWII)E
VYnTT,exI DELINEATION
Tvlpn-Mnron Pnopnnrrps
VHt,, Cor,oneoo
BACKGROITNI)
The Tyler-Mrnr properties that are adjacent to Beaver Dam Circle in Vail" Colorado (Lots 2 and 3)
were initially inspected on lanuary 19, 1994, to daerming on a preliminary basis, the ortent of
wetlands. A report on this field inspection was sent to Ms. Shelley Mellow at the Town of Vail,
Community Development on January 21, 1994.
Additional data was obtained on the properties on May 19, 1994, to supplement the preliminary
assessment and to more definitively locate the wetland boundaries using U.S. Amry Corps of
Engineers (COE, 1984 guidelines. Data was obtained on plant species, soils, and hydrology, and
waland-upland bourdaries were marked with *rvey flagging and wooden stakes. The percent cover
of each plant species was estimated and the change in the species from wetland to non-wetland was
noted. Soils data was then obtained including color (Munsell Color Chart), mineral verses organic
compositioq and relative moisture content. Hydrologic observations included widence of past
sr&ce flow, aswdl as presence or absence of zubsurface water in tle soils. The wetlands area was
also located on plat maps of the properties.
RESI'LTS
Vegetation and soils that are indicative of wetland conditions were observed between the two
properties (Figure l.). This wetland area is dominated by shrub vegetation ofwillow (,Sallx
planifoliQ, honeysuckle (Lonicera monowii), and bog birch (Beula glandtlosa), with scattered
Colorado blue spruce (Picea ptngens) (Table 1). Prominent under story species include larlspur
(Delphiniun fubeyi), horsetail (Eryisetum (IlWpochaete) hyemalis), cow parsnip (Heracleum
splnndylium), wintergreen (Pyrola asuifolia) and sedge (Cr* spp.). Except for larkspur, cow
parsnip, and wintergreeq these species are either obligate or facultative to wetland conditions
(Reed 1988).
Soils also indicate that wetland conditions are pronounced in this area" and although mineral,
contain a high proportion of organic matter, were mois! and generally a dark grey or black color
(Table 1). In several instances, the soil profile contained mottles (Table 1, Site 7) which indicates
a fluctuating water table. Non-wetland sites on the property (e.g., Site 2) are dominated by
bluegrass (Pu spp.), wild strawberry (Fragaria ovalis), Wood's Rose (Rosawodsii), dandelion
(Truaam fficioruIe'), and currant (Ribes spp.). Soils were mineral, moderately well drained
and of a dark reddish brown color (Munsell color 5 YR 3/2). Photos of the area investigated are
provided inPlates I. and2.
TTIIR\Rr 0527194 (l23tFlP
Teble 1.
Plent Species Composition (prcsent cover) end Soil Color of Wetlend Aree Srmple Sites
WcthndIndhrtbnr
Facultative
Facultative
ldeadow rue Facultative
Facultative wet
Facultativc
Facrltative
aleriana occideirtalis
Facultative
Facultative
Wood's rose
Sedgp (Cacx spp.)
Obligatirrc -Facultative
wet
Facultative wct
Facultative wet
5YR2^,
sYR 3t2,Dark reddish brom
matrix with 5YR 5/6,
5YR4l2,Da*rcddish gr€y
matixd5YR5E,
! Catagories followReed (1988):
Obligate = Almost always occr.us in wetlands (90%)
Facultative Wet = Usually occrus in wetlands (67-99%)
Facultative = Equally lilcely to occur in uplands or wetlands
Facultative Upland = Uzually occurs in uplands
TYLER\RI 0527D1 (r2:4{)!mlP
soILcol,oR
CONCI,USIONS/RECOMMENDAIIONS
Based on the characteristics observed in the field, jurisdictional wetlands occur between the two
properties from south to nortll and along the north and south property boundaries (Figure l.).
These wetlands have developed in conjunction with zurface and subsurface water flows that are
channeled across from Beaver Dam Road onto the property. The wetlands area varies in width
(east to west) from approximately 16 to 65 feet along the property boundary, and extend to the
north approximately 88 feet along this line (Figure 1.). A nanow band, approximately 10 feet
wide, also ortends east along Beaver Dam Road" probably in response to runofffrom the paved
surbce. Wetlands ortend along the northern boundary of the properties @igure l.).
Dweloprnent should not be planned for the area that has been delineated as jurisdictiond
wetlands, so that a Section 404 (Clean Water Act) permit is not required. It[oreover, a l0-foot
buffer should be maintained between dwelopment and wetlands to minimize any impacts, such as
sedimentation from excavation activities to enter into the wetland area.
REFERENCES CITED
U.S. Army Corps ofEngineers (COE). 1987. Corps of Engineers wetland delineation manual.
Waterways Experiment Statioq COE, Vicksburg MS. Tech Rpt. Y-87-1.
Reed, P. B., Ir. 1988. National list of plant species that occur in wetlands: National summary.
National Wetlands Inventory, U.S. Fish and Wildlife Service. U.S. Department of the Interior.
Biol Rpt 88(24), Research and Development Washingtoq D.C.
TrLER\RI 0t/27l9a (l23tpmlP
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Plate l. Wetland vegetation of willow and bog birch with blue spruce.
Plate 2. Wetland GiCht) - upland (left) boundary on Tyler - Minor property.
riL[ f;ffPy
Allison Lassoe said that the decks over Garfinkle's were a problem. She stated that
the addition lacked coherency.
Dalton Williams stated he was concerned with the overhang on the north side and thal
he would like to see these overhangs stepped back. He said that a one story addition
on the lower level could work and would look better in terms of mass. He said that he
was not in favor of the small deck. He did not want to see the wall jut out. He said
that adding a deck on top of Garfinkle's does make sense.
Kathy Langenwalter stated that she was concerned with the north elevation. She said
that the decks need lo be more compatible with the existing building. She stated that
the proposed additional mass and bulk at that height is not appropriate.
Bill Pierce stated that he would discuss different options with the applicant and get with
staff.
A request for a minor subdivision located at
t-ots 2 & 3, Block 3, VailVillage 3rd
7.
Kathy Langenwalter stepped down from the PEC due to a conllict of inlerest, and Greg
Amsden was chairperson for this item.
Mike Mollica made a presentation per the staff memo. He stated that staff believes this
request meets the purpose section of the Subdivision Regulations. He said that staff
recommended approval of this request for a minor subdivision with the two conditions
ouflined on Page 6 of the staff memo. Mike stated that by going through this minor
subdivision process that a nonconlorming situation would not be created.
Don Byers, an adjacent property owner, stated that he supported this request for a
minor exterior alteration.
Diana Donovan made a motion to approve the minor subdivision per the staff memo
with the two conditions of approval as recommended by staff. Dalton Williams
seconded the motion and a 6-0-1. vote approved this item.
A request for a minor exterior alteration and a sile coverage variance to allow for an
enclosed trash and grease dumpster at the southwest corner of the Gore Creek Plaza
Building, specifically located at'193 Gore Creek Drive/Part of Block 5-8, VailVillage 1st
Filing.
Applicant:
Planner:
Applicant:
Planners:
John Tyler/John Tyler, Jr./Robert Tyler
Mike Mollica
Charles Rosenquist, represented by Kevin Clair and Tom
Armstrong
Randy Stouder
Hrming md Enyhonm€ntal Commisliol
F.brurry 14, lo94 13
#F Deurs & Moonp
1125 SEVENTEENTH STREET, SUITE I2OO, DENVER, COLORADO 802U2.2027
(303) 294-9100 FAX: (303) 299-7901
January 21,1994
Community Development
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Attn: Ms. Shelley Mellow
Re: Wetland Analysis - Tller-Minor Properties, Lot 2 and Lot 3
363 Beaver Dam Road and 383 Beaver Dam Circle
Vail Village
Dear Ms. Mellow:
The above-referenced prcperty was inspected on January 19, 1994, to determine whether
wetlands occur on the site. This inspection was conducted with David Peel of Peel and
I:ngenwalter.
This analysis must be considered preliminary because of snow, which covered most understory
vegetation. Therefore, shrubs were used to indicate potential wetland areas on the properties.
The results of the field inspection are provided in the attached letter report.
Please contact me at l-299-7836 if you have questions on the information provided herein.
Sincerely,
I. L. Tyler
D. Peel
LnH:Dco
p: kriltytrrurtol.
s$D JAN 2 4-$e+
File: 02442-050
Enclosure
OFFICES V/ORLDVIDE
+ Deuns & Moonn
PRELIMINARY WETLAND ASSESSMENT
TYLER-MINOR PROPERTIES
Field Inspection Results
The Tyler-Minor properties that are adjacent to Beaver Dam Road in Vail, Colorado, were
inspected on January 19, 1994, to determine if wetlands occur on the sites, and to indicate the
approximate extent of wetlands. Because of extensive snow cover, exact locations of wetland
boundaries could not be determined. However, the presence of wetlands were indicated by plant
species that were evident, and usually occur in wet areas.
It appears that water crosses the property from south to north in conjunction with drainage from
Beaver Dam Road. This area is marked by a sknd of willows (Salix spp.) that vary in width
from 15 to 30 feet. Several redosier dogwood (Cornus stolonifera) and alder (Alnus tenuifolia)
shrubs occur near the road, and along with tall larkspur (Delphinium barbeyi) also indicate
wetland conditions in this area of the property. Blue spruce (Picea pungens) are scattered
between the two properties, as well as near the homes, and vary in diameter at breast height
(DBH) from approximately 6 to 18 inches.
Recommendations
The location of the willow-dominated wetland is shown on the attached map and occurs on the
property line between the two lots. Moving the property line to the east would not affect the
wetlands, and a different setback-development plan could be developed on both properties if so
desired without affecting the wetlands. Such development should, however, leave a buffer of
vegetation between the wetlands and disturbed areas to protect the wetlands from degradation
that could be caused from excavation or increased erosion from adiacent areas.
Plate 1. Looking east across willow-dominated area
along property line.
Plate 2. Looking south along property line. Although
scattered near the blue spruce tree, the willows primarily
occur along the property line.
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TOIdN NF?VHIL COM-DEV I D :303-479 -2452
300.176.1506
voll, co 0165C
FEB 07
o '94 13 :58 No .005 P.01
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TOIJN OF VHIL COM-DEV 03-479-2452
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DATE RECEIVED BY
COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION FOR
MINOB SUBDIVISION REVIEW
CHAPTER 17.20 VAIL MUNICIPAL CODE
(4 OR FEWER LOTS)
(please print or type)
A.APPLICANT JOHN L. TYLBR, JOHN L. TYLER, JR. AND ROBERT L. TYLER
2552 E. Alaneda.
MAILING ADDRESS
#37, Denver, C0 8020opHONE 3O3-32L-O29L
PROPERW OWNER JOHN L. TYLER, JOHN L. TYLER, JR. AND ROBERT L. TYLER
OWNER'S SIGNATURE
MAILING ADDRESS Applicant address above.pHONE Applicant above.
c.LOCATION OF PROPOSAL (street address)363 Beaver Dan Rd. and 383 Beaver Dan Cir.
LOTS 2 and 3 BLOCK SUBD1V1SION Vail Village 3rd Filing
D.
E.
FEE $2s0.;), o,, M %',flT"r=u r--153t, ^uTheYirst step is to request a meeting with the zoning administrator to assist the
applicant in meeting the submittal requirements and to give the proposal a preliminary
review.
F. SUBMITTAL REQUIREMENTS
1. The applicant shall submit three copies, two of which must be mylars, of the
proposal following the requirements for a final plat below. Certain of these
requirements may be waived by the zoning administrator and/or the Planning
and Environmental Commission if determined not applicable to the project.
2. A list of all adjacent property owners (including those behind and across the
strse| WITH COMPLETE ADDRESSES shall also be submitted. ln addltlon,
submlt addressed, stamped envelopes tor each of the above.
3. Title Report verifying ownership and easements. (Schedules A & B)
4. An environmental impact report may be required as stipulated under Chapter
18.56 ot the zoning code.
5. FINAL PI.AT - REQUIREMENTS AND PROCEDURE:
(Some of these requirements may be waived.)
a. The subdivider shall submit four copies of the final plat, two of which
shall be mylars, twelve copies of the final EIR (if required) and any
adclitional material as required below. Wittlin thirty days of receiving the
complele and correct submittal for a final plat, the zoning administrator
shall cause a copy of a notice of the time, place and general nature of
the hearing and proposal to be published in a newspaper of general
circulation in the Town of Vail at least fifteen days prior to said hearing.
Also, adjacent property owners to the proposed subdivision shall be
notified in writing at least seven days prior to the public hearing.
|nld rotcl
DA.IE
COMMUNITY DEVELOPMENT
NECEIVED BY
DEPARTMENT
APPLICATION FOR
MINOR SUBDIVISIOH REVIEW
cHApTEn 17.20 vAlL trluNlclPAt COOE
(4 oR FEWEF LorS)
(please prlnt or type)
A.AppLtCANT .loHN L- TYLER, JOHI{ L.TYI,ER, ..iR. AND ROBERT L. TYLER
2552 E, Alanteda,
lrrAlLlNG AUDRESS
B.PHOPERTY JOHN L. TYLER, JOHN L.
OWNER'S SIGNATU
#J7, Denver, C0 80209pHONE 303-321-0291
ANI] ROBNRT L. TTIER
{
MAILING ADORESS A eant address above.r pHONE AppIir:ant ahove.
o.L@ATION OF PROPOSAL (stroet address)363 Eeavel Dsn Rd. and 383 Bea'.'er Dan Clt
Lors- 3 3lj_BLocK_l _sueDrvrstoN Vatl \iiLIaBe 3rd Filing
D,
E.
....\qeg $bso.oo) P^D-A-? a-_cHEcK
The'{lrgt step.l! to requsst a meeting wlth the zon
F.
applicant In meetlng the submlttal requirements end to givo ihe proposal a prBlimlnary
rgvlew.
SUBMITTAL FEOUIHEMENTS
1. The appllcent shall submit threo copies, two of which rnust bs mytars, of the
proposal following the requiremente tor a linal plat betow. CEnaln of these
requirumants may be walved by the zonlng adrninlstrator and/or the planning
and Environmental Commisslon lf deterrnined not appticable to the project.
2. A liet of all adjacent property owners (hctuding rhose behind and across the
street) WITH COMPLETE ADOBESSES shail also be submitted. In addtilon,
tubmlt eddressed, $tamped envelopes for eaeh of tho above.
3. Title Fleport vEritying ownorship anct easemenlS. (Schedutes A & B)
4. An environmental lmpact report rnay be requlred as stiputated Undgr Chaptsr.|8.56 of the zonlng code.
S. FINAL PI.qT, REQUIBEMENTS ANO PROCEDUFE:
(Some of thsse requirements may be watved.)
a. The subdlvider shall submlt four coples ot the ftnal plat, two of which
shall be mylars, twelve copies of the final EIB iif requir€d) and any
a*lltional material as required bolow. Within thirty days of receiving thE
complete and conect submlttal lor a llnal plat. lhe zoning qdministrator
shall cause a copy ci a notice of the tirne, place and generai naturE of
the hearing and prroposal to bo pubiished ln a newspaper of general
circulation In ths Town of Vail at teast lifteen days prior to said hcarlng,
Alm, adjacenl proporty own€rs to the proposod subdivislon shallbE
notlfled h wrltlng at lsast sev€n days prlor to the pubflc hearlng.
t(
85 r 60 0e-11-i
Fqnr = n 1
srcsrlHSilY U3t'lVl1N39NV-]/-]f3d elgt ert 808
l AOf-l 1-'Jn 1A ' '1 tr
Ing administrator to
a0d 100
o
david mark peel, a.i.a.
kathy langenwalter, a.i.a.
architecls
2588 arosa drive
o.o. box | 202
vail, co 81658
30347 64506
3034764572 lax
TYLER MINOR SI'BDTVISION
Lots 2 and 3, BLock 3
Vall Vil1-age 3rd Filing
The applicantsr onners of Lots 2 and 3, Block 3, Vail Village 3rd Filing
(363 Beaver Dan Road and 383 Beaver Dan Circle, respectively), propose a
Minor Subdivision to relocate the comon property Line between the tvro lots.
The existing property line (S 23"00r00n E, L32.62') is proposed to be Doved
30r-0" to the east, thus decreasing the lot area and Beaver Dan Road front-
age of Lot 2 and increasing the lot area and frontage of Lot 3.
,.-oK OK
The existing Lot 2 has a 1ot area o ?1,i01 $rt ^
and ^t\y'^exist-ing 0.4 acre (19.894 SF Lot 2 is to 2I ,137'SF of
buildable area by subtiaciing the-630- SF of l-ot area over 4F@ Ttre
minimum lot size for Primary/Secondary zoning is 15,000 SF of buildable area.
The ALLOIIABLE GRFA for the EXISTING 1ot configurations is as follows:
GIG/+
25 SF/100 SF of first 15,000 SF
10 SF/f00 SF of over I5,OOO SF
425 SF/Unit
TOTAL ALIOI.'ABLE GRFA
25?',1 {
---(lu,t.z) /rn'-s)-=- ---Ttso sta A-,lso sF "
677 SFl 490
850 SFl 850
5,277 SF/ 5,090 SF
f
g single fanily resi-
to the east decreases the 1ot area of
tely 3,979 SF. The revised
(2L,767 SF - 3,979 SF) and
SF + 3,979 SF). Reducing
SF of 402 sLope gives at rhe 630
This is 2,158 SF over the zoning nin-
SF ".
SFr'
The Gro
qences and
Moving the comon property line
Lot 2 and increases the area oflot area of bea
the revised area of Lot
the buildable area of the r
revised buildable lot area of
imurn of 15,000 SF.
t125
rea GRFA bf the
30r_orl
Lot3b
at/'t-
o
The revised ALLOWABLE GRFA will be as follows:
25 SF/IOO SF
r0 sF/100 sF
425 SF/Unit
first 15,000 SF
over 15,000 SF
Lot 2 Lot 3
3,750 SF"-- 3,750 SF -of
of 279 SFl
850 SF /
887 SF r'-
850 SF ,-
TOTAL ALLOWABLE GRFA
ASSTJMED EXAMPLE:
4,879 SF,/' 5,487 SF t/
If the existing residences remain intact, Lot 2 will have an additional
2,304 SF (4,879 SF - 2,575 SF existing) of GRFA to use and Lot 3 will
have an additional 3,787 SF (5,487 SF - 1,700 SF existing) of GRFA. The
square footages will have to be allocated for each 1ot as per the T.O.V.
Primary/Secondary zoning regulations, i.e., one unit shall not exceed
4O7. of. the total allowable GRFA, etc.
The revised western side setback for the existing building on Lot 2 will be
22.851 (79.85 1 - 27.01 - 30.0t, per survey). The zoning minimun side setback
is l5r-0". The Lot 2 frontage on Beaver Dam Road will be approxinately 118.69r.
The zoning mininun is 30f-0rr. The revised 1ot will enclose an 80rx 80t square
area.
Not only will the revised boundaries of Lot 3 provide increased buildable
area and a11owable GRFA, but the frontage along Beaver Dam Road will be in-
creased by 30t-0tt. This nay provide better site access to the property should
the owners decide to expand the existing single farnily to create a ptimary /
secondary residence. The existing Beaver Dan Road frontage is already Linited
in itts ease of access by the steepness of the road embankrnent where it en-
croaches onto the property. (See easenent. granted to T.o.V., EagJ.e Co,42LO84i'
8-524, P-919, 03-21-90. )
Should future development require additional parking, garage space, etc., the
existing shared (with Lot 4) access from Beaver Dam Circle may prove liniting
because of the location of the existing building i.n relation to the north pro-
perty line, the steep road embankment to the south and existing trees that would
be advanEageous to save.
The subject properties are not Located in a rock fa11, debris flow or avalanche
hazard zoae.
TYLER MINOR SUBDIVISION
Lots 2 and 3, Block 3
Va11 Village 3rd Filing
ADJACENT PROPERTY OWNERS
Page I of 2
Lot 7, Bl-ock 2, Vail Village 3rd Filingz (394 Beaver Dam Road)
RII.{SKI , INC.
101 California Street, 4550
San Francisco, CA 94111
Lot 8, Block 2, Vail Village 3rd Fil!!lg: (374 Beaver Dan Road)
374 BDR LIMITED PARTNERSHIP OKI, SCOTT D. & LAURIE B.
Box 577, Harris Plains Road 4315 Hunts Point. Road
Litchfield, CT 06759 Belleview, WA 98004
Lot 9, Block 2, VaiL Village 3rd Filinst (344/354 Beaver Darn Road)
BOSSO}J, GARY R. & MARA GRASIS VAIL HOLDINGS, INC.
Drawer X
Vail , C0 81658
354 BEAVER DAM RD. PARTNERS
T. 0'l,ta11ey, Argus Invest., Inc.
72 Cumnings Point Road
Stamford, CT 06902
126 East 56th Street
New York, NY 10022
I.ot 1. Block 3, Vail Villaee 3rd Filijg: (333 Beaver Dan Road)
TYROL-VAIL, LTD.
c/o Bolduc Real- Estate Management
P.O. Box 5800
Avon, C0 81620
Lot 4 Block 3, Vail Village 3rd Filingz (392 Beaver Dam Circle)
MORGAN, ARruTJR A.
Diemer, Erwin Co-Trustees
245 Summit Street
Toledo, 0H 43603
Lot 5, Block 3, VaiI- Village 3rd Filingz (352 Beaver Dan Circle)
MILLER, WARREN A.
424 34Eh Street
Manhattan Beach, CA 90266
HICKS, DAVID M.
4705 Ortega Boulevard
Jacksonville, FL 32210
MILLER, WARREN A. & LAURIE E.
352-8 Beaver Dam Circle
Vail, Colorado 81657
BENSON, BRUCE D.
1560 Broadway 1900
Denver, CO 80202
BYERS, NANCY R.
352-A Beaver Dam Circle
Vai1, C0 81657
Lot 6, Block 3, Vail ViLl"age 3rd Filine: (332 Beaver DAm Circle)
TTLER MINOR
Iote 2 and
Vail V
SCHMIDIT,
3901 South
Englewood,
Route 2, Bo
Buckhannon,
IVISION
, Block 3
3rd Filing
Vall V
WOODS
80110
375-7
2620L
AIIJACEIfT PROPERTY O!{NERS
Page 2 of 2
THE LIMITED PARTNERSHIP
8853 Klng Highway
Mentor, OH
IF REQUIRED TOV PLAI{NING DEPART}IEI,IT:
Vall V
& DIAIIA G.
, McBRIDE, et. al.
Filin : (401 Beaver Dan Circle)
z (42L Beaver Dan Clrcle)
: (324 Beaver Dan Road)
T?Ltl1 Aorloc\trs
354 BEAVER DAM RD WROL-VAIL, LTD. ARTHUR MORGAN/ERWIN
PARTNERS % BOLDUC REAL ESTATE DIEMER
T. O'MALLEY, ARGUS MGMT. CO-TRUSTEES
INVESTMENTS, INC. P.O. BOX 58OO 245 SUMMIT STREET
72 CUMMINGS POINT ROAD AVON, CO 81620 TOLEDO, OH 43603
STAMFORD, CT 06902
WARREN A. MILLER WARREN AND LAURIE MILLER NANCY BYERS
424 34TH STREET 3s2.BEAVER DAM CIRCLE 352.A BEAVER DAM CIRCLE
MANHATTAN BEACH, CA 90266 VAIL, CO 81657 VAIL, CO 81657
DAVID HICKS BRUCE BENSON CAROL WOODS SCHMIDT
4705 ORTEGA BLVD. 1560 BROADWAY, #1900 3901 S. GILPIN
JACKSONVILLE, FL 32210 DENVER, CO 80202 ENGLEWOOD, CO 80110
THE INNSTEAD LTD. RIMSKI, INC. 374 BDR LTD. PARTNERSHIP
PARTNERSHIP 101 CALIFORNIA STREET, #4550 BOX577, HARRIS PLAINS RD
8853 KING MEMORIAL HWY SAN FRANCISCO, CA 94111 LITCHFIELD, CT 06759
MENTOR, OH 44060
SCOTT AND LAURIE OKI GARY AND MARA BOSSOW VAIL HOLDINGS, INC.
4315 HUNTS POINT RD DRAWER X 126 E.56TH STREET
BELLEVIEW, WA 98004 VAIL, CO 81658 NEW YORK, NY 10022
l/ablq4- ocrPcoYrs ,StrF cuur- Qt.'t
THIS ITEM MAY EFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of
the Town of Vail on February 14, 1994, at 2:00 P.M. in the Town of Vail Municipal Building.
In consideration of:
l. A request for a minor subdivision located at 363 Beaver Dam Road and 383 Beaver
Dam Circle/Lots 2 & 3, Block 3, Vail Village 3rd Filing.
Applicant: John Tyler/John Tyler, Jr./Robert TylerPlanner: Mike Mollica
z. A tcqucst lo1 a wul|(sesstolr tor a i djgt \-,\", ti extc||ul d||t ratiu|| d.iru s€rL/d.uN vd.llqllvri
to the Lionshead Center Building to allow for the expansion of the Vail Associates
offices located at 520 Lionshead MalliLot 5, Block 1, Vail Lionshead 1st Filing.
Applicant: Vail Associates, Inc.
. Planner: Andy Knudtsen
3. A r€quest for a worksession for a major CCll exterior alteration and setback variance
to allow for the expansion of dwelling units at the Lionshead Center Building located at
520 Lionshead Mall, Units 208,209,308 and 309/Lot 5, Block 1, Vail Lionshead 1st
Filing.
Applicant: Victor Gano Faro, Transcon Investments, Inc., and Jose Luis
ChainPlanner: Andy Knudtsen
4. A request for a minor subdivision located at 4316 Streamside Circle WesVLots 2 and 3,
Block 4, Bighorn 4th Addition.
Applicant: Walter KirschPlanner: Randy Stouder
5. A request for a conditional use to allow for a Type ll Employee Housing Unit to bs
located at 1358 Vail Valley Drive/Lot 21 , Block 3, Vail Valley 1st Filing.
Applicant Chris KempfPlanner: Randy Stouder
6. A request for a worksession to discuss proposed text amendments to Chapter 18.38,
Greenbelt and Natural Open Space District;Chapter 18.32, Agricultural and Open
Space District; and Chapter 18.36, Public Use District of the Vail Municipal Code.
Applicant Town of VailPlanner: Jim Curnutte
7. A request for a worksession for a major CCI exterior alteration to allow for the
redevelopment of the Covered Bridge Building located at227 Bridge Streeulots C and
D and a part of Lot B, Block 5-B, VailVillage 1st Filing.
Applicant: Hillis of Snowmass, Inc. and East West Partners
Planner: Mike Mollica
8. A request for an SDD to allow for the redevelopment of the Cornice Building and a
conditional use for the otf-site relocation of three existing employee housing units,
located at 362 Vail Valley Drive and more specifically described as follows:
. A part of Tract "8" and a part of Mill creek Road, Vail Village, Firsl Filing, County of Eagle, State of
Colorado, mole Parlicularly described as follows:
Commencino at the Northeast corner of Vail Villaoe. Firsl Filino: thence North 79"46'00'West alono lhe
southerly llne ol u.s. Htgnway No. b a orsrance ot .jtj/.uti leet to tne hionheasa corner oi saro lract l, ;
thence South 10" t4'00" West along lhe Easlerly line of said Tract "8"; a distance of 1 98.31 feet to the
Southeasterly corner of said Tract "B"; thenco North 79"46'00" West along the Southerly line of said Tract
"8" a distance of 100.00 feel to the lrue point of beginning thence north 09'10'07'Wesl a distance of 41.67
feet; lhence South 88'27'1 1' West a distance ot 75.21 feet; lhence South 27'13'3T East of dislance of
77.37 feet; rhence North 57"24'00" Easl a distance of 55.1 1 feet, more or less to the true point of beginning.
Applicant: David Smith
Planner: Jim Curnutte
9. A request to modify the landscaping plan associated with the previously approved
exterior alteration proposal for the Slifer Building, 230 Bridge StreeVPart of Lots B and
C, Block 5, Vail Village 1st Filing.
Applicant:
Planner:
Rod and Beth Slifer
Kristan Pritz
10. A request for a minor subdivision and lo rezone a tract from Primary/Secondary
Residential to Low Density Multi-Family, located at 2850 Kinnickinnick Road/more
specitically described as follows:
A oarcet of lard h th6 Southyresi Quart.r ol Seclion 14, Torvnshh 5 South, Rango 81 WEst of the 6,th Principd Meridhn, mo€ parliculdy doscrb€d as
tollovYs:
Boglnning d a po|m whenca a br.s8 c.p sel lo. e wtne5. corner lor the Wbst Qu.ttef ol 6.ld Sedion 14. b€r8 (Nonh 29 doge€s 28 minut€€ 5l sacdds
W63t, i 073.08 teet DeeO (Nofth 43 O€gre€3 15 minules 02 seconds Wosl, 915,96 teel Measur.d): Th.nc6 Nonh 7,1 degress 05 minulss 19 seconds Easr,
't 0.76 fo€t: Thehca 183.62 t€et .bng the r.c ol . cude lo lhe righl whlch are subtend! a chod be.ring Nonh 88 de9r6e6 t 2 mhules 30 s€conds E.st.
t81.76 leet: Ihence Soulh 77 degces 40 minut€r 21 sgconds E.st, 622 teet; Thence 1,17.43 leet along the arc ol e qr.ve to rhe left whhh .rc sublends a
chord bearlng Nodh 86 degre€s 36 minlJtee 17 s€.onds Ersl, 145.60 t€el; Thonce Nodh 70 degrees 52 minules 55 seconds E$t, 406,55 testi Th€nca 51.10
teot abng the arc ol a curvs lo lhe dgt{ whkh arc subtend3 a drord be.rlng Sou$ 47 d€gteea 20 minutEs 37 secon& EasL ,1,{.20 lsgl: Ihrnce Soulh 1 4
degrees 25 mlnutes 50 seconds Wesl 110.51 t€el:
Thgnce South 68 degr€es 18 rinutes 91 €gconds wosl, 320.m lg€t:
Thonce North 19 degrees 07 minutet 05 ssconds Wesl, 50.m bet
Thsnce South 77 deg€es 48 mlnutes 4l seconds Wesl, 1@.18l9eli
thence Sodh 10 degrees 53 mlnut€s ixt secondr West, 36.48feel;
thoncs North 87 degro€s 40 minulG 08 lgconds West, 337'72leel;
thqncs (North i i d69.€.s 52 mlnutes 13 s€conds East, 130.00 leel DeEd) No(h I t degrees 55 mlnut$ 31 s€conds E3sl, 129.75l€el Measured) l0 the
POINT OF EEGINNING.
BeE lng l.om c.L.O, record lor South hall ot Sedlon lin€ between SeclioN 1+ 15. (G.L.O. record Soulh 0'l degrees qr.2 min!.rtes Erst) (Soulh 01 degre6 38
minules 32 socondg Easl Measured)
Applicant: Juanita l. Pedotto
11. A request for a minor exterior alteration and a site coverage variance to allow for an
enclosed trash and grease dumpster at the southwest corner of the Gore Creek Plaza
Building, specifically located at 193 Gore Creek Drive/Part of Block 5-8, VailVillage 1st
Filing.
Applicant Charles Rosenquist, represented by Kevin Clair and Tom
ArmstrongPlanners: Randy Stouder/Shelly Mello
12. A request to relocate the helipad to the east end of the Ford Park parking lot located at
580 S. Frontage Road EasUan unplatted parcel located between VailVillage 7th Filing
and Vail Village 8th Filing and a portion of the l-70 right-of-way.
lij:::::" y,i:'"1i':lyj'""' '"5..; i,::ri,,,;;:Ly
13. A request for preliminary plat approval of a major subdivision (Trappers Run) on Lots
16, 19 and 2'1 , Section 14, Township 5 South, Range 81 West, generally located north
of l-70 and west of lhe Vail Ridge SuMivision.
Applicant: John Ulbrich, represented by Gateway Development
Planner: Jim Cumufte TABLED TO THE MARCH 14, 1994
PLANNING AND ENVIRONMENTAL
COMMISSION MEETING
...: .. o o
LAND TITLE GUARANTEE COUPANT
Representing Old Republic National Title Inaurance Conpany
TITANK YOU FOR YOT'R ORDER
Septenber 29' L993
Our Order No.: V22242
BI'YER/OTINER:
TO BE DEAERUINED
S8I,LER3
JOHN L. TYLER, JOHN L. TYIJER, JR. AND ROBERT
L. TYLER AS TO LOT 2, JOHN L. TYLER AS TO I,oII 3
ADDRESS:
FOR TITIJE QUESTTONS CAI.'L KAREN FI'ETCHER 3O3 476-225L
FOR CLOSING QUESTIONS CALL
PICKED UP FOR DELIVERY Al{ PIt{ '
COVENANTS ATTACHED YES NO
t:
Gommitment To Insure
. AITA Commitment - 1970 Bev.
010 RIPUBIIC NAT|0NAI TlTLt INSURANCE C0MPANY. a Minnesn corporarion. herern callsd the Company. for a
valuable considerarion, hereby commrts to rssue its pohcy or polrcies of lrtle rnsurancg, as rdendred rn Schgdule A in favor
0t lhe proposgd Insursd named in Schedule A, as owner or mongagee ol the estate or rnErcst coveBd hereby in the land
descnbed or rsiensd to in Schedula A, upon paymenr of rhe premiums and chargBs fterefor, all srbiscl to the provisrons ol
Schsdule A and I and (o rhe Condnrons and Sroularions hereof.
This Commitment shall be ellective only when the idenriry of rhe pmposed InsuEd and rhe amounr ol the pohcy or
policies commited for hale been Insened rn Schsdule A hereof by the Company, erther at thg lme of the rssuance ol rhis
Commnment or by subse0uent endorsemenl
Thrs Commnment rs prelmrnafy t0 rhe issuance ol such polcy or policns of ule Insurance and all lnbrliry and obligalions
hereunder shall ceasa and lerminate srr months aher the elfectve date hereof 0f when the polcy 0r polcres commrlnd l0r
shall tssue. whtchever lrrsl occurs, provided tlral llre failure l0 rssue such polcy or po|tcres rs nor ths faull 0f the Company.
C(]N()ITI()ITS ANt) SIIPUI.ATI(]NS
l. Ihe tetm "monqage". when used herern. shall rnclude desd 0f rrusl. uusr deed,0r 0rher securly Insuumenl.
2. lf the proposed Insured has or acqurres aclual knowledge ol any defect, hen, encumbrance. adverse clarm 0f olher
maner alfec ng tha esble 0f rnterest 0f mongage thenon coverbd by thts Commrtment other rhan rhose shown rn Schedule B hercof. and shall la lo drsclose such knowledge
totheCompany|nwn(ing'f€companYsha||bere|iovedk0m|rabr|ny|orany|0ss0'damageresu|tingfromanyactolre|tancehere0nlotieertenttheCompanyispiUdicgd
by failure ol lhs proposed Insured t0 so drsclose such knowledge. ll lhe proposed Insurcd shall drsclose such knowledge lo the Company. or rl the Company olhemss acqufies
actUa|kn0w|edgsofanysuchde|ect,|ien'encumbtance,advelseclatm0|0lhermatle|'theConpanyal|ts0pl0nmayamendSchedule80llh|sC0mm|lmenl
such amendmenl shall nol rsli€vo lhs Company from liabrhry prevrously rncurred plrsuanl t0 paragraph 3 ol these Condrttons and Snpulatrons.
3. Lrabrlny ol the Company under thrs Commilmenr shall be only ro rhs named proposed lnsured and such panres
included under the delinilon ol Insuled rn the lorm 0l pohcy ot po|rcres cornmrtted lor and oniy ior actual loss rncurred rn relnnce hereon In undenakmg In g00d larth lal to
comply wnh the foqurnments hereol or {bl lo ehminale exceptons shown rn Schedule B, or lcl to acquire or create rhe eslate 0r Interesl 0r mortgage thereon covered by thrs
Commrtment. In no ev€nt shall such |abilny erceed ths amounl sraled In Schedule A for rhe pohcy or polnres commr ed lor and such lab try rs sublecl t0 the Insuing
pmvisions and the Conditrons and Stipulations and the Exclustons from Coverage of Ihe form of porcy or polcres commrued for rn favor 0i lhe proposed Insured whrch are
hereby incorporated by reference and made a part 0f this Commnmenr except as erpressly modrled heern.
4. Any aclron or aclrons or nghts of artron that lh' pfopos"d Insured may have 0r may bring agarnst the Company
ansrng out ol lhg status 0f the Il e to the eslate 0r Inlerest or lhe sbtus ol rhe mongage thereon covered by lhrs C0mmtment must be based 0n and aE sublecl l0 the
provisions of thrs Commrlment.
STANt)ABO EXCTPTIONS
In addrlon to lhe matters conmrned rn the Condinons and Str0ulatrons and Erclusrons from CoveraQe above
refened to. thrs Commnment is ako subject t0 the follorvrng,
1. ffrghls or clarms of panres In possesston not shown by lhe pub|c rec0rds.
2. fasements, cr clarms of easements n0t sho$/n by lhe oublc records.
3. [}tsctepanctes. conl[cts rn boundary hnes. shoflage ,n area. encroachmenls, and any lacs whrch a c0rrcct
survey and rnspectron ol the premrses would dFcloss and whrch are not shown by the publtc records.
4 Any |ten. 0r flghl lo a [en. lor servrces. labor 0r malenal lherulofore 0r hereafter furnrshed. rmposed by law
and not shown by the oublc records.
5. Oefects. hens. encumbrances. adverse clarms 0r olher mallers, rl aoy. created. fint appeanng In the public records
commitment
lN wlTNtss wHtBt0F old Bepublrc Narronal Trlle Insurance company has caused rls corp0rcte name and seal ro
b0 hereunlo aflixod by its duly authonled ofhcers on the date shown rn Schedule A, r0 be va|d when counrersgned by a valdatng offrcer or ofi€r au60nzed siqnatory.
OTO REPUBTIC ilATIOTAI TIITE ITSURATCC COf,PAXY
A Stocl Conpany
400 Second Avenuc South, Mnneaplhs. Mtnnesota 55101
t6 t2i 3lt
if{i
16nn,- fAetl*z 0y Prcsidenl
Au wittd Sbrt,o,l
OiI fon 2ill Attest </-, EA7 5ffHary
ALTA COI,IUTTMENT
SCHEDULE A
our order No. v22242
For Infornation only
- charges -
ALTA owner Policy--TOTAL.-313!:33 IDAI D /b-4+3 F,6vr
****WITH YOUR REMTTTANCE PLEASE REFER TO OUR ORDER NO. V22242.*T**
1. Effective Date: Septenber 20, 1993 at 8:OO A.l,l.
2. Policy to be issued, and proposed Insured:
ffALTAn owner's Policy LO-L7-92
Proposed Insured:
TO BE DETERMINED
3. The estate or interest in the land described or referred to in
this Corunitnent and covered herein is:
A Fee Sinrple
4. Title to the estate or interest covered herein is at the
effective date hereof vested in:
JOHN L. TYLER, JOHN L. TYLER, JR. AND ROBERT L. TYLER AS TO LOT
2, JOHN L. TYLER AS TO LOT 3
5. The land referred to in this Cornmitment is described as
follows:
I,oTS 2 AND 3, BLOCK 3, VAIL VILLAGE, THIRD FILING, ACCORDING TO
THE RECORDED PLAT THEREOF, COI'NTY OF EAGLE, STATE OF COLORADO.
PAGE 1
ALTA COUI,TITI{ENT
SCHEDULE B-1
(Requireroents) our order No. v22242
The following are the regui.rements to be conplied with:
1. Palment to or for the account of the grantors or mortgagors of
the full consideration for the estate or interest to be
insured.
2. Proper instrunent(s) creating the estate or interest to be
insured rnust be executed and duly filed for record, to-wit:
3. EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERI.iS, CONDITIONS AND
PROVISIONS OF THE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATISFIED.
4. WARR,ANTY DEED FROI{ JOHN L. TYLER, JOHN L. TYLER, JR. AND ROBERT L. TYLER AS
TO LOT 2, JOHN L. TYLER AS TO LOT 3 TO TO BE DETER!,IINED CONVEYING SUBJECT
PROPERTY.
NOTE: THE 9155.00 CHARGE DOES NOT REPRESENT THE TOTAL PREMIT,I{ FOR THE
POLICY AMOT'NT SHOWN IN SCHEDULE A. THE $155.00 CHARGE IS DUE UPON RECEIPT
OF THE INVOICE AND I{ILL BE CREDITED TOWARDS THE PREMIT'I{ CHARGE UPON CLOSING
OF THE TRANSACTION.
THE COUNTY CLERK AND RECORDERS OFFICE REQUIRES RETURN
ADDRESSES ON DOCI'MENTS SENT FOR RECORDING! !
PAGE 2
ALTA COMMITMENT
SCHEDULE B-2
(Exceptions) Our Order No. V22242
The policy or policies to be Lssued will contain exceptions to the
following unless the sane are disposed of to the satisfaction of
the Companys
1. Standard Exceptions 1 through 5 prlnted on the cover sheet.
6. Taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurer'1 office.
"'iu.
8. Liens for unpaid water and sewer charges, if any.
9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REI.{OVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREI'IISES
AS RESERVED IN UNITED STATES PATENT RECORDED September 04, L923, IN BOOK 93
AT PAGE 98.
10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTNO bV THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SepteMbCT 04,
1923, rN BOOK 93 AT PAGE 98..
Ll.. RESTRICTM COVENANTS WHICH DO NOT CONTAIN A FORFETTURE OR REVERTER CLAUSE,
BTIT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION, OR
NATIONAL ORIGIN, AS CONTAINED IN INSTRTIMENT RECORDED MaTch 23, 1963, IN
BOOK 174 AT PAGE 575.
12. UTILITY EASEMENT FIVE FEET IN WIDTH ALONG THE NORTHERLY LOT LINE OF SUBJECT
PROPERTY AS SHOWN ON THE RECORDED PLAT OF VAIL VILLAGE, THIRD FILING.
13. STREAM AND POND AFFECTING A PORTION OF SUBJECT PROPERTY AS SHOI{N ON THE
RECORDED PI,AT OF VAIL VILT,AGE, THIRD FILING.
1"4. EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE
RECORDED PLAT OF VAIL VILLAGE, THIRD FILING.
(TTEMS 9 THROUGH 14 AFFECT BOTH LoTs)
]-5. TERI,TS, CONDITIONS AND PROVISIONS OF EASEMENT AGREEMENT RECORDED OctobeT 10,
1966 IN BOOK 2OO AT PAGE 227.
PAGE 3
a
AI,fA COMI.TITMENT
SCHEDULE B-2
(Exceptions) our order No. v22242
(AFFECTS rpT 2)
16. IEnf,8r mrpITIOtrE AltD PROVTSIONS OF EASEI,iENT RECORDED ltarch 21, 1990 llf
loox 52{ Ar PAGE 919. i
17. TER!{S, CONDITIONS AND PROVTSIONS OF EASEUENT DEED RECORDED April 09, 1987
IN BOOK 460 AT PAGE 510.
(rrws 16 Ar{D 17 AFFESI rOT 3)
PAGE 4
r ) LAND TITLE GUARANTEE COUPANv '-.}
DISCLOST'RE STATEI,TENT
Required by Senate Bill 91-14
A) The subject real property may be located in a special taxing
dlEtrict.
B) A certificate of Taxes Due list,ing each taxing jurisdiction
nay be obtained fron the County Treasurer or the County
Treasurer's authorized agent.
c) The infornation regarding special districts and the boundarieeof such districts nay be obtained fron the Board of County
Conmissioners, the County Clerk and Recorder, or the County
Asaessor.
Required by Senate BilL 92-143
A) A Certificate of Taxes Due listing each taxing jurisdiction
shall be obtained fron the County Treasurer or the county
Treasurerts authorized agent.
o
dovid mork orll, o.1.6.
kothy longcnwoltcr, s, i,o.
2588 sroro driw
porl offlcc borl2O2
303-476.4506
voil. co 81658
Telcco icr Tronrmittol Shcet
Dolc:Number of
Compony
FAX Numbcr
From
FAX Nurnbcrr 3O3.476 '/506
Fr4J ,ar 6^2 114
ddruI 10-d0-uHH ttud torj slJrrlHJdv dtJ- tvflNltNv t/ Hld dLst JLu uou
I
'j, LJOoo,Q.'e
(Je
l,rl OG.ltl
t0{01{ ALL trtff{ by the* presents:
JoHN't. fiLER'('Grantor"), for ten dol'lars ($10.00) rnd other good rnd valuab'le
cgnsldcnrtlon, UtlN rc€eipt of whlch ia horcby icknowlcdgad, has granted,. bargained,
ioiO, ene conveyed, and by these prerents Coes grant, bergaln, soll, and convgy, and
confi rm unLo thi TOI{N 0F VAIL, a Colorado munlclPa] corponetlon (rrGrentaeN} the
folloring Interrst ln rCal. pnoperty sltuate ln the County of Eegle, State of
tolorrdo:
A peiprtuat excluqlve'€asem€nt anrl rlght-of-"uy on that portlon of the Grutontg
orbprity which ts set forth and designated on Exhiblt A attached herrto for the
lonitruitlon, nalntanance, repalt, nCconstructlon of a road right-of-ray for thc. u:c
of grrntrc md thr generri pubttc. Acceptrnce of thls €asen€nt by thr Grrntce shrll
constltutr lts agreement and.consrnt rs fo'llows:
1. At ruch ttfic, md ln th. svant th.t the c|trcrr3|rt is abrndoncd 9f no-longcr'
uscd by the Granget, ihrn Grenteors lntertst In the sascment shall lnnedlrtrly
fevcft-to rndbe thireafter mergerl nith the scrYiant 6stat. of the GrrntoF.
Z, 6rantee shall lndemnlfy antl hold the Grantor harmlcss from Env rnd-ell
ctailli for-Aarnrges [o rral and [arsonal property, and inJurles or death suffered by
pefsons ln any franner growtng oirt of bhe'coistrtrition, rne{ntenancs' rcconstructlon,
iiiitn, o" usi of the iubljc-roadway riithin sald easement, unless such drnages,
lnliurlis. or d0rth aFe Crused bJ thc negligencc oF the Grantor. Such
iniemnlfication shall lnclude the cost of defendlng sald cla'lms Includ'lng, but not
'llmitrd to, reasonable attornays fesl.
3. Grantm shall et all tlnes maintaln the publlc noadway located 0n the
aasemint in good order and ncpa'lr. Srid roadway ihall be constructrd of and shrll
b: malntelned of arphalt naterl:l
o
VAIL
Wilirtf ':
JOHN L. TYLER/TOI|II{ OF
EASETlINT
Sl33l-lH38Y dlI-lUlYNSDNYt/-'133d e/gb 9tb e 0t Ee:01
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t[ i,tlTl,tEss I,|HERE0F, GrS,ptor.has ceused thess presents to be du]y executed on this
LlP. dry of . nl4xo-,r-l , 1990. I
Dt
I
e0d 100 rl
5. lt {s undsnstood bY the Parties
els:ment may be used by the Grantor for
tr.a.
that the squ*t foofrEc
the calculatlon of gross
located lllthln the
reslCentlal flocr
T0t{N 0F VAII., r Colorrdo munlclpal
r0-20-f6Et
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couNrl
0tcot tD0 )) lr.or rAclt )
for thc Town of Vrll.
HlfilEES-oi hrud rnd officlel rcsl.lfr ig1flltJoh rxplrcs:
STATE OI COI'8ADO
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The forcaolng lnstruEenc w8E relrncrrLrdgcd bcforr nr thla3flfaay ot
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354 BEAVER DAM RD WROL-VAIL, LTD. ARTHUR MORGAN/ERWIN
PARTNERS % BOLDUC REAL ESTATE DIEMER
T. O'MALLEY, ARGUS MGMT. CO-TRUSTEES
INVESTMENTS, INC. P.O. BOX 58OO 245 SUMMIT STREET
72 CUMMINGS POINT ROAD AVON, CO 81620 TOLEDO, OH 43603
STAMFORD. CT 06902
WARREN A. MILLER WARREN AND LAURIE MILLER NANCY BYERS
42434TH STREET 3s2.BEAVER DAM CIRCLE 352-A BEAVER DAM CIRCLE
MANHATTAN BEACH. CA 90266 VAIL. CO 81657 VAIL, CO 81657
DAVID HICKS BRUCE BENSON CAROL WOODS SCHMIDT
4705 ORTEGA BLVD. 1560 BROADWAY, #1900 3901 S. GILPIN
JACKSONVILLE, FL 32210 DENVER, CO 80202 ENGLEWOOD, CO 80110
THE INNSTEAD LTD. RIMSKI, INC. 374 BDR LTD. PARTNERSHIP
PARTNERSHIP 101 CALIFORNIA STREET, #4550 BOX577, HARRIS PLAINS RD
8853 KING MEMORIAL HWY SAN FRANCISCO, CA 94111 LITCHFIELD, CT 06759
MENTOB, OH 44060
SCOTT AND LAURIE OKI GARY AND MARA BOSSOW VAIL HOLDINGS, INC.
4315 HUNTS POINT RD DRAWER X 126 E. 56TH STREET
BELLEVIEW. WA 98004 VAIL, CO 81658 NEW YORK, NY 10022
Izl z-zlqs- cq{ $J
\--,,
o.*J€ tq
THIS ITEM MAY EFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section '18.66.060 of the Municipal Code of
the Town of Vail on January 10, 1993, at 2:00 P.M. in the Town of Vail Municipal Building. ln
consideration of:
1. A request for a minor subdivision and an amendment to a previously approved
development plan and a conditional use permit for four Type lll employee housing
units at The Vail Swim and Tennis Club, 2893 Kinnickinnick Roacl/a portion of the SW,
1/4, Section 14, T5S R81W of the 6th P.M., Town of Vail, Colorado.
2. A request for a major amendmenl to SDD #4, Area D, to allow an expansion to the
Glen Lyon Office Building located at 1000 South Frontage Road WesULot 45, Block K,
Glen Lyon Subdivision.
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planners:
T. Charles Ogilby and Stanleigh H. Cole
Shelly Mello
Paul M. DeBoer, representing Calumet Federal Savings and
Loan
Shelly Mello
Vail Valley Medical Center
Andy Knudtsen
John Tyler/John Tyler, Jr./Robert Tyler
Shelly Mello
Charles Rosenquist, represented by Kevin Clair and Tom
Armstrong
Bandy Stouder/Shelly Mello
3. A request for a worksesslon to relocate the helipad to the east end of the Ford Park
parking lot located at 580 S. Frontage Road EasVan unplatted parcel located between
Vail Village 7th Filing and Vail Village 8th Filing and a portion of the l-70 right-of-way.
4.
*
A request for a minor subdivision located at 363 Beaver Dam Road and 383 Beaver
Dam Circle/Lots 2 & 3, Block 3, Vail Village 3rd Filing.
5' A request for a minor exterior alteration and a site coverage variance to allow for an
enclosed trash and grease dumpster at the southwest corner of the Gore Creek Plaza
Building, specifically located at 193 Gore Creek Drive/Part of Block 5-B, Vail Village lst
Filing.
6. A request for an approval of the master plan to allow for an expansion and renovation
of the Town of Vail Public Works site located at 1309 Vail Valley Drive/an unplatted
parcel located north of the l-70 right-oFway, immediately north of Vail Village 8th Filing.
7.
8.
A notification of approval of a minor SDD amendment to allow for a change in building
location and building height located at 1335 Westhaven Drive/Lot A, Millrace lll
Subdivision.
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planner:
Applicant:
Planner:
Town of Vail
Andy Knudtsen
Michael Lauterbach
Jim Curnutte
Town of Vail
Andy Knudtsen
Leo Palmer
Mike Mollica
A request to amend Section 18.69.050 - Special restrictions for developments on lots
where the average slope of the site beneath the proposed structure and parking area
is in excess of thirty percent in single family residential, two-family residential, and two-
family primary/secondary residential zones to allow the standards of this section lo
apply to the Hillside Residential zone district.
9.A notification of approval of a minor SDD amendment to allow for the addition of an
airlock entry to the Gateway Building/Lot N, Block 5D, Vail Village First Filing/12 Vail
Road.
PLEASE I'IAKE CHECKS
TOWN OF VA]L
D E PA RTI\'I E liT O F C O rvl Il Li'l ITY D EV EL O P ItE N T'
S.\LES ACTION FOR}f
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JOHN L. TYLER/TOWN OF VAIL
EASEMENT
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KN0t.l ALL MEN by these presents:
JOHN L. TYLER ("Grantor"), for ten dollars ($10.00) and other good and valuable
consideration, the receipt of which is hereby acknowledged, has granted, bargained,
so1d, and conveyed, and by these presents does grant, bargain, se1 1, and convey, and
confirm unto the T0t'lN 0F VAIL, a Colorado municipal corporation ("Grantee") the
following interest in rea'|. property situate in the County of Eagle, State of
Col orado:
A perpetual exclusjve easement and right-of-way on that portion of the Grantor's
property which is set forth and designated on Exhibit A attached hereto for the
construction, maintenance, repair, reconstruction of a road right-of-way for the use
of Grantee and the genera'l public. Acceptance of thjs easement by the Grantee shall
constitute its agreement and consent as follows:
1. At such time, and in the event that the easement is abandoned or no longer
used by the Grantee, then Grantee's interest in the easement shall immediately
revert to and be thereafter merged w'ith the serviant estate of the Grantor.
2. Grantee shall jndemnify and hold the Grantor harmless from any and all
claims for damages to real and personal property, and injuries or death suffered by
persons in any manner growing out of the construction, maintenance, reconstruction,
repair, or use of the public roadway within said easement, unless such damages,'injuries, or death are caused by the negligence of the Grantor. Such
jndemnification shall include the cost of defending said clajms including, but not
limited to, reasonable attorneys fees.
3. Grantee shalI at all times naintain the public roadway located bn the
easement in good order and repair. Said roadway shall be constructed of and shall
be maintained of asphalt material .
4. Grantee shall obtain liability insurance, which shall insure against claims
made for damages resulting in death, injury, or damages to real or personal
property, resulting from the construction or maintenance or use by the Grantee of
the public roadway with'l imits of not less than one milljon dolIars ($1,000,000).
5. It is understood by the parties that the square footage located within the
easement may be used by the Grantor for the calculation of gross residential floor
area .
IN WITNESS WHEREOF, Grantor has caused these presents to be duly executed on this
bW day of tll,a,r$t , 1990.
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f'l O.tb TOWN 0F VAIL, a Colorado municipal
STATE 0F C0L0RAD0 )) ee'
COI'NTY OF EAGLE )
The foregoing iBetrument
STATE OF COLORADO
COI'NTY OF EACLE
ackaowLedged before ne
wgo ay RntAilt i. ?l,u(i4s
for
Notary Publlc
hmcla A. Brendmcycr, t{oa.ry hrblic
ftly Commirsitn epiru Auf. t 1992
traS
,
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)
, 1990
;r, ffi1r:.*..d
My
and offlclaL
erplres :
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Notary Publlcin-Alil|lf.lEtef:ItCoilEooTrf||'t,ftn
4eto84 B-5e4 p-919 03/21 /9A L?e4?,trGeoF3
EXHIBIT A
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IDGAI, DESCRIEIION:
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,{ttat pa.rt of Iot 3, Block 3, Vail VIIIage Third Filing, aceordJ.ng to ttre napthereof recorded ln the office of the Eagle eounty, cororado, clerk andReccrder. 1 deecribed aa follong:
Eeginning at a Foint: in' ttre weeterry ri.ne of eaid lot 3 whencethe southweaterly corner of, eald rot 3 beaie s23oooroonE 2?.15 feetr thence,along aaid iresterly line, N23oOOrOO"w 39.68 feetr thender'.a"p"rti"g.-i"iiwesterly line, S75o5Or4?,,E 34.55 feetl thence Sg3o34r2?nE 93.56 feei io thesoutherly line of, eaid t,ot.3, thence, arong eai<t southerry rine, s6zoooroon!{6'7.?0 feetr therice, departlng gaid eoutherry line, t'l?9o41 i4l "vf ig.as teet tothe point of beginning r containing 2965 rqo"i" feet, more or reEe.
llhe bearings Ln Wre legal deecrlption abovesaid Iot 3 lielng N23oOO|OO(W (see drawing).
are based on the westerly line of
'47'h, 9trs6'
EAGLE VALLEY ENGINEERING
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75 louth lronl,lgo road
vall colorado 81657
pql) 47$2138
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olllce ol communlty development
February L, l-99O
Tin Tyler
2552 East Alameda, #ZlDenver, CO 80209
Dear Tim,
Please review the enclosed easement dedication agreenent. If itmeets your approval , please sign the agreement, have itnotarized, and return the original- to me. I will then present itto the Town Council for their approval .
Thanks again for your patience during this process. If youshould have any questions, please feel free to call ne at479-2t38.
Sincerely,
HA h'k-
Mike Mollica
Town Planner
MM/AJ
Dear
2:00
Stan Berryman
2: 10
Mike Mollica
2:20
Shel ly Me]'lo
2235
Shelly Mello
EXPANDED AGENDA
1. Discussion of Extended Late Night Bus Service Ridership
Action Requested of Counci'l : Review ridership numbers and
@ service through the remainder
of the ski season.
Background Rationale: The Council authorized staff to
@ night bus service for a three week
test period on February 13. Staff will present ridership
VAIL TOWN COUNCIL
i,l0RK SESSI0N
TUESDAY, MARCH 6, 1990
2:00 p.m.
Action Requested of Council: Accept,/decline the easement.
Background Rationa] e: A portion of Beaver Dam Road has
ffied upon the southwest corner of Lot 3,
Block 3, Vail Vi'l1age 3rd Fi1ing. The property owner has
agreed to grant the Town an exc'l usive easement and
right-of-way for the maintenance, construction, repair, and
reconstruction of the road right-of-way for the use of the
town and the general public.
Staff Recomnendation: Accept the easement.
Discussion of Supplementation of l,lages for 1990 Census
Enumerators
Action Requested of Counci'l : Approve/deny supp'l ementation
offi
Background Rationa'l e: Eagle County is experiencing a 'lack
@0 census enumerator positions. This
'l ack may be attributed to the low wage being offered by the
Census Bureau. The adninistration recognizes the importance
of the census and fee'l s it may be necessary to supplement
the wage for these positions.
Presentation of Art in Public P'l aces Current ProJects
Action Requested of Counci'l : Approve/deny AIPP to continue
on r{ith the following proiects: 1) Brick paved areas at new
Vail Vi'l lage Transit Center; and 2) Niches for art on East
Meadow Drjve e'l evation of panking structure.
Background Rationale: AIPP is currently preparing two
ffia] 'l ation of public art. First, is a
competition project which wi] I provide for an artist to
prepare a plan for the brick paved areas at the Vail Village
parking structure. The budget for the project wi'l I be
discussed at the Town Counci'l work session. The second
project is an addition to the architect's add/alternate item
for the sidewa'l k along East Meadow Drive. It invo'lves
cutting 2 niches into the wa] I which wi] I serve as sites for
the display of art pieces.
3.
4.
2. Discussion of Easement Dedication for a Portion of Beave
Dam Road,, at the Intersection of Beaver Dam Circ'le
(Grantor: John L. Ty1 er
2: 50
Kri stan Pritz
3: 10
Carol i ne Fi sher
3:30
Steve Barwick
Ron Phill ips
3:50
Peggy 0sterfoss
Merv Lapin
4:00
Ron Philljps
4:05
4: 10
Larry Eskwith
5.Discussjon of Undergrounding of Electri cal Service from
the East End of Cascade Vi1'l age to the Upper Eagle Valley
Water and Sanitation District Property, a1 ong the South
Frontage Road
Action Requested of Counci|: Approve/deny an expend'i ture of
ffierground electrical service at
the 01d Town Shop with the understanding that construction
costs may increase or decrease once the final design is
developed. Direct staff to proceed/discontinue the
coordination of the project for construction this sunmer.
Background Rationale: The property owners within the
ilroject area have a1'l agreed to participate in funding the
cost of undergrounding the utilities. Andy Norris - Vail
Ventures, Ltd. - wil'l contribute up to $21,000. Chevron
would provide +/- $6,600. The Cascade Crossing proiect
(previously ca1 |ed the Voliter project) will underground
their electrical service per their building permit. Holy
Cross will contribute approximately $63,000.
Staff legs!89_!4q!_194: Approve the contribution and direct
ffih the coordination of the proiect for
construction this spri ng,/summer. Please note that the final
costs will need to be reevaluated once the design work is
completed by Holy Cross.
Discussion of 1990 Citizen Survey
on Feb. 20th.
Staff Recomrnendati on: Staff
of the survey agreed upon by
date is March 26, 1990, with
1990.
Give input and feedback on the
s circu'l ated to Councilmembers
hooes to have the final version
March 8, 1990. Target mail
responses requested by April 9,
7. Discussjon regard'i ng ABC School Lease Agreement
Act'i on Requested of Council: Approve/deny the ABC School's
request for a 15 year lease extension.
Background Rationale: ABC School has requested a 15 year
lease extension on the land leased ($1 per year) from the
Town of Vail. This lease extension is necessary for ABC
Schoo'l to proceed with plans for an expansion of their
current faciI ities. Counci1 may wish to table the issue
until after the Eagle County Child Care Task Force report is
compl ete.
8. Approval of Funds for Disseminating Factua'l Information
concerning the County Recreation and Affordable Hous'ing
El ecti on
Action Requested of Council: Approve/deny $4,000 for this
purpose.
Background Rationale: The County Recreation Task Force has
recommended that the County, Town of Avon, and Town of Vajl
each approve up to $4,000 in additional funds for expenses
for disseminating information for the upcoming election,
such as printing and mailing fact sheets and pay for Peter
Jamar's t'ime for presentati ons.
9. Information Update
10. Other
1i. Executive Session - Legal Matters
6.
Action Requested of Council
draft questionnaire, which
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JOHN L. TYLER/TOWN OF VAIL
EASEMENT
KNOtl ALL MEN by these presents:
J0HN L. TYLER ("Grantor"), for ten do1 lars ($10.00) and other good and va1 uable
consideration, the receipt of which is hereby acknowledged, has granted, bargained,
so1d, and conveyed, and by these presents does grant, bargain, sel|, and convey, and
confirm unto the T0WN 0F VAIL, a Colorido municipal corporation ("Grantee") the
fo1 lowing interest in real property situate in the County of Eagle, State of
Co'l orado:
A perpetual exc'l usive easement and right-of-way on that portion of the Grantor's
property which is set forth and designated on Exhibit A attached hereto for the
construction, majntenance, repair, reconstruction of a road right-of-way for the use
of Grantee and the general public. Acceptance of this easement by the Grantee shall
constitute its agreement and consent as follows:
1, At such time, and in the event that the easement is abandoned or no longer
used by the Grantee, then Grantee's interest in the easement shall immediate'ly
revert to and be thereafter merged with the serviant estate of the Grantor.
2. Grantee shall indemnify and hold the Grantor harmless from any and all
clajms for damages to neal and personal property, and injuries or death suffered by
persons in any manner growing out of the construction, maintenance, reconstruction,
repair, or use of the public roadway within said easement, unless such damages,
'injuries, or death are caused by the negligence of the Grantor. Such
indemnification shal'l include the cost of defend'i ng sajd claims including, but not
limited to, reasonable attorneys fees.
3. Grantee sha'l I at all times maintain the public noadway'located bn the
easement in good order and repair. Said noadr.lay shal1 be constructed of and shall
be naintained of asphalt material.
4. Grantee shal'l obtain liability insurance, which sha'l I insure against c'laims
made for damages resulting jn death, injury, or damages to real or personal
property, resulting from the construction or maintenance or use by the Grantee of
itre'puUiic roadway-with limits of not less than one million dollars ($1,000,000).
5. It is understood by the parties that the square footage located within the
easement may be used by the Grantor for the calculation of gross res'idential floor
area .
IN WITNESS I{HEREOF,Grantor has caused these presents to be duly executed on this
day of , 1990.
TOWN 0F VAIL, a Co] orado municiPal
corporation, Grantee
u..'''1D
I
STATE 0F C0LoRADo )) ss.
COUNTY OF EAGLE )
The foregoing instrument was acknowledged before me
FilaMut , reeo by
WITNESS my hand and official seal.
My commission expires:
this d/9 day of
as
for the Town of Vai I .
Notary Publ ic
Address
STATE OF COLORADO )) ss.
couNTY 0F EAGLE )
The foregoing instrument was
.4
acknowledged before me this &tv day of
tt,fU,l,u^at^l , 1es0 W {Nut L. fidJt r as
6tn'tlt"
ilITNESS my hand and official sea'|.
I'ly comlssion expires:
hmrNr A. Bnndmcyrr. l{drry hrDllc
"--' -7tS. Fmtrsr Fotd Ydl.OO 81657
-,__<-V 'aa&pl.
Notary Publ ic
EXHIBIT A
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EAGLE VALLEY ENGINEERING
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g9tr{en
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r'cAr, D'scRrptroN: : 'i* i .--.''.t.Ihat part of lot 3, . Block 3, VaiI. Village Thlrd Fillng, accotdJ.ng to the nap'thereof recorded tn tlre off,rce of the sagre countyl- colorado" crerk anlRecordee'r deecri.bed aE follmrei
:BegJ.nning at ' 6. notng:- ";1 *. westerly . ri.ne of eaid r{qt 3 wheneethe southresterly corn€r of, said rot 3 beaie'g23oootooxE 2?.15 f,ectl thenceralong eaid ireeterly ' lln'e, N23cOOrOO,.t{ 39.68 feetl .thendE;j, de;;ti";.-;;f;weeterly rine, s75050r4?"E 34.55 feetl thence sg3034r2?.'8 93.56 feet io th6aoutherly ll.ne of ea{d rot.3, thence, arong aaid edutherry rr.nel 66?o0oroo.,rf6?.?o feet;_ thericer. departrng aaid southerry lr.ne, ltzg.arilrlwl ig.rs i""i-r"the'point of begl'nnrng, conlarnJ,ng. 2g65 rqo.i".feet, 'nors or rese.
lttre bearinge ln ttre- -legar description above are based on the westerry rine ofaaid lot 3 tielng N23oOOr00"tt (eee-drawlng).
{
JOHN LTNER
2552 EASTAI.AMEOA *'7
DENICB COtORADOsozog
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UichaeL J. Mollica
Town Planner
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
February 13, 1990
Re: Lot 3, Elock 3, Va1l V11lage Third Ftling
Dear Mlke,
Thank you for the Easement and the ZonLng Code on the above proPerty.
I would l1ke to insert the followlng paragraph as part of the document:
Easement area shall be considered to be owned by Grantor for
purposes of meetiog minimum square footage requirements for
construction purposes.
Pl-ease run this through your lega1 department ' and perhaps we can close
this transactioo qulckJ-y,
Thanks for your help.
StncJrelyr
4ffi.l--
Jotrln L. Tyler
lEci@Eolvl
aoa-?74-o776
lnun
Mike Mollica
Town Planner
wt/tur
75 lou|h fiDntrg. rc.d
rrl, cdon.do 8l€57
(3C)4rlz|38
(36) 4?$'d3e
of f lcs ot comnrudty devdopnenl
February 1, 1990
Tin Tyler
2552 East Alameda, #llDenver, CO 80209
RE: Lot 3, Block 3, Vail Village Third Filing
Dear Tim,
Please review the enclosed easement dedication agreeruent. If itmeets your approval, please sign the agreement, have itnotarized, and retrrrn the originaL to me. f will then present itto the Tordn Council for their approval.
Thanks again for your patience during this process. If youshould have any questions, please feel free to call ne at
479-2L38.
Sincerely,
tl* h"k-
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Project Application Or=ll
o^r" c-l< K (
Project Name:
Project Description:
Contact Person and Phone
"v
i:>
riting ? . Zone
Architect. Address and Phone:
Legal Descriplion: Lot
Comments:
Design Review Board
Date
APPBOVAL DISAPPROVAL
3-O
summary: d{PB'.'*r[ / ,fuAurrffirrD r.:rn+ rztoDrRcrfflo^]^ Fa
Lt
*****THIS APPLICATIoN tIILL NoT
I. PRE-APPLICATION MEETING:
APPLICATION DATE:June 2, 1986
DATE OF DRB MEETiI.IG:June 18, 1986
DRB APPLICATION
BE ACCEPTED UNTIL ALL INFORMATION IS SUBI.IITTED*****
A pre-application meeting with-a planning staff member is strongly suggested to
Jeiermiirb if any additional inforinatjon is needed. No app'licatjon will be accepted
untess.it is coirplete (must include al'l items required by the zoning administrator).
ii is ttre applicint's responsibi'tity to make an appo'intment with the staff to find
out about aitiitional submittal requirements. Please note that a C0MPLETE appfic:-
tion will streamline the approval process for your project by decreasing the number
of conaitions-oi approval ihat the'DRB may sti-pulate. ALL conditions of approval must
be resolved before a building permit is issued.
A. PROJECT DESCRIPTION:A seconda unit on a vacant lot zoned
B. LOCATION OF PROPOSAL:
Address Beawer Dam Circle
' Legal Description Lot-l- Block 3 Fi'ling Third
Zoning Primarv/Secondary
C. NAME OF APPLICANT:
Address
Beck & Associates, Inc.
P.0. Box 1413, VaiI, C0 8i658 tel ephone 827 -57 Lr
D. NAME 0F APPLICANT'S REPRESENTATIVE: DeGette, Armon, Kreuz Ltd'
Address
E. NAME OF
te'l ephone 328-2340
OI,INERS:John L. T ler
I. " Signature
Address
F. DRB FEE:
V1OO HumUoldt Street nver, C0 80218 telephone 778-0775
permit is requested.
VALUATION
The fee will be paid at the time a building
FEE
$ o-$ 1o,ooo
$10,001 -$ 50,000
$50,001 -$ 150,000
$150,001 - $ .500,000
$5oo,oo1 - $1,ooo,ooo$ Over $1,000,000
$ 10.00
$ 25.00
$ s0.00
$100.00
$200.00
$3oo. o0
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
). 1. In addition to meeting submittal requirements, the applicant must stake the site
to indicate property iines and building corners. Trees that will be removed
should a]so be martLa. This work must be completed before the DRB visjts the
si te.
Z. The review process for NEl,l BUILDINGS wil'l normally involve two separate nieetings
of the Design Review Board, so pian on at least two meetings for their approval .
3, people who fail to appear before the Design Review Board at their scheduled
reeiing and who have'hot asked for a postponement will be required to be
republ i shed.
' l.'' . l"
4, The following ltems no longer have.to be_presented to the Design-Review Board-
iiiey,-trowevei, have to be [resented to the Zoning Administratoi for approval:
a. llindows, skyiights anci srmilar exterior changes that do not alter the
existing Plane of the building; and
b. Building additions that are not-viewed IloT 9*y other lot or public space'
which hive had letters submitted from adjoining property owners approving
the addjtion; and/or approval from the agent for, or manager of a condominium
associ ati on
; :'
5. You may be required to conduct Natural Hazard Studies on your property. You should
check with a Town Planner before proceeding
MATERIAL TO BE SUBMITTED
NEl^l CONSTRUCTION
A. Topographic map and site plan of site containing the following (2 copies):
y 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 will be accepted.
g/ e*:sting trees or groups of trees having trunks with diameters of 4n or more
/ --- .c--i -L-..^ ---r-
I.
one foot above grade.
,/!(. Rock outcroppings and' Jntermittent streams,
other significant natural features (large boulders'
etc. ) .
crz'Property 'l ines showing distances and bearings and a basis of bearing
dn/ Proposed driveways with percent slope and spot e'levations
{ n I easements
Existing and finished grades.
.{ m existidg and proposed improvements including structures, landscaped areas,
service areas, storage areas, walks, dri veways, off-street parkin1j' loading
areas, retaining wa1ls (with spot elevations), and other site improverents.
{ nevations of top of roof ridges (with existing grade shown underneath) to
determine height of building.
g/ n sbrcment from each utility verjfying locat'ion of service and availability. To" be'submitted with site p'lan'./
/ prelim'i nary title report to accompany a'l 'l submittals, to insure property ownership' and all easements on property.
D. Landscape Plan (1" = 20' or larger) - 2 copies
1. Show the location of 4" diameter or larger trees,,other'shtulis'afrd-iia'tive p'lants thare on the site and the location and design of proposed landscape areas w'ith
the varieties and approximate sizes of plant materials to be planted. N
2. Complete landscape materials list.
,/
fr Designate trees to L; saved and those to be lost.
NOTE: As much of the above inforrnation as possib'l e should occur on the sjte p1 an, so that
the inter-relation of the various components is clear. The landscape plan should be
separate. The existing topographjc and vegetational characteristics may be a separate
map. The applicant must stake the site to show lot lines and building corners. Trees
that will be lost during constructjon must be tagged. The work should be completed
before the DRB site vis'i t.
y'lvalanche areas, 100 year flood plain and slopes 40% or more, if applicable.
6uz'Ties to existing benchmark, either USGS landmark or sewer invert.
7. Locatjons of the fo'llowing:
ar,/Proposed surface drainage on and off site showing size and type ofv culverts, swales, etc.
p/txact locations of all utilitjes to include existing sources and proposed' service lines from sources to the structure. Utilit'ies to include:
cable TV sewer gas
Te'lephone water el ectri c
Arch'itec;ural Plans (Uo
8"= 1' or larger) 2 copies
' .r/, 'r,{ Must include floor plans and.al'l elevations as they.wil'l appear
ii.uutio"t must show both existing and finished grades'
Z, Exterior surfacing materjals and colors shall be_specified and submitted for
review on-it" mat6rials list available from the Department of Conrnunity Develop-
men;. Color chips, siding samples etc.' should be presented at the Design Revlew
Board meeting.
F. The Zoning Adminjstrator and/or DRB may require the_submission of additional plans'
drawings, speCificat'ions, samples and other material (including a model) if deemed
necessiry tb determine whether a proiect will comply with design gu'idel'ines.
II. MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS
photos or sketches that clearly indicate what is proposed and the location (site p'lan)
oi proposal may be submitted in lieu of the more formal.requirements given above, as
lon! ai ttrey piovide all important specifications for the proposed includ'ing colors and
materials to be used.
III. ADDITIONS - RESIDENTIAL OR COMMERCIAL
A. Original floor plans with all specifications shown
B. Floor plan for addition - 2 copies
c. site plan'showing existing and proposed construction - 2 copies topos
D. Elevations of addition
E. Photos of ex'i sting structure
F. Specifications for all materjals and color
Department of Commun'i ty Development
At the request of the Design Review Adm'injstrator you may also be required to submit:
G. Statement from each utility verifying location of service and avai'lability. See
attached uti'lity location verification form'
H. S'i te jmprovement survey, stamped by registered professional surveyor.
I. pre'liminary title repor.t, verifyjng ownership of property and lists of easements.
IV. FINAL SITE PLAN
--after a bui1ding permit has been issued, and when the project is undervay., the following
will be requirei U"fot. any building receives a framing inspect'ion from the Bu'ilding
Department: A certified improvement survey showing:
A. Bu.i 1d.i ng locations with ties to property corners, i.e. distances and angles.
B. Building dimensions to nearest tenth of foot'
.1
on comPletion.
samples on materials ljst available at
sholing size of lines, type of materia'l used'C. All utility serv'ice lines as-builts
and exact locations. 2 coPies
D. Drainage as-builts. 2 coPies
t. Basis of bearing to tie to sectjon corner'
F. Al 1 property pins are to be ejther found or set and stated on map.
G. All easements
H. Building floor elevations and roof ridge elevat'ions.
o LIST OF MATERIALS
'NAME 0F pR0JECT: _ Tyier Resid,ence
..LEGAL DES:iIPTICII:
STREET AOORESS:
DESCRIPTION OF PR
The following
Board before
A. BUILDING
information is required for submitta'l
a final aPProval can be fiven:
MATERIALS: TYPE OF MATERIAL
by the applicant to the Design Review
COLOR
Roof
Si di ng
Other tlalI Materials
Fasci a
Soffi ts
l.li ndows
}lindow Trim
Doors
Door Trim
' Hand or Deck Rai'ls
Fl ues
Fl ashi ngs
Chimneys
Trash Enclosures
Greenhouses
0ther
' codt- Shik€s N' 1" ''-o 1
DeL:UtI(Iit\y l.rrlJ.L \Jltlrv rrrr -a !vL zvIC\' .-'
Pri merw/Seccin4ary
B. LANDSCAPING:of Des'igner:
. phone:
Botanical NamePLANT MATERIALS:
PROPOSED TREES
EXISTING TREES
BE REI4OVED
Matthews & Associates =-
Common Name Quani ty
Indicate he'ight for conifers.
(over)
N.ame
Si ze*
*lndicate caliper for deciducious trees.
]\.-' u-.-V
(-c,'tsree.F -\"c'v\-S V*'\
F{NL.-,' .
r\ r\
---\ ; \t- e, J-'*'H'\ \'\t-
a- 1 pe.. PL'*e
\t I
t- --\ *, = -*--\ o r<e'r.-
P\--**.r *-EL-'\
.:/=\tc-
'pLANT I'IATERIALS: Botanical Name Common Name Quanity Size
. (con't)
SHRUBS
EXISTING SHRUBS
TO BE REI'IOVED
Tvpe Square Footaqe
GROUND COVERS
s0D
SEED
TYPE OF
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. OTHER'LANDSCAPE FEATURES (retaining walls, fences, sw'imming pools, etc.) Please specify.
UTILIfi LOCATION VERiFIC.\TION
SUBDIVISION Vail Village
NArVE Tyler ResidenceJOB
LOT 3 FTLING ThirdBLOCK
ADDRESS
The location of utilities, whether they
lines, tnust be approved and verified by
accompanying site plan.
be main trunk
the following
lines or propos erl
utilities for the
fountai n Bel lJ l-634-3778
l-.t6S.l060
}lestern S'lope Gas
Harry Moyes
Date
P,rbl i c,/ Gary
Service Company
Hal'l
v+-se
-414/
,4,iii.'?'i,i'il
aiiached sheet
-Fzz-4
41sl-
3 - e7-eL
* }$1y Cross El ectri c./ Ted Husky/Michael
Vgil Cable T.V.
"/ Gary Johnson
Assoc.
Laverty
U/per Eagl e Vai 1ey I'later
/ and Sanitation Discrict
David Krenek
NoTE: These verificati.ons do not relieve the contractor of his
responsibility to obtain a street cut pernit from the
Tovm of Vail , Departrnent of Publ ic l'lorks and to obtain
ut.ility locatj.ons before digging in any public right-
of-way or easenent in the Town of Vail. A building perrnit
is not a street cut perni.t. A street cut pernit nust be
obtained separately.
This form is to verify service availablity and locatlon.
This should be used in conjunction with preparing your
utiLity plan and scheduling installations.
Authorized Signature
tlDATE: zf 'll8t"leenr- @ Block_--3- Fil ing
ZONE CHECK
FOR
SFR,, R, R P/S ZONE DISTRICTS
one
Phone
Al I owed
(30)(33)
ja3?
^)sq3.9
_@e
20'
15'
15'
(30) (50)
ADDRESS:
Ol^lNER
ARCHITECT
ZONE DI
PROPOSED USE
LOT SIZE
Hei ght
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Sides
Rear
Water Course
Site Coverage
Landscapi ng
Fence/Retaining 'lJal I
Park'ing
Credi ts: Garage
Proposed
3E
ffi lSeo
Hei ghts
(3oo)(600)
(eoo)(1200)
(50)(1oo)
(25) (50)
(2oo) (4oo)
/
/
t\
-sot-Lw)
L{Mechani cal
Ai rl ock
Storage
Solar Heat
Drive: Slope Permitted
Envi ronmenta I ,/ Hazards :'
;Dtb
Slope Actual
Aval anche
Flood Plain
Sl ope
Wetl ands
Geologic Hazards
Comments:
Zoni ng:i sapproved
oo
LANF TITLE 6UARANTF-E COHPANY
Reeresenting Title Insurance Comparry of Minnesota
THANK YfiU FtrR YOI-IR ORDFR
l"lav 2./, l9AA
0rlr Order'I V?134
BUYERg
,-IffHN L. TYLEH
.qELLER!
AtrNRESSI
TOWN OF VAIL PLANNING SI'AIJF
I Attn:
ANEY EECKF.O. EoX , VArL CO 8165A
Attn I
.t'"'o'T
25a22/7a
AMERT.AN f,o r,raa AssocrATro" aott,r"t - 1970 Rev.
Jrn-e lr.rsunnrucr fiorvreaNy oF |\/|'rNESorA
a Stock Company of Minneapolis, Minnesota
TITLE INSURANCE COMPANY OF MINNESOTA, a Minnesota corporation, herein called the Company, for a valuable
consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the
proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or
refened to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and
B and to the Conditions and Stipulations hereof,
This Commitment strall be effective only when the identity of the proposed lnsured and the amount of the policy or policies
committed for have been inserted in Schedule A hereof by the Company, either at the time of the isuance of this Commitment
or by subsequent endoresement.
This Commitment is preliminary to the issuance of such policy or policies of title insuance and all liability and obliga-
tions hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for
shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not lhe fault of the Company.
CONDITIONS AND STIPULATIONS
l. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument.
2. lf the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter
affecting the eslate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof,
and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or
damage resulting from any act of reliance hereon to the extent thi Company is prejudiced by failure of the pioposed Insured
to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company other-
wise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option
may amend Schedule B of this Commitment accordingly, but such amendment slull not relieve the Company from liability
previously incurred pursuant to paragraph 3 of these Conditions and Stipulations.
3. Liability of-the Company under this Commitment shall be only to the named proposed Insured and such parties in-
cluded under the definition of Insured in the form of policy or policies committed for and only for actual loss incuned in re-
liance hereon in_ undertaking in good faith (a) to comply with the requirements hereof or (b) to eliminate exceptions shown in
Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. Ih no event shdl
such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the
insuring provisions and the Conditions and Stipulations and the exclusions from Coverage of tlte form of policy or policies com-
mitted for in favor of the proposed Insured which are hereby incorporated by reference and made a part of this Commitment
except as expressly modified herein.
4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising
out of the status of the title to the estate or interest or the staius of the mortgage thereon covered by this Commitment must be
based on and are subject to the provisions of this Commitment.
STANDARD EXCEPTIONS
In addition to the matters contained in the Conditions and Stipulations and Exclusions from Coverage above referred to,
this Commitment is also subject to the following:
1. Rights or claims of parties in possession not shown by the public records.
2, Easements, or claims of easements, not shown by the public records.3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and
inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished, imposed by law and not
shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or
attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for
value the estate or interest or mortgage thereon covered by this Commitment.
IN WITNESS WHEREOF, Title Insurance Company of Minnesota has caused its corporate name and seal to be hereunto
affixed by its duly authorized officers on the date shown in Schedule A, to be valid when countersigned by a validating officer
or other authorized signatory.
Jrn-e lr.rsunaruce fiorvrearuv or ffltruNEsorA
-&."y*:e_
Secretary
vros3NNrfif ro
^Nvdr'lroN
rltvunsrul rrrrl
:6ull uaserdaU
attrra) 6ul
f*-S 0 -"-TmJfU
t9zz-9rt (eos)
899 18 0c 'llen
lgt xo€ 'o d
psou ooeluorj qlnos 80 !
ANUdn0c ilI]{uuut|0
fll|IONV]
lo aclgo aql qbnorql penssr
pue pecnpo:d se/o luaulluuroc slql
]UNSNI OI
rNil U-il |NOC
o
ALTA COT,II,I ITIIENT
$CHETIIJLE A
Aprl lcrtion No. V9tg4
Fon tnfonmetlon Onlv
tlhrr|'r -Usnrr Pol lcY
PRELII.I REPORT ilOO.OO
--TOTAL-- ftOO.OO
lrlth vour. Fctttttnce rlarrr pcfrr to V9194.
l. Effcctlvo Drtcl l.la.v 15, t986 rt AIOO A.M.
2. Pol lcv to br. llrurd, tnd pnolorad Inrurodt
"A|-TA" Osnrr'l Pol lcv
Forn E-t97O (Anrndrd lO-17-7O)
Proporcd Inrurodr
.X)HN L. TYLER
3. Thr rrtrta oF int.rcrt in thc lrnd dcecnibcd or rcfcrrrd to tn
thtr Connltnrnt rnd covorrd henrln irt
A Fcc
4. Tttle to thr rrtrtc oF lnteFfrt covcrcd hercln lr rt tho
effestive datr horeof vrrtod inr
\FT+T L. TYLER
ft. Thr lrnd rcfrrpid to in thlr Connltnrcnt ir drrcribrd rr
Lot 9' Elock 3' VAll VILLASE' THIRD FILXi{O' ACCORIIINC TO THF
REOORNSD FI.AT T}EFEOF, COUITITY OF EABI.ET $TATE OF CI?LORADO.
rat
PA{'E I
$CHEDULE B':l
(Rcrulrcmentr) Appllcetlon No. Vt134
Thr follorl,or rrr thr rfqslFonantr to bc coorlt€d ultht
1. Prvnrnt to or for the account of thc rrantoFr or noptsarorr ofthr ful I conrldrratlon for the crtntr or lnt*rcrt to br
i nrurrrr.
2. Propcr lnrtruntnt(r) cncrtlnr thc ertlto or intorort to bc
tnrurcd nuct br txccutrd ud dulv fllcd for rccordr to-sltr
tt-
THE CTX.'iITY CLEFI( AI{O RE@RTER8 OFFICF REzuIRFA RETTS{N
ADTNESSES OIII IX'CIS.I€NT$ AENT FOR RECMDIN€! !
.. TII
o
ALTA CO}II'{ITI'ENT
FAOE 2
o
ALTA CttHH
SCHLI]ULE
( Exce.pt i ons
ITI.IENl'
B-2
) Appl lcation Na. V?l34
s.
The rolicv or polici*e to ba iggued uil I contain exccptionf to thc
follorrrinc unlerc thc serre arc dtspotcd of to the ratig+actlorr of
the Comranvt
1. Standar'd Exccrtions I throush $ printad on thc crrvar shcet.
6. laxes and arrcrgmcntr not vet due or pavabl c and sFecial
asse!!'mcntg not vet qcntificd to the Tne*surcr''3 office.
'/. Anv unpeid taxcg or Esessmcnts anainrt s*id land.
B. Licns f or unpeld uraten and scu*r. char.scs ' i t anv.
RIOHT LIF PROPRIETOR UF A VEIN (IR L$DE I'O ETTRAI]"I AND IIT,I'II]VE HIS OIIU
THEREFRO].I SHOULD THE $AI.IE FE FOI.'NLI TO FINF'TI{ATF. C,H IN ERST.:CI TIIH PRF-I'1I$F.S
AS RESERVEE IN UNITED STAfilS PAI'ENT RECOfIDEO tieptcmber O4' l1t23r IN B0OK 93
AT PAGE 94.
10. RIGHT OF I.IAY FOR NITCHES OR CANALS CCINSTRUCTEF FY THE AUT'HORITY OF 'THT.:
UNITEO STATES AS RE$ERVED IN UNITED $l'ATE$ PATENT TIECORFEO Septcnbcr O4'
1923, IN BOOK ?3 AT PACIE ?8.
II. IIESI'RICTIVE COVENANTS HHICH UO NUT CON'fAIN A FORFEI]UHE OH REVERTER CL.AUSE'
8UI CrFllT'fINO RHSTIIICTIONS' IF ANY' BASEI ON fIACE' COI-$R' REl-ltlION' OR
NATIONAL ORIGIN' A$ CONTA}NED IN INSTRUI{FI'II RECORDED ilarch 23' I?63, IN
BC|OK 174 AT PA6E 575.
12. IITILITY EASEIIENT FM FEET IN tfIDTH ALONG Tl'tE NOR'IHWE$TERLY LOT LI|.IE OF
SUBJECT PROPERTY AS SHCIslN ON TllE RECoRnlln PLAT nF VAIL VII-LAGE, 'fHIltB
FILINCI.
13. STREAII AND POND AFFECTING A P']RTION OF SUBJFCT TTOFERTY AS S}IOT.IN ON THE
RECORBEO PLAT OF VAIL VILLAGE, HIRO FII.IN€.
14. LIS PENDEN$ IN THE NI$TRICT C(trtKT IN ANU F(IR T}IE COUN'TY OI-'EA(JTE ENlI]'LE.U
Tl|of'lAS B. ANEERIjON' PI-AINfIt:F(S), VS VAIL A$Sllt-:IAI'US' INC.r A COL'IRAUO
crrRPoRA'l't0N, E:T AL, DEFEHIIAN'r($), REC0Rn[:D Hav t/, 1971' lN F00< ?"O A'l
PAGE 509, CML ACTION NO. 16S1. \
lti. RESTRICTION AS CUNTAINEN IN },ARRANTY NEUN Rf.JCIST{NFD DENFHFTF]'FI 14' 1977 IN
BOOK 263 AT PAGE ii34 A$ FOLLOI,XiI
,,NO II"{PROVEf",IFN S UF ANY KINU T.IHATSOEVER S}ItrILL tsE CONS'I'RUCILtI OTI EI{ECIEI.I
UFON THE SUBJECT PREI"TISES lflTHCLIT THE $lRIf fl:N AI''PROVAL' IN f\tlVAfilL:E' OF
r:. GARY SKARTVEUT ANN VIRGINIA B. SI(ARTVEIIT, I.'}IU SI.IAT.L HAVE THE RIG}IT TO
APPROVE OR DENY THE LT}CATION AS I"IELL AS EXTCRIOR APPEARANCE I]F ANY SUCII
II,IPRCIVEHENT, PROVIOEB T}IAT STJC}I APPRI]VAI. OF FXTFRIOR AI'PEATIANI:E OF fd'CII
IHPRTIVIiHENI' SlJAr..l_ NOI ttE r_tNfrFASr-rNA$t-y WItilt{El n $tt I r}Nrl rlB SAIE EXTERIOR
FAI:JE
ALT cofit{tT
$c|{Eort-E B -2
ITENT
{Excrrt I onr I AFFI lcation l{o. V9l3{
OOTSOR}IB OET€Rfl.LY tN APPEAR,I$ICE TO THOJE STRI,CTURSE CURRE}ITLV L$AT€D t]r{
LOTS 2 AND 4r VAIL VILLABE' THIRB FILINS' COUNTY OF EA{ILE' grATE tr
OS.IIRAIIOT A}ID PRttr/IDED FURTI.ER THAT T|IE COVENANT SIUT-L EXFIRT OF ITS (ilil{
TERII TE}I YEffi FROII TI{E DATE HEREOF OR AT Si".,CH TIT.IE AS C. OARY SfiRTWDI
ff,l0 VIRIIINIA D. SNffiTVEDT OR TtlE SIIwI\AIR OF rH€lt HAVE Ml lli€RgtltP OR
EISFICIAI. Ii{TEREST IN AAIT' LOT 4, VAIL VILLAGE' THIRD FILIIifi'. "
t
A
Fff'€ 4
i __ .T.nr i. I ,: I
rNs#ctoNTOWN OF
REQUEST
VAIL- I i* -fi-lDATE * *-- rl\LI JOB NAME
READY FOR
LOCATION:
INSPECTION:
PERMIT NUMBER OF PROJECT
BU
(
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NG:
TIN
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vl lN
o
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ER
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PLUMBING:
tr UNDERGBOUNO
tr ROUGH / D.W.V.
tr ROUGH / WATERtr
tr
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tr
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,ILDII
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FRAM
ROOF
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INSUI.
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ETROC
tr POOL / H. TUB
ROOF
PLYW
INSUT
SHEE-NAIL tr
tr
EFINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
PPROVED tr DISAPPROVED EI REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
,1 ,onre f]: I 1 {--r \- L
rNsf"roN REouEsr
TOWN OF VAIL r ' .
-t.t
PEBMIT NUMBEF OF PROJECT
DATE JOB NAME
READY FOR
LOCATION:
INSPECTION:
A"?
APPROVED
./lCALLER !,' '- ' ',-MON TUES , WED ,j THUR FRI
-
AM PMIUE!' . ,WED J THUR FRI
-
AM PM', a \"----'/
i.!*.. -- i. ,.i ..,' ii -?, /
i)rt t"^
,' ,.;L
tr DISAPPROVED tr BEINSPECTION REQUIRED
CORRECTIONS:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
DATE INSPECTOR
I
INSPECTION REQUEST
TOWN OF VA|L ' .
I
It-
DATE
READY FOR
LOCATION:
I
CALLER
INSPECT WED _l) iTHUR FRI
f t,5(tr
I |.r Ir
)(.-ru {'
.-4.)tl
PEBMIT NUMBER OF PBOJECT
n
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
RTOUNDAT|ON / STEEL
tr
tr
tr
tr
tr
tr
tr
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H. TUB
NAIL
FINAL
ELEGTRICAL:
tr TEMP, POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
o /ruer-tr FINAL
,/".:4 TPPROVED
RRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
0fh,
Jii
INSPECTOR
rNs#croN.TOWN OF
I
i
PERMIT NUMBER OF PROJECT
REQUESTVAIL I.r L l(tt-DATE '/ l,).> / I u JoB NAME
I
CALLER '
READY FOR
LOCATION:
INSPECTION: MON TUES fe;:,K),
.! ,,"tr DISAPPROVED tr REINSPECTION REQUIRED
THUR PMAMFRI
q/l.eeaoveo
CORRECTIONS:
BUILDING:
tr FOOTINGS i STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL u
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
q RoUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL
{
FINAL
/
\ TNSPECTORDATE
l
i
JOB
INSPECTION:MON THURREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D FOUNDATION / STEE-
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION -tr POOL / H. TUB
O SHEETROCK NAIL tr
\o
trtr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
p r,rftnr-tr FINAL
'PROVED
RECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR..
PERMIT NUMBER OF PROJECT
DATE
f-a
INSPECTION REOUEST
TOWN OF VAIL .
t
t
I
i
JOB NAME
MON
CALLEB
TUES ,'WeD ilrun \tl'.-$i'..r., AM @FRIREADY FOR
LOCATION:
INSPECTION:
"-,':).-lJ l --,-!n \
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
ttr'u
tr
tr
tr
tr
o
FRAMING
-ROOF & SHEER
PLYWOOD NAILING tr
tr
tr
u
GAS PIPING
INSULATION
SHEETROCK
POOL / H. TUB
NAIL
FINAL FINAL
PLUMBING:
tr UNDERGROUND
V *oron / D.w.v.
Si*oro* / wArERt\
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
tr tr
,'lr,*o,-FINAL
OVED tr DISAPPROVED tr REINSPECTION REQUIRED
coflRECTTONS:
D^TEW
) .,{
1<tltJ IF
a( _-:t t r
PERMIT NUMBER OF PROJECT
oot= ?- f 3-?(o ,o, *o*
rNs#cnoN REQUESTVAIL I
I
;
TOWN OF
READY FOR
LOCATION:
INSPECTION:MoN ruES @ THUR FBI
CALLER
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER\r*nrr,rrruc: FOOF & SHEERYpLvwooo NAtLtNG tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK, NAIL tr
tr tr
tr FINAL B FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT
-
tr SUPPLY AIR
tr tr
UFINAL tr FINAL
\PPROVED
RRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECT
boyle engineerlng, Inc'
143 e, meadow dr. 3uite
crosrroadl rhoPPing
vail. colorado 81657
3031476-2170
THE FOLLOWII'IG WAS NOI-EI.):
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M|AJIMUM rrJAturura-
t
INSPECTIONTOWN OF
REQUEST
VAILPERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
CALLER
TUES,WED THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr
tr
tr.
tr
tr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILI tr GAS PIPING
INSULATION i tr POOL / H. TUB
SHEETROCK NAIL tr
tr
trFINAL FINAL
ELECTRICAL:
E TEMP. POWER
MEGHANICAL:
tr HEATING
O ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr flNAL tr FINAL
\PPROVED
RRECTIONS:
tr DISAPPROVED E'REINSPECTION REQUIRED
DATE INSPECTOR
--.
_4)r\)
INSPECTION
TOWN OF
a
REQUESTVAIL r '
DATE
READY FOR
LOCATION:
JOB NAME
CALLER
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tNG /'?[- tr RoucH / wATER
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
ELECTRIGAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
i:-VF
PERMIT NUMBER OF PROJECT
DATE
READY FOR INSPECTION:
rNs#cnoN
TOWN OF
|l
REOUESTVAIL r/
} NAME
MON
l.t
CALLER
@,-WED THUR FRI PM-@
LOCATION:-s' ,i' ?a\
'f .// /'--L: ..t,'c /
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
-, ROQS & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
fl sneernocr
tr POOL / H. TUB
NAIL tr
tr tr
trtr FINAL FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
E] ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
At OVED tr DISAPPROVED tr REINSPECTION REQUIRED
RECTIONS:
INSPECT
. ' ' ( I (!
PERMIT NUMBER OF PftOJECT
INSPECTION REQUE"S.TVAIL i
DATE JOB NAME
TOWN OF VAIL
READY FOR
LOCATION:
CALLER
TUES
) r"', l
INSPECTION:M WED THUR ,,.-Fil)PMAMON
^ 1i.
Vorr*ou.o tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
T1
tr
tr
UMBING:
tr
tr
tr
tr
tr
tr
FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERFRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
D HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
N,/FINAL tr FINAL
DATE INSPECTOR
{urdm-,
CALLER
TUES
INSPECTION
TOWN OF
THUR FRI
t
REOUESfVAIL r
READY FOR
LOCATION:
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH i WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. .POWER
MECHANICAL:
D HEATING
tr ROUGH EI EXHAUST HOODS
tr CONDUIT
tr_
tr SUPPLY AIR
n
tr F/NAL N FINAL
(t d AFpnoveo -r-co - tr DTsAPPRovED./i !
dORRECTIONS:
-
tr REINSPECTION REQUIRED
INSPECT
U (-tn-t
PER IT NUMBER OF PROJECT
I
INSPECTION
TOWN OF
a
REQUESJVAIL t
,)
DATE JOB
INSPECTION:MON
CALLER
TUES
'd i,br
WED THURREADY FOR
LOCATION:
\'\,
.I
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER{*nnrr,trruc 3-\ <--e.
d 19.95^LSJ.qFR.. ^ _tr GAS PIPINGPLYWOOD NAILING
tr INSULATION
tr SHEETROCK
E POOL / H. TUB
NAIL tr
tr tr
trO FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
q FINAL tr FINAL
4lhppnoveo
Jd*r."r,o*.,
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOh-
-'-I/J. j Yr//
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
G
INSPECTION
I
REQUES.T
TOWN OF VAIL
JOB NAME --r.
CALLER
t{Dy" TUES WED THUR FRI
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
r_r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
E FINAL
PROVED
RECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTO
a.
t.i
a
I
MEMOBANDUM
TO: GENE A. SMITIT
IROM: DIANA S. TOUGIIILL
SUBDIVISION OF LOT 3, BLOCK 3, VAIL VILLAGE-THIRD FILING
Approximately three months ago we discussed. the attachedcorrespondence from Lamy Reno and you were going to replyto the letter.
Larry Reno just telephoned and i.nformed. me that he has had noreply to the Letter as of this date. Iyill you please checkinto this matter and let me know your opinion and r wirl theiranswer the letter.
My position on the matter is unchanged from our conversationand from the position stated in ny ietter of March 4, LgZb,a copy of which is attached.
Thanks.
RE:
IJATFRENOEI R. RDNO
ATTORNEY AT LAW
646 METROPOLITAN BUILDING
1612 COURT PLACE
DENVER, COLORADO 9O2O2
August L2, L975
TELEPHOHI
(!o!) 2r!-.4!t
Town of Vail
Deparunent of Cornmunity Development
Box 100Vall, CoLorado 81657
Attention: Dianna S. ToughiJ.l
Zoning Administrator
Dear !ls. ToughilJ.:
At long last, I am responding to your letter to meof March 4, L975 (which for some reason was not receiveduntil March 24, L975). This is in regards to the "Resubdivisionof Lot 3, Block 3, Vait Village-Third Filing". I previouslydealt with your office on this matter but perhaps it wouldbe beneficial to the parties to explain again tlre intentionsof my clients. First, I do not believe that paragraph 1 ofSection 2 of Article I of your Subdlvision Regulations isapplicable. That provision is to the effect that:
Itwhoever divides a lot, tract or parcel of landinto two or more lots, plats, sites or otherdivisions of land for the purpose, whether inunediateor future, of EereE SuirEffiireEEffiE,EE[-be subject to the provisions of these regulations
whether a plat is recorded or notrr. (emphasis
added)
The purpose and intention of my clients is not, eittrerimnediate or future, for saLe or building development.
Quite the contrary is true. At this tiJne, they have nointention of building on existing IJot 3 or upon either orany of the proposed subdivisions of Lot 3. They wouldmerely like to subdivide the tract at this time for purposesof ownership, maintenance and, control. They are willing toprovide in the d,ocuments creatj-ng the division that ttrere
can be no building on either portion of the lot so long as
Lhe ownership remains separate. In other words, anyonedesiring to build on Lot 3 wouLd be required to reassemblethe lot. This could be provided easily in a deed so as tobe a covenant or condition running with the land to bind allfuture heirs, assigns, etc. Obviously, I am attenpting tosave my clients as much money as possible and I would liketo avoid the necessity of a public hearing. I hope that youwill agree that the language of your Zoning Ordinance doel
T..AWRENOE R. RE.NO
Town of Vail
August L2, L975
Page Two
not apply to this situation. Further, the Town of Vail
would have a built-in saf,ety feature in ttrat if anyone ever
attempted to build on one or the other halves of this lot,they would. have to apply for a building permit and, the Townof Vail would be entitled to deny the permit based upon the
covenant in the d,eed and of your ninimun lot size.
I would appreciate it if you would review thismatter thoroughly, and with the Eown Attorney if necessary,
and respond to ne as soon as you can in order that we rnaydeternine if it is necessary to proceed under the applicationfor variance.
Very truly yours,
. r"i
LttiufaLL& {{Lur
L,awrence R. Reno
LRR/J$cc3 C. Gary Skartvedt
ilohn L. Tyler
l.|r. Lawrenca R. Reto
Reno & Judd, Attorneyr at Law
646 lbtropolltan Bulldlry
lhnvrr, Colorado 80202
Ra: Regubdlvlglon ot Lot 3, Block 3, Vall Vlllage Thlrd Flllng
Oern l{r. Reno:
In rnswcr to your latter of Fcbruary'28, 1975, lt rlll be neccssary for
Jour cllents io resu$lvlde the sub]ect lot In accordance ulth Artlclc
i of the Su$lvlslon Regulatlons of the Torn of Vall whlch stttes *l{ho-
ever dlvldcs a lot, trait or prrcel of land lnto tno or nore lots' plats'
sltes or othor dlvlslons of lind for the purpore' whethcn Inmdlata or
future. of salc or bulldlng developent shali be subJect to the provl3aao!
of thcre mgulatlons'.
I am encloslng an rppllcatlon for the resuMlvlslon and a coPy 9f tlo.-
Subdlvlslon Regulrtlbns. You should also be rwarc that the Zonlng td!n-
rnce provldes i mlnlnr,rn lot size of 15,000 squarc fcot ln.a Rerldentlal
Zone blrtrlct rnd the Plannlrg Csrnlsslon nay therefore dlsapProve the
rosuMlvlrlon.
Plmse accept our apologles for the overslght on the part of the Torn
Attorney"s bfflcc th scnatng you the nccetiary docunents you reqmsted.
lf you hrve further que3tlons, please feel free to call or wrlte.
Yours tnrly,
DEPARII|EilT 0F C0iflJllITY DEVEL0P|-|EI{T
llarch 4, 1975
Dlcna S. Toughlll
Zonlng A&lnlstrutor
LAWRENCE R. RENO
RICHARD O. JUOD
RENO & JUDD
ATTORNEYS AT LAW
646 METROPOLITAN BU I LDI NG
oENVER, COLORADO e0202
303 - 255-4A31
February 28, 1975
OAVID J, TURN ER
Town of Vail
Planning DepartmentVail, Colorado 81657
Dear Sirs:
I am enclosing herewith copies of two Warranty
Deeds (unexecuted) whereby my clients, C. Gary Skartvedt and
,fohn L. Tyler, desire to divide, for purposes of est,ateplanning and title ownership on1y, Lot 3, Block 3, VailVillage-TtrjJd Filing, County of Eag1e, State of Colorado.
They currently own the l-ot as Tenants in Common. As you cansee, there is a restriction j.n the deeds to prevent constructionof any building until such time as the Lot is re-consol-idated.
I have had a great deal of discussion with the
Town of Vail regarding this lot over the past few years,
commencing with several conversations with Larry Robinson.
f-,ast sunmer, I raised this matter by telephone with theoffice of the Town Attorney and was informed that recently
adopted buiJ-ding, zoning and subdivision reguJ-ations wouldbe forwarded to rne, but I never received them. As thisproperty is located in an incorporated village, I woul-d
assume that the provisions of "senate BilI 35" (L973 CRS 30-
28-101-, et seq.) are not applicable. HopefuJ-J-y, this conveyance
does not amount to a re-pJ-at. Otherwise, I would assumethat an exemption or waiver could be obtained upon properapplication and perhaps with a restriction in the resoLutiongranting the waiver. In any event, I would appreciate it ifyou would obtain an opinion from your Town Attorneyrs officeas to whether or not this transactj-on is satisfactory aspresented or if we must make an application to your planning
department and follow through from there. I wouLd also liketo receive copies of your planning, zoning, building andsubdivision regulations.
Verv trulv voura.,,-T)
f//-Ui'/-( (,,( QLufi-awrence R. RenoLRR/kb
Enclosuresqc: C. Gary Skartvedt
ilohn L. Tyler
irr-^.wrrr(r(Al\I I ut.ulJ
VEDT and TYLtsR,
whose address is c/o C.G. Skartvedt, 23Drive, Englewood,
County of Ara paho e
colorado , for the consideration
dollars, in hand paid, hereby sell(s) and convey(s)
JOHN L. TYLER
Arap aho e
C. GARY SKARTVEDT and JOHN L. TyLER, andtheir respective wives, VIRGINIA D. SKART_
Sunset
, State of
of Ten
to
rvhose address is 4825 So. Fairf ax, EngJ-ewood County of
, and State of Colorado the following real property in the
County of Eagle , and State of Colorado, to wit:
cove-'lf
per-
ha11
A part of Lot 3, Block 3, Vail Village-Third Filing, County ofEagler state of colorado, more parti.cu1ar1y described as f or.lows:
o€t
76r
a-
Beginning at the southwest corner of said LoE 3; thence Northerlyalong the I'Ies terly line of said Lot 3 to the Northwest corner ofsaid Lot 3; thence Easterly arong the Northerly line of said Lot3 to the Northeast corner of said Lot 3; thencl and along adirect li.ne in a southwesterly direction to the southwest cornerof said Lot 3, being the true point of beginning, according tothe recorded plat thereof .with aLl its appurtenances, and warrants the title to the saEXCEPT general taxes and assessment.s for i-975, payable in 19AND EXCEPT all easements, rights of ruay, liniiaiic,ns, reservtions of record or apparant; AND EXCEpi recorded. protectivenants; AND the Grantee acknowledges and covenants, for himsehls heirs, successors and assignJ, that no buirding sha1l bemi-tted on the property conveyed to Grantee unless the same sbe consolidated wj-th_the othLr part of said Lot 3, BJ.ock.3,conveyed to John L. Tyier by deed of contemporaneous date. Thewives of grantors joln in this conveyance sorely to evidencetheir consent to such conveyance.
with all its:ap,pn*man*sex dxrucant(e k thqtitle< bctba xan€, :sthif c&:d&
Signed this day of ,1975
c. cttt siia;ilaar'--""-
JOnn L. Ivler
STATE OF COLORADO,
"Vi f s infa"'D':""SIe-fEV da-d--"'
County of
The foregoing instrument was
]'"
acknowledged before me this
day of ,19 ,by C. Gary Skartvedt and John t. Ty1er, j;J; ;;;- - -',*"'',
ii- My commission expires- ' - -1t4v commission expires
Witness my hand and official seal.
Notary Publlc
s'otrtory acLnolobitomcnt'-rf by-nr'tu-ral porsotr or Daaaons hgrg tns€rt Dams or Dairles: ll by p€rsou eg lg Ln trpresgnt& vo orofftcl'al c:'Daattv or s.a attorngy-h-fa4t. tb6n bseft-ni;; oi- persoo a-s erecutor attonrey-tir-'lacc o! othor clDs,clty or. d6erlD-trou ; lJ bv orlcer ot corooratlbo tlen lnsen nanii oiirici-oirriei-oioiirii,ii-irJiii,ii-ritii.,'ot o" ot-ber orrlcora ot srrch cor-poratlon rratnlna lL
No.897. Wlrr.ntr D€crl.-Shon For.o--g.c. tl8-l-lt, C,R.S. 1963-Bradtord publishina Co., 1894.a6 Stout Street, Denver, Coloredlo_ro.z3
i
I
I
ri
I
I
:
I
I.IARRANTY DEED
C. CARY SKARTVEDT
their respec tive
and
Colorado
and JOHN L. TYLER,
wives, VIRGTNIA D,
23 Sunset Drive, Engl_ewood
, and State qf Colorado
County of Eagle
and
S KARTVE
I
I
TYLER,
whose address is c/o C. G. Skartvedt, 23 SunsetDrive, Englewood,
County of Arapahoe , State of
, for the consideration of Ten
dollars, in hand paid, hereby sell(s) and convey(s) to
C. GARY SKARTVEDT
rvhose address is
Ar ap ahoe
I
i, County of i
;
the following real property in the j
il
, and State of Colorado, to wit: ;
A part of Lot 3, Block 3, Vail ViLlage-Third FiJ_ing, County of iiEag1e, state of colorado, more particularly descrii.a a= rorror":;i
Beginning at the southwest corner of satd Lot 3; thence norttrerry. jalong the I,Iesterly J-lne of sald Lot 3 to the Norr.hrrest corner of irsaid Lot 3; thence Easterly arong the Northerly rlne of said Lot,i
l.,::^:ni.I:t:1":":-c:,rner. of-said Lor 3; thencL ana arong-;- ---
,idirect l-ine in a southwesterly direction to the southwest corner .iof said Lot 3, being che true polnt of beginnittg, """o.;i";-;;-- ljthe recorded plat thereof,
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wtth alL its appurtenances, and warrants the title to the same, iiExcEPT general taxes and assessments tor L975, payable in L976, .iAND ExcEPT al-l- easement.s , righrs of way, tiniiaiiLr," , ru".i".iioo"
o-f _ record or apparant; AND EXcEpr recorded protecti-v" .o.r.rr"rra" r:ail iN? the Grantee acknowledges and covenants, for hi-mse1f , his i
li l.i::, successors and assigns, that no buiiding sha11 be pernirted
. on tne property conveyed to Grantee unless the same shal1 beconsolidated with- the other part of said Lot 3, Block 3, conveyed
,i tr John L. Tyler by deed of conremporaneous date. The wives of ,I granto-t" ioin in this conveyance solely to evidence their consent,,
i, ao such conveyance.
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Siereal this day of , 19 7 S l;
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V i-r g i. ii ia---D . --Skei-tVEA t-'-""'-"""- iSTATE OF COLORADO. 'I - ]' lss. I
County of J*' Tyrer
John L. Ty1er, ;and i
Notary Publlc
gtdrt9-rt Aokiolrbatgrnen|.-lt by tlPtua8l Dsraon o! por'rons b6r6 tns€r! namo or o4tnes; lf by DorooD r,cting tn nspre6onta,tlvo orolflclal- capacltr or as s'ttorncy-h-Ja.et -theB tusort nahe oi pe.rson a€ erecutor attornby-tir-?act or ottei &pedtii;;'ad;;:tton i .u by otflcer of c-orpoEtlbd t-hea tnsert namC ot euch oitftii oioiitcois-irs-ijio -irristisot oi oi-nei oif66rJ-of;u;ii-;;r-poratloq tramlna tL
The foregoing instrument was acknowledged before me thisilayof ,19 , by C. Gary Skartvedt and
*"9 by their respective wives, Virginia D. Skartvedtrvler.- My commission expires
Witness my hand and official seal.
No.897. Wrrntrtt De.Nhoit ForE--Scc. f l8-f-ft, C-R.S. lgfj-Brodford publiehins Co-, 182d-d6 Stout Stre€t, Denver. Colo.adlo-lo-73
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