HomeMy WebLinkAboutMATTERHORN VILLAGE LOT 11 part of LEGALCASH DEPOSIT FORMAT
Legaf Description: Lot ltA . , ,Block-
Subdivision: fibfr.(t{h lt|
Address:
Deueloc€]r:.
Permit Number: Bol - i"'L
ProjectNumber'. ?QsoL-r,tt
lmprovement Completion Date: -----94,4-ut-
DEVELOPER IMPROVEMENT AGREEMENT
by and among
Vail (the "Town").
WHEREAS. the
Occupancy for
tlr,"f and entered into this Z%J?,y^:l #::=;-+2:R(the "Develdpe/'), and the Town of
ition of of the rary Certificate of
(address, legal description,and project number) wishes to enter into a Developer lmprovement
Agreement; and
WHEREAS,
judgement of the To
forth in the attached ated bid(s) in accordance with the apprbvet plfns and specifications
The Developer agrees to establish a_cash deposit account with the Town of Vail, as
escrow agent, in t6e amount of $ -W'@ -- as collateral for the
completion of all improvements refened to in this Agreement, in the event there is a
default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
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 agrqes to complete all improvements referred to in this Agreement on or before the -day oI u/ ZO ,20d?. The Developer shall complete, in a good workmanlike
manner, all improVements refened to in this Agreement, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from the Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deemed
F:\cdev\FoRMS\Permits\Planning\Administrative_Adions\DlA cash formal_5.1&2007.doc Page I of 5
a
complete until approved and accepted as completed by the Community
Development Department and Public Works Department of the Town of Vail.
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
A cash deposit account with the Town of Vail, as escrow agent, in the amount of
S -kes-.- as collateral for the completion of all improvements
referred to in this Agreement, in the event there is a default under this Agreement
by the Developer.
3. The Developer may at any lime substitute the collateral originally set forth above
for another form of security or collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternative security or collateral
shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in this
Agreement prior to the completion and accqptance of the same, nor shall the Town, nor any
of said
officers, agents and employees against any losses, claims,
ed by.rqlson of the nature
by lhDdvgfoper.
l},t'r"i,n rtq&fft any or its
damages, or liaffilies to which the
i3 connection withnl This indemnity
and
any
be
Town or anv of its offpers, aqents or
losses, $irhs, Oamag6s ortaOitities 1d
any perfUrmanbe by"the*. evAJoper he
i
may subject to,as any such
or are based upon
the Town for
any andd*..,teSal sl Sxpenses
inveilgating or
provision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the collateral deposited with the Town for each category of
improvement after the subject improvement is constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the collateral that is being held by the Town be reduced below the dollar amount
necessary to complete all uncompleted improvements referred to in this Agreement.
6. lf the Town determines, at its sole discretion, that any of the improvements
referred to in this Agreement are not constructed in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this
Agreement, the Town may, but shall not be required to, draw upon the security refened to in this
Agreement and complete the uncompleted improvements refened to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy refened to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
Flcdev\FORMS\Pemits\Planning\Administralive-Aclions\DlA cash formau-16-2007.doc Page 2 of 5
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lf the costs of completing the uncompleted improvements referred to in this Agreement
exce'ed the dollar amount of the deposit, the excess, together with interest at twelve percent
('l2o/ol per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad
valorem taxes levied against such property. lf the Developer fails or refuses to complete the
improvements refened to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to
penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty),
of the VailTown Code.
7. The Developer shall warranty the work and materials of all improvements referred
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter
8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by all parties hereto.
F:\cdev\FORMSv)ermits\Planning\Administrative_Ac-tions\DlA cash format_5-16-2007.doc Page 3 of 5
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Dated the day and year first above written.
STATE OF COLORADO
COUNTY OF EAGLE
Tlle f oregoi n g Dgvelope r [m prove ment Ag reem ent(-O Day of 5.t4\-eaa^9c,2- ',z0p.:Lby _l
Witness my hand and official seal.
My commission expires_ii r Lo
*&r
Planner
STATE OF COLORADO
COUNTY OF EAGLE
Town
)
)ss.
)
Tlp foregoing*o Day ot
D^eveloper lrqprovement Agrgement was acknowledged before me this
)-qrl"--v"-\brc.- ,20f5-lby (till,\ tC.\ftr fn.rf ,rra{t-
Witness my hand and official seal.
My commission expires:
Flcdev\FORMS\Permits\Planning\Administrative-Ac{ions\DlA cash format-s-16-20O7.doc Page 4 of 5
F:\cdev\FORMS\Permits\Planning\Adminislrative-Actions\DlA cash formal-s-16-2007.doc Page 5 of 5
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HENKE5 & A5SOCIATE5 INC.
P.O.BOX5623
vArL, co 81658
970-477-Otr7
'WOPKIIW tUfTH THE t'lAruPAL EEiUTv OF THE PUKIES'
..1 i -YlUlu t
FE Art'igwti Pesifute
To rhom it cwtcerns,
This httcr is to rc,prt thc prcgrcs of ladsapitg at 1172 6qtew Dr. The lodscqirg is
3oZ colrphted ud o totol of $45,OOO at cmphtim qpwtitmtely Septcnber 3il rather
pernittirg. Still to doare Aspens, shrubs, itigntion, lam,4 mlbny.
---\ ,1 -1
Sincere(, @ u-
Andrery Henkes pholr: 9704774117
P.O. Box 5623 cellt97G9{)4-ll4?
Voif, CO 61658 Foxz9TO-479-64O9
Town of Vail
Department of Community Development
75 S. Frontage Road
Vail, CO 81657
Please make checks payable to the TOWN
Date ? r Ur
OF VAIL
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Design Review Boad lni+rh'r"rftlff-
c6ti. TY cEt/ELOFtf t
ACTIOI{ FORM
Department of Community Development
75 South Frontage Road. Vail, Colorado 81657
tel:970.479,2139 fax:970.479.2452
web: www,vailgov,com
Proiect Name: ARRIGONI CHANGE
Project Descripuon:
DRB Number: DR8070503
FINAL APPROVAL FOR A CHANGE TO THE APPROVED PLANS OT ADD FENCE ON EAST SIDE OF
PROPERTY
Pafticipants:
OWNER GENEVA LLC
PO BOX 3125
VAIL
co 81667
APPLICANT GENEVA LLC 09l20lzoo7
PO BOX 3125
VAIL
co 81657
ProiectAddressz t722 GENEVA DRVAIL Location: 1722 GENEVA DR.
Legal Description: Lot: 11-A Block: Subdivision: MATTERHORN VILLAGE FIL #
Parcel Number: 2103-123-1203-5
Comments:
0912012007
BOARD/STAFF ACTION
l.lotaon By:
Second By:
Vote:
Conditions:
Action: STAFFAPR
Date of ApprcvaE 0912L12007
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval,
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Bill Gibson DRB Fee Paid: $20.00
t'
Changes To The Approved Plans
Application for Design Review
Department of Community Development
75 South Fronbge Road, Vail, Colorado 81657
teli 970.479.2L28 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design rwiew 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 Redew
cannot be accepted until all required information is received by the Community Development Deparbnent. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approvat lapses untess a building permit is issued and construction commences withln
one year of the approval.
ofl(l,
o
\,
0
(,
otr
$20 For revisions to plans already approved
Design Rwiew Board.
3 Sets of Plans Addressing Project Changes
Signature of Homeowner(s) or Association
Description of the Request:
Locationof theProposalt nt:r/// elxkt .--- suwnvlsion: , € t/'/lzz '/22Q1rc-
Physicaf Addrcss: , '-'^- rt, ,r^ ' / 2 /
parcer No. : Z/A3- /21 - /zal :{(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:
Phone:
Owner(s) Signature(s):
Name of Appllcant:
Mailing Address:
Phone:
E-mail Address:icza.l"r' "242_AA
Type of Review and Fee;
R oanSes to Approved Plans
Submittal Requircments:
F:\cdevlFORMS\Petmib\Planning\DRB\drb-change-to-approvedjlans-1-page-0$1 1-2006'doc
JOINT PROPERW OWNER
WRITTEN APPROVAL LETTER
I, (print name)a joint owner of property located at
provide this letter as written approval of the plans dated
which have been submitted to the Town of Vail Community Development Department for the
proposed improvements to be completed at the address noted above. I understand that the
proposed improvements include:
Additionalln please chetk the statement below which is most applicable to you:
I understand that minor modnailons may be made b the plans over the ourse of the
ptoffis to ensure ampliance with the Townb appliable ades and rqulations.
D I request that all modifrcations, minor or otJnrwire, which are made to the plans over the
nupe of the review procas, be brought to my attention by the applicant for additbnal approval
before undergoing fufther revie.w by the Town.
review
@ate)
(nitial here)
Arrigoni lwoodt
. Mailing Addres: P.O. Box 3125 . Varl, CO 81658
Shipping Address: 23698 N. Hu"1 24 C2.4. Mintum, CO 81645
Phone; (970) 479-1800. Far (970) 479-1818. E-mail: arrigoni@vail.net
www.arrigoniwood.com
Type of Wood
Dimensions
Contact Name
Physical Addres
Mailing Address
Phone
E-Mail
Fax
****t***********+++i*+********+****t***+*tt++i*tt****f 't+**'t'****++*'t++f
TOWNOFVAIL, COIORADO Statem€nt
StatemenE Number: R070001914 Amount: $20.00 O9/20/2OO7L0:07 AM
Palment Method: Check Init: JS
NoEaeion: L427 /B;AIJZ
ARRIGIONI
Permit No: DRB070503 Type: DRB-Chg to Appr Plans
Parcel No: 2lO3-123-1203-s
Site Address: 1?22 eniIEVA DR VAIIJ
Location: 1722 GENEVA DR.
Total Feea: $20,00
Thia Palment: $20;00 Total AIJr, Pmts: $20.00
Balance: $0.00
+*+++*tf't't{'************f*+*t*****'t*a'****'t*'l**ffll+t*+*******+*****'t***{"t**++{'*'}a'+*+++++**+tf
ACCO{JNT ITEM LIST:
Account Code DescriDtion Current Pmts
DR OO1OOOO3TT22OO DESIGN REVIEW FEES 20.00
lYld/uhorn Vlop' 161-ltA t
Design Review Board
ACTIOI{ FORM
Department of Conmunity Development
75 South Frontage Road, Vail, Colorado 81657
tel:970.479.2139 fax:970.479.2452
web: www,vailgov.comCd|r,t${IY IEITELCPTE{|
Prcject Name: ARNGONI CHANGE
Project Description:
Participants:
OWNER GENEVA LLC
PO BOX 3125
VAIL
co 81657
APPUCANT GENEVA LLC
Project Address:
Legal Description:
Parcel Number:
Comments:
DRB Number: DR8070373
FINAL APPROVAL FOR A CHANGE TO THE APPROVED PLANS FOR THE CHANGE OF THE
DRIVEWAY LAYOUT AND ADDING LANDSCAPING
0810212007
o8l02lzo07
PO BOX 3125
VAIL
co 81657
1722 GENEVA DR VAIL Location: 1722 GENEVA DR,
Lot 11-A Block: Subdivision: MATTERHORN VILI-AGE FIL #
2103-123-1203-5
Motion By:
Second Byr
Vote:
Conditions:
BOARD/STAFF ACTION
ACtiON: STAFFAPR
Date of Approvalz 0810212Q07
Cond: 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building, Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval,
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: George Ruther DRB Fee Paid:$20.00
I
,Changes To The Approved Plans
Application for Design Review
Depaftment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L28 fax: 970.479.2452
web: www.vailgw,com
General Information:
All projects requiring design rsriew must receive approval prior to submifting a building permit application. Please
refer to the submittal requirements for the particular approwl that is requested. An application for Design Review
cannot be accepted until all required inbrmation is received by the C-ommunity Development Depaftment. The
p@ect may also need to be revienved by the Town Courrcil and/or the Planning and EnMronmental Commission.
Design rcview approval lapses unless a building permit is issued and consbuction commenoes within
one year of the approval.
Description of tlre
Location ofthe Proposah Lot:Subdivision:
Parcef No.: ZLOS tZl rcO1 d<contact Eagle co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s) of Owner(s):
Mailing Address:
Phone: 77a r77 A2 ?
Owner(s) Signature(s):
Name of Applicant:
vrl6)o
\,o
W
{(4fPhysical Address:
Mailing Address:
Phone:
Fax:
?Dy'77rs@
fTanzrgre
Type of Review and Fee:
tr Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the
Design Review Board,
submittal Requir€ments, -eJ'|e" '\s"L'! -;-'
, I il
3 Sets of Plans Addressing Project Changes
Signature of Homeowner(s) orAssociation lSEn hE b "-"--'",.r.1
Ftcdev\FORMS\Permib\Planning\DRB\drb_change_to_approvedltlans-lltage-05-1 1-2006.doc
* * * * *************** *********f*t**+*** + t** ***
TOWN OF VAIL, COLORADO Statement
*****++++'t*********tii**++'i'}ft*{.**********+**+******tt++*****t+**+'}+++++*****++*******t{"t*t*
Statement Number: ROTOOO14OB Amount: $20.00 08/02/2OO7t1 :01 AM
Payment Met,hod: Check Init : ,fS
Notation: L42O(BALa
ARRIGONI
Permit, No: DRB0703?3 Tlpe: DRB-Chg to Appr Plana
Parcel No: 2L03-123-L2O3-5
Site AddresE: 1722 GENEVA DR VAIL
Location 3 1722 GENEVA DR.
Total Fees: $20.00This Payment r $20.00 Total ALIJ Pmts: $20.00Balance: $0.00**+********f******t*********+'t+*****+**{'X*+++******t***t*t**+f***++***********************+*
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
DR OO1OOOO3LI22OO DESIGN REVIEW FEES 20.00
Arrigoni
L "lr
\\
Woods
Building Department
Town of Vail
75S Frontage Road
Vail- Co 81657
Subiect: Thankvou!
Dear Town of Vail Building Departrnent:
Last year we built our new home at 1722 Geneva drive and we would like to take the
opportunity to thank all of you for making the building of our home such a pleasant
experience.
It has been a great pleasure to deal with each departrnent at the town, from the initial
design to the very last inspection. Everybody at the town was always friendly, available
and willing to answer our questions or to deal with common building issues.
Thank you again and we are looking forward to working with the Town of Vail in the
near future again.
Sincerely,
Arrigoni
Mailing: P.O. Box 31 25, Vail, CO 41658
Shipping & Showroorn: 23694 N. H'wy 24 C2-4, Minturn, CO 81645
www.arrigoniwood.corn . e-mail: info@arrigoniwood.corn
1-aaA-4ADMONT. Phone: (97O) 479-1aOO. Fax: (97O) 479-1814
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2t38
Building--- > $3, 099.35 Restuarant Plan Review- >
Plancheck--> 52,014.58 RecreationFee------>
lnvestigation- >
Will Call--->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S;DUP) PERMIT Permit #: 807-0048
Project #: PRI06-0518
Job Address: 1722 GENEVA DR VAIL Status . . . : ISSUED
Location.....: 1722 GENEVA DR. Applied . . : 03ll3l2W7
Parcel No...: 210312312035 Issued. . : 0411812007
Expires.....: l0ll5l2W7
owNER GB,TEVA Lr,C O3/L3/2OO7
PO BOX 3125
VAIL
co 81557
APPLTCANT ARRIGONr TNCORPORATED 03/13/2007 phone: 970-479-!800
P.O. BOX 312s
VAIL
co 816s8
L,icense: 200-B
CONTRACTOR ARRIGONI INCORPORATED 03/13/2Oo7 Phone:. 97O-479-t800
P.O. BOX 3L2s
VAII-,
co 81658' License: 200-B
Desciption: TEAR DOWN EXISTING HOUSE, CONSTRUCTION OF A NEW SFRoccupancy Type FacUor Sq Feet ValuationTotals... 4,4LL $475,000.00*
Number of Dwelling Units: I
Town of Vail Adiusted Valuation: $476.000.00 Revision Valuation: $0.00
'"' i'furo,. v, ttg,-
9551- 5s Additional Fees--:--- >
So-oo Total Calculated Fees--- > S5,778.58
$0.00 TOTAL FEES---------> $s,??8.s8 Total Permit Fee------ > $s,?78.58
93. 00
Approvals:
Item: 05100 BUILDING DEPARTMEIflI
04/L0/2o07 cgrrnion Action: CR
O4/L'|/2O07 caunion Action: AP approved corrected plans
Item: 05400 PITAIINING DEPARTMEIflr
O4/LO/2oo7 ceorge Action: AP
IIEM: O55OO FIRE DEPARIT,IEI{|IT
03/22/2oo7 DRhoades Action: CoND see conditions listed on DRB07-0003.
04/03/2oo7 Mccee Action: AP Approved on condition NFPA 72 compliant
fire alarm
system is installed:
Provide 360 degree pedistrian access, including defined path on back side of
house and access
to the dining terrace from the sidewalk.
Payments----------- >
BALANCE DUE-.-.---.. >
s0. 00
90.00
**{.*.{.{.**'.'(*1.************'|.*'(*,t(t{.***********it*****,'t*'|.*,F*,t.*****'.**itd.*,F{<*:**1.,f*.*!*.{.*.******{(,|(*********
CONDITIONS OF APPROVAL
Permit #: 807-0048 as of 04-18-2007 Status: ISSUED
******:1.***,k**************.*{.*1.*:1.*****:************.*{.!t ***t(*,t(tr*!***{.***,F********1.*1.********************1.*****
Permit Type: NEW (SFR,PiS,DUP) PERMIT Applied: 0311312ffi7
Appticant: ARRIGONI INCORPORATED Issued: 04ll8l2w7
Job Address: 1722 GENEVA DR VAIL
location: 1722 GENEVA DR.
ParcelNo: 210312312035
**:|.:}****.*t**!i(****'(*.{<**t(****{.*{.*|t.**1.***********i.*,!*,t*,t.****{.*{.1.*,tc{<'(*it*i('<*{.**'(*'|.t,|l'f********{C*{c*****
CONDITIONS
*,t.*,|.*'t*'l{.{.'<it*********,F'F,F{.i.{.{.{.****:r{.i({.'({.x{.*.*****'t<*'r*i<*,k*,.*,i{.,t*!t***x.*******!|(**l*******
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SI.JBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQInRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008768
Fire sprinkler system required and shall comply with NFPA l3R(2002) and VFES
standards.
Cond: CON0008769
Monitored fire alarm system required and shall comply with NFPA 72(2002) arfi
VFES standards.
Cond: l8
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R3ll.5 OF TIIE 2003IRC OR
SECTION 1OO9 OF THE 2OO3 IBC.
Cond: 19
(BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003IRC OR SECTION
l0l2 0F THE 2003 rBC.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R31O
OF THE 2OO3IRC OR SECTION 1025 OF THE 2OO3 IBC,
Cond: CON0008845
(BLDG.): A COPY OF Tt{E OPEN HOLE SOII-S REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
ftem: 05500 PITBI-,IC WORKS
03/28/2007 gc Action: AP
It,CM: 05550 ENGINEERING CIVIIJS
See the Conditions section 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 information required, completed an accurate plot pian
and state that all the information as required is correct. I agree to comply with the information and plot plan, !o comply with all
Town ordinances and state laws, and to build this strucnrre according to the towns zoning and suMivision codes, design review
approved, Intemational Building and Residential Codes and other ordinances of the Town applicable thereto.
NEQT,JESTS FIOR,INSPECNON SIIALL BE MADE TWENTT-FOIJR IIOTru IN ADVANCE TELEPIIONE AT 47}2149 OR AT OUR OTTICT TROM &OO
AM.4PM.
SIGNATURE OF R CONTRACTOR FOR HIMSELF AND OWNET
ll
APPLICATION WILL NOT BE ACCEPTED IF I
COMPLETE VALUATIONS FOR BUILDING
Et#'U6Vffirr*i;ffioa'osz$
vB
TOWN OF VAIL BUILDING PERMIT APPLICATIONt"0" ,".,75 S. Frontage Rd.
Vail, Colorado 81657
t#c
CONTRACTOR INFORMATION
neral Contractor:
AgRrtoc.o't
ail Reg.Contact and Phone #'s:
Email address:
Contractor Signature:
PERMIT bor & Materials
BUTLpTNG: $ .3go,C<X), Cf ELECTRICAL:$ 3-l Crc A)OTHER: $
PLUMBING:$ 3SAO. rc MECHANTCAL: $ 24@.01 rorAl:$ +76, fu;An
r Parcel l+ contact Eagle Cgunty Assesso rs Office at 970-328-8640 or visit rt/ww,elole-cot tntv at
-P-ar,^c€!,f 2ro=- t2y/Aog-f
Job Name: A r:{:; , ..\
_______{1_K.y:LbcNet Kes'^de{f,p-Job Address: z .-\l-l)'t Gen(vL,< lrire-
ts"e.'iptull L"t' 44 ll erocr: ll riring' / ll s,uoiui"ion, l-hltehtn V/@
Owners Name: -"tt
^t-a i( lntl\n .t7 f fsc,t i Phon"'q7oET/-djjooo,."?a..k,iffi Phont'qro-g?q-3-:.D
"on*q7og+q-776?uelatteo descnption of yvork: "-'l- v ,:['or<1aon d p.ds\nahr-rsp, fpndr,rc.lroy-r r(
^]*
_.;nalr tftr;,l,, /luv;
WorkClass: Newfi Addition( ) Remodet ( ) Repair( ) demol I Oilier1 I t
Work Type: Interior ( ) Exterior ( ) Both pf Does an EHU exist at this location: yes ( ) No ( )
Type of Bldg.: single-family gqf rwoJamiry ( ) Murti-famiry ( ) commerciar ( ) Restaurant ( )other( )
No. of Existing Dwetling Units in this bui{ding: L.t A_ ,v 1.,
-
elet ( ) Wood Burning (2q) i*
lotrvpe=9f FjPplaces ) woooipettet ( ) wood Burning (NoT ALLOWED)
Does a Fire Alarm Exist: %aF--No (Does a Fire Sprinkler System Exist: Vesal---NoQf
| **************************************FOR OFFICE USE O N Ly***tr1*********************************
07 t28t2004F:\UsersuSuther\newBLDGpERM.DOC
Arrigani
Woods
THICKIYESS: l8 centimeter/ 7 3132"
o BrandkennzifrerBKi? Fire Index: 6 q.3
Sperzifische \Yecmekapezitaet/Spccific Thermal Capacit5r: 0.23Wh/kg K,
R-Yilue:22-24
Mailing: P.O. Box 3125, Vail, CO 81654
Shipping & Showroom: 23698 N. dW 24 C2-4, Minturn, CO 41645
www.arrigoniwood.corn . e-rnail: info@arrigoniwood.corn
1 -AAa-4ADMONT . Phone: (97O) 479-1 AOO . Fax: (97O, 479-1A1 A
6= unfl ammable(fire-resistant)
q.3= Smoke Degree 3
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dukta ctunfrgclilhc tm lvrkrlabor rdolgrn 8ohnellvrnuc,lr,
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Vail Daily News for Vail and Beaver Creek Colorado - News Page 1 of 2
March 5. 2OO7
VA]I DAILY
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search! I@
'Green' resort village on tap
Daily Staff Report
Vail, CO Colorado
March 5, 2OO7
$ Comments 1r1 @ crint lR Email
VAIL - The largest environmentally friendly
resort is how Vail Resorts is describing its
plans for a $1 billion ski village in West
Lionshead that will include the mountain's
second gondola.
The 9.5-acre site also willhave homes, a hotel,
offices, retail shops and restaurants, a public
park and public parking, Vail Resorts said
Monday.
All of the buildings will be built to the
environmental standards set by the Leadenhip
in Energy and Environmental Design
program, the company said.
"Ever Vail wiil be designed and built
incorporating the highest quality materials
and finishes and the latest in green building
lechniques. We know it will become a symbol
of our intrinsic relationship with the
speclacular mountain environment we operate
in," said Rob Katz, chief executive officer of
Vail Resorts.
Vail Mountain's vehicle maintenance shop
yard and warehouse, a retail and office
complex and a gas station now occupy the
land, Plans for the new resort village call of
150-250 condominiums, 75-125 time shares, a
100,000-square-foot-room hotel, 100,000-
150,000 square feet of commercial retail,
office, and restaurant space and a 100,000-
square-foot mountain operations facility.
*" cLouDY 43o
classifieds I Place an Ad
for Lionshead
An artist's rendering
of Ever Vail, the
village Vail Resorts
wants to build in
West Lionshead,
along with a gondola
to the slopes,
Special to the Oaily
Browse Vail Daily Photos
wEn fxTnAs
S ever vall map
AROUND V-AJL
..r :, ti lJ .1r.i,. iIiJ !
1 i..a:i:::r r"..1 ,..i'::
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iitcR*.rT.t $N
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Get News Feeds mi$ _Hn:_.$_::ni:
The town of Vail is still reviewing the plans for Ever Vail.
This story will be updated today on www.vaildaily.com
RFIATfD ARIIT If \
.ja,r:,:tv.!r.2:ja: ceot vall Resgrts shopping tor properties
j-riaar.i)i. | ;, ii)aa, lawsuit ongoing over teer skier's death
,r.i,:lii lo, l.1, ,:l)!ir Vail Resolts: Early scason looks good
'..:iri,Qr:r-ra. lii 2ir{;i:, Ski resorts boost enviro scores
'.. : .: ).. ii,t:,r:;
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TiIAt/[L INFO
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3/5/2007
Click to Enlarqe
http ://www.vaildaily.com/ar ticle I 2007 0305iNEws/70305007
Arrigoni
Woods
Building Department
Town of Vail
75S Frontage Road
Vail, CO 81657
March 6. 2007
SuUect ARRIGONI RESIDE]IGE
To\Mrom ltMayConcem:
The Construction of the wall elements used for the Anigoni Residence at 1722 Geneva Drive in Vail will be
build by Theo Wemli Hobbau, CH -5112 Ttralheim. The wtrole building process of the wall elements will be
oredooked by the Engineedng offioe of Husser HoHeimbau AG, CH-5620 Bemgaftn. Plese find endosed
the diploma br he Engineer in Switsedand (lvlartin Zlahlen) wtro will sign for he conect building of hese
elemenb. The Engineer office of Husser Holzleimbau AG will provide the Town of Vail with a detailed picture
report of he building process in SwiEerland, which will show the construction and material used for building
and insulation.
Please do not hesitab b @nta€t us any time, il you have furfrrer questlrns or if you require any additimal
infoimation. Below plece find the contacf infumatbn of fre engineer and building company in $viEerbnd.
WOODS
Theo W€rnli Hotdeu
HeSa 30O
CH 5112 Thalheim
SWIZERI-AND
Hibser Hotdeinbil AG
Obeebenesfasse ZI
CH 5620 Bemgarten
SWIIZERLAND
www.huesser.com
Mailing: P.O, Box 3125, Vail, CO 41658
Shipping & Showroorn: 23694 N. Hwy 24 C2-4, Minturn, CO 81645
www.arrigoniwood.com . e-mail: info@arrigoniwood.corn
1-aA8-4ADMONT. Phone: (97O) 479-1eOO. Fax: (97O) 479-1414
Sincerely,
Bnuce A. Courus, Pn.D.
t I{ATUR L Rf,souRcE C.oNsuLT Nr
P.O. Box 23 . I116 MrNEorA DRrvE
SrLr, CoLoMDo 81652
PHoNqFAx (970) 87G5400
bacol@rof.net
ENvrRoNMENrAr.,
EXPtoMTIoN,
AND MINING
GEoLoGY
(( j li-i i
February 21,2007
t'1AR : :2007
Balz turigoni
PO Box 3125
Vail. CO 81658 TOWN iTF v,AiL.
RE: Lor 1 1A, MATTERHoRN VITLAGE SUBDIVIST0N (1722
GENEVA DRIVE), VAIL
Dear Mr. Arrigoni:
At your request I have examined the subject properly for the purpose of evaluating potential
geologic hazards to the residence proposed to replace the existing structure thereon, and the
effects of mitigating such hazards as may exist on adjacent properties, in accordance with Town
ofVail Regulations Chapter 12-21-15. Nl ofthe lot except for the southern tip, which is excluded
from any geologic hazard zone, and a very small part ofthe northeast corner, included in the
high-hazard debris-flow zone, is mapped in the medium-hazard debris-flow zone associated with
an unnamed drainage as shown on the Town of Vail debris-flow/debris avalanche hazard maps.
The entire residence, as illustrated on the site plan provided,t is thus within the medium hazard
zone. The small portion of the lot in the high-hazard zone is down-slope from the proposed
residence, so long as it is not to be disturbed requires no evaluation or mitigation, and will not
be further discussed.
The lot lies on the eastern edge of the cul-de-sac at the southern end of Geneva Drive, in a
location mapped by Scott, et al. (20O22\ as the apex area of a small alluvial fan developed at the
mouth of the unnamed drainage mentioned above. Surficial materials consist of their map unit
Qfy, younger debris flow deposits, perhaps covered by the lower boundary ofthe toe ofa large
area mapped as landslide, Qls, upslope to about %-mile northwest of Eagle's Nest (Tweto and
Lovering, 1977;3 Scott, etal.,2D02l.The contact between these units is shown as indefinite. Since
composition and properties of the materials are similar, and given the geohazard designation of
the lot in a debris-flow zone, surficial cover will be assumed to be the thin, coarse alluvial fan
deposits that would be typically found at the apex of a fan. Scott, et al. (p.3), define this unit as:
YoUNGER FAN ALrwtuM AND DEBRTS-FLoW DEpostrs (HoLocENE AND llrEsr
PlElsrocENE)-Cenerally consists of poorly sorted, bouldery to cobbly sand and silt that
includes minor lenses of sandy to cobbly gravel and debris-flow deposits. The map unit
' Arrigoni Residence Construction Management Plan, Drvid Deadie, Landscape Architect, Project No. 0527,
January, 2007.
2 Scott, R. 8., Lidke, DJ. and Grunwald, DJ., 2002, Geologic map ofthe Vail west quadrangle, Eagle County,
Colorado: U.S. Geological Survey Miscellaneous Field Studies Map 2369.
3 Tweto, O., and Lovering, T.S., 1977, Geology ofthe Minturn .15-minute quadrangle, Eagle and Summit Counties,
Colorado: U.S. Geological Survey Professional Paper 956, 96 p.
P^GE2
also includes exposures ofcolluvium (Qc) and stream-channel alluvium (Qal) that are too
small to map separately. Unit commonly is matrix supported but is locally also clast
supported. Most of the boulders are less than 1 m in diameter, but local debris-flow
deposits contain boulders as great as 2 m in diameter. Where exposed, the map unit is
nonbedded to poorly bedded. Clasts consist ofsubrounded to angular sandstone and
limestone, largely derived from the Maroon and Minturn Formations (P[Pm and [Pm).
Flooding during or after major thunderstorm is common and presents a hazard to the
town ofVail; the map unit may be subject to channel modification and debris flows during
intense or prolonged rainstorms. Fine-grained deposits may be susceptible to
hydrocompaction and piping-related subsidence, , . . The surface ofthe map unit has been
extensively covered and disturbed by construction in West Vail and Vail, but the fan-
shaped landforms still persist. Maximum thickness of the map unit is estimated to be
about 5-10 m.
Both units may overlie glacial drift of Pinedale age (Qp), although more likely they lie on bedrock,
consisting of northerly-dipping sandstones, siltstones, limestones, and dolomites of the Middle
Pennsylvanian Minturn Formation ([Pm). The ground surface in most of the area was substantially
altered during original construction mostly 25 to 35 years ago, and much of the current
vegetation dates from that time. Neither surface deposits on aerial and ground photographs or
as noted during previous examinations ofneighboring properties, nor existingvegetation, reflect
debris flow since that time, Snow cover at the time of this study has prevented close-up
examination ofsurficial materials and the exact location and character ofthe present channel
immediately upstream and adjacent to the lot is therefore not well known. The Arrigonis have
advised that so far as they are aware there have been no flooding events that have affected the
lot or adjoining properties. Grading and landscaping as indicated on the site plan appear to place
the structure well above the drainage, although specific protective measures for alternative
circumstances are recommended below.
Alluvial fans accumulate at the point steep mountain drainages empty onto lower-gradient
mountain-front topography. fu existing channels build further and further out over the fan and
thus decrease in gradient over time, sedimentation resulting from this decrease chokes the
channel, or the channel becomes blocked by debris flow events, forcing flow onto the surface of
the fan where it cuts a new steeper channel or returns to an abandoned one shorter and steeper
than the active stream. Therefore frnal site grading should be designed to conduct surface runoff
back toward the drainage, while at the same time directing surface flow that might escape from
the existing channel as the result ofchannel plugging or overflow back toward the east or into
the exiting Geneva Drive drainage system to the northwest, in either case away from the
structure. Avery approximate 25-yr 24-hr storm runoffcalculation, utilizing average areas and
approximated (as opposed to calculated) curve number, soil group, concentration time, Manning's
n, and othervariables, suggests a peak clear-water discharge ofless than 5.0 cubic feet per second
(cR), which can be easily handled by a 1-ft-deep, 4-ft-wide trapezoidal channel or its approximate
natural equivalent.a Assuming a 3X safety factor for debris flow as opposed to clear water, or 15
cfs, and a 2-ftwater depth, flow could theoretically be handled by a channel less than a footwide,
although it would be quickly choked by debris.
- National Resources Conservation Service, 1986, Urban hydrology for small watersheds: U.S. Department of
Agriculture Technical Release TR-55. Oftice of Surface Mining, 1988, Watershed model v. 6.21: Borland Intemational.
Prce 3
Since actual channel characteristics could not be observed, only general recommendations can
be made. Ifthe current active channel is closer than 20 ft at its closest point to the proposed
structure, a topographic separation of at least six feet between the channel bottom and the
lowest opening (windows, doors, etc.) in the southeastern and northeastern sides should be
maintained from such point as a 6.0-ft separation is exceeded by existing upstream topography
or the property line, whichever is further upstream, north to the north end of the structure. lt
would appear from the site plan that such a separation may be present naturally. lf not, it can be
accomplished by the use of berms, artificial swales, rock walls, of combinations thereof' lt can
also be accomplished by construction of a stiffened foundation extending above final grade
without significant openings for whatever distance is necessary to bring the total separation to
6.0 feet. The height ofsuch separations can be reduced by 12 inches for every additional 10 ft of
distance between the structure and the channel's closest point to a minimum of three feet.
Special attention must be paid to the geometry ofthe channel upstream to the actual apex point
of the fan, in order to prevent the channel from overflowing or shifting toward the northwest at
or near that point. lfthis area is south ofthe property line (as it appears to be), and sufficient
positive topographic separation (6 ft) is not present naturally and cannot be constructed offthe
lot, a combination of berms, swales, and/or walls is recommended to assure that any spillover
reaching the lot is directed back east into the channel or to the west, between lots .l 1A and 10,
and into the established drainage system ifit is not currently so integrated. Exposed foundation
or other walls on the drainage-facing side or sides of the structure within l0 horizontal feet of
the bottom ofthe drainage channel and less than 5 ft above it should be capable ofwithstanding
a load of 600 pounds per square foot (4.2 psi) and contain no significant openings within that
interval. Rock or other walls which may be constructed as part of the channel itself or that are
immediately adjacent to it should extend a sufficient distance beneath the drainage level to
prevent erosion beneath footers. Earth structures (berms) used to direct water should be
compacted to a Proctor density of85% and revegetated. lrrespective ofother recommendations
contained herein, final grading and landscaping should be designed and constructed in such a
manner as to conveywater, including snowmelt, awayfiom structures and into existing drainage
facilities in accordance with TOV regulations and policies.
To the extent possible, that portion ofthe drainage channel and its flood plain adjacent to and
upstream ofthe property and other properties located on the fan should be cleared ofdebris and
growing plants other than grass and low forbs (trees on banks may be left), to and a few 10s of
feet above the apex ofthe fan, and routinely inspected and kept clear ofaccumulated debris and
other obstructions.
Alluvial fan soils are in general subject to voids created by piping or differential compaction. Soil
testing and foundation design should be conducted accordingly. Considering the possibility that
surficial material may actually be the toe edge of an area of large-scale landslide deposition, soil
testing should also be adequate to detect evidence ofsoil movement, and foundations and other
walls constructed in such material designed by a qualified professional and constructed as
retaining walls as necessary. Boulders loosened during excavation for foundations and utilities,
if any, should be stabilized or removed and the resulting voids filled with compacted material
before backfilling. Alluvial fan materials in the Vail area are generally not conducive to corrosion,
or hydroexpansion; hydrocompaction is an occasional problem in finer deposits but can be
detected by routine soil testing. Source rocks for alluvial fan and landslide deposits in the area
PAGE 4
are not known to contain significant radioactive minerals, but nevertheless all inhabited spaces
should be designed and constructed to prevent the accumulation ofradon or other noxious or
toxic gases.
The property does not fall within mapped rock fall, snow avalanche, or debris avalanche hazard
zones. The property is in an area of modest geological sensitivity with regard to debris flow, but
with proper drainage design, including integration into the existing drainage system, the
proposed construction as described will not increase the hazard to other property or structures,
or to public rights-of-way, buildings, roads, streets, easements, utilities, or facilities or other
properties of any kind. This report is intended to comply with appropriate portions of Town of
Vail Regulations Chapter 12-21-15, and nothing contained herein should be interpreted as
suggesting that the subject property is not exposed to the mapped hazard, or that other geologic
hazards do not exist. Ifyou have any questions, or ifl can be offurther service, please do not
hesitate to contact me.
IMpoRT NT Nonc: This report concerns natural processes that are unpredictable and in large measure poorly
understood. It is intended to identifu potential observable hazards within the scope of work to which the subject
property is exposed and to suggest mitigating measures in compliance with applicable regulations. Nothing in this
report should be construed or interpreted as suggesting the absence of the described hazards, or that the
recommended mitigations will protect the subject property from the described hazards under all circumstances,
foreseen or unforeseen. Nothing in this report should be construed or interpreted as suggesting that additional
unidentified hazards are not present. lt must also be understood that "mitigation" does not mean either the
elimination ofthe hazard(s) or prevention ofthe consequences ofa hazard event or events, only the reduction to the
extent reasonably possible ofthe latter. By accepting this report all present and subsequent Parties thereto agree to
indemnifo and hold harmlessthe preparer for anyand atldamages, direct, indirector consequential, including personal
injury or loss of life, above and beyond the original cost ofthis study, caused by or resulting from any occurrence of
the described or other hazard(s), whether or not such damages may result from failure to identifu said hazard(s) or
from failure or inadequacy of properly engineered, constructed, and maintained recommended mitigations. The
preparer of this report cannot and will not be responsible in any way or manner whatsoever for the proper
engineering, construction, and/or maintenance of recommended mitigations, or the inadequacy or failure of
improperly engineered, constructed, and/or maintained recommended mitigations, or mitigations that have been
altered in anyway whatsoever from those recommended by the preparer. This report may be amended or withdrawn
without notice at any time prior to receipt of payment therefor.
BRUcE A. Cotutrrs, PH.D.
GEomqo|r AriD NATJR^L REsouRcE @Nstfr^I.fis
P.O. Box23
Srr, ColonRno 81652
PHorrrE/Fnx (970) 87G5400
bacol@rofnet
February 21,2007
Balz Arrigoni
PO Box 3125
Vail, CO 81658
Re: Lot l1A, Matterhorn Village Subdivision (1722 Geneva Drive), Vail
Irwolcs
FOR PROFESSIONAL GEOTOGICAL SERVICES
Map, photo, reference work, TR-SS/STORM
calculations, TOV 12-21-1 5 report:
10.75 hrs @ $135/hr $1.451
TOTAL
Please make your check out to Bruce A. Collins, Ph.D.
Thank you very much. We appreciate your business.
Bruce A. Collins
Consulting Geologist
$1,451
Payment is due on receipt. A fee of 1.58 or $50, whichever is larger, may be added if rebilling is required 30 calendar days after
the date ofthis invoice. Past due charged expenses will additionally accrue the applicable interest rate.
ADDRESS FoR ExPREss MAIL DEIIVERY oNLT I116 MINE0TA D&, SIIT, CO 81652
DOUGLAS II4II,I.ER DECMNT ARCHTECTS
SHEPHERD RESOURCES INC / AIA
POST OFF CE BOX 1674
AVON COLORADO 8I62O
r9t0 949 3302 F970 919 5l--.
WWW,SRIARCI IECT.COI'April 13, 2007
Chris Gunion
Community Development
Town of Vail
Vail, Co
IT
ARRIGONI RESIDENCE
PROJECT #0534, BUtLDTNG PERMTT #807-0048
RESPONSE TO PLAN REVIEW COMMENTS
Dear Chris,
We received your plan review comments for the Arrigoni Residence and have these responses to your
comments. The changes are clouded on the drawings.
I For fire rated walls and ceilings at the garage, refer to the general notes lW4 and I CB on sheet A0. I
2 A note has been added to Sheet A2.0 indicating that the door from the garage to the dwelling is | 36"
solid wood.
3 Refer to I C I on sheet A0. I for the ceiling of CL 005 which is usable space under the stair.
4 The ceiling height of the lower level is | 0'-0 3/8" and the main level is 8'-2" from floor to ceiling,
finished height; see also the legends on A2.0, A2. | , dimensions on l/A3.0 and the Theo Wemli South
Elevation (this drawing is actually a section), attached.
5 Refer to Sheet A2.2 for upper level sloped ceiling height diagram and confirmation that we are meeting
requirements of R305. | ; minimum ceiling height at the sloped ceilings of the upper level is 5'- | ".
6 Refer to the attached detail for roof ventilation,
7 The shroud and chimney on the roof are purely decorative and were suggested by the DRB, the
fireplace is a direct-vent unh that vents or.rt on the west elevation.
8
4J;t 'itkt- Fra*:'{hD9 Refer to the letter from Monroe and Newell Structural Ensineers.
feel free to call me at 949-3302.
tl
lllf you have any questions,
fusociate
Arngoni Residence
Project #0527 Page I of I
04/16/2007 16:14 FAX
Construction Site:
1722 Geneva Dr
Veil, CO 81657
Permil # 807-0048
@ooz
REScheck Software Version 4.0.1
Gompl iance Certificate
Project Title: Arrigoni Residence
Reporl Date: 04/16/07
Data fil€name: Olclienl Files\jzoos Pmjssts\0527- Anigoni Residonco 2\B Pmi Admintog Code & Penni$Pemil\Anigoni rescheck.rck
Energy Code: 2000 IECCLocation: Vail, Colorado
Construcllon Typs: Sinits Famlly
Ghzlng Area Percentage: 19%
Heatlng Degree Dap: 9iAB
O*n"74gent:
Balz Arrigoni
pob 3125
Vail, CO 81658
9704791800
arigoni@vail.n6t
Designer/Contractor:
adsm hanison
Shepherd Resourc€s Inc.
pob 1624
avon, CO 81620
9709493302
sdamh@sdarchitect.oom
Cailing 1: Cathsdral Colllng (no attic):
Wall 't: Struotural InsulEtod Panels:
Window 1: Metal Frame wlth Thsrmal Ereak:Double Pan6 with
Low-E:
Door 1: Solid:
Basem8nt Wall 1: Solid Conc'ele or Masonry:
Wall helght 10.0'
Dspth below 9rad6: 9.0'
Insulation depth; 1 0.0'
0.300
0.540
68
10?,
44
4010.5 10.5
Cotnpliance Slatem€fll: The proposed building design doscribed hers i contistent with the bullding plans, sp€cifications, snd other
calculations submittod wilh lha psrmlt application, Tho proposod buildi ha{lbsan de{ign€d to ms€t lhe 2000 IECC requir€mBnts in
list$d in frp IIEScfrock Inspeclion Chad(lisl.
.l ,'t'\\P'2 /__ D"t" *
Name - Ti{B
Anigonl Residsnce Page 1 of 1
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Monroe & Newell
Engineers, Inc.
Apil12,2007
Mr. Balz Arrigoni
P.O. Box 3125
Vail, CO 81658
Re: Arrigoni Residence Building Pernit #807-{1048,
1722 Geneva Drive, Vail, Colorado (M&N #7271)
Gentlemen.
Monroe and Newell Engineers, Inc. has received the Town of Vail Building Department
PIan Review commentq dated April 10,2007 for the above residence. The prefabricated
timber structure was designed by Theo Wemli Holzbau, located in Thalheim,
Switzerland.
We have the following response to the structural plan review comment #9:
The garage roof, which has a slope of 3:12, has been designed for
a snow load of 100 psf per the Town of Vail's snow load requirements.
If you have any questions or comments, please call.
Very truly yours,
MONROE &NEWELL ENG INC.
Spaeh, P.E.
A 20OZ P atinum Corconte Soonr.r of
E[f[IGororaoo
A Componont ol Th€ ADerican hslitote ot ArEhltets
\r' ww. monr()e - ne ',l'e I I. ccl m
70 Benchmrrk R<>acl o Suite 2O4 c lt.o.l]<>x 1597. Av()n, Colorado 111620
07O) 949-776tt. FAX (.97O) 949-4j5lr o enrail: a\,()n@nr()nr()e-nervcll.cont
Principal
Monroe & Newell
Engineer, Inc.
,." F#**t Lcqr
DATE
OATE
2.
'' ' ilxuur tr. LuLunS, r.rJ).
f{Anrn]{l RtsoURff (IM LT xr
P.O. Box 23 . I116 MNEoTADnIvE
Slrr. Comneoo81652
PHoNFJF^X (970) 87654m
bacol@rof.net
ENVTRoNMEMTAL,
EXPIORAITON,
AND MINNC
GEOl.06Y
February 21,2407
Balz Arrigoni
PO Box 3125
Vail, CO 81658
Rr: l'(rr 1 lA, MATTERHoRN vlttAcE SuBDMsloN ( 1722
CENEVA DRIVE}, VAIL
Dear Mr. turigoni:
At your request I have examined tlre subject property for the purpose ofevaluating potential
geologic hazards fo the residence proposed to replace the existing structure thereon, and the
effbcts of mitigating such hazards as may exist on adjacent properties, in accordance with Town
of Vail Reguf ations Chapter 12-21-15. All ofthe lot except for the southern tip, which is excluded
flom any geologic hazard zone, and a very small part ofthe northeast corner, included in the
high-hazard debris-flow zone, is mapped in the medium-hazard debris-flow zone associated with
an unnamed drainage as shown on the Town of Vail debris-floddebris avalanche hazard maps.
The entire residence, as illustrated on the site plan provided,r is thus within the medium hazard
zone. The small portion of the lot in the high'hazard zone is down-slope from the proposed
residence, so long as it is not to be disturbed requires no evaluation or mitigation, and will not
be further discussed.
The lot lies on the eastern edge of the cul-desac at the southern end of Geneva Drive, in a
location mapped by Scott, et al. (200221as the apex area of a small allwial fan developed at the
mouth of the unnamed drainage mentioned above. Surficial materials consist of their map unit
Qfy, younger debris flow deposits, perhaps covered bythe lower boundary ofthe toe ofa large
area mapped as landslide, Qls, upslope to about zn-mile northwest of Eagle's Nest (Tweto and
Lovering, 1977;3 Scott, et ol.,2W2l.The contact between these units is shown as indefinite. Since
composition and properties ofthe materials are similar, and given the geohazard designation of
the lot in a debris-flow zone, surficial cover will be assumed to be the thin, coarse alluvial fan
deposits that would be typically found at the apex of a fan. Scott, ef cl. (p. 3), define this unit as:
YouNcER FAN ALLT.MUM AND DEBRIS-FL0W DEposrTs (HorocENE AND IATEST
PusrocENEHenerally consists of poorly sorted, bouldery to cobbly sand and silt that
includes minor le nses of sandy to cobbly gravel and debris-flow deposits. The map unit
' Arrigoni Residence Construction Management Plan, Drvid Deadie. l"andscape Architec(, Project No. 0527,
January.2007.
' S.ott, R. B., l-idke, DJ. and Crunwald. DJ., 2002, Geologic map of the Vail West quadrangle, Eagle County,
Colorado: U.S. Geological Survey Miscellaneous Field Studies Map 2369.
3 Tweto, O., and Lovering,T.S., 1977, (ieologyofthe Minturn lS-minute quadrangle, Eagle and Summit Counties,
Colorado: U.S. Geological Survey Professional Paper 956. 95 p.
PAGE 2
also includes exposures of collwium (Qc) and stream-channel alluvium (Qal) that are too
small to map separately. Unit comnronly is matrix supported but is locally also clast
supported. Most of the boulders are less than I m in diameter, but local debris-flow
deposits contain boulders as great as 2 m in diameter. Where exposed, the map unit is
nonbedded to poorly bedded. Clasts consist ofsubrounded to angular sandstone and
limestone, largely derived from the Maroon and Minturn Formations {P[Pm and tPm]'
Flooding during or after major thunderstorm is common end presents a hazerd to the
town ofVaih the map unit may be subject to channel modification and debris flows during
intense or prolonged rainstorms. Fine-grained deposits may be susceptible to
hydrocompaction and piping-related subsidence. . . . The surface ofthe map unit has been
extensively covered and disturbed by construction in West Vail and Vail, but the fan-
shaped landforms still persist. Maximum thickness of the map unit is estimated to be
about }t0 m.
Both units may overlie glacialdrift of Pinedale age (Qp), although more likely they lie on bedrock,
consisting of northerlydipping sandstones, siltstones, limestones, and dolomites of the Middle
Pennsylvanian Minturn Formation ([Pm). The ground surface in most of the area was substantially
altered during original construction mostly 25 to 35 years ago, and much of the curent
vegetation dates from that time. Neither surface deposits on aerial and ground photographs or
as noted during previous examinations ofneighboring properties, nor existing vegetation, reflect
debris flow since that time. Snow cover at the time of this study has prevented close-up
examination ofsurficial materials and the exact location and character ofthe present channel
immediately upstream and adjacent to the lot is therefore not well known. The Arrigonis have
advised that so far as they are aware there have been no flooding events that have affected the
lot or adjoining properties. Grading and landscaping as indicated on the site plan appear to place
the structure well above the drainage, although specific protective measures for altemative
circumstanc€s are recommended below.
Alluvial fans accumulate at the point steep mountain drainages empty onto lower-gradient
mountain-front topography. As existing channels build further and further out over the fan and
thus decrease in gradient over time, sedimentation resulting from this decrease chokes the
channel, or the channel becomes blocked by debris flow events, forcing flow onto the surface of
the fan where it cuts a new steeper channel or returns to an abandoned one shorter and steeper
than the active stream. Therefore final site grading should be designed to conduct surface runoff
back toward the drainage, while at the same time directing surface flow that might escape from
the existing channel as the result ofchannel plugging or overflow back toward the east or into
the exiting Geneva Drive drainage system to the northwest, in either case away from the
structure. A very approximate 25-yr 2r|.hr storm runoffcalculation, utilizing average areas and
approximated (as opposed to calculated) curve number, soil group, concentration time, Manning's
n, and othervariables, suggests a peak clear-water discharge ofless than 5.0 cubic feet per second
(cfs), which can be easily handled by a .l-ft-deep, 4-ft-wide trapezoidal channel or its approximate
natural equivalent.a Assuming a 3X safety factor for debris flow as opposed to clear water, or 15
cfs, and a 2-ft water depth, flow could theoretically be handled by a channel less than a foot wide,
although it would be quickly choked by debris.
'National Resources Conservation Service, 1986, Urban hydrolog5r for small watersheds: U.S. Department of
Agriculture Technical Release TR-55. Oftice of Surface Mining, 1988, Watershed model v.6.21: Borland International.
pl(iF 3
Since actual channel characteristics could not be observed, only general recommendations can
be made. lfthe current active channel is closer than 20 ft at its closest point to the proposed
s6ucture, a topographic separation of at least six feet between the channel bottom and the
lowest opening (windows, doors, etc.) in the southeastern and northeastern sides should be
maintained froln'such point as a 6.0-ft separation is exceeded by existing upstream topography
or the property line, whichever is further upstream, north to the north end of the sffucture. lt
would appear from the site plan that such a separation may be present naturally. lf not, it can be
accomplished by the use of ber.s, artificial swales, rock walls, of combinations thereof. It can
also be accomplished by construction of a stiffened foundation extending above final grade
without significant openings for whatever distance is necessary to bring the total separation to
6.0 feet. The height ofsuch separations can be reduced by 1 2 inches for every additional l0 ft of
distance between the structure and the channel's closest point to a minimum of three feet'
Special attention must be paid to the geometry of the channel upstream to the adual apex point
oithe fan, in order to prevent the channel from overflowing or shifting toward the northwest at
or near that point. lfthis area is south ofthe property line (as it appears to be), and sufficient
positive topographic separation (6 ft) is not present naturalty and cannot be constructed offthe
iot, a combinition of berms, swales, and/or walls is recommended to assure that any spillover
reaching the lot is directed back east into the channel or to the west, between lots 1 1A and 10'
and into the established drainage system ifit is not currently so integrated. Exposed foundation
or other walls on the drainage-facing side or sides of the structure within l0 horizontal feet of
the bottom ofthe drainage channel and less than 5 ft above it should be capable ofwithstanding
a load of 600 pounds per square foot (4.2 psi) and contain no significant openings within that
interval. Rock or othqFwalls which may be constructed as part of the channel itself or that are
immediatelv adiacent to it should extend a sufficient distance beneath the draina.ge level to
prevent erosion beneath footers. Earth structures (berms) used to direct water should be
compacted to a Proctor density of 85% and revegetated. Inespective of other recommendations
contained herein, final grading and landscaping should be designed and constructed in such a
manner as to conveywater, including snowmelt, away from structures and into existing drainage
lacilities in accordance with TOV regulations and policies.
To the extent possible, that portion ofthe drainage channel and its flood plain adjacent to and
upstream ofthe property and other properties located on the fan should be cleared ofdebris and
growing plants other than grass and low forbs (trees on banks may be left), to and a few 10s of
feet above the apex ofthe fan, and routinely inspected and kept clear ofaccumulated debris and
other obstructions.
Alluvial fan soils are in general subject to voids created by piping or differential compaction. Soil
testing and foundation design shouldrbe conducted accordingly. Considering the possibility that
surficial material may actually be the toe edge of an area of larg*.scale landslide deposifion, soil
testing should also be adequate to detect evidence ofsoil movement, and foundations and other
walls constructed in such material designed by a qualified professional and constructed as
retaining walls as necessary. Boulders loosened during excavation for foundations and utilities,
if any, should be stabilized or removed and the resulting voids filled with compacted material
before backfilling. Alluvial fan materials in the Vail area are generally not conducive to corrosion,
or hydroexpansion; hydrocompaction is an occasional problem in finer deposits but can be
detected by routine soil testing. Source rocks for allwial fan and landslide deposits in the area
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Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy o Suite 115 r Lakewood,CO80228-2845
www.KCEDenver.com
LAKEWOOD
(303)989-1223
(303) 989-0204 FAX
AVON/SILVERTHORNE
(970) e4e-6009
(970) 949-9223 FAX
November 8,2006
Mr. Arrigoni Woods
P.O. Box 3125
Vail, Colorado 81658
Subject: Preliminary Geotechnical Recommendations
Proposed Residence
TT22GenevaDive
Vail, Colorado
Job No. 06-136
As requested, we have prepared this letter describing our preliminary foundation and
construction recommendations for the subject project. The recommendations presented in this
letter are based on our site observations, data reviewed from previous investigations in the area,
and our experience gained from similar projects and subsurface conditions in the area. The
information provided in this letter may be used for preliminary design purposes and must be
confirmed during the construction for the new residence.
Existine Site Conditions
The proposed residence will be constructed at 1722 Geneva Drive in Vail, Colorado. Currently
the site is occupied by an existing residence. The residence is two-stories in height with a below
grade level. The lot is bordered on the norlh and south by existing single family residences.
Geneva Drive borders the site to the west and a drainage borders the site to the east. Topography
of the lot is fairly level, however, the residence is constructed on a steep mountainside with an
approximate slope of 30 percent. Previous site grading has been performed to level the site, with
a 4 foot retaining wall on the north side of the property and a two tiered retaining wall on the
south west portion of the site. The two tiered retaining wall is approximately 8 feet in height and
has an approximate set back of 10 feet between tiers. Vegetation on the lot consists ofgrasses,
weeds, bushes, and a sparse stand of aspen trees.
Pronosed Construction
We understand the project will consist of the demolition of the existing residence and the
construction of a single-family residence at 1722 Geneva Drive in Vail, Colorado. We anticipate
Mr. Anigoni Woods
November 8, 2006
Job No. 06-136
Page2ofll
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
that the new residence will be two stories in height with a below grade level and associated
driveway. We anticipate the new residence will be of cast-in-place concrete and wood frame
construction with slab-on-grade floors. Removal of the existing residence and construction of
the new residence may result in excavations of up to 15.0 feet deep. We understand that the
foundations for the new residence will be at approximately the same elevation of the existing
residence. Access to the residence will be from Geneva Drive. Maximum column and wall
Ioads were assumed to be those normallv associated with residential structures.
Investisation
An engineer from our office observed the conditions of the site on November 7,2006. Because
an existing residence is located on the site, and due to the limited accessibility ofthe site, it is ow
opinion that a formal subsurface exploration of the site is not feasible. In order to determine the
anticipated subsurface conditions below the existing residence, we reviewed several projects that
were performed in the immediate area. The preliminary recommendations made in this letter
must be confirmed during the demolition of the existing residence and construction of the new
residence.
Subsurface Conditions
Based on our experience with similar projects in the area, we anticipate the subsurface conditions
below the residence may consist of existing fill, or natural, brown, dry to moist, medium dense to
dense, silty sand with scattered gravel, cobbles, and boulders. Boulders greater than 12 inches
may be encountered during removal of the old foundations and construction for the new
foundations.
Because an existing residence is located on the site, we anticipate that fill will be encountered
during the demolition of the existing residence and construction of the new residence. We
anticipate the existing fill could consist of topsoil, sandy clay, sand and gravel with scattered
cobbles and boulders, and possibly old building materials. The amount, extent, and quality of the
existing fill is unknown at this time. However, the amount, extent, and quality of the existing fill
can be better determined durins the demolition of the existins residence.
Without a subsurface investigation, we do not know at what depth ground water will be
encountered. The depth to ground water on mountain sites can vary since the ground water tends
to flow in seams and many times is not found until the excavation is opened. Based on our
experience in the area under similar conditions, we anticipate that ground water could influence
the construction ofthe proposed residence. Ifground water is encountered during the removal of
the existing foundation or construction of the new residence, we should be contacted to provide
site-specific recommendations at that time.
Radon
In recent years, radon gas has become a concem. Radon gas is a colorless, odorless gas that is
produced by the decay ofminerals in soil and rock. The potential for radon gas in the subsurface
Mr. Arrigoni Woods
November 8, 2006'
Job No. 06-136
Page3ofll
KO EC H LE IN CONS ULTI N G EN G INEERS, INC.
Co nsu Iling G eolech n ical En gi neers
strata is likely. Since below grade areas for the residence are planned, we recommend that the
building be designed with ventilation for the below grade areas.
Mold
Mold tends to grow in areas that are damp and dark such as bathrooms, crawlspaces or other such
below grade areas. Recommendations for mold prevention, mitigation or remediation are outside
the scope of this investigation. We recommend that the contractor and/or owner contact a
professional Industrial Hygienist to provide specific recommendations for the prevention and/or
remediation of mold.
Existine Foundations and Utilities
An existing residence is present on the subject lot and will be demolished prior to construction of
the new residence. We recommend that all foundations and existing hll from this structure be
removed and, if necessary, replaced with properly moisture treated and compacted approved
granular structural fill.
Any utilities to the existing residence should be removed and the associated filI should be
replaced with approved structural fill. This includes, but is not limited to, fill in trenches for the
various utilities that could be encountered during demolition of the existing residence or during
excavation for the new residence. A representative from our office should observe the removal
ofthe existing foundations and fill from utilities in order to verifu that the fill and foundations
have been removed prior to construction ofthe new residence.
New granular structural fill should be moisture conditioned and compacted as recommended in
the Comnacted Fill section of this letter. A representative from our offrce should observe, test,
and document all structural fill placed for the construction of the new residence.
Excavations
We anticipate that excavations of up to 15 feet deep could be required for demolition of the
existing residence and construction of the new residence. Care needs to be exercised during
construction so that the excavation slooes remain stable.
We anticipate that the subsurface soil at the new foundation elevation could consist of silty sand
with scattered gravel, cobbles, and boulders. These soils classifr as Type B soils in accordance
u'ith OSHA regulations. OSHA regulations should be followed in all excavations and cuts. In
order to maintain stability of the excavation slopes during demolition of the existing residence
and construction of the new residence, temporary shoring may be required. The need for
temporary shoring should be evaluated during the design ofthe new residence.
Because we anticipate boulders up to 12 inches in size could be encountered in the excavations,
it is our opinion that healy-dufy construction equipment will be required to complete the
necessary excavations. Topsoil could be encountered during construction of the new residence,
o
Mr. Arrigoni Woods
November 8, 2006
Job No. 06-136
Page4ofll
KOEC HLE IN CONS ULTING ENG I NE E RS, I NC,
Consulting Geotechnical Engineers
All topsoil beneath the proposed construction should be removed prior to any construction. The
topsoil may be used in landscape areas.
All existing foundations, fill, and soft soils beneath the proposed construction should be
removed, and if necessary, replaced with properly moisture conditioned and compacted fill. AII
fill should be placed and compacted as recommended in the Compacted Fill section of this
letter.
Ground Water
Without a subsurface investigation, we do not know at what depth ground water will be
encountered. The depth to ground water on mountain sites can vary since the ground water tends
to flow in seams and many times is not found until the excavation is opened. Based on our
experience in the area under similar conditions, we anticipate that ground water could influence
the construction of the proposed residence. If ground water is encountered during the removal of
the existing foundation or construction ofthe new residence, we should be contacted to provide
site-specific recommendations at that time.
Shoring
We anticipate that excavations of up to 15 feet could be required for removal of the existing
foundation and construction of the new foundation. In order to maintain stability of the
excavation slopes during demolition of the existing residence and construction of the new
residence, temporary shoring may be required. The need for temporary shoring should be
evaluated during the design of the new residence. If a shoring system is necessary, we
recommend a contractor specializing in shoring be contacted for design recommendations and
construction of the shorine utilized.
Foundations
Because the new foundation system will be constructed at or below the current residence
foundations, we anticipate that the subsurface soils at the foundation elevations for the new
residence will consist ofthe natural, silty sand with scattered gravel, cobbles, and boulders. In
our opinion, the new residence may be supported by a spread footing foundation system bearing
on the natural, silty sand. We recommend that the spread footing foundation system be designed
and constructed to meet the followins criteria:
l.Footings should be supported by undisturbed, natural. silty sand with scattered
gravel, cobbles, and boulders or properly moisture conditioned and compacted new
structural frll, as described below in Items 2, 3, 7, I 0, 1 I, and 1 2.
All existing foundation elements and fill must be removed prior to construction for
the new residence. If necessary, approved properly compacted and moisture
conditioned structural fil1 may be used to bring the subgrade to the required
elevation.
2.
Mr. Arrigoni Woods
November 8, 2006
Job No.06-136
Page5ofll
3.
6.
ll.
A
5.
KO EC H LE I N CONS ULTING ENG INE E RS, INC.
Co ns ulli ng G eotech ni cal E ngineers
Footings should extend below topsoil or soft surface soils and should be supported
by undisturbed, natural, silty sand with scattered gravel, cobbles, and boulders or
approved imported non-expansive structural fiIl.
We recommend wall and column footings be designed for a maximum allowable
soil bearing pressure of3,000 psf.
Spread footings constructed on the natural silty sand with scattered gravel, cobbles,
and boulders may experience up to 0.5 inch of differential movement between
foundation elements. Because the soils are granular, we anticipate that the
majority of the differential settlement will occur during construction.
Wall footings and foundation walls should be designed to span a distance of at
least 10.0 feet in order to account for anomalies in the soil or fill.
Foundation wall backfill should not be considered for support of load bearing
footings. Footings should be stepped and supported by undisturbed natural soils
and should not be constructed on foundation wall backfill. Foundation walls or
grade beams should be designed to span across an excavation backfill zone and
should not be constructed with footings within this zone.
The base of the exterior footings should be established at a minimum depth below
the exterior ground surface, as required by the local building code. We believe that
the depth for frost protection in the local building code in this area is 3.5 feet.
Column footings should have a minimum dimension of 24 inches square and
continuous wall footings should have a minimum width of 16 inches. Footing
widths may be greater to accommodate structural design loads.
We anticipate that cobbles and boulders could be encountered at the foundation
elevation. Removal of the cobbles and boulders may result in depressions and
rough bottoms in the excavation. The resulting depressions can be backfilled with
new structural fill or lean concrete. Refer to the egggg1!g!-[!!! section of this
letter for backfill requirements.
Pockets or layers ofexisting fill or soft soils may be encountered in the bottom of
the completed footing excavations. These materials should be removed to expose
undisturbed, natural, silty sand with scattered gravel, cobbles, and boulders. The
foundations should be constructed on natural silty sand with scattered gravel,
cobbles, and boulders or new compacted structural fill. Refer to the lgpqpgpg!
!!!! section of this letter for backfill requirements.
Fill should be placed and compacted as outlined in the Qggpacted E!!l section of
this letter. We recommend that a representative of our office observe and test the
1
8.
9.
10.
12.
Mr. Arrigoni Woods
November 8,2006
Job No. 06- l 36
Page6ofll
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geolechnical Engineers
placement and compaction of each lift of structural fill used in foundation
construction. It has been our experience that without engineering quality confol,
inappropriate construction techniques occur which result in unsatisfactory
foundation nerformance.
13. A representative from our office mup,! observe the completed foundation
excavation. Variations from the conditions described in this letter can occur. The
representative can observe the excavation to evaluate the exposed subsurface
conditions and evaluate our preliminary foundation and construction
recommendations are applicable.
Slabs-on-Grade
We anticipate that the subsurface soils at the floor slab elevations for the new residence will
consist ofthe natural silty sand with scattered gravel, cobbles, and boulders. In our opinion, the
natural silty sand with scattered gravel, cobbles, and boulders will safely support slab-on-grade
floors with a low risk of movement. We recommend the following precautions for the
construction of slabs-on-grade :
1. Slabs-on-grade may be constructed on natural silty sand with scattered gravel,
cobbles, and boulders or properly moisture conditioned and compacted, non-
expansive structural fill.
All existing fiIl should be removed to expose undisturbed, natural, silty sand with
scattered gravel, cobbles, and boulders. If necessary, approved properly
compacted and moisture conditioned structural frll may be used to bring the
subgrade to the required elevation.
Slabs should be separated from exterior walls. Vertical movement of the slabs
should not be restricted.
Exterior slabs should be separated from the building. These slabs should be
reinforced to function as independent units. Movement of these slabs should not
be transmitted directly to the foundations or walls of the structure.
Frequent control joints should be provided in all slabs to reduce problems
associated with shrinkage of concrete.
Fill beneath slabs-on-grade may consist of approved non-expansive structural fill.
Fill should be placed and compacted as recommended in the 9gqpacted_f!!!
section of this letter. Placement and compaction of hll beneath slabs should be
observed and tested by a representative of our office.
3.
A
5.
6.
Mr. Arrigoni Woods
November 8, 2006
Job No. 06-136
Page 7 of 1l
KOEC H LE I N CONSU LTI NG E N G INEE RS, INC.
Consulting Geolecltnical Engi neers
Foundation Drainage
Surface water, especially that originating from snowmelt, tends to flow through relatively
permeable backfill typically found adjacent to foundations. The water that flows through the fill
collects on the surface of relatively impermeable soils occurring at the foundation elevation.
Both this surface water and possible ground water can cause wet or moist below grade conditions
after construction.
Because below grade areas will be constructed for the new residence, we recommend the
installation of a drain along the below grade foundation walls. The drain may consist of a
manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches
and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be
satisfactory forthe drainage layer. The manufactured drain should extend from the bottom ofthe
retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated
pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet.
Recommended details for a typical foundation wall drain are presented in the Typical Wall Drain
Detail, Fig. L
Lateral Wall Loads
We anticipate that below grade walls that require lateral earth pressures for design will be
constructed for the new residence. Lateral earth pressures depend on the type ofbackfill and the
height and type of wall. Walls that are free to rotate suffrciently to mobilize the strength of the
backhll should be designed to resist the "active" earth pressure condition. Walls that are
restrained should be designed to resist the "at rest" earth pressure condition. Below grade
foundation walls are typically restrained. The following table presents the lateral wall pressures
that may be assumed for desien.
Earth Pressure Condition Equivalent Fluid Pressurer
(pcf)
Active 40
At-rest 55
Passive 300
Notes:
1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic
pressures or live loads,
2. A coefficient of friction of 0.4 may be used at the base of spread footings to resist
Iateral loads.
Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and
compacted Ers recommended in the Comnacted Fill section of this letter. AII foundation walls
must be properly braced before placing and compacting backfill. Placement and compaction of
the fill should be observed and tested bv a representative ofour office.
Mr. Arrigoni Woods
November 8, 2006-
Job No. 06-136
Page8ofll
KOECH L EIN CONS U LTI NG E N G INE E RS, INC.
Consulling G eotechnical Engineers
Retainine Walls
Due to the topography of the site, we anticipate that retaining walls could be constructed.
Foundations for retaining walls may be designed and constructed as outlined in the @[!!ong
section ofthis letter. Lateral earth loads for retaining wall designs are presented in the Lateral
Wall Loads section of this letter. In order to reduce the possibility of developing hydrostatic
pressures behind retaining walls, a drain should be constructed adjacent to the wall. The drain
may consist of a manufactured drain system and gravel. The gravel should have a maximum size
of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete
aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from
the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained
by a perforated pipe with collection of the water at the bottom of the wall leading to a positive
gravity outlet. A typical detail for a concrete cantilever retaining wall drain is presented in the
Typical Retaining Wall Drain Detail, Fig.2.
Surface Drainage
Reducing the wetting of structural soils can be achieved by carefully planned and maintained
surface drainage. We recommend the following precautions be observed during construction and
maintained at all times after the residence is comnleted.
1. Wetting or drying of the open excavations should be minimized during
construction.
2. All surface water should be directed awav from the top and sides of the
excavations during construction.
3. The ground surface surrounding the exterior ofthe residence should be sloped to
drain away from the structure in all directions. We recommend a slope of at least
12 inches in the first 10 feet.
4. Hardscape (concrete and asphalt) should be sloped to drain away from the
residence. We recommend a slope of at least 2 percent for all hardscape adjacent
to the residence.
5. Backfill, especially around foundation walls, should be placed and compacted as
recommended in the Comnacted Fill section of this letter.
6. Roof drains should discharge at least 10 feet away from foundation walls with
drainage directed away from the residence.
7. Surface drainage for this site should be designed by a Professional Civil Engineer.a
Mr. Arrigoni Woods
November 8, 2006'
Job No. 06- l36
Page9ofll
KO EC H LE I N CONS U LTING ENG INE E RS, INC.
Consulling Geotechnical Engineers
Irrigation
Irrigation systems installed next to foundation walls or sidewalks could cause consolidation of
backfill below and adjacent to these areas. This can result in settling of exterior steps, patios
andior sidewalks if they are constructed on these soils. We recommend the following
precautions be followed:
l Do not install an irrigation system next to foundation walls or above retaining walls.
The irrigation system should be at least 10 feet away from the residence or face of
retainins walls.
Inigation heads should be pointed away from the residence or in a manner that does not
allow the spray to come within 5 feet of the residence or face of retaining walls.
The landscape around the inigation system should be sloped so that no ponding occurs at
the irrigation heads.
Install landscaping geotextile fabrics to inhibit gowth of weeds and to allow normal
moisture evaporation. We do not recommend the use of a plastic membrane to inhibit
the growth of weeds.
Control valve boxes, for automatic irrigation systems, should be located at least 10 feet
away from the structure and periodically checked for leaks and flooding.
Compacted Fill
Structural filI for this project may consist of natural silty sand with scattered gravel, cobbles, and
boulders or approved imported, non-expansive fill. A representative from our office must
evaluate the existing fill on-site during construction to determine its structural fill suitability.
The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 30
percent passing the No. 200 sieve and a maximum plasticity index of 10. No cobbles or boulders
larger than l0 inches should be placed in fill areas. Fill areas should be stripped ofall vegetation
and topsoil, scarified, and then compacted. Topsoil may be used in landscape areas. Fill should
be placed in thin loose lifts and moisture conditioned and compacted to the recommended
compaction shown in the following table. Recommended compaction varies for the given use of
the fill.
2.
3.
4.
5.
Mr. Arrigoni Woods
November 8, 2006.
JobNo.06-136
Page l0 of I I
KOEC H LEI N" CONSU LTING ENG INEERS' INC,
Consulting G eotechni cal Engineers
Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Density
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry
Density
(ASTM D-1557)
Below Structure Foundations 98 95
Below Slabs-on-Grade 95 90
Utilitv Trench Backfill 95 90
Backfrll (Non-Structural)95 90
Note:
1. For granular soils, the moisture content should be 2 to +2 percent of the optimum
moisture content.
2. For clayey soils, the moisture content should be 0 to +4 percent of the optimum moisture
content.
We recommend the contractor and/or owner contact us so that a representative from our office
can observe and test the placement and compaction of each Iift placed of structural fill. Fill
placed behind retaining walls and below foundations, slab-on-grade floors, and exterior slabs-on-
grade is considered structural. It has been our experience that without engineering quality
control, inappropriate construction techniques can occur which result in unsatisfactory
foundation and slab performance.
Limitations
Although review of projects within the area has provided a basis for the assumed subsurface
conditions presented in this letter, variations within the subsurface conditions could occur. In
order to confirm the assumed subsurface conditions and our preliminary foundation design and
construction criteria, a representative from our office 4gj observe the completed foundation
excavations and footing preparation. Subsurface conditions must also be confirmed during the
demolition of the existing foundation. The placement and compaction of each lift placed of fill,
as well as installation offoundations. should be observed and tested.
Mr. Arrigoni Woods
November 8, 2006'
Job No. 06-136
Page ll ofll
KOECHLEIN CONSALTING ENGINEERS, INC.
Consulting Geolechnical Engineers
We appreciate the opportunity to provide this service. If we can be of further assistance in
discussing the contents of this letter or in analyses of the new structure from a soils and
foundation viewpoint, please contact our office.
KOECHLEIN CONSULTING ENGINEERS, INC.
t .a'I -v-2/;^,2-/):-f* q//,- . _
Jessica E. Brown
StaffEngineer
Reviewed bv:
Scott B. Myers, P.E.
Senior Engineer
(4 copies sent)
-i gu0a2
,t:..l^t^,
"4jJi,|;$S
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
CLAYEY BACKFILL
EOGE OF EXCAVATION
(EXCAVATE AS PER
OSHA REGULATIONS)
MANUFACTURED
WALL DRAIN
FILTER FABRIC
GRAVEL
COMPACTED BACKFILL BELOW GRADE WALL
PLASTIC SHEETING
12'
PERFORATED PIPE
L_L-,
NOTES:
1. DRAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR
TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING.
2. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD BE CUT AT A 1 TO 1
(HORIZONTAL TO VERTICAL) OR FLATTER SLOPE FROM THE BOTTOM OF THE
FOOTINGS. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD NOT BE CUT
VERTICALLY.
3. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN I/8 INCH AND
I/4 INGH DROP PER FOOT OF DRAIN.
4. GRAVEL SPECIFICATIONS: WASHED 't.5 INCH TO NO.4 GRAVEL WTH LESS
THAN 3% PASSING THE NO.2OO SIEVE.
5. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE
PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON
MASTIC WATERPROOFING, DAMPPROOFING, OR AN EQUIVALENT PROTECTION
METHOD.
JOB NO.06-138
TYPICAL WALL DRAIN DETAIL
FIG. 1
CLAYEY BACKFILL
EDGE OF EXCAVATION
(EXCAVATE AS PER
OSHA REGULATIONS)
COMPACTED BACKFILL
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
WATERPROOFING
FILTER F
PERFORATED PIPE
NOTES:
.I. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVIW OUTLET
OR TO A SUMP WHERE WATER CAN BE REMOVEO BY PUMPING.
2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND
,I/4 INCH DROP PER FOOT OF DRAIN.
3. GRAVEL SPECIFICATIONS: WASHED t.5 INCH TO NO.4 GRAVEL W|TH LESS
THAN 3OlO PASSING THE NO.2OO SIEVE.
4. THE BELOW GRADE CONCRETE RETAINING WALLS SHOULD BE
PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON
MASTIC WATERPROOFING OR AN EQUIVALENT PROTECTION METHOD.
JOB NO.06-138
TYPICAL RETAINING WALL DRAIN DETAIL
F]G.2
Koechlein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy o Suite 115 . Lakewood , CO 80228-2845
www.KCEDenver.com
I.AKEWOOD
(303)989-1223
(303) 989-0204 FAX
AVON/SILVERTHORNE
(970) 949-6009
(970) 949-9223 FAX
November 8, 2006
Mr. Anigoni Woods
P.O. Box 3125
Vail, Colorado 81658
Subject: Preliminary Geotechnical Recommendations
Proposed Residence
7722 GenevaDive
Vail, Colorado
Job No. 06-136
As requested, we have prepared this letter describing our preliminary foundation and
construction recommendations for the subject project. The recommendations presented in this
letter are based on our site observations, data reviewed from previous investigations in the area,
and our experience gained from similar projects and subsurface conditions in the area. The
information provided in this letter may be used for preliminary design purposes and must be
confirmed dwing the construction for the new residence.
Existine Site Conditions
The proposed residence will be constructed at 1722 Geneva Drive in Vail, Colorado. Currently
the site is occupied by an existing residence. The residence is two-stories in height with a below
grade level. The lot is bordered on the north and south by existing single family residences.
Geneva Drive borders the site to the west and a drainage borders the site to the east. Topography
of the lot is fairly level, however, the residence is constructed on a steep mountainside with an
approximate slope of 30 percent. Previous site grading has been performed to level the site, with
a 4 foot retaining wall on the north side of the property and a two tiered retaining wall on the
south west portion of the site. The two tiered retaining wall is approximately 8 feet in height and
has an approximate set back of l0 feet between tiers. Vegetation on the lot consists of grasses,
weeds, bushes, and a sparse stand ofaspen trees.
Proposed Construction
We understand the project will consist of the demolition of the existing residence and the
construction of a single-family residence at 1722 Geneva Drive in Vail, Colorado. We anticipate
Mr.'Arrigoni Woods
November 8, 2006
Job No. 06-136
Page2ofll
KOECHLETN CONSULTING ENGINEERS, INC,
Consulting Geolechnical Engineers
that the new residence will be two stories in height with a below grade level and associated
driveway. We anticipate the new residence will be of cast-in-place concrete and wood frame
construction with slab-on-grade floors. Removal of the existing residence and construction of
the new residence may result in excavations of up to 15.0 feet deep. We understand that the
foundations for the new residence will be at approximately the same elevation of the existing
residence. Access to the residence will be from Geneva Drive. Maximum column and wall
loads were assumed to be those normally associated with residential structures.
Investigation
An engineer from our office observed the conditions of the site on November 7,2006. Because
an existing residence is located on the site, and due to the limited accessibility of the site, it is ow
opinion that a formal subsurface exploration of the site is not feasible. In order to determine the
anticipated subsurface conditions below the existing residenceo we reviewed several projects that
were performed in the immediate area. The preliminary recommendations made in this letter
ry$ be confirmed during the demolition of the existing residence and construction of the new
residence.
Subsurface Conditions
Based on our experience with similar projects in the are4 we anticipate the subsurface conditions
below the residence may consist of existing fil1, or natural, brown, dry to moisl medium dense to
dense, silty sand with scattered gtavel, cobbles, and boulders. Boulders greater than 12 inches
may be encountered during removal of the old foundations and construction for the new
foundations.
Because an existing residence is located on the site, we anticipate that fill will be encountered
during the demolition of the existing residence and construction of the new residence. We
anticipate the existing fill could consist of topsoil, sandy clay, sand and gravel with scattered
cobbles and boulders, and possibly old building materials. The amount, extent, and quality of the
existing fill is unknown at this time. However, the amount, extent, and quality of the existing fill
can be better determined during the demolition of the existing residence.
Without a subsurface investigation, we do not know at what depth ground water will be
encountered. The depth to ground water on mountain sites can vary since the ground water tends
to flow in seams and many times is not found until the excavation is opened. Based on our
experience in the area under similar conditions, we anticipate that ground water could influence
the construction of the proposed residence. If ground water is encountered during the removal of
the existing foundation or construction ofthe new residence, we should be contacted to provide
site-specific recommendations at that time.
Radon
In recent years, radon gas has become a concern. Radon gas is a colorless, odorless gas that is
produced by the decay of minerals in soil and rock. The potential for radon gas in the subsurface
Mr.'Arrigoni Woods
November 8, 2006
Job No. 06-136
Page3ofll
KOEC HLEIN CONS U LTI NG ENGINEERS, INC
Consulting Geolechnical Engineers
strata is likely. Since below grade areas for the residence are planned, we reconmend that the
building be designed with ventilation for the below grade areas.
Mold
Mold tends to grow in areas that are damp and dark such as bathrooms, crawlspaces or other such
below grade areas. Recommendations for mold prevention, mitigation or remediation are outside
the scope of this investigation. We recommend that the contractor and/or owner contact a
professional Industrial Hygienist to provide specific recommendations for the prevention and/or
remediation of mold.
Existing Foundations and Utilities
An existing residence is present on the subject lot and will be demolished prior to construction of
the new residence. We recommend that all foundations and existing fill from this structure be
removed and, if necessary, replaced with properly moisture treated and compacted approved
granular structural fi ll.
Any utilities to the existing residence should be removed and the associated fill should be
replaced with approved structural fill. This includes, but is not limited to, fill in trenches for the
various utilities that could be encountered during demolition ofthe existing residence or during
excavation for the new residence. A representative from our office should observe the removal
ofthe existing foundations and fill from utilities in order to verifo that the fill and foundations
have been removed prior to construction of the new residence.
New granular structural fiIl should be moisture conditioned and compacted as recommended in
the Comoacted Fill section of this letter. A representative from our office should observe, test,
and document all structwal fill placed for the construction of the new residence.
Excavations
We anticipate that excavations of up to 15 feet deep could be required for demolition of the
existing residence and construction of the new residence. Care needs to be exercised during
construction so that the excavation slopes remain stable.
We anticipate that the subsurface soil at the new foundation elevation could consist of silty sand
with scattered gravel, cobbles, and boulders. These soils classifu as Type B soils in accordance
with OSHA regulations. OSHA regulations should be followed in all excavations and cuts. In
order to maintain stability of the excavation slopes during demolition of the existing residence
and construction of the new residence, temporary shoring may be required. The need for
temporary shoring should be evaluated during the design ofthe new residence.
Because we anticipate boulders up to 12 inches in size could be encountered in the excavations,
it is our opinion that heavy-duty construction equipment will be required to complete the
necessary excavations. Topsoil could be encountered during construction of the new residence.
Mr: Arrigoni Woods
November 8, 2006
Job No. 06-136
Page4ofll
KOECHLEIN CONSULTING ENGINEERS, INC,
Co nsu lli ng G eot ec h ni ca I E ng ineers
All topsoil beneath the proposed construction should be removed prior to any construction. The
topsoil may be used in landscape areas.
All existing foundations, fill, and soft soils beneath the proposed construction should be
removed, and if necessary, replaced with properly moisture conditioned and compacted fill. All
fill should be placed and compacted as recommended in the 9qqpg1!g!-I!!! section of this
letter.
Ground Water
Without a subsurface investigation, we do not know at what depth ground water will be
encountered. The depth to ground water on mountain sites can vary since the ground water tends
to flow in seams and many times is not found until the excavation is opened. Based on our
experience in the area under similar conditions, we anticipate that ground water could influence
the construction of the proposed residence. If ground water is encountered during the removal of
the existing foundation or construction ofthe new residence, we should be contacted to provide
site-specific recommendations at that time.
Shorine
We anticipate that excavations of up to 15 feet could be required for removal of the existing
foundation and construction of the new foundation. In order to maintain stability of the
excavation slopes during demolition of the existing residence and construction of the new
residence, temporary shoring may be required. The need for temporary shoring should be
evaluated during the design of the new residence. If a shoring system is necessary, we
recommend a contractor specializing in shoring be contacted for design recommendations and
construction of the shorine utilized.
Foundations
Because the new foundation system will be constructed at or below the current residence
foundations, we anticipate that the subsurface soils at the foundation elevations for the new
residence will consist ofthe natural, silty sand with scattered gravel, cobbles, and boulders. In
our opinion, the new residence may be supported by a spread footing foundation system bearing
on the natural, silty sand. We recommend that the spread footing foundation system be designed
and constructed to meet the followins criteria:
l Footings should be supported by undisturbed, natural, silty sand with scattered
gravel, cobbles, and boulders or properly moisture conditioned and compacted new
structural fill, as described below in Items 2, 3, 7 , 10, 1 1, and 12.
All existing foundation elements and fill must be removed prior to construction for
the new residence. If necessary, approved properly compacted and moisture
conditioned structural fill may be used to bring the subgrade to the required
elevation.
2.
Mr.'Arrigoni Woods
November 8, 2006
Job No. 06-136
Page5ofll
6.
3.
KO ECH L EI N CO NSU LTI NG ENG INEE RS, INC,
Consulting G eotec h ni cal Engineers
Footings should extend below topsoil or soft surface soils and should be supported
by undisturbed, natural, silty sand with scattered gravel, cobbles, and boulders or
approved imported non-expansive structural fi ll.
We recommend wall and column footings be designed for a maximum allowable
soil bearing pressure of 3,000 psf.
Spread footings constructed on the natural silty sand with scattered gravel, cobbles,
and boulders may experience up to 0.5 inch of differential movement between
foundation elements. Because the soils are granular, we anticipate that the
maj ority of the differential settlement will occur during construction.
Wall footings and foundation walls should be designed to span a distance of at
least 10.0 feet in order to account for anomalies in the soil or fill.
Foundation wall backfill should not be considered for support of load bearing
footings. Footings should be stepped and supported by undisturbed natural soils
and should not be constructed on foundation wall backfill. Foundation walls or
grade beams should be designed to span across an excavation backfill zone and
should not be constructed with footinss within this zone.
The base of the exterior footings should be established at a minimum depth below
the exterior ground surface, as required by the local building code. We believe that
the depth for frost protection in the local building code in this area is 3.5 feet.
Column footings should have a minimum dimension of 24 inches squiue and
continuous wall footings should have a minimum width of 16 inches. Footing
widths may be greater to accommodate structural design loads.
We anticipate that cobbles and boulders could be encountered at the foundation
elevation. Removal of the cobbles and boulders may result in depressions and
rough bottoms in the excavation. The resulting depressions can be backfilled with
new structural fill or lean concrete. Refer to the egg1lg[.Elll section of this
Ietter for backfill requirements.
Pockets or layers ofexisting filI or soft soils may be encountered in the bottom of
the completed footing excavations. These materials should be removed to expose
undisturbed, natural, silty sand with scattered gravel, cobbles, and boulders. The
foundations should be constructed on natural silty sand with scattered gravel,
cobbles, and boulders or new compacted structural fill. Refer to the Qspglg!
[!!! section of this letter for backfill requirements.
Fill should be placed and compacted as outlined in the $g.pacted Flll section of
this letter. We recommend that a reoresentative of our office observe and test the
A.+-
5.
8.
9.
10.
ll.
12.
Mr.'Arrigoni Woods
November 8, 2006
Job No. 06-136
Page6ofll
KOECH LE I N CONS U LTING ENG INEERS, INC
Consulting G eol ec h nica I Engineers
placement and compaction of each lift of structural filI used in foundation
construction. It has been our experience that without engineering quality control,
inappropriate construction techniques occur which result in unsatisfactory
foundation performance.
13. A representative from our office gqgsj observe the completed foundation
excavation. Variations from the conditions described in this letter can occur. The
representative can observe the excavation to evaluate the exposed subsurface
conditions and evaluate our oreliminarv foundation and construction
recommendations are applicable.
Slabs-on-Grade
We anticipate that the subsurface soils at the floor slab elevations for the new residence will
consist ofthe natural silty sand with scattered gravel, cobbles, and boulders. In our opinion, the
nattual silty sand with scattered gravel, cobbles, and boulders will safely support slab-on-grade
floors with a low risk of movement. We recommend the following precautions for the
construction of slabs-on-grade:
l. Slabs-on-grade may be constructed on natural silty sand with scattered gravel,
cobbles, and boulders or properly moisture conditioned and compacted, non-
expansive structural fill.
All existing fill should be removed to expose undisturbed, natural, silty sand with
scattered gravel, cobbles, and boulders. If necessary, approved properly
compacted and moisture conditioned structural fill may be used to bring the
subgrade to the required elevation.
Slabs should be separated from exterior walls. Vertical movement of the slabs
should not be restricted.
Exterior slabs should be separated from the building. These slabs should be
reinforced to function as independent units. Movement of these slabs should not
be transmitted directly to the foundations or walls of the structure.
Frequent control joints should be provided in all slabs to reduce problems
associated with shrinkage of concrete.
Fill beneath slabs-on-grade may consist ofapproved non-expansive structural fill.
Fill should be placed and compacted as recommended in the epg4!g!_M!
section of this letter. Placement and compaction of fill beneath slabs should be
observed and tested by a representative of our office.
2.
J.
4.
5.
6.
Mr. Arrigoni Woods
November 8, 2006
Job No. 06-136
PageTofll
KO ECHLE I N CONS A LTING E NG INE E RS, INC.
Consulting G eotech ni cal Engineers
Foundation Drainage
Surface water, especially that originating from snowmelt, tends to flow through relatively
permeable backfill typically found adjacent to foundations. The water that flows through the filI
collects on the surface of relatively impermeable soils occurring at the foundation elevation.
Both this surface water and possible ground water can cause wet or moist below grade conditions
after construction.
Because below grade areas will be constructed for the new residence, we recommend the
installation of a drain along the below grade foundation walls. The drain may consist of a
manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches
and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be
satisfactory for the drainage layer. The manufactured drain should extend from the bottom ofthe
retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated
pipe wilh collection of the water at the bottom of the wall leading to a positive gravity outlet.
Recommended details for a tvoical foundation wall drain are oresented in the Tvoical Wall Drain
Detail, Fig. 1.
Lateral Wall Loads
We anticipate that below grade walls that require lateral earth pressures for design will be
constructed for the new residence. Lateral earth pressures depend on the fype ofbackfill and the
height and type of wall. Walls that are free to rotate sufficiently to mobilize the strength of the
backfill should be designed to resist the "active" earth pressure condition. Walls that are
restrained should be designed to resist the "at rest" earth pressure condition. Below grade
foundation walls are typically restrained. The following table presents the lateral wall pressures
that may be assumed for design.
Earth Pressure Condition Equivalent Fluid Pressure'
(pc0
Active 40
At-rest 55
Passive 300
Notes:
1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic
pressures or live loads.
2. A coeffrcient of friction of 0.4 may be used at the base of spread footings to resist
lateral loads.
Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and
compacted as recommended in the Compacted Fill section of this letter. All foundation walls
must be properly braced before placing and compacting backfill. Placement and compaction of
the fill should be observed and tested by a representative of our office.
Mr.'Arrigoni Woods
November 8,2006
Job No. 06-136
Page8ofll
KOECHLEIN CONSULTING ENGINEERS, INC,
Consulting Geolechnical Engineers
Retainins Walls
Due to the topography of the site, we anticipate that retaining walls could be constructed.
Foundations for retaining walls may be designed and constructed as outlined in the Foundations
section of this letter. Lateral earth loads for retaining wall designs are presented in the @!g!
Walt Loads section of this letter. In order to reduce the possibility of developing hydrostatic
pressures behind retaining walls, a drain should be constructed adjacent to the wall. The drain
may consist of a manufactured drain system and gravel. The gravel should have a maximum size
of 1.5 inches and have a maximum of 3 percent passing the No.200 sieve. Washed concrete
aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from
the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained
by a perforated pipe with collection of the water at the bottom of the wall leading to a positive
gravity outlet. A typical detail for a concrete cantilever retaining wall drain is presented in the
Typical Retaining Wall Drain Detail, Fig. 2.
Surface Drainage
Reducing the wetting of structural soils can be achieved by carefully planned and maintained
surface drainage. We recommend the following precautions be observed during construction and
maintained at all times after the residence is completed.
1. Wetting or drying of the open excavations should be minimized during
construction.
All surface water should be directed away from the top and sides of the
excavations during construction.
The ground surface surrounding the exterior ofthe residence should be sloped to
drain away from the structure in all directions. We recommend a slope of at least
12 inches in the first l0 feet.
Hardscape (concrete and asphalt) should be sloped to drain away from the
residence. We recommend a slope of at least 2 percent for all hardscape adj acent
to the residence.
Backfill, especially around foundation walls, should be placed and compacted as
recommended in the 9r@!l section of this letter.
Roof drains should discharge at least l0 feet away from foundation walls with
drainage directed away from the residence.
2.
5.
4.
5.
6.
7. Surface drainage for this site should be designed by a Professional Civil Engineer.
Mr. Arrigoni Woods
November 8, 2006
Job No. 06-l36
Page9ofll
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting G eol ech n i cal Engineers
Irrigation
Irrigation systems installed next to foundation walls or sidewalks could cause consolidation of
backfill below and adjacent to these areas. This can result in settling of exterior steps, patios
and/or sidewalks if they are constructed on these soils. We recommend the following
precautions be followed:
1. Do not install an irrigation system next to foundation walls or above retaining walls.
The irrigation system should be at least 10 feet away from the residence or face of
retainins walls.
Inigation heads should be pointed away from the residence or in a manner that does not
allow the spray to come within 5 feet of the residence or face of retaining walls.
The landscape around the irrigation system should be sloped so that no ponding occurs at
the irrisation heads.
4. lnstall landscaping geotextile fabrics to inhibit growth of weeds and to allow normal
moisture evaporation. We do not recommend the use of a plastic membrane to inhibit
the srowth of weeds.
5. Control valve boxes, for automatic irrigation systems, should be located at least 10 feet
away from the structure and periodically checked for leaks and flooding.
Comnacted Fill
Structural filI for this project may consist of natural silty sand with scattered gravel, cobbles, and
boulders or approved imported, non-expansive fill. A representative from our office must
evaluate the existing fill on-site during construction to determine its structural filI suitability.
The imported fill may consist of non-expansive silty or clayey sands or gravels with up to 30
percent passing the No. 200 sieve and a maximum plasticity index of 10. No cobbles or boulders
largerthan l0 inches should be placed in fill areas. Fill areas should be stripped ofall vegetation
and topsoil, scarified, and then compacted. Topsoil may be used in landscape areas. Fill should
be placed in thin loose lifts and moisture conditioned and compacted to the recommended
compaction shown in the following table. Recommended compaction varies for the given use of
the fi1l.
2.
Mrl Arrigoni Woods
November 8, 2006
Job No. 06-136
Page 10 of l I
KO EC H LE IN CONS ULTING ENG IN EE RS, INC.
Consulting Geolech nical Engineers
Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Density
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry
Density
(ASTM D-1557)
Below Structure Foundations 98 95
Below Slabs-on-Grade 9s 90
Utility Trench Backfill 95 90
Backfi ll (Non-Structural)95 90
Note:
1. For granular soils, the moisture content should be -2 to +2 percent of the optimum
moisture content.
2. For clayey soils, the moisture content should be 0 to +4 percent of the optimum moisture
content.
We recommend the contractor and,/or owner contact us so that a representative from our office
can observe and test the placement and compaction of each lift placed of structural fill. Fill
placed behind retaining walls and below foundations, slab-on-grade floors, and exterior slabs-on-
grade is considered structural. It has been our experience that without engineering quality
control, inappropriate construction techniques can occur which result in unsatisfactory
foundation and slab performance.
Limitations
Although review of projects within the area has provided a basis for the assumed subsurface
conditions presented in this letter, variations within the subsurface conditions could occur. In
order to confirm the assumed subsurface conditions and our preliminary foundation design and
construction criteri4 a representative from our office 4q! observe the completed foundation
excavations and footing preparation. Subsurface conditions must also be confirmed during the
demolition of the existing foundation. The placement and compaction of each Iift placed of fill,
as well as installation of foundations, should be observed and tested.
Mt' Anigoni Woods
November 8, 2006
Job No. 06-136
Page ll ofll
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engiaeers
We appreciate the opportunity to provide this service. If we can be of further assistance in
discussing the contents of this letter or in analyses of the new structure from a soils and
foundation viewpoint, please contact our office.
KOECHLEIN CONSULTING ENGINEERS. INC.I/"/l - -?-tL</,"t 2=-
4..i"u E. Brown
StaffEneineer
Reviewed by:
Scott B. Myers, P.E.
Senior Engineer
(4 copies sent)
$8'a !-
;lxl.:.:{is
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
CLAYEY BACKFILL
EDGE OF EXCAVATION
(EXCAVATE AS PER
OSHA REGULATIONS}
MANUFACTURED
WALL DRAIN
FILTER FABRIC
GRAVEL
COMPACTED BACKFILL BELOW GRADE WALL
PLASTIC SHEENNG
12'
PERFORATED PIPE
NOTES:
I. DRAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR
TO A SUMP WHERE WATER CAN BE REII'OVED BY PUMPING.
2. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD BE CUT AT A 1 TO 1
(HORIZONTAL TO VERTICAL) OR FLATTER SLOPE FROM THE BOTTOM OF THE
FOOTINGS, EXCAVATIONS ADJACENT TO FOOTINGS SHOULD NOT BE CUT
VERTICALLY.
3. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETYI'EEN 1/8 INCH AND
1/4 INCH DROP PER FOOT OF DRAIN.
4. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO.4 GRAVEL WITH LESS
THAN 3OlO PASSING THE NO.2OO SIEVE,
5. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE
PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON
MASTIC WATERPROOFING, DAMPPROOFING, OR AN EQUIVALENT PROTECTION
METHOD.
JOB NO.06-138
TYPICAL WALL DRAIN DETAIL
FIG. 1
CLAYEY BACKFILL
EDGE OF EXCAVATION
(EXCAVATE AS PER
OSHA REGULATIONS)
COMPACTED BACKFILL
KOECHLEIN CONSULTING ENGINEERS, INC.
Consulting Geotechnical Engineers
WATERPROOFING
FILTER F
PERFORATED PIPE
NOTES:
.I. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVIWOUTLET
OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING.
2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN I/8 INCH AND
I/4 INCH DROP PER FOOTOF DRAIN.
3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO.4 GRAVEL WTH LESS
THAN 3OlO PASSING THE NO. 2OO SIEVE.
4. THE BELOW GRADE CONCRETE RETAINING WALLS SHOULD BE
PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON
MASTIC WATERPROOFING OR AN EOUIVALENT PROTECTION METHOD.
JOB NO. 06-.t38
TYPICAL RETAINING WALL DRAIN DETAIL
FIG.2
TOWN OF VAIL DEPARTMENT OF COMMT]NITY DEVELOPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW (SFR,P/S,DUP) PERMIT Permit #: 807-0048
Project #: PRJ06-0518
Job Address: 1722 GENEVA DR VAIL Status . . . : ISSUED
Location.....: 1722 GENEVA DR. Applied . . : 03/13/2007
Parcel No...: 210312312035 Issued . . : ll/0512007
Expires.....: 03/1912008
owNER GENEVA LLC 03/L3/2O07
PO BOX 3l-25
VAIL
co 816s7
APPI-,ICANT ARRIGONI ]NCORPORATED 03/t3/2007 PhONC: 970-479-7800
p o pr)Y ?1tR
VAIL
- co 81658
License: 200-B
CoNTRACTOR ARRTGONT TNCORPORATED 03/\3/2007 phone: 970-479-L800
P.O. BOX 3125
VAIL
co 81658
License:200-B
Desciption: TEAR DOWN EXISTING HOUSE, CONSTRUCTION OF A NEW SFROccupancy Type Factor Sq Feet Valuation
Totals. . . 4,47L 9475, 000 . 00*
Number of Dwelling Units: I
Town of Vail Adjusted Valuation: $476,000.00 RevisionValuation: $200.00
,r 't'r*'r:! r:i:t *,i a,rla,*,|a+'r *t a't:l *'r a i:l a*+ a
Buifding-> 53,104. 95 Restuamnt Plan Review-> So. oo Total Calculated Fees---> Ss,7a7 -a2
Plan Check--> 52, OL8 .22 Recreation Fee-....-.> g6E1 . 5s Additional Fees-------> gO . oo
Investigation-> $0.00 TOTAL FEES--------> 55,78't.82 Tol,al Permit Fee-----> 5s,7a7.82
Wif l Caff---> 93 . oo Pa)'ments----------> Fs ,'7a? . az
BALANCE DUE-____> go . oo
t + l,r * a l * l 'f * +* t ** r
Approvals:Item: 05L00 BUILDING DEPARTMENT
04/L0/2007 cgunion Actionr CR
04/17 /2OO7 cgunion Action: Ap approved corrected plans
O9/24/2OO7 JFJ,"{I Action: AP approved revislon to add guard rait ats bac.J
Item: 05400 PLANNING DEPARTMENT
O4/LO/2OO7 ceorge Action: Ap
Item: 05600 FIRE DEPARTMENT
system is installed:
Provide 360 degree pedistrian access, incJ.uding detined path
to the dining terrace from the sidewalk.
ILem: 05500 PIIBIJIC WORKS
03/28/2007 gc
ITEM: 05550 ENGINEERING CIVILS
See the Conditions section 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 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, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL Bf, MADE TWENTY-FOUR HOURS IN ADV
4 PM,
AT 479-2t49 OR AT OUR OFFICE FROM 8:00 AM .
SIGNA NTRACTOR FOR HIMSELF AND OWNEF
03 /22/2007 DRhoade s
04/03/2OO7 Mccee
Action: COND See conditions listed
Action: AP Approved on condition
Action: AP
on DR307-0003.
NFPA 72 comp.Liant t j-:
on back side ot housr
*{' * +* *:**+ * **** *+* +* *{' * ***!t **'}** *+ * +* +*
'1.
******* *:l *!i****** ******'t** * *:f ,}* * *dr:};**+* *:f ** * ** *:}* **,*{. * l'**:t 'f +* *:t**
CONDITIONS OF APPROVAL
Permit #: 807-0048 as of I l-05-2007 Status: ISSUED
*********:t*d(**************,f **,*:1.,i*'|**,**********+t *+****+************************:*d.**f * **,t *t 'i* 't *
'1. 'i*,1. *
'1.
** * *
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 03/1312007
Applicant: ARRIGONI INCORPORATED Issued: 1l/0512007
Job Address: 1722 GENEVA DR VAIL
Location: 1722 CENEVA DR.
ParcelNo: 210312312035
,t*'}***'|.'t*.|.******'|.*.|.,f*,|.****:{.t}'l.*{.:t*'l.,i{.**,*********{.**'.*{.**,|.*{.**,|.*{.,t********+****
CONDITIONS
** * **** +* + +*** * ** *{. 't* {. **,f :f * ** +* *{' * ** ** * ******* ***** **,i* 'i,}{.**,i *{. ** * ** ** + +**:t ++ * *{. ** * *d. *
'1. 'i*{. ** ** * ** 'f+ 't +:t +*
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: l2
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0008768
Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES
standards.
Cond: CON0008769
Monitored fire alarm system required and shall comply with NFPA 72(2002) and
VFES standards.
Cond: l8
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF TIIE 2003 IRC OR
SECTION IOO9 OF THE 2OO3 IBC.
Cond: 19
(BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION
r0l2 0F Tr{E 2003 rBc.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R3IO
OF THE 2OO3 IRC OR SECTION IO25 OF THE 2OO3 IBC.
Cond: CON0008845
(BLDG.): A COPY OF THE OPEN HOLE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING
INSPECTION WILL BE CALLED FOR.
ll
75 S. Frontage Rd.
Vail, Golorado 81657*All Revision submittals must include the Field Set of approved plans. No further insp9ctions
will be preformed until the revisions are approved. *
CONTRACTOR INFORMATION
AppLrcAnoN wrLL Nor BE AccEprED rF rNggMpLEr.EglJIlgIS0h 7 OOf IPLETE OR UNSIGN
BeD:6s vg Buildine Permit #:
,",55yF"h[-I3I?H:[31"'ll1"l;"??l,13|f :5rfi 97
General Contractor:
--42'qa.o',4-.
Town of Vail Reg. No.:Tontact and Phone #s:bz -h*aa.. Qa"7ra/22
'//
COMPLETE REVKIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials
REV|SEDAMount $ 222 ELECTRICAL:$OTHER:$
PLUMBING: $MECHANICAL: $REVISEDTOTAL:$ zPO
For Parcel # Contact Assessors ffiice at 970-328-8640 or visitE.v23-/23 -/Zeg-,f
Job Name: ' tiL-.
,- 't /,
JobAddress: 17ZZ z?'z* ,/zz4
Legaf Description lrct:,/// llBglr,'{ llrln],s, ,/sutdivision:&6b2t fikn
W[-Address: &. KEf hJ 9/68 Pho^e7?Zd2a/6tu)
Arch itecVDes i g ^.r.4/b4/A-.Addtessi /&t. //2r //t7?, g/a zo 'no"'7p?y'nggazwehone:fl2fr/Z76t
REASON FOR REVISTONS: a a an/
WorkClass: New() Addition(.:$ Remodel ( ) Repair( ) Demo( ) Other( )
Work Tlrpe: Interior ( ) Exterior() Both ( )Does an EHuexist at thisffi
TypeofBldg.: Single'family( ) Twofamily ( ) MuftFfamily ( ) Commercial ( ) Restaurant (lJforer( 1
No. of Exidting Dwelling Units in this building:No. of Accommodation Ur r thi)F0ildi6d zuur lU
-TLr
I
Noffvpe of Fireolaces Existins: Gas Appliances ( ) Gas Logs ( L Wood/Pellet ( ) Wdod Bur*irror(r lre rrn rr
No/Twe of Fireolaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (Eoes aTireSffimersvstem Exist: Yes ( ) No ( )
FOR OFFICE USE ONLY
F:\cdev\FORMS\Permib\Building\building-revision-4-1 8-2007.doc Page 1 of 1 411812007
Arrigonilwood"
Mailing Address: P.O. Box 3125 . Vail, CO Bl65g
Shipping Addres: 23698 N. Hwy24 CI.4. Minrum, CO 81645
Phone: (970) 4?9.1800. Fax (970) 479.1818 . E.mail: anisoni@vail.net
um ir.arlgonlwood.com
Type of Wood
Dimensions
Contact Name
PhysicaI Address
Va il. Colore cl<r
I)cnvcr, C()lo ri d()
Frisc(), C() l() rx d()
oFfii:;E'dfi pv,"_J *"_.,
Engineers, lnc.
August 9,2007
Mr. Balz Arrigoni
P.O. Box 3125
Vail. CO 81658
Re: Anigoni Residence Building Permit #807-0048,
1722 Geneva Drive, Vail, Colorado (M&N #7271)
Gentlemen:
The structural framing of the above residence's renovation was observed by Moruoe &
Newell Engineers, Inc. during construction.
It is our opinion, based on our limited visual observations, that the framing of the
residence is constructed substantially in compliance with the intent of the construction
documents prepared by our off,rce. To the best of our knowledge, any deficiencies found
during our observations have been conected.
If you have any questions or comments, please call.
Verytrulyyows,
70 Ilenchmark Roacl o
(97or 949-7i 6il o FAX
A Cofrpomnt ot Tho fun€rkan In6l{utg of Arrhnet3
www nl()nr()e-new ell. c()m
Suite 204 o P.C). llox 1597 o Avon, Cc>lorado t11620
(97O) <)49-1O5"i . clt't il rvon@nlonroe nerl'ell.coni
MONROE & NEWELL
Hannes Spaeh, P
TOWN OF VAIL FIRE DEPARTMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT Permit #: A07-0060
Job Address: 1722 GENEVA DR VAIL Status. . . : ISSUED
Location.....: 1722 GENEVA DR. Applied. . : 07/24/2007
ParcelNo...: 210312312035 Issued. . : 07/3112007
Project No ' -.lr'KSOG - O;ll K Expires . .: 0l/2712008
OhINER GENEVA LIJC 07 /24/2007
PO BOX 3r-25
VAIL
co 81657
APPLTCAN:| THUL ELECTRONIC SYSTEMS 07/24/2007 Phone: 970-949-4638
P O BOX 534
AVON
co 81520
License: 1l-2 -S
CONTRACTOR THI'I-, EI-,ECTRONIC SYSTEMS 07 /24/2OO7 Phone:. 97O-949-4538
P O BOX 534
AVON
co 81520
License: 112 -S
Desciption: NEW FIRE ALARM SYSTEM FOR NEW HOUSE
Valuation:$3,600.00
El€€trical----->
DRB F€s--->
Investigation->
Will Call--->
TOTAL FEES->
90.00
90.00
90.00
s367.00
Total Calculated Fees-->
Additional Fees------->
Total Permit Fee----->
Paymenls------------>
BALANCE DUE---->
9357.00
$0.00
s357.00
A nnrnwql s'
Item: 05600 FIRE DEPARTMENT
07 / 31, / 2007 mvaughan Action: AP
}l**:}**'r*t+,}+*t++*,|i**t***'|.)i*:}'t*',|*}+t|*'t*.+|il''*|'|*t't'||+l+'+'.+'||+*'}+*,|'t**)*|'*,tl.:}***',i'it:t't**i*.|.|*i
CONDITIONS OF APPROVAL
;r*^*ffiil!'i'*:lrt*trt'rr"*r:*:t*'i*t*'t**t:r'r't'r**t**+{!++'r******)****t*********r*r*
I hereby acknowledge that I have read this application, frlled 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, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWf,NTY.FOUR HOURS IN ADVANCE BY ONE AT 479:8:00
SIGNATURE WNER OR CTOR FOR HIMSELF AND OWNER
$6 _0
0
I
Q Vra
r/APPLTCATPN YIIII- NOT BE ACCEPTED !F INCOTPLETE OR
Proiect #:
Frontage Rd.
81657
freo*
Alarm Permit#:
Commercial & Resldential Fire Atam shop drawings are required at time of 75 S-
application submittal and must include infurmation listed on the Vail' Colorado
2* page of this form. Application wlll not be accepted without this
F7- eoSo
RACTOR INFORilATIOII
FireAlarm: S 3t"OG
Assessors Office at 97O-328-OUO or visit
t(*******************rt**.:*:t**:l:l:l:r:r**:r*:r:.FOR OFFICE USE ONLY*a*.1:r*:F:l'l'.*:r:Fr*n**:r jk*!*lhl**:r:r*********
Torn of Val Reg. i.lo.:
\\z- s Contaci and Phone #s:
Clrrrs Q{9-q{r,'r:i
E-Mail Address:
Contractor Signature:
\.\ --*.
COMPLETE VALUATIONS FOR ALARil PERilllT (Labor & Materials)
Parcel# .l t C
Job Name: r \i 'r-l i'l C. l1i JobAddress: t1Lz. Mc{-{*,, }ta,,.,r t ,,
Detailed Location of urork: (i.e., floor, un[*, bldg. #)
Work Class: New (;) Mdition ( ) Rernodel ( ) Repair ( ) Retto{t ( ) Ofter ( )
Type of Bldg.: Single-family.(Tr,rofamily ( ) Multi-family ( ) Conmercd ( ) Restaurant ( ) Other ( )
No. ol Existing D^,elling Units in this buiHing:No. of Acmmmodation units in this hrilding:
a Fire Alarm Exist: Yes Does a Fire Sprinkler Syslem Exist: Yes (
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ASBESTos Permit #: AsB07-m03 -BOl-6ot(8'
Job Address: 1722 GENEVA DR VAIL
l,ocation.......: 1722 GENEVA DR.
ParcelNo....: 210312312035
kgal Description: ? RJO6 (}t-16
Project No . : ?? I
ovitNER GffEVA IJLC O3/L3/2007
PO BOX 3125
VAIIJco 8L557
Status...: ISSUED
Applied. . : 03113/2N7
Issued...: 04lll2m7
Expires. . .: l0l08l2007
APPI-,ICANT A & L ABATEMENT
3].11- W. HAI{DEN AVENUE
SHERIDA}T
co 80110
I-,icense: 155-S
CONTRACTOR A & L ABATEMENT
3111 W. HAMDEN AVENT'E
SIIERIDAI{
co 80110
License: 165-S
03/L3/2007 Phone t 303-419-L254
B/A3/2007 Phone: 303-41"9-L254
Add Sq Ft: 0
# of Gas Appliances: 0 # of Gas Logs: 0
Total Calculated Fees- )
Additional Fees-.------- >
Desciption:
REMOVE 220 SQ FT OF ACOUSTICAL CEILING POPCORN IN THE
LTVINGROOM. KITCHEN AND HALLWAY
Occupancy:
Type Construction:
Type Occupancy: ??
Valuation: $4,000.00
Fireplac€ Infoffnation: Restricted:
# of Wood Pellet: 0
*)r*********t*t|.**t**.******t*************'t*'*****************ii***:i***FEESUMMARY****|+*t*******+***+*+****:}***t*|.*t***************
Building--.- >
Plan Check-- >
Investigetion- >
958.00
958.00
$0. 0o
9115 .00
$ss.00
Total Permit Fee-----> $171.00
Payments--------- > $171.00
BALANCE DUE---_...- >$0.00TOTALFEES----------> 3115.00
Approvals:
Ttem: 05100 BUIITDING DEPARTMEIIr
ILem: 05500 FIRE DEPARTMENT
03 /L4/2oo7 DRhoades Action: DN Denied for
following:
1. Application submitted by c.C. and not by a
company licensed for asbestog removal .
2. No cont,ractor signature on application
3. Need start date, end datse and work hours
4. Need Lo submit a copy of State application
5. lileed drawings showing location(s) of work, entry and
PAGE 2
***********,t *1.************************x*:t*********{.*{.{.:lr***t **********l.**********************1.*!**,1.*******
CONDITIONS OF APPROVAL
Permit #: ASB07-0003 as of 04-11-2007 Status: ISSUED
:t(:F***:|t1.*1.*|F*'.*:|.*i!*:t.***'!**:F**********{(********{.**1.i.'t.*i.*****'(*,c*,(***,F,Fx***{.*'|.*,|.*1.*x<*'|.*****{.******
Permit Type: ASBESTOS Applied: 03/l3l2W7
Applicant: A&LABATEMENT Issued: Mllll2001
303-419-1254 To Expire: l0l08l2007
Job Address: 1722 GENEVA DR VAIL
Location: 1722 GENEVA DR.
Parcel No: 210312312035
Description:
REMOVE 220 SQ FT OF ACOUSTICAL CEILING POPCORN IN THE
LIVINGROOM, KITCTIEN AND HALLWAY
Conditions:
Cond: 38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
AN ASBFSTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRrOR TO ANy FURTHER WORK
occuRING oN THIS SITE. IF FURTHER QUFSTTONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARB REQUIRED TO CHECK FOR coDE
COMPLIANCE.
exiu points, locations of handheld extingruishers and load
out/storage area(s) .
5. Abatement company being used (A&L Abatement LL,c) is
not currently register with the Town of Vail (expired)
and their insurance is expired.
c.C. (Arrigoni) was advised on this date. He will get
with abatement contractor and resubmit.
O4/LL/2007 DRhoades Action: APPR Infomation was
**"**.***I?5F*"iLi-*;-,L,!P-T-?.tf-9;,,-S?l-:l?f-t-*-*:;t1-t"-i-:S-i-1i:,"*l-"-;----+,i+*r,*,*,.***r**r,r+'*r,'r**r**i*r***r*+',,+r{.r+rr
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 information required, completed an accwate 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 ard state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, Intemational Building and Residentail Codes and other ordinances of the Town applicable thereto.
REQIJESTS FOR INSPECTION SHALL BE MADE FORTY-EIGHT HOLIRS IN ADVANCE a350RnM7v2252
SIGNATURE OF R FOR HIMSELF AND OWNET
TPPUCAIIOil
rwt0r
75 S. FlorltrgcRll. -
Pcrmit
rntt, cotonJo 81657 1. CoPtes of-" ^.\ . rP2. A @PY of
T{OT E IOCEFTED IF IIICOHPLEf-E OR.Uf{SIGilEDP!u'cct#i-
tt|d[d||tg Fctmit#:.
AMPrrmit#l
,,."'rl?. "f,:srHl
#-,ffi"
GOilPLETEVALUA
D€r ('lEmlnGt I||Or llr iE!rE'v' --'-
ffi itilt'ficccptrd: wiliout thr roJnyil-e-:
il;#;Gtffi.ae and State of coloredo-cdtficgti{tn
ffi ffti'Fi,iii't'"-t".irilile*to3g:Y*Fffi"::l5|t[En ararlg€fngnt' wlur rf E rELr|'rt
ilstirns,'n-t +dt*ler spbnr, and alann SYstefis wrn
crs of hete indivkttrals.s of *rete indivkttrals.
i.6nl- loat*slnE t watte contairer storage locltion'- waste load olJt arca locttlon'
' enty and aYfing dctaib- of abatem€nt atea'
Oetaits sf entry inO exiting plans br the occupants
SttucNrt in unaffected arei|s'
ConEiit and Phone
([abr & trlaterials)
bb t'frress: 1 7
Detaihd d€scriPbon
55i Gal Daums:AnountofAsb€shs: UnearFeet:
Repair ( ) Dernofwork CIaEE; New ( ) Addfion (
txes a Fire l$ann Exist: Yeg
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.....:
Parcel No.,.:
Project No :
ELECTRICAL PERMIT
1722 GENEVA DR VAIL
1722 GENEVA DR.
2103t2312035
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #:
Status . .
Applied .
Issued.
Expires .
E07-0053
361 -@q I
.: ISSUED
. : O4l27l2OO7.: 0413012W7.: l0l27l2oo7
OWNBR GENEVA LLC
PO BOX 3125
VAIIJco 81657
APPIJICANI DOIIBIJE Q EL,ECTRIC
P.O. BOX 242
EDWARDS
co 84632
License: 190-E
CONTRACTOR DOI'BIJE Q EIJECTRIC
P.O. BOX 242
EDWARDS
co 44632
License: 190-E
04/27 /2007
04/27/2007 Phonet 97o-748-9780
04/27/2OO7 Phone: 970-748-9780
FEE SUMMARY 'r't't**i:t't+***'t't**'*:t**'*1.'****{(.t:i:t'rt**t**{.*{({i*****ri**)*********t *
Desciption: COMPLETE WIRING WITH 200 AMP SERVICE FOR A NEW HOUSE
Valuation: $0.00 Square feet: 2600
Elechical----- >
DRB Fee----->$113 .8s
$0. 00
Total Calculated Fees- >
Additional Fees---------- >
$115.8s
$0. 00
Invesdgation--> $0 . 00 Total Permit Fe€---- > S116 . 85
Will Call-------- > S3.00 Payments--------- > S116.8s
TOTAL FEES-- > $116.8s BALANCE DUE------> S0.00
Approvals:
Item: 05000 EIJECTRICAL DEPARTMENT
04/27 /2oo7 shahn
ItCM: O55OO FIRE DEPARTTI{ENT
Action: AP
Cond: 12
(BI-,DG. ) : FIBI-,D INSPECTIONS ARE
CONDITIONS OF APPROVAL
REQUIRED TO CHECK FOR CODE COMPI-,IANCE.
-YRsoo -o51&
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIIR HOURS IN ADVANCE BY TELEPHONE AT 4?9-2149 OR AT OtlR OFFICE FROM 8:00 AM - 4
PM.
SIGNATURE FOR HIMSELF AND OWNEF
Apr ?'7
-< lS,
O7 O?z??p El izabeth
NWt{1FYLED
3?8 -500s p."
75 S. Froltage Rd
Vail, Colorado E1657
corrR.ACrOR rilFoRlr''TIO ll
tf ' 513'1ffiotvait Reg. l'lo.:
ffiFoR r{Ew BurLDs and vALuATto$s FroR ALL orHERs (t'abor & l{ateri.ls)
EI-ECTRICALVAtuATToN: $ 2 2., t+ 5
AMOUNT OF SQ FTIN SIRUCIURE:. . L6 OA
hrcP14As*ssrcOffie*9.or visitContad
* * 4r*,****s4/t*** *it* *r*t****r*.r.**r.FroR oFFrcE usE oNLYI**ttr*r
*7 q>9X rl ,t)" lir'"
Job'Name: Ayrtqa n r
subdivisiolrtz/flfi J'lt[,.
Ittl /./a x?L-et n P!4 k u n '#a,+?FP,-ii'e,4.W
Addition( ) Renpdel ( ) Repar( ) TempFlcwer
ffi Baerior( ) Sour
ffi."tm"d"uon units in this bttilding;
O<ttting Dwelling Units in thG building:
Is this oermit fora holtulilc:l-Lg'C
ffi)No(
..,APR.2?*200?:-
iVriI\ditabdCV\FORITIS\PERM NS\ELECPERM. DOC
g7rw200z
TOWN OF VAIL DEPARTMENT OF COMMLTNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PCrMit #: MO7-OO9I
Job Address: 1722 GENEVA DR VAIL
Location.....: 1722 GENEVA DR.
ParcelNo...: 210312312035
'3'a1 -6U6
Status.. . : ISSUED
Applied..: 06/07/2007
Issued. . : 06/11/2007
Expires. .: 12/08/2007Legal Description:
Project No :
OI^INER GENEVA L]-,,C
PO BOX 312s
VAII-I
co 81657
APPLICANT R & H MECIIANICAL LLC
PO BOX 8l_0
EAGLE
co 81631
License : l" 84 -M
CONTRACTOR R & H MECHANICAL LLC
PO BOX 810
EAGLE
. co 8t-631
License : l-8 4 -M
06/o7 /2OO7
06/07/2007 Phone: (97O) 328-2699
06/07/2007 Phone: (970) 328-2699
Desciption: INSTALL BOILER FOR A NEW HOUSE
Valuation: $17.500.00
Fireplace lnformation: Restdcted: # ofGas Appliances: 0 # ofGas logs: 0 H of Wood Pellet: 0
+ t + * * l r * t + + + + + * + + 't ** * 't,t,t'l 't * t 't * a t * t
Mechanical--> $360. oo Restuarant Plan Review--> $0. oo Total Calculated Fees---> $453 . oo
Plan Check--> g9o. oo TOTAL FEES--------> 9453.00 Additional Fees-------> go. oo
Inv€stigation-> $0 . 00 Total Permit Fee-------> $4 53 . 0 0
Will Call---> 93 . 00 Paymenrs-------------2 g4 53 . oo
BALANCE DUE-----> $0.00
++ t t * t t l t a t't a t:l a +,i+ t+ + * * *t * * t *:t t t *Item: 0510 0 BUILDING DEPARTMENT
06/07 /2007 cgunion Action: Ap
CONDITION OF APPROVALCond:12
(BI-,DG.): FrELD INSPECT]ONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTIONAIR rS REQUIRED PER CHAPTER 7 OF THE 2003 TMC AND SECTION
304 OF THE 2OO3 TFGC AS MODIFIED BY TOWN OF VAII,.
Cond: 23
(BI-,DG.): BOfTLER INSTALLATION MUST CONFORM TO MANUFACTURERTS INSTRUCTIONS AND
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING To CHAPTER 5 OF THE 2003 fFGC.
"Rs
0C-o:t <
Cond: 29
(BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPITY WITH CHAPTER 3 OF
IMC AND CHAPTER 3 OF THE 2OO3 IFGC..
Cond: 3L
(BLDG.): BOIL,ERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBI-,E CONST.
LISTED FOR MOUNTING ON COMBUST]BI-,8 FI-,OORTNG.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECIANICAI-, ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG. ) : BOILER ROOMS SHALIJ BE EQUIPPPED WITH A FLOOR DRArN OR OTHER APPROVED
Hfl:..f.:.:,Ti::,1-i:-.::-:::,::"--::::"-.:i,:-,::f,TJ---11.11;i;.,,..*.,*****,,,,*,,,,,,,,,,,,.,:i,*:|*,*,,**:,:li*:1,....,...*..*,,
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 conect. 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, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN BY TELEPHONE AT 479-2I OFFICE FROM E:00 AM - 4 PM.
TURE OWNEROR R HIMSELF AND OWNEN
THE 2OO3
UNLESS
,TTTULAIION WIL! NOT BE ACCEPTED IF INCO}IPLM OR
Project #:
lt r;" oaq f
Building
MVNOFW,
l3f $,""?ETlf;,,
,+Q-
Hedranical permit#:
gtvng-zt+D
Permitwill np
t-r,f".Jl#il?1fi "S,R.?t"",r.rawntoscarerolncrud€:g lgmu-1sUon fir Duct tiiiJ inJ u.auono f.tu? Ventand aas Une siie;;;;;""o HeatLoss Calcs,o EgutpmentC',t/Specsheetr
esssprc Office at gZO-gZe-A640 orvtElt
(
\
Ldls C"\c,s \
*:r**t***********
X**+rF***,ix,F:**i(***:S**:F
qOIVITJ{CT9R TMORMATION
'*Y"' A"ol
SgF n?sQsooN^\* \S
Addlti"t! ) Attcntion ( .
)Repair( ) Othv( Itrit*t"*U"r, fnt"@
Does an EHU exlst
"t
U,E tffi
Orpto( ) mum-n*ryt
No. of Existing ow.tting Unitsl;T,Tb;m No..of Arcommoaation Unie inT,fim
Nofiype of Fireplaces proposed: Gas ) Gas Logs t I Wooalpeileil ) WoodBuming {ruOrnao*t
\voiMaa\cdcraFo$ .-',dERM]f
6 0 [,0 NERM.Doc lvll|tlvH}lll HIU hlv6 | : t t t000 t'9 'unf II
IFLOORS
I
I
lcElLtNG
I
WALTS
WINDOWS--_a_
!4FlLrRATION
A BEA SOUEE R.VALUE-
tl
U'UA DT,BTUsREffiiffiiTF
I t,/r2_
I r7'fi-
l5,oto
SEI-
4,w
,e 6(o i9,'/?o^((,7 bs
q
tQ
'r4,
iD> >
,9
{?,5 to"/145
/Ll'o 10"
Tl--
L3{?d/
I"(b51 iq'1, I
?0,r7 737/\ssF')/
looo
a
1( -.u*JlIl' I
x,75 1o'1b,rt /
Fleat CaleWorhsheet Il\
I
\
\
Rlliog R1h.O52 R30=.033 R2,8=.35-/
SNOW MEL
TOTAL
coITRnCror 4 Cvlntsn,A
lJ0tLtGot**,"ourpur: T ttq t
t tb-75
ADDRESS:Iv'. co SY
D 0 ql Q"l 0rs
lqg Nnue:
{DDRESS:r'7 2-L fi,tlL (LtVtt
PERfi'ITfi
We'@tL'.fdbln,
[+/L
i.
Sr i)exvrt-5.oo o
Equipment Spec.
lrlv0t:tf t00E '9
I
,i, l.
.l
'u n I iJOt60['0il IVCINVHC]N HIU
TOWN OF VAIL DEPARTMENT OF COMMUNIry DEVELOPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970479-2138
NOTE: TIIIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
MECHANICAL PERMIT Permit #: M07-0143
Job Address: 1722 GENEVA DR VAIL Status . . . : ISSUED
Location.....: 1722 GENEVA DR. Applied . . : 0711912007
Parcel No...: 210312312035 lssued. . : 0712712007
Legal Description: Expires . .: 0112312008
ProjectNo , Q(-,IO g-Oq,g
owNER GENEVA IJLC O7 /79/2OO7
PO BOX 312s
V lt J. IJ
co 81657
APPLICANT WESTERN FIREPLACE SUPPIJY, INOT/19/2007 Phone: 568-3760
]OOf, TA\JI\-LA
COLORADO SPRINGS
coLoRADO 8091s
License:323-M
CoNTRACTOR WESTERN FIREPLACE SUppIry, INOT/]-9/2007 phone: 558-3760
1685 PAONTA
COLORADO SPRINGS
coLoRADO I091-5
License: 323 -M
Desciption: INSTALL GAS FIREPLACE FOR A NEW HOUSE
Valuation: $3,631.14
Fireplace lnformation: Restrict€d: # ofcas Appliances: 0 # ofGas l,ogs: 0 # of Wood Pellet: 0
l t t * l * a lr * *'l l *.l ll * r * a * * a'l r r"l *,1*t * *,t
Mcchanical---> $80. oo Restuarant Plan Review--> go. oo Totalcalculated Fe€s--> $103 . oo
Plan Check--> g2o. oo TOTAL FEES--------> g1o3 . oo Additional Fees-----> go. oo
lnvestigation-> $0. oo Total Permit Fee-----> $1oJ . OO
Will Call---> g3.oo Payment5--------t g103.oo
BAIANCE DUE.---> $O. OO
t t tt 'i t a* tl t * t *r * *IIEM: O5]-OO BUILDING DEPARTMENT
O7 /L9/20O7 cgunion Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVALCond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER CTAPTER 7 OF THE 2OO3 rMC AND SECTION
304 OF THE 2OO3 II'GC AS MODIFIED BY TOWN OF VAII-,.
Cond: 23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S TNSTRUCTIONS AND
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPITIANCES SHAI-.,L BE VENTED ACCORDING TO CHAPTER 5 OF
Cond: 29
(BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3
IMC AND CHAPIER 3 OF THE 2OO3 IFGC..
Cond: 31
(BLDG,): BOILERS SHALL BE MOUNTED ON FI-,OORS OF NONCOMBUSTIBLE CONST. IINLESS
I.,ISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE ANAL,YSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN ]NSPECTION REQT'EST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
THE 2OO3 IFGC.
OF THE 2OO3
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION STIALL BE MADE TWENTY.FOUR HOURS IN ADVANIiE BY 9 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
ATUREOFO OR CONTRACTOR FOR HIMSELF AND OWNER
75 S. Frontage Rd.
Vall, Colorado 8[657
ApplrcArroN wrLL Nor BE AccEprED rF rNcoMprErE o_R rlNs.rc..NE{q?J t 6- Ot/$TOV Project #: Y '
Building Permit #:
Nrr7- a t93 Mechanical Permit #:
97 O-47 9-2149 (Inspections)
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
Permit will not be accepted without the following:
Provide Mechanical Room Layout drawn to scale to Include:
\ov'/-
o Mechanical Room Dimensionso Combustion Air Duct Slze and Locatlono Flue, Vent and Gas Line Size ando Heat Loss Calcs.o Equipment Cut/Spec Sheets
C ONTRACTOR INFORMATION
,I
VALUATION FOR MECHANICAL PERMIT (LAbOr & MAtET|AIS
Con tact Eag le Co u n U Assesso r€#
Parcef # ,4 l(3\1j..\|y\z^\
Job Namfl'r0 z O,r loont 'Ti55:ifi-tt".bm C.vr
LesatDescriptiohjf r-ot 1 /
\fl alocr:Filing:subdivrsion: fft$s rl-r rn V l' l6a,,,
owners Nutt'.fin[-, O ,.,*n', ll Address:p1 .1^,< v.oi n Brosg ll Phone:
Engineer: u U ll Rddress:Phone:
pgtailed description of work:{Jrnn-HS-rQl
Worl(Class: New() Addition( ) AtterattonV{aepav() Other( )
BoilerLocation: Interior( ) lterior( ) Other( )Does an EHU exist at this location: Yes ( ) No ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in thls building:
Noffype of Fireplaces Exlsting: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
rJ'{f,/-
TOWN OF VAIL DEPARTMENTOF COMMI"JNIry DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P07-0068
Gor -oo{8
Job Address: 1722 GENEVA DR VAIL Status . . . : ISSUED
Location.....: 1722 GENEVA DR. Applied . . : 06106/2007
Parcel No...: 210312312035 Issued . . : 06115/2007
Legal Description: 395 66 -611 tr Expires . .: l2llz/2007
Project No :
owNER GENEVA LLC 06/06/2007
PO BOX 3125
VA]L
co a]-657
APPLTCAI\::I SI,NDANCE PLUMBING & HEATING 06/06/2OO7 Phone: 97O-748-8977
P.O. BOX 3584
AVON
co 8L620
License: 101- P
COM|RACTOR SUNDANCE PLWBING & HEATING 06/06/2007 Phone: 970-748-8977
P.O. BOX 3584
AVON
co 81520
License: L01-P
Desciption: NEW PLUMBING SYSTEM FOR A NEW HOUSE
Valuation: S20.500.00
Fircplace InformationiRestrict€d: ?? # ofGas Appliances: ?? # ofGas Logs: ?? # of Wood Pallet: ??
ta*.*,|.*.tl.*t.*||*.**|'r*':r'rr.*,}.**.***.|*.**'t*t**)t*t.**..*i.**|'*
Plumbing---> 9315. oo Restuaranl Plan Reyiew--> So. oo Total Calculaled Fees--> 5396. ?5
Plan Check--> 978.75 TOTAL FEES-----> S396.25 Additional Fees-------> 50.00
Investigalion+ $0.00 Total Permit Fee------> 9395.75
Will Call---> g3.oo Payments-------------> 9396.75
BALANCE DUE.-.-..-.> $O. OO
ftem: 05100 BUTIJDING DEPARTMENT
06/06/200'7 cgunion Action: Ap
Item: 05500 FIRE DEPARTMEI\rr
CONDITION OF APPROVALCond: 12
(BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Intemational Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANEE BY TELEPHONE AT 479-2I1PIR AT OqR OFFICE FROM E:OO AM . 4 PM.
SIGNATURE OF OWNER OR CO CTOR FOR HIMSELF AND OWNER
ApplrcArror wrLL Nor BE AccEprED rF rNcoMpLpEI,rSt#ltgES a( O:f
Building Permit #:BqX^ oo
Plumbing Permit #:
?o:. osL B
Vail, Colorado 81657
97 O -47 9-2149 (I nsPectlbns)
l t trlt lr! rrlr F-' :
75 S. Frontage Rd.
CONTRACTOR IN FORMATIO N
COMPLETE VATUATION FOR PLUMBING PERMIT (rabor & Materials)
Contact Person and Phone
-r\t€-?R)>
PLUMBING:$:-o.-Soo
4:ll9-Et<f/KEb
forPar l#A's5$,rs at97ll-,or visit
Parcel # : \o3\ :.-3 \
Job Name: t\ ! '\_r-ilF \5or\_ \JobMdress:t r\- Ge."^-*^.r6- s g*
legal Descrlpdon I toe I elocr: I Rtlng: I subdlYlslon:
Phone:
Engineer:ffi lPhone:
WorkClass: t'letr0/) Addition( ) Alteratlon( ) Repak( ) Other( )
-
Typeof Btdg.: Stngte.famiy(r't Dupteo<( ) Multl-famlly( ) Commerdal ( ) Restaurant( ) Other( )
No. of Existing Dwelling Units In this bullding:No. of Accommodation Units ln this building:
7(** ***** *** * **** **** **** ***** * ** ** **,'7f
FOR OFFICE USE ONLY**
JUN 0 4 2001 U
rown or vnlt
F:\cdev\FORMS\PERMm\Building\plumbingiermiLl 1-23-2005'doc Page I of 1 rtl23l2o0s
ffifs/,J
TontEvnry
HOW DIDWE RATE WIIH YOU?
Town of Vail Survey
Comm u nity Development Departnent Russell Fonest, Directo r,
(970)47s-2139
Check allthat applies.
1. Which Departnent(s) did you conbcf?
Building _ Environmental_ Housing Admin --____Planning DRB PEC _
2. Was your inilial contact with our staff immediate_ slow or . . .
no one available ?
3. lf you were required to wait how long was it befure you were
helped?_
4. Was your.project reviewed on a limely basis? Yes / No
lf no, why nofl_
5. Wasfiis yourfirsttimeb file a DRB app- PEC app-
Bldg Permit_ N/A
6. Please rate the performance of the sbfiperson who assisGd you:
51321Name:
(knowledge; responsiveness, availability)
7. Overallefiectiveness oisre Front Service Counter. 5 4 3 2 1
8. What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to better serve you
nexttime?
Thank you for taking the lime to complete this survey. We are
committed b irnproving our service.
)x
Design Review Board
ACTION FORM
Department of CommunitY Development
75 South Frontage Road, Vail, Colorado 81657
tef : 970.479.2139 fa\| 970.479.2452
web: www,vailgov.corn
Prcject Name: ARRIGONI NEW SFR
Project Description:
FINAL APROVAL FOR THE CONSTRUCTION OF A NEW SFR
Partacipants:
OWNER GENEVA LLC
PO BOX 3125
VAIL
co 81657
APPUCANT SHEPHERD RESOURCES, INC, 0110212007 Phone: 949-3302
PO BOX 1624
AVON
co 81620
License: @00002193
Project Address: 1722 GENEVA DR VAIL Location: 1722 GENEVA DR.
Legal Descriptionr Lot: 11-A Block: Subdivision: MATTERHORN VILLAGE FIL #
Parcel Number: 2103-123-1203-5
Comments:
DRB Number: DR8070003
0t10212007
BOARD/STAFF ACTION
Motion By:
Second By:
Vote:
Conditions:
Dorward
Fritzlen
4-0-0
Action: APPROVED
Date of Approval= 0Illil2007
C.ond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Entry: 01/18/2007 By: George Action: AP
Cond:0
(PI-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
C-ond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: 113
All development applications submitted to the Town after the effective date of
J\.
Ordinance 25, Series 2005 shall be subject to the pending employee housing
regulations in whatever form they are finally adopted; provided, however, that if
the Town fails to adopt the pending employee housing regulations by April 15, 2007,
this Ordinance shall not apply to such dwelopment applications.
Cond: CON0008630
Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES
standards,
Cond: CON0008631
Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES
standards.
Cond:7
(PLAN): This property is located in a 'geologically sensitive area".
Cond: 5
(PI.AN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FMMING INSPECTION, AN
IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF
COMMUNITY DEVELOPMENT A MINIMUM OF FORTY-EIGHT HOURS IN ADVANCE OF THE REQUESTED
INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC.
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE
SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECnON.
Planner: George Ruther DRB Fee Paid: $650.00
New Construction
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2128 faxj 970,479.2452
web: www.vailgov.com
v ?l'l-b
. Separation Request
I. SUBMITTAL REOUIREMENTS**./t' ,All pages of Application is complete
y'TChecklist is completed and signed
o/stanrred Topographic Surveyxt' site and Gradino Plan*
{;ands;cap,etanic/ Architectural Elevations*
{Sxte{or crilor and material samples and specilications.
sf Architectural Floor Plans*
NEW CONSTRUCTION
SUBMITTAL REQUIREMENTS
General Information:
The review process for new construction normally requires two separate meetings of the Design Review
Board: a conceptual review and a final review, Applicants should plan on presenting their development
proposal at a minimum of two meetings before obtaining final approval.
teathl*>
d Lighting Plan* and Cut-sheet(s) for proposed fi*turxfif,.Q'tfiaJSna^\l reif S{eq5 AffgfuOB lltle report, induding Schedules A & B to veriff ownership and easementsx
.- o/Photos of the odsting site and adjacent structures, where applicable.
^frlq
Written approval from a condominium association, landlord, ind joint owner, if applicable
lVlo Site-specific Geological Hazard RepoG if applicable*
o The Adminisb'ator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please,rahmt three (3) copia o/the azlertbls aa/ed w*h az zsleritt ().
*xFor interior conversions with no exterior chanoes, the submittal requiremenB include a complete set of
e)dsting and proposed floor plans, a title report, and written approval from a condominium association,
landlord, and joint owner, if applicable,
I have read and underctand the above listed submittal requirements:
Project Name:t*t ko{t 9tO
Contractor Signature
l1-'\tt'
F:\cdSAFORMS\Permits\Planning\DRB\drb_nelv_construction_10-18-2006.doc Page 3 of 14 ruz3lzoos
NEW CONSTRUCTION
SUBMITTAL REQUIREMENTS
Topogrgphic survey:
{Vlr.I. stamp and signature of a licensed surveyor
{oate of suruey
ar- North anow and graphic bar scale{ Sale of 1"=10'or 1"=20)
w'Lqd description and physical addressr- Lot size and build able area (build able area excludes red hazard avalanche, slopes greater than
40o/o, and floodplain)
e/Ties to existing benchmar( either USGS landmark or sewer invert. This information must be
gearly stated on the surveyy'Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and bearings
and a basis of bearing must be shown, Show existing pins or monumenB found and their
relaUonship to the established comer,
e/Show right of way and property lines; including bearings, distances and curve information.
P/Indicate all easements identified on the subdivision plat and recorded against the property as
,indicated in the title report. List any easement restrictions,
{SWt Elevations at the edge of asphilt, along the street frontage of the property at twenty-five
Joot intervals (25'), and a minimum of one spot elevations on either side of the lot.
Cf- Topographic conditions at two froot contour intervals
E/ Existing trees or groups of trees having trunks with diameters of 4" or more, as measured from a
point one foot above grade.
e--nock outcroppings ard other significant natural features (large boulders, intermittent streams,
etc.).
s'-All o<isting improvements (including foundation walls, roof overhangs, building overhangs, etc.).
ulnvironmental Hazards (ie, Rock fall, debris flow, avalanche, wedands, floodplain, soils)g/ Watercourse setbacks, if applicable (show centerline and edge of stream or creek in addition to
the required stream or creak setback)
a--Show all utility meter locations, including any pedestals on site or in the right-of-way adjacent to
the site. Exact location of existing utility sources and proposed service lines from their source to
the structure, Utilities to include:
! Cable TV Sewer
,/ ! Telephone Water Electric( Jrize and type of drainage culverts, swales, etc,
E 'Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250' in either direction from property.
a/ Site and Grading Plan:
V Sale of L"=2O' or larger
{-eropetty and setback lines
z/ Existing and proposed easements
E/ Existing and proposed grades
r/ Existing and proposed layout of buildings and other structures including decks, patios, fences and
-walls. Indicate the fioundation with a dashed line and the roof edge with a solid line,
az All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed
grades shown underneath all roof lines, This will be used to calculate building height.
r- Proposed driveways, including percent slope and spot elevations at the property line, garage slab
9nd as necessary along the centerline of the driveway to accurately reflect grade.
{ A +'wide unheated concrete pan at the edge of asphalt for driveways that exit the street in an
uohill direction.
F:\cdev\FoRl"ls\Permits\Planning\DRB\drb_new_construction_10-18-2006,d0c Page 4 of 14 rLn3p00s
s/Locations of all utilities induding existing sources and proposed service lines from sources to the
structures.{ eropo* surface drainage on and off-site.
a/lcr:rtion of landscaped areas.
{,tcx:ltion of limits of disturbance fencing
{txation of all required parking spaces
{-Snw storage areas,f Proposed dumpster location and detail of dumpster enclosure.
a/Reaining walls with proposed elevations at top and bottom of walls. A detailed cross-section and
elevation drawings shall be provided on the plan or separate sheet. Stamped engineering
drawings are required for walls between 4'and 6'feet in height.
El- Delineate areas to be phased and appropriate timing, if applicable
Er Landscape Plan:
s/Scale of 1' = 20'or larger
Bz Landscape plan must be drawn at the same scale as the site plan.
e/Location of o<isting Fees, 4' diameter or larger. Indicate trees to remain, to be relocabd
(induding new location), and to be remored, Large stands of tnees may be shown (as bubble) if
the strand is not being affected by the proposed improvernents and gnding.
{lndiateall o(isting ground cover'and shrubs.
trDetailed legend, listing the type and size (caliper for deciduous trees, height for onifers, gallon
size for shrubs and height for foundation shrubs) of all the o<istirq and proposed plant material
_including ground cover.
tr-gelineate critical root zones for o<isting trees in dose proximity to site grading and construction.
zzlndicate the location of all proposed plantirgs.
{tne location and type of exi*ing and proposed waterirg systems to be employed in caring for
,rlant mabrial following its installation.f Existing and proposed contour lines. Retaining walls shall be included with the top of wall and
the bottom of wall elevations noted.
e/ Ardritectural Floor Plans:
s/Scale of 1/8' = 1' or larger; V4" is preferred
e,-Flcrr plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
.building elevations must be drawn at the same scale.{ Clearlv indicate on the floor plans the inside face of the exterior structural walls of the building.{ tabrrll flmr plans to indicate the proposed floor area use (i.e. bedr@m, kitchen, etc,).! One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA)
1as calorlated, See Title 12, Chapter 15 - Gross Residential Floor Area for regulations.{ Provide dimensions of all roof eaves and overhangs.
uz-Architectural Elevations:( Saleof 1/8" = 1'or larger; U4" is prefened
e/ All elevations of the proposed development drawn to scale and fully dimensioned. The elevation
drawings must show both existing and finished grades. Floor plans and building elevations must
be drawn at the same scale.
tl /[ o If building faes are proposed at ingles not represented well on the normal building elevations,' ;ihow these faces also. i
{}bvations shall show proposed finished elevation of floors and roofs on all levels.
e- All e"\terior materials and colors shall be specified on the elevations.
e/The following shall be shown graphically and fully dimensioned: fasda, Eim, reilings; chimncf
jtaps, Eeterledtons, and window details.f- 9how all proposed exterior lighting fixtures on the building.
c4llustrate all decks; porches and balconies.
---\ .tnOicate the rcof and building drainage system (i.e. gutters and downspouts).
e/Indicate all rooftop mechanical systems and all other roof structures, if applicable.gof F*t'
F:\cdev\FoRt'1s\Permits\Planning\DRB\drb_nerr/_conslruction_10-18-2006.doc Page 5 of 14 rv23l200s
e/lllustnte proposed building height elevation on roof lines and ridges. These elevations should
!
D
@ordinate with the finished floor elevations and the datum used for the survey,
E)Cerior color and maGrial samples shall be submitted to staff and presented at the Design
Review Board meeting.
Lighting Plan:
Indicate type, locauon and number of fixtures,
Indude height above grade, lumens output, luminous area
Attach a cut sheet for each proposed fixture.
IMPROVEMEI{T LOCATIOI{ CERTIFICATE fi tC)
One a building permit has been issued, and construction is undenrvay, and before the Building
Departnent will schedule a framing inspection, two copies of an lmprovement Location
Certificate survey (ILC) stamped by a registercd professional engineer must be submitted. The
folloring information must be provided on the ILC:
Basis of bearing and tie to section comer
All property pins bund or set
Building location(s) with ties to property comers (ie. distanaes and angles)
Building dimensions, induding decks and balconies, to the nearest tenth of a foot
Building and garage floor elevations and all roof ridge and eave line elevations
All dninage and utility service line as-builts, shoMng type of material, size and o(act location
All easements
!
tr
!
!
I
!
o
F:\cdev\FoRMs\Permits\Planning\DRB\drb_nerv_construction_10-18-2006.doc Page 6 of 14 ru23lzoos
PROPOSED MATERIALS
TVoe of Material ColorBuildino Materials
Roof
Siding
Other Wall Materials
Fascia
Sotrits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
r -lFlues i C,l.l\v{$d,l,{
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
L-t.,o 'c
tPur{
tdl\rrE-
Ar^r.1'16u1 tiL,'O
\Aoort (fuF,*t *lnerf\ fewor.rr..,l
lrl-tzl Au,rfl tNJ Pt t-r'l\O gzpor,Jxl.e- HI&TIL
\As> (a,ebqtr1€r)
|4ooo LV-€t uAlytu,o)
2tpr sslt r'^wnrLJw
k"?6k
l1wff -
hx>u"a
W(Wo6(L
4E Ltui$,o
Notes:
Please speciff the manufacture/s name, the color name and number and attach a color chip.
Nlart) o-au
l/eer>, &fll^tng4
lAoo-a LU.A**6--.
9ro4{
I
17\"Fl,lN
F:\cdev\FoRMs\PermiB\Planning\DRB\drb_new_construction_10-18-2006.doc Page 7 of 14 ru23l200s
FROl"l : .David Beadle - Landscape Arch FRX N0. :
PROPOSED LAI{DSCAPIilG
Fotanical Name Common Narn
Dec.2t 2AA6 L2t46Pn P2
Ouantitv Size
PROPOSED TREES
AND SHRUBS
^r I - t
Jla.wl- Llst' &ta_*kl *lz
ls.za
Deciduous Trees - 2" C.aliper
C,oniferous Trees - 6' in height
Shrubs - 5 Gal.
Souare Foolaqa
x flaw-J4'\. frt.z
Cornmon Narne
futPo,- 1o
EnsrING rREEs top"l". brrn loflo< f *.p en
TOBEREMOVED I I ' ]
Minimum Requirements for tandscaping:
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please speciry other landscape features (i.e, rebining wallg, fences, swimming Pools, etc.1
F : \cd ev\FORMS\Permi E\pl!ntinq\DRB\db-newJonstudion-l 0-f 8'2006. doc PagE 8 of 14 lr1231200s
SILVERTHORNE HP'rv - sl, aA,/\
QUrEsr
970,s13.7rer (ld)
970.384.o2t(rar)
970.&7.9722 (ce[,
@nbds: Starc WrEt5
$ahrsod$resl-com
Fax:19704681401
Autfidr;rcd Shrrtut?
Dec 20 2006 13:10
Commentr Drb
P.02
l4 00J
,-a:-\/n |\.-A
NZd urlr.Iry appRovAl &vERIFffrTIoil
TmtIElNff
Tlil3 lorm-seryc b wdry that the p.opo$d lml'owments will not lmpact any exrstlng or proposed uuflty sGMcE, and ats b\Eriry. seNice $tathbltlty and lctin ior nerv onrrrrtion ana shutd'oe u..d ; ;J"rr;dil;;-plparrng rour utriry pt3n andsclEduling hstrlhtiotrs- A slt€ Plan, hcluding gradiE plan, n@r plan. and t|€vadsri, d|alt be $bhded 6tic rorr",*i'ng ,rultGfor approval and v€riticatbn-
DI(-._ tz.ltz-pr$14,l Nf"cl1AilaAY + Na r-.,ol.Va ftrrL tajlclrzir-;te QOESI-
e?L U,sfxr'|.
Ww^ C""*fittt
@t-.1->t2'*
+grfi-?00r-
E(C[L HIGH 'PIRESSIJRE GTS
970.262.4076 (tel)
970..158. r40r (fd)
Conb(t Rkh si$cros
lloLY cROsS Et"BCrRlC
970.947.5425 (tel)
970.9{5.4081 (r.x)
Corbcb J€tr vr6rtt
ivrmmlatphftrp6$J:dn
ETCEL EIIERGV
970.262,t018 (rax)
ContXts:
Kk Bogan 970.262..$Z{
l€th;hc Sog€rt
FACI.E R,IYT,R WATERT
SANTIATIOII DISTRICT
970.476.749) (tet)
970,.76,4089 (hx)
CorE<t Rd Hastee
thasleeOerwsd-oro
@I'CASTCAELE
970.a58.2550 .xt. troo (d)
970.458.2572 (lbr)
Conbc Brd Do.ras
brad.lv tld<rsocable.OomcagLom
llQIESi
-'Frt#al*\P(a'b I
4,izrr<( tlA5 klPtsl-
lclfapNn I Nfta,flanoN\ arz,
t\a [,cn\ta €lv tA*v-r> e a-1r4f
1. It Ble utillty apptwsl & verltiGtbn form has S(rnatures frD.n ead o{ the utilv comFnles. and no coannE tts are node directly
on lhe 6om. tne Torrn r|lll pEsume |at there ala no problefis and the da€loprncnt can FV@ed.
2. It a utiliv @.|lprrry has @rrm9 wlth thc proposed consuudon, the uulltt .tprcser|tswc st|sll noa drccfl on tE tnilry
Y€t1fiat on form that O|erc b a ptoblem whkh ne€ds to be rcsolvcd. Thc lssljc should rhen be d€oiled in an atb(hcd lcttsr to tha
Town of vail. Howatr, glre kecp In rDlnd that t ls the rtspondb lty of ti€ uuuty complny .Dd t re .ppll@rt to esolve rdentifit{
probl€ms.
3. Th€se tierilications (b not relle\r. the @ntractor ot tre responstility b obbin a Putlic way Pemlt frcm tl|e Deganment of PrJblk
Worl(s tt tha Town of Wtl. Utilltv loations murt b€ obhinc{ bcfom dlqgano In any pub}k rtght-of- fy a Esement wfiin
the Tor\tD c,f vall. A bulldlno perrnit is not e Prblic Wav ocrmit and hust bc obttlncd scoaratElv.
Thc Deirebp€r ls requlred and agre€s to submit any r€yrs€d drawlngs to thc utlllths fo. rG-appro/rl !, teryerffi@ton f theglbrr{tH Dlans ae altered ln aBy wry aner *|e authorized signahrrc daE (unless ottr.rwlse sfclncatly noEd wlrhin the coanm€nt
a.ea of thls form).
Oevelog€t/s SlgnaUrre
F: \odev\FOR MS\PcrmrtJ\Planttng \DRA\drb-nc'-( o^strucrion- 1 O- r I -1006 . dd
Date
P.gc 9 ot I.t \yBn@s
r\\. , ' UTILIW AppROVAt & VERIFICATIONt\\\f,/.tl
TWXEVILV
This form serves to verify that tfie proposed improvemenb will not impact any existing or proposed utility services, and also to
veriry service availabilify and location for new construction and should be used in conjunction with preparing )lour utility plan and
scheduling insallations. A site dan, includlng grading plan, floor plan, and elevaUons, shall be srbmited to $e following utilities
for apprwal and verification.
Authorized Sionaturc Comments Date
QWEST
970.s13.7189 Gel)
970.384.0257(fax)
970.687.0722 (@tt)
Contacts: Steve Waters
sl,vaters@qvest,com
flCEL HIGH PRESSURE GAS
970.262..1076 (ED
970.468.140r (fao
Contact: Rkh Sisneros
HOLY CROSS EI,"ECTRIC
970.947.5425 (bD
970.945..m8r (fa()
Contact: Jeff Vroom
'ivroom(ohohrcross.com
flCEL EI{ERGY
970.262..1038 (fax)
Conbcts:
Kit Bogart 970,262..1024
lGtherine Bogert
EAGLE RilER WATER &
SANITATION DISTRICT
970.476.74W (E,l)
970.476.,1089 (fa()
Crntact: Fred Haslee
fhaslee@erwsd.org
coMctsT cABl-E
970.468.2669 €rd. 1100 (teD
970.468.2672 (fax)
Contach Brad Dorcas
bradely dorcretocable.comcrt.com
OTES:
1. If the uulity approval & verificauon form has signahrres from each of the utility companies, and no commenb are made directv
on the form, the Town will presume that there are no problems and the development can proceed.
2. If a utility comparry has concems with the proposed construction, the utility representauve shall note direcdy on the uflity
verificaton form that there is a problem which needs to be resolved. The isgle should then be detailed in an attached letter to the
Town of Vail. Honever, please keep in mind that it is the responsibility of the utility company and the applicant b resolve identified
problems.
3. These verificatons do not reliEve the contracbr of the responsibility to obtain a Public Way Permit from the Department of Public
Works at the To rn of Vail. Utlliw locaHons must be obtained beforc dioolno in any public righttf-way or easement urithin
the Town of Vail, A buildino oermit is not a Public Wav oermit and must be obtalned seoaratelv.
The Dweloper is required and agrees to submit any rs/ised drawings to the utilities for re-approval & re-verification if the
submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment
area of this form).
f#b
Ds/eloper's Signafure
F:\deV\FORI"IS\Permits\Planning\DRB\drb_new_mrLstruction_10-18-2(X)6.doc
Date
Page 9 of 14 LU23l200s
XCEL SUMMIT CTY
LZl SVr 6uala l\,: Oa f Jr-Fax:9702624O57 Dec 20 2006 LI128 P.01
S9EG!!S !ft
rfrna TNTLTTY APPREVAL I VERTHCTTIOil
'*,trfltlrm,tt
fiiE form 6Ev:s b vedtt tral qu Fope6ed imFaw|rrenE r$l net hil9d ily ort*ing Er F(wsFd uffiy r€t'dca& ild Eb b
vt'lft 8trEe tE ibbfiV lra l@lbn fd niry an$udon ilt $ouLt be rrd ir dftrrrdtn n lfi D|egirlng lout ntU phn and|cldfilnl ilHrFdo.E A Se Dtan, indulnE qradm 9h4 flw plrn,.cnd tudoq $rlt De srbflrlfied q t'E floniq rrilrr
fu rpturalad vefiicrdorr
t-tAA Ga,ld/. oK-,
lrdtdird a|.nrlg!
e*El
em,51s.7tE (d)9t0jg:mt(froimffi,wza(er,
c4|'eld8 litsvQwbts|l
laahilt8lErdn
EEELIilE|| PRE5Iil'RECIT
970.fta4075Gl)
t0/rfr'1101 (ktQ
CcnEcl Rid $r!e|!g
HOTYCNOISHISTAI€
t7o.rfrszl (!!r)
9t0.9[5..0t1 ({b0
Orfitc! Jefilt|lcm
!,lnn6hnfoct!e60!l
STLEIE€Y
croasz{its (fil)Cffir
lct Bogpt9t0.26z.toz4
l€UGtndEogcft
EXffRntBWArEnt
sAxtT Trorrusntct
90..75.7,i80 (cf)
970.r7a659 *'CUH Erd tl6l€€
e$Idtegdiolc
coDrcAgfc ttE
e7on6g.2€6td. tr00(H)
970..16&2fi2 (t-4
ODbc! ltellqgs
be#lr. dctn.deblaarEc!'com
EE$
1, lt lh tdllV |Pnud t vatlfaltCr fofln tst dgilbct ftom cadr ot fh utflty ornpanief, rrd m romrurs r!! ,rEo Otrdym the 6d|r, thc Tarfln wf,l 9rra|'re t l|l tlsl lc rr p|ltlcng and tlc drlobprrint Gln pcarcd.
I lI t..,r!f!y oTF?l! hrf, cafi€rre whh.tfrc p*oposd cc|rcrren, tE uUlV FDrlscnbttv! shEtt nOE 6l|t Uy dt na |[ny
vetifietton ftmr tlloldtctt 'u a prcblem whlch |Eea b be Nroh,€d. T|r E,. $ouH $ren br dcbld in il rbdild lcc E dr;Tom Ef vbll. llolrstE', dee keeg in ntnd n€l ft lr dr nFDongq.Ily af thr !6llty cmFnrana Ue ap,tant to ttd* tdlrif,ed
roblnnr
3, Thr' rn|lrlcEmff dr not dlevE tfie €dtffir d hr tE Obln r htlic Wty Fsfilt flgn Urc DegErtmcrrt ol Rjb&,
Wotks ttteTixn dlh[.in aay puuc filrlof-*cy r essmrt $lrtfi
t|te Tonn of \Ail.
Th€ D6rd0pet b ?cquir.d !n6 !9rr€ ra c/bfit !ry |t'/tec dnrrftqs t rlrc udllu€s lof |Faprud r, r+trifiedm r'gle
$ibmiSEd.DlaI|S r|e altlted in arry h,ay aRer fte lldrofird ElgrEUJfr deE ($bas odraftyifa lD..ncalty nobd wfihin tttc Emne irrcs Gf tfE form).
De,vdcpt.,DSg|EDl|e
F:\edrv\fr ORXSpe'nft da|| /vrrE\DREV|b-new_coflUrJc4f 0. U.a00Ad9(
hte
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hau.g-,' :oo &nartl+-
Dec 2a '46 7?it7 PRG€. 93
Dac-Z0-2005-13:21 FrorERlfSD 9701r61089 T-763 P.002/003 F-626
ArdsEslr9hsaqlg g@Es
Hof,vrxossEtemlcstu9{Ir.*6(d)
!D0.S{5.,t0&(h0ortbit Elftodtl
irtrqRFtdFkFrc-can
ffa.BEn6r
ero:5a488 (h0
CgllbclE
mEryr9?&252.4@4
feUE ine Bogett
EiGI.ERWFBITAIERA$ilrilIlot'DtsrRlsr
e7u,f/6,7480 (d)
Et,4?6,/m89 (far)
&nFct F ed Hadee
flEdeeoeili$l.qtd
coftctsrqELE
rru,{6&26dr*.llm (E{)
9offi?6r?6al.,
Con|EcH Bnd D$cas@
lgtrSi
3. Thee'€ltlcldons 6 lEt dl6,t the cooffir d ttE
ft/ortr il fteTown of ,Wl,
$eTo$m dvt[.
Dc!e
alltn"- vtA ct- ,u{)4
.il-r..nrttnura-No'U" /a - &o-O?
fffi ,r,lliry +prsid A wrilltadon fcfi has +n UJEs fron ench o[ the uEllv cDmPEbla+ and'no coilnet*s EtB onde dlrcdy
ql ttg f€11rtiip'fun iilt prcggne that theE an-m poUen|s aC UE th,doptlst ran pffi4
2 f a utilq corFry lri!, @fEr€ wlh ttE truPd qsuctbn, $s uurv t€Fr€strldt,s -+lPF qt!'cry-9Tggg
wr{lqon form ttr* drelc.b o Flbhn wllch n€b F be E€olt €d, Tl€ bs,c $ould dlgl tc dcts[cit_ul-x_lg9r!c__.g?-H:
Tod?Gi; Ho{"q,.r, C@r hcP In mhtt thd lt b tfE'tt*qrdblxly of rhe UE|[}' cprnpany'iltd Ere apP[@rEE Ecotre |qenE|Fd
g|!tlllrE'
'lhe Dar'dor@ te |lqdtld ilrd a€r€€s D aibnE any crdsed qt t lttEs P .ilq "$d.3 g E-*PE9FJ I' rc+rfr'doi tr tie
d,bmla3d tlrt8 cte iereC m & r.raf aner rtre ari&ortert srgrrdre dab (unlass oharrbe ryeCnaly nolrd uilth{te cdnmsll
rleof rhlsfom).
11a
ihrhl ufiurY ePPRovAL&vEFlFtcArroNt\sl/d
ffimK*tteflyffiuEFDposdlrnpewrrsrbwllltrrhlFccrysHner.groq$ 'rfir*nxr+ild'tsb -;rdiifi;dftufri ilrd-ilJi[r-fi-n""'.iiiitro- qF $rortr-bc iniil tn conirraLr-wrr eqtitE tott Sry d"l#
;d1i'Jldldn6"r5. rsi6prin,irEr4regiimngipn, liborpl&.,udelenliofr,stalJbsrbntedqhefrfor{instlttrts
fs4tro\rENfllvE@tl,
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9n56t.s72,(d)
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Frlcev\FoRtrflPftds\Phf n9\o n8vrttncvrjsrfi rddLto' lFzl06Joc Pl.g.tE tri rv25/2005
'5
DOUGLAS MII.lfR DECFI,ANT ARCHIIECTS
SHEPHERD RESOURCES INC / AIA
POST OFFICE BOX 1674
AVO N COLORADO 8I620
r970 949 3341 F970 949 5t2l
W W W. S R IA R C H IT E C T, C O I'1December 2l, 2006
Town of Vail, Design Review Board
75 South Frontage Road
Vail, Co 81657
RE: ARRIGONIRESIDENCE
I722 GENEVA DRIVE
PROJECT # 0s27
CONCEPTUAL DRB SUBMITTAL
Dear Board,
The Arrigoni Residence is a proposed new single family residence with a lock-off studio to be buih on a site
with an existing home that will be demolished. Listed below is a summary of various zoning items that we have
researched:
I The project is classified (17-6D-2: Permitted Uses) as Two-Family Primary,6econdary Residential.
2 The lot area is .228 acres or 9,932 square feet. Refer to the Topographic Survey included within this
package.
3 The front setback is 20'-0' and the sides and back are l5'-0' ( l2-6D-6: Setbactcs).
4 SiteCoverageisstatedas20%ofthetotal sitearea(12-6D-9: SiteCoverage)9,932s.f.x.20=
1,986 s.f. maximum site coverage; our proposed site coverage is approximately 1,986 s.f.
5 The maximum allowable height is stated as 33' for a sloped roof ( | 2-6D-7: Height); our proposed
maximum height is approximately 32'-10 t/2".
5 ThemaximumGRFAis43Voof stteareaupto 10,000s.f. Thelotis9,932s.l.;9,932x.43=4,770
is the total allowable GRFA for the lot; not including basement reductions. The proposed residence
GRFA is 3,5 l5 s.f. with a 529 s.f. garage (this number does include the basement reduction), see
attached area calculations.
7 The required parking is 2.5 spaces for the main residence and | .5 spaces for the lock-off studio. We
are proposing two garage spaces and D€(exterior spaces located on the north side of the driveway
( l2- l0- l0: Parking Requiremens Sc'heduff ONr€
8 The required area of landscaping is at least 600lo of the lot area. The landscaped area proposed is
63.3o/o.
IT
tl
il
',
IIAREASUMMARY
Lower Level
Mdn Level
Total
Garage
1,203 square feet
|,6r8
4,1 15 squarefeet
529 s.f.
Uoper Level 1.295
Associate, Sheoherd Resources. Inc.
tl
ll
FROI'1 : Davicl Beadle - Landscape Rrch FRX NO. :Feb. 87 2AA5 I!i34Al1 P4
r \ !E Lumidre Design & Manufacturing, Inc.
\.\- 31360 Via Colinas #101, Westlake Viliage' cA 91362
L--' TELEpHoNE (B1B) 991.2211 o FAX (s18) 991-7005
rYPE l-----l
Vcrsatile low vollage archileclural and
larldscapo ligh ng fixture on a 14 112"
post. Engineered to accept the MRl6
halo0An lighr source - 50 watl
maxinrum (By othcrs). MultFversatilo
path lighl, acccnt. llood or general a/ea
illuminalor.
Mr-rhi usc light source delivering a
comlortabte 3000 . 3400 Ketuin color
lemperature. Varied lamp availability
allows. slrct, medium, and llood
lighting (20 ro 50 watls). FH203
accessory hood rltows maximum
lunren oulput while minimiring vi€ual
glare. (t.rrr:)i6re #FH203 & FH?04 n0l
included).
Clean Prole$sronaldesign. Fixlure
virlually disappears into th€ landscaPe
cluring daylighr hours. Fecessed light
50urCe r€d'lces visual glare without
irnpairing funcdon ot the latnp. Formed
arl(yor machined tor crucial fit and
lunction ot all componenls.
Dimensionsi H 14.5" X L - 4.5O'XW
.2.?50',
Desigrr (or use as a pathway light,
acccnt/flood li9ht, end/or general area
illurnirrator. Fixture is camplelely
adiustable in any directio from all
nlountinO positions-
All parls erE firsl chromals conversion
coaled and then bak€d wilh a
lhermoplagtic polyester powder tor mar
regisiancdr and specilic wealherabilily
,n nornlally injufious environmenls.
Colors - Architeclutat Bronze, Black,
arrd Verde are standard. Other colors
ar6 €vailable - consull lactory. lt
The srem is equipped wilh a 1/2" NPS
male lhre;ded slem lo acccpt all
slandard J Boxes, ground boxes'
conduit fittings, and '1l2" l€male spikos-
(Lr..r miere spik6s not inojudgd).
Submittsl Approvcd bY: Name:--
no.-tT,;
j. | - .. -i;. -
Lumidre Design & Manufacturing, Inc. reserves the righl10 make design changes without notce,lorpfoduct improvement'
+ g C, 7oo3
FROI'1 : David Beadle - Landscape f,rch FRX NO. :
Lumidre Design & Manufacturing, Inc.
31360 Via Colinas #1 01 , Westlake Village,
TELEPHONE (818) s91-2211 U FAX (818)N
Feb. O7 26A5 11:35Rf4 P5
TYPE
cA 91362
991-7005
i,;llil,lGii$#U*,roj
g€eal, body. aftd hydtauliq
compressiorl rnountulg p0s1 aIe
rnachinod. formed, and/or casl
6061-T6 magnesiurn silicone alloy
aluminum. Lens i9 c/afled ftom
tempersd glass and secured in
place with silioone adhesive.
Unique mountlng swivel uses
hydtaulic type compres$ion design
for rigidiiy and R water tght
connection. 'O" Fing seal€d at
bezel and body turther ensules
lixture durabilitv.
'12 voh system utili?ing MH16 Bi-
Pin halogen lighl source (50 Watt
marirnutn). Ceramic sockel with
250 degree C leilon coated lead
wires wilh suoDlled wire nuts and
dieleclric iape tor a wale. lighl
conneclion. 12 voh remote-
t.anstormer required. (LamP a^d
translormer not included).
Various lamp wattages and b€am
gatlerns allow lor spot, mediurn,
and llood liqlrting. Mounting swivEl
with 1/2" NPT thread allows
universal aiming and fasteninq.
Entire ltonl hezel assemuy simply
unscrews - insen new lamp (by
ofiers) - replace bezet assembly,
_ NO ScREwS OR BOLrS rO
LOSE. Note: always disconnect
powe/ duting maintenanoe,
Ground Soikes: GSol. GS03,
GS04, GS05, GS06, and GS08
Ovgrall splead lens - OSL, Linear
Soead lens - LSL, Diffused lens '
OlF, Hex cell touvor - LVR, and
vatious color titters.
MF16 - 50 Wan max (BY others)
MEDIUM BEAM SPFIEAD
ffo'
Subminal Approvgd bY:Company:
LUmidre DeSign & ManUlaCtUfing, InC. reserves the rightto make d€sign changeswithoul notice' forproduct improvement'
7003
,P.(
TEKA illumination manut'acturers of high quality outdoor lighting fixtures Page l of I
.l
-!
2t7 /2005
TEKA rLLUMrNArroN
T2r
TEKA rLLUMrNArroN
Exterior wall mounted downlieht luminaire for
PAR 30 lamps
BEACON WALL
Includes Models:
BWM-2r46. BWM-21r
T;;;l kAA,.b;FilI c-o:.,5.2rn | | Reader /-:l |sN*',"#'l-
*Photometric info requires a program capable of reading IES file format.
TEKA rLLUMrNArroN
86 GlBsoN RoAD #3
TeupLE-roN CAUFoRN lA 93465
pn (aO$ 434-3511 FAx (8O5) 43+3512
II TO@TEXN.ILLU M INATION.COM
.ll
I
http : /i www. te k a- i I I r"r m i n ati o n. co m/entry. htm I
**'r**t**** *+'l"lr'1.**'l' * *********'t,*******'*****'* *'*****lr'1.*{'*'}*+{.+*t!i*****{.{.{.***+{.{.{.****************
TOWNOFVAIL, COLORADO Statement
*** * *+tl* * *{.'1.**,t** *$**'}**,S,},},}*,}***************** *********'t'l't{. *{.+ ** * l. * X.:l.lt {. * {. tl {.:f +,{.
'1. 't '1. 'i '1.
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Statement Number: R070000003 Amount: S650,00 07/02/200771 :45 Atrt
Payment Metshod: Check
RESOI]RCES
fnit: JS
Notatsion: 12034/SHEPHERD
Permits No: DRB070003 1\4)e: DRB - New Construction
Parcel No: 2LO3-L23-L2O3-S
Site Address: 1722 GENEVA DR \IAIIT
L,ocation: 1722 GENE\IA DR.
Tota1 Fees:
This Payment:$5so. o0 Total AI-,L Pmts :
Balance :
*****f ***++****++ +**++++*f +f ++++++++++f ++f f +* * ***,;,i*** **ri:i:i*+****:t********************'1.+'1.{.:}:1.
s5s0.00
$550.00
90.00
Currents PmbB
650.00
ACCOLINT ITEM LIST:
Accoun! Code
DR 00100003112200
Descriotion
DESTGN RSVIEW FEES
Rulher - Arriooni Res Page 1
From: George ChalbergTo: George RutherDate: 0111112007 10:06:38 AM
SubJect: Arrigoni Res
George,
Here is a list of comments:
Provide a staging plan showing parking, material storage etc.
Shor spot elevation on driveway for slope.
Remove all snow slorage from Right of Way and shour 30% snow storage on property
Shor parking spots 9'x19'surface and 9118'endosed
Provide a public way permit and a Revocable Right of Way permit at building.
Concrete pan to remain. lf it is damaged it will need to be replaced.
Show limits of disturbance around all grading to be done
More comments possible with revisions
George
George Ruther - DRB07-0003 Anigoni residence Page 1
From: JR RulapaughTo: George RutherDate: 01/1612007 4:36:39 PMSubject: DRB07-0003 Arrigoni residence
Has been approved. Sprinkler and alarm required.
J,R.
DR601.W RTo6.ostB
zoNE cuEgK
-l t
oatc: l/l7fot
_
Lcgpl dcscriprion:Lot /l* Btock_ Filine
Addrxs
Osncr
A.rchitcrt
Zonc district
Lot siz-c
qb%
Total GRFA _ +_
Docs this rcqucst involvc a 250 Arjdition?
Phonc
Phonc
hoposcd usc
Allorvcd .E$stin e Proposcd Rcmaining
Sitc Covcragc
Hcight
Sctbacks
.,ltF
3/.a_"
. 20'
!5'
l5'
zo'.b't tE'
13.
J"aLt
4',
Encloscd
Proposcd Slopc ---.--%
L
Nq
No
b) Rocldall
c) Dcbris Florv
Pro,ious conditions ofapproval (chcck propcrg filc):
ls thc propcrfy non-conforming? Dcscribc:
=4sbii ./ *
PrinrarycRFA _ffi<+#)=Qltl _ *
SccondaryCRFA .+{+a+{e+5g=Jr&Zgi*./ *
ln,fi.* 675 a 425 crcdit phrs 250 addition
Horv much of tlc alloivcd 2 j0 Addition is use,J rvith this rcqucst? ilo
[,andscaping
RctainingWall Hciglts
Parking
Caragc Crcdit
Drivcrvay
Conrplics wirb TOV Liglring Ordinancc
Arc finishcd gradcs tcss than 2:l (50%)
Environm cntaL/llazards
(30x33)
Front
Sidcs
Rcar
Minimum 5ffifi_ -AMf
3't 6'
Rquircd 5
(300) (600) (900) (1200)
rcrrnittcd Stopc ./6 %
Ycs-E-
,5\n:-1, '*r',; :" ''i. .,'-.:{ i-
ts:
'i\i\ spxili/ i.sr;sr:rtrlit
l30t r
ProjccC _
Q SURVEY
Scalc
Bcnchrnark
t
-.-_ Lcgal dcsoiption
-:- LotSizc
Buildablc Area
Eascmcnts r .
Topography du
. S'' roo.,tiJ|apui"
F'-*l&
watcr coGdsituact
'4s_^ --.tnnronrncnal Hazards'i-lt 'c\
--:qi Trees
i:ItI
d\
-.r
lbotos ofsitc
Building matcrial samplcs
C.O. Vcrification
Utilitic (undcrgrouod)
View Conidors.
Varianccs
Ptatrestictions
'
tr srrEpLAN
Sctbacks
-
-.siqfo$Fsc
Eavcvovil[fs(4)
ltiF
fiec$rBatconics
'
ixoSi$srh ar..heilr{}. i-:t$t
so€a . PFP DEsrcN i:rel..
-i Lcgcnd
MISCELI.A,NEOUS
r. --:-- CondoApproval
Titlc rcport (A & B)
Utility.vcrifi cation form
$ ela,ry,i,ft{eu\:.
r pSpot clcvations
e
Scalc.
Buitding Hcigbt
Encroachmcnts
Cangc conncction
'al
Sitc Gradc\Sfpc
rAl
-++'rl+isrr+rrmolfi
Fcnccs
, Turning Radius
Drivcrvay (access and ggadc)
Snorv Storage
Firc Acccss
FOTI'Itr "
.Kf lt,srrEo SSf l
tr FLooRpLAl.rs CldFtpr>Lt I 'ar r. _ scalc\rtr,\
\8SE.i ' .,'.rltlt' Z50additionalGRFA
Crarvl\Affic Spacc
,.'l t\r7 . EHU
. N BULDINGELEVATIONS
.)OlPf sE scare
Roofpitch
tr I.AI.IDsCAPEPLA}I
tfaP,A
-
Existingtces
-
hoposcd trccs
?ol,ri
Printable Details
Account Number:
Parcel Numbor:
Tax Ar€a:
uill l'ery:
O{vnsr NamerAddrcas:
l€gal Description:
Physlcal Addrsss:
Ac|rs:
R013480
210312312035
scl03
49.5250
GENEVA LLC
PO BOX 3125
vAtL, co 81658
SUB:iiI,ATTERHORN VILLAGE FIL 1 LOT:I1
DESC: PT OF
001722 MATTERHORN CIR VAIL AREA
0.25
Page 1 of3
Prop€rty Tax Valudlon Intorfiauon
Ac{ual Value Ase€ssod Value Value
Land 200000 15920
lmprovements 1553m 12360
Total 355300 28280
Sale Hlstory
R6rrption Number: 930555
Book: n/a
Page: n/a
Sale Dab: 912012005
Sale Price: 750000.00
Deed Type: WARRANTY DEED
Grantor WILLIAMS. JAMES R.
Remarks: n/a
Reception Numb€r: n/a
Book 0280
Page: 0796
Sale Date: 111111979
Sale Price: 95000.00
Deed Type: WARRANW DEEO
Grantor n/a
Remarks: n/a
Reception Number: n/a
Book: 0222
Page: 0528
Sal6 Date: 1111111971
Sale Price: 35000.00
Deed Type: WARRANW DEED
Grantor n/a
Remarks: n/a
Reception Numb€r: n/a
Book: 0221
Page: 0023
Sale Date: 6ngn971
Sale Price: 7000.00
Deed Type: WARRANTY DEED
Grantor nfa
Remarks: n/a
lmprovement Info]mation
http : //fcs. eagl ecounty. us/pati e/printable_details. cfm 12/2U2006
Printable Details
)
Residential Buildings: 1
Commercial BuiHings: 0
Heated Areas
MAIN FLOOR AREA 1152.000
Total 1152
All Areas
tvtAtN FLooRAREA 1152.000
FIN OPEN PORCH 72.NO
BALCONY 96.000
Building Characterlstlca (Flrst lmprovment In Account)
ABSTRACT-CODE SINGLE FAM.RES.IMPROVEMTS
ACT-YEAR-BLT 1971
AIRCOND NONE
ARCH_STYLE 1 1/2 STY
BASEMENTFINISH NOBASEMENT
BATHS 1.OO
BEDROOMS 3.OO
BUILDING-TYPE SFR
CONST-QUAL POOR
EXTE RIOR-WALL WD SID AVG
FIXTURES 8
FLOOR CARPET INV
FMME TA'OOD FRAME
GARAGE NOC'ARAGE
HEATING-FUEL GAS
HEATING-WPE FORCEDAIR
INTERIOR-WALL WALLBO/W[)
NEIGHBORHOOD MATTERHORN VILLAGE FILE 1
ROOF-COVER CEDARSHAK
ROOF-STRUCTURE C'ABLE/HIP
ROOMS 5
SMPEo l.l/A
STORIES STORIES 1,5
SUPER-NBHD WEST VAIL / INTERMOUNTAIN
UNITS 1
USE-CODE RESIDENTIAL
WALL-FIN N/A
Page 2 of3
Tax Hlstory
Tar Year Transactlon Type Amount
2005 TaxAmount 1310.52
2005 Tax Payment First Half -655.26
2005 Tax Payment: Second Half -655.26
2004 TaxAmount 1248.32
?O0/ Tax Payment: Fkst Half {24.16
2004 Tax Payment: Second Half €24.16
2003 TaxAmount 1218.16
2003 Tax Payment: First Half €09.08
2003 Tax Payrnent: Second Half €09.08
2OO2 TaxArnount 1214.20
2002 Tax Payment: First Ha[ -507.10
http :i/fcs. eaglecounty.us/patie/printable_details.cfm 12/2t/2006
TOWN OF VAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970479-2138
FAX 970-479-2452
June 22. l99ll
James Williams
1722 Gcncva Drive
Vail. CO ltl657
Re: Addlcss Changc
Gcneva Drivc
Dcar Mr. Williams:
Thc Town of Vail has changed thc addrcsscs fol somc of thc homcs on Gcneva Drivc due to
rcoccuning problcms in idcntiffing houses.
This was done to solve these problcms and to assist cmelgency pcrsonncl in finding your homcs
quickly in thc cvcnt of an emcrgcncy.
Please change the address on your house as soon as possible. The ernetgcncy dispatch, utility
companics and the post officc havc alrcady bccn notified.
Ifyou havc any questions. plcasc call nlc at (970) 479-2454.
Vcry truly youls.
U'rgub"'n"t
Christic Barton
Planncr II
{g *""r"uo r r"*
l5
t80
44
t80
BOB
'99
22
40
IBBO
Plcvious Addrcss
W tA l7l7A Gencva Drivc Easr and Wcsr
lo
795
I
t785
is
a9
Ncrv Addrcss
l7l 7E Cencva Dlivc - Mchler
l7l7W Gencva Drivc - Hitt
l7l9 Gcncva Drivc, units l,2,3 - Phelps
I 72 I Ccneva Drivc - Pcna
1722 Gcncva Dlivc - Williams (has been using this
numbcr)
1724 Gencva Drivc - cmpty lor
23,
238'5?
2
26
l6l3
l
urq
br ttA'
3
t707??j 4
1709 t706
l70B
6
1713
?o-"".787,
l7t
9A rzrzl
5*1*-
I
17z1 l5
1634
bf sb l7l78 Gcncva Drivc. units t,2.3
| 7l 9 Gcncva Dlivc
1720 Gcncva Drivc
1722 Gcncva Drivcurp
75 soulh fronlage road
vail, colorado 81657
(303) 476-7000
June 4, 1986
Sincerely,
Env i ronmental Heal thlZoning 0ffi cer
SS:jlt
ofllce of communlty developmenl
James R. llli I I iams
1722 Geneva Drive
Vai 1 , Col orado 81657
RE: Lot 11A, l4atterhorn Village
Dear Mr. l^lil I iams,
This is only.one of several letters which have been sent by this officeover the period of a year and a half regarding the storage-of an orange
cherokee and several piles of construction maieriars on iour property]I have received assurances fromyou in the past that the-cherbkeb woirtabe operable and npvable by spring of last year, 19g5. However, to datethere has been nothing done with either the construction materials orthe vehicle. This continues to put you in violation of section 9.24.040of the Town of Vajl Municipal Code KLeping Junk.
At this date I must ask you to correct the matter no later than June20' 1986. If no action is taken I have no alternative but to issue youa cjtation for violation of this section. If you have quest'ions pleise
do not hesitate to contact me as soon as possi-bl e at 476-7000 ext. 105.
luwn u llflI
75 south frontage road
vall, colorado 81657
(303) 476-7000 offlce ol communlty development
0ctober r1, 11985' :
James R. Williams
1722 Geneva DriveVail, Co. 81657
Re: Lot 11A, Matterhorn Vi 1l age
Dear I'lr. Wi I I iams:
I am writing to you regarding a complaint which has been received by my office.It concerns the storage of an orange/rust colored Cherokee in your driveway
and several piles of construction materials. A revieu, of my files showed
that I contacted you in December of last year regarding this same matter. You
assured me that the vehicle would be roved in the spring and it now appearsthat no action has been taken. The storage of both the immobile vehicle and
the construction material on your property puts you in violation of Sectjon
8.24.040 of the Town of Vail l4unicipal Code which is entitled Keeping Junk.
As this is the second t'ime I have contacted you regarding this rntter, if itis not addressed and some type of action is not taken by 0ctober 30, 1985,
a summons will be issued in this matter. If this presents a problem, please
contact me pnior to this:date at 476-7000, extension 105. I would appreciate
your cooperation jn this matter.
Si ncerely,'
4toa'b9/oa.?/24-l
Susan Scanl an
Envi ronmental lJealth Officer
o
0t{il B l|0l
75 soulh trontaEe road
yail. colorado 81657
(303) 476-7000
August 28, 1984
James R. l.li'l 1 i ams
1722 Geneva DriveVail, Colorado 81657
CERTIFIED MAIL
cars and other items
your cooperation.
ofllce ol communlty development
Re: Lot 11A,. Matterhorn Vil'lage
Dear Mr. l^Ji I 'l i ams,
You have had two cars, a washing machine, and various other junk onyour lot in Matterhorn. Sectioi 8.24.040 xeepins Junt-ilit"s,
The.storing or keep'ing pI gny person within the Town of any oldarticles or materials.which may be crassified as junk, aJjacent
!9 9i,,i. close proxiqrjty to any pubtic Uuilains, puUiic-pirt orgrounds' bus'iness buildings or residences without' first irov.idingfully.enclosed buildings ior the storige of the same, shilr bedeemed a public nuisanie. It is speciilcitty provioea-tiat trash,garbage and refuse containers, bari^els and cini must be obscuredfrom view and not accessible io scavengi;s ;;i;ai;: ia i; further
:f:jfj:.]]y pryyidqd that ',junku as r6feired to in this chaptershail be.expressly deemed to inc] ude, without limitation, anymotor vehicle that is incapabre of operation under its own power.A Motor vehicle shail be pi'esumed iniipiute oi operaiion'.it ithas remained'in one location for a period in excbss of thirtydays.
P'lease make arrangements for the removal ofby September 28, 1984. Thank you very much
the
for
,r)rLo. 1
of Community Development
APP: bpr
.il
lrJ e,
C.onf(k'e ,r'"' -
lt6-
,////r/ tz ir/m ,//l
fv^n * L'1(
o r-g ,'
1n,,,0+7rf
o
lmnu
75 louth lronlage road
vell, colo?edo 81657
(303) 476-7000
'1984
ofllcc ol communlty dcvclopncnl
August 17,
James R. Williams
soi-ir3'i ' ));-- ?*1' . y'-
Vail, Colorado 8.|558
Dear Mr. l.{illiams:
You have had two cars, a washing machine, and various other junk on
your lot in Matterhorn. Sect'ion 8.24.040 Keeping Junk states:
The storing or keeping by any person within the Town of any
old articles or materials which may be classified as junk,
adjacent to or in close proximity to any public building,
public park or grounds, business buildings or residences
without first pncviding fully enclosed buildings for the
storage of the same, shall be deemed a pub'l ic nuisance.It is specifically provided that trash, garbage and refuse
containers, barrels and cans must be obscured from view
and not accessible to scavenging animals. It is further
specifically provided that "junk" as refemed to jn this
chapter shall be express'ly deemed to include, without limi-
tation, any motor vehjcle that is incapable of operation
under its owner power. A motor vehicle shall be presuned
incapable of operation if it has remained in one location
for a period in excess of thirty days.
Please make qrrangements for the remova'l of the cars and other items
your cooperation.
S i ncere
PATTEN,
Di rector
by
A. PET
Acti ng
APP: bpr
b\.1
lown
box lfll
vail, colorado 81657
€031 4765613
July 1, 1982
Jim t.{i 'l 'l i ams
1722 Geneva Dr.
Vajl, Colorado 81657
Si ncerel y,
Peter Jamar
Town P] anner
PJ:df
department of community dwelopment
RE: DRB Submittal of 6-30-82
Dear Jim:
At the June 30 meeting of the Design Revjew Board, your submittal
for a garage and greenhouse addition was approved 7-0 with the
following stipulation: driveway shou'ld be paved to the street.
Project Appllcation
Proiect Name:
Proiect Description:
Contact Person and Phone
owner, Address and phone: J n4 wyt-t aq > ^ 4 ?q - 37 z'u
/7rt7 /:',,,r,,,A- l, i
Architect. Address and Phone:
Legal Description: Lot lt Block riring HftTrfuJ'|nAJJ , zone
-
ylLL.+bt
Comments:
Design Review Board rlo^," bl ?lJ g z--
Motion by:fl'ktb+,rN
Seconded by:
DISAPPROVAL+
Summary:
O statt Approval
O3
zoNE clr[cK
for
P/S ZONE DISTRICTS
.l
Fil ingLegal Description:
sFR, .R,
tot l14 Block
R
utuu
Zone'District
Sides-Requircd .l5. proposed
Rear -RequireC '15, proposed
.. l{aterccurse-required proposed
Archi tect
Proposed use 6lt'lgE F4Dtt4 ,4futno4
Lot Artea ' tZS E{ 1 ' H"i'ight A1 'lorred 50' Proposed z 6- --a;
Setbacks: Front-Requr'i;?-Zol'-"pro-pised 1J
GRFA:
GRFA:
Corrntents.:
A'll or'red i Z'18 z-
Primrry
. Proposed
Propcsed
Proposed
Z39oo -)
.Prima11,
Al I or,red
Secondary Alioned Secondary
Site Coverage : Al I oived 2.56"1 Proposed , €2./
Landscap'ing:
Parll irrg :
Required
Requi red
Drive: Slope Permitted.
Environmenta'l/llazards:,Av.':'lanche
2^
SIope
Proposcd
Propl;: ed
Actual
Fl ood Pl a in _ r..lr4' Si ope [JrD
-,,.\
i:pp;'p1.,1,,'3 ! s; plrr'o.'l:ri
5,s
7e:r inl :
Ii t
.!qi1yi:it f_q1_a c_ort-clorniniul convct^sj91_i'c,r a ll unit l:uildjtri.l
.1,'ir_,- i_j_t_til_g_t-t_.
" Ap1,i L cdiri: DcniiiT s ir i ricir'--.-
i'i:L -4- 6/1t+/.J2
oii lot 42 Yqrl-Y.rillqgs
Corccran stcrted thal: tlre app'l icant had rcquested 'Lo table ih is itent. Donovan
moved and [d,lards sr:conricd to table as 'r]i.rr app'l icatil;'s rcqucst. Vote was 4-0
in favor.
At this point, Edwards lcit t.he meeting urrd Piper entered.
-io allow the constt'uction of a residenceRequest for trco side setback varjances-io allow the_-i
- , --;-_:--_--i- - .-.--- ii_.-.'orr [-ot I2, Vai] Village ldest Fil ing ]?, A.pp'l icartt.:Cottfrjed Anglejttter-ot lz. val l vr llaqe l,i,Jsillarre l,lest Fil inq #2.
Jim Sayre explained that thjs was a third presentation for rhis lot, and shcwed
the different presentations. He sajd ihe staff felt that this one was much itnproved
,and recomnended approval. The driveway had been changed to the front, and the
setback request lvas for 4.5 fect on the east and 5 feet on the west
Al .lohnson, the architcct, shovred plans and statecj that he vlas willing to satisfy
staff concerns regarding the design. He added thaL he had talked vtith Fischer,
property owner to the east, three times and offered to change the building, but
Fischer was opposed to the bujlding. He assured tire staff thai there vtould not
be any other varjance requests.
the selback variance requests asPiper moved and Donovan seconded to approve
per the staff memo dated 6/1/82. The vote uras 4-0 in favor.
5 Request for a front setback l,ariance to allow the construction cf
on Tot]];ffitteFFonivinffi-icarrt: .lar,e,s n
Peter Patten explained that the
of the lot, and that the staff
w'ith i n the setbacks wi th rn'i nor
and elevations and stated that
as that would chanqe the doors
encroachnient would be for 3 feet i efrfelt that a design solution could be ad pl jshed
a dd i'Li cn
iams
design changes. lililliants shov;ed his site
he did not want to push the garage farther
and would entail diqging further into the
pl ans
bacK
bank.
Duane felt that the addition could be accornplished vtith other solutions.
Trout agreed.
Trout moved and seconded to deny the request for a front setback variance
as per the staff rnemo dated June .l0, 1982. The vote was 4-0 to deny.
Patten offered the staff's help to Mr. Williams in redesigning his addjtjon.
lucst for a condjtional use permit to construct an addit'i on to thc east end
lstinq uusTarn-Tocated at the town slrops_ln a-ljiJD zone dlsTFiat.
-
6.Requcst for a condjtional use
eX] -s t-r Ir g- p u s__p_ql"!_-l_g__ca t eg_ 3l_t!s_lgu!_5!!
Appl icant: Town of Vaj I
Patten showed elevalions and floor p1 ans and
p1 anned originaily to add on as shown on the
Trout ntoved and Donovan seconded to approve
the staff merno dated 5/17/82. The vote rvas
explained that the building was
drawi ngs .
conditional use perntit as per
r^iith Corcorarr abstain ing.
the
3-0
,(.tt j/14/itz
7. Ile:.qlq1L!._lqf_lllpl!_yql . o_f_ !.9_._'ell9r..1l _r,-i"ryq1]_r1!_19f1_ q1,l, qc11i:r plan._for tlrr:
Artcri al liusirress Qi!!'".i!_!._ Appiicants: l'roperty oiriter's jri the proposr:cl
Aittil'c r. -
Corcoran stated that the appl'i cant requested to table lhis item until JLtne 28.
Trout nroved and Donovan sr.:conded to table as per appl icant's rcquest. Ihe
vote vras 4-0 in favor of tabling.
The meeting utas adjournec.l at 5:00 p.m.
-,;r\"c ';i ri j \.)1172? e.1.,r1i". J_. R. Williams, nesTee
!., , ,.. ,l.l;(l'rl, l;i. ,i .! rl,l l()ii: lir'J' 114 l;t.!i :fl li,r':r,
'J'h r-r frrl lr,i.'l11f ittl'<lrp:rl- i'tr i,;
lJo:r rd b <'l o r',.r a J. i na I lr|p lovl I
A. Ill, i l,lrl'ii; l.l.\'t'liRiAt,S
Roof
Sidi ng
01:hcr: l'ial I l'lateri.al s
Irasc ia
Soffits
Windovrs
llli.n dovr 1'rin
Doors
Door'l'r.im
Ilancl or Deck Rails
Flues
Flashi.ngs
Chinneys
Trash lncl osur.es
Grecnhous e s
0ther
t'r.:tltt i lt:tl fo-r' :;rrl,l rr t l.:r I by
crr tt lrc liiVCll;
-Ur-:ll 11,,t.,1 L11!
;rprtlit';'irt trr thc Dc:; i1:rr llr.vjr.'"
(lr-r I rl t:
Ownen
shaksg-. ]IaturaJ-*_--
B1ock,/S.Juc9 . -. __Wh!t_e_
Exsistin windows
Ceda::Bnown Stain
Cedan Bnown Stain
Ceda:r Bnown Stain
Metal Black
Foun Seasons Passive Solar
Common Name
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
TREES
SHRUBS
Botani ca'l Name
Aspen
Eveng:reen
Quanti ty
10
Si ze
15r_201
5r-61
,,r;ROttit0
c0v t R5
SQUI\l{t: i-il0l /\ilt.
s0D
SEED
TYPE OF
IRRIGATION
TYPE
SQUARE FOOTAGE
SQUARE FOOTAGE
TYPE OR METHOD
OF EROSION CONTROL
C. Other Landscape Features (reta'ining walls, fences, swimming pools, etc.) Please specify.
Retaining wa1I will be the same as the one that is there nor^7- _
Natunal nock wall and planter using the nocks from the sife.
--eek-.Eall and planter wil1'otb"o.,.o3,hig
PLANNING AND ENVIR()IIi,I[NTAL COMM]SSION
June '14. I 982
l2:45 prn Site inspection
' 1:15 pm Preljminary review of appl ications for exterior altcrations and
modificati-ons in Cornnrercial Corc'I and Il. Deternrined will be whether
each project has a nujor or minor irnpact and the appropriate reviert
Period for each Proiect,
CCI Entry and facade remodeling for llridge Strcet Real Estate and
Investment Company, Liquor Store Building.
Entry reorganized on the Covered Bridge Buildjng.
Enc'l ose north deck of Cyrano's.
Enclose sunken patio south of bar to enlarge bar of Hong Kong Cafe.
Enclose one-half of pool with air-supported structure for winter-time
enclcisure over Lodge at Vail sw'imming pool
Expand second f'loor office of Christy Sports.
Exterior seating for Le Petite Cafe at One Vail Place.
qCII Exterjor seating for Le Petite Cafe at L'ionshead Gondola Building.
Extend shop fronts toward Lions Pride Court and add awnings at Lions
Pride Building.
Change one enclosed parking garage to a ski repair shop on second story
garage of Village Center Shops
' .2:00 pm
'l . Request for a variance to construct a garage in a red hazard
avalanche zone on Lot 2'1, Vajl. l'leadows Filing #'1.
.App'l icant: Thomas LeRoy
2. Request for rezoning of Lot l, Vail Village 2nd Fjling from Residential
Primary/Secondary to Special Development Djstrict rvith an underlyingr' zone of High Densjty Multi-Farnily to a1low five dvte11ing units.
Applicant: Ron J. Byrne
3. Request for a condominium conversion for a 3 unit building on 1ot 42,
Vai I Vil lage l,/est Fil ing #1 . Appl icant: Dennis Shinron
4. Request for two side setback variances to allow the construction of
a residence on lot 12, Vai'l Village West Filing No. 2.' Applicant: Gottfired Angleitner
.5. Request for a front setback variance to al'l ow the construction of an
addition on jot'l'l; Matterhorn Village Filing No. l.
App'licant: James R. Williams.
6. Request for a conditional use pernrit to construct an addition to the
east end of the existing bus barn located at the Town shops,in a PUD zone district.
Applicant: Town of Vail
7, Request for approval of the general circulatiorr and access plan for. the Arterial Business District.
Applicants: Property owners jn the proposed Arterial l3usiness Distrjct
/
FROM:
TO:
DATE:
RE:
MEMORANDUM
Community Development Department
Planning and Environmental Commission
June I0, 'l 982
Request for front setback variances to construct an addition to
an'existing residence located on lot l'lA, Matterhorn Village'
Appl i cant : James R. l,{i I I iams
DESCRIPTION OF VARIANCE REQUESTED
The request js to al'low a three foot encroachment into the 20 foot front setback
to-add'i garage on the lowef level of the existing house. Also, the deck proposed
would encioach three feet more than the ten feet (or halfway jnto the-setback)
al'lowed in the same area. The applicant feels that the variance should be granted
because he needs the extra space'ior much-needed additional living areas and
storage space for his family of six.
CRITERIA AND FINDINGS
on review of Criteria and Findi Section 18.62.060 of 'the Municipal Code
rtment t t recommends e reques
va r1 a nce,upon the following fqqtltsi
Consideration of Factors
The relationshi of the uested variance to other existi tential uses
structures
The deqree to whi ch rel ief from the strict or 'l iteral i nter retation and en-
orcement of a 5 u lation ]s nece s sa to ac eve a
uni formi t reatment amonq sites in the vicln oat
ut qrant of special Pr €9€.
The only existing house in the directly surrounding area is the Clem residence
to the north of ihis house. They have written a letter expressing_their endorsement
of the proposa'|. Potential residences on the surrounding 'lots would not be
negatively affected.
The staff feels the granting of the variance vrould be a special privilege in
that it is obvious that theie are a'lternative designs for Mr. |.lilliam's addition
which would produce essential'ly the same spaces within his setbacks. The encroach-
ments are only three feet, and the reason the addition encroaches is due to
the fact that proposal extends the front facade of the house to the west on
a straight linb, white the configuration of the westerly'lot line is curved.
The applicant wishes a 25' deep garage which pushes the garage into the setback.
A 22 foot garage would allow the proposal to conform to front setback requirements.
Itf$ternorn -2- 6/10/82
The staff js not against Mr. l,{illiams'addition to the house: l,le feel it isa positive improvement for the site. Holever, we cannot recommend approvalof a variance when there has been no effort to design the addition with the
setbacks in mind.
The effect of the reggqsl_qg_ iqIEI!-q o!ht and air, distribution of ul ati on ,transportation and traffic facil itfes c fac ities and utpuDlic safety.
No effects on these factors are foreseen.
0ther factors:
Mr. l.lilliams has the additional GRFA for his proposal available:
Ex'i sti ng house = l8l 5 sq f t
Proposed addition = 65.|.5 sq ft
Total proposed = 2466.5 sq ft
Total al]owab]e = Z4BZ sq f t
The 'lot size is .228 acre in Primary/Secondary Zone District.
Such other faclgE and q!"iteria as the commission deems applicableprioposed variance.
FINDINGS
l.l-gUjlg gnd- Ewironmental Commission shal'l make the fglJowing f indings beforegranting a variance:
]hat tfe.granting of the variance will not constitute a grant of special privilegeinconsistent with the Ijmitations on other properties clissified iir the simedi stri ct .
That,the granting of the variance will not be detrimental to the pub'lic health,
:9fet{'-or welfare, or material]y injurious to properties or imprbvements inthe vicinity.
That the variance is warranted for the fo1 lowing reason:
The-strict or literal.interpretation and enforcement of the specified regulation
Yyjo-Ysu]t in.practical ditficulty or unneieiiiiv-pnvsiCit hiidsnip inioniiri.ntwltn tne objectives of this title.
RECOMMENDAT ION
]!]9 cgyrlity Development Department recommends denial of the variance becauseLfre oDJect'lves of the applicant can be accomplished on the site within therequired setbacks.
PO Box 3757
1718 Gcncva Drive
ItatterhornVall, CO 81658
Town of VaiI
Buildlng Planning Comnisslon
Vall, Co 81658
Reference: varlance request by James R. l{illiams, t'122 Geneva
Drlve, lriatterhorn, Va 11.
we are Mr. l\'illiams lmmediate neighbor to the north and would
be the nost affected by the improvement to hls property' 19e
are ln favor of the town of Vail grantlng the variance. It wtL1
up-grade the appearance of the neighborhood and vail should only
want that to occur. litr. wtlllarns and family are also'in need of
norellvingspaceandagaragevillenhancetlreirautoparklngsltuation. The residence ts situated on a dead-end street and
the varlance will not impede any trafflc or space needed for other
construction.
Reguest approval.
7;:::;:**&., ote--n/,%ePffi
Property Owners
1718 Geneva Drive
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ldcr-Dlontrtn F.nglrccdngur.
March 2, 1982
Jim Willians
Dear Mr. Williams:
As requested, we have done a topographical study of your property,
a portion of Iot 11, Matterhorn Village Filing No. 1, A Resirbdivision
of Matterhorn ViIIage. Atthough we have not performed a boundary
survey, in the course of our lrork several problems with the boundary
have surfaced, and we feel you should be made aware of them.
First, the overalL boundary of Lot 11 fails mathematical closure
by 3.4 feet. There also is a I.I foot discrepancy in the distance
rneasured in the field and the distance of record betvteen the two Propertypins found.
These botindary problems could lead to discrepancies in the location
of improvements on the lot.
You also should be aware that heavy snow cover on the Property at
the time of the survey limits the accuracy of the contours. However 'when the snow is gone, we will recheck the contours in the immediate
area of the proposed irnprovements, at no charge to you.
If you have any questions, or if we can be of any further assistance,
please contact us.
JMS:cjn
BOX l.lO. G100
A\ Ctl, CO 81620
949-972 DEN/ER 89&1531
1420 VAI.ICE SIREEI
l,Al€,lOOD @ 80215
Phone: 232{158
Sincerely,
Spane , P.E.
t'rI Application o".?bF /,/- /z-'
APPLICATION FORM FOR A VARIANCE
procedure is required for any project requesting a Variance-
application wilI not be accepted untit all information is submitted.
I. This
The
A.NAME OF
enimss
APPLICANT
NAIVIE OF
ADDRESS
APPLICAIiIT I S REPRESENTATIVE
C. AUTHORIZATION PROPERTY OI4INER
SIGNATURE
ADDRESS
D. I3CATIC}I CI PROPOSAI.,
ADDRESS
LEGAI DESCRTPTION Lot_1f__block- filing
H1NE q7(. 3 7ZL
B.
PHONE
PH0NE 7// -7'72 z-
w
E. FEE. $100.00 plus 18+ for each property owner to be notified.
F. A list of the names of owners of all property adjacent to the
subject ProPerty and their addresses.
\
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In ^',
1' 1 s/z '/t"
, apprication torr$a variance pase 2 t
II . Four (4) copies of the following inforrnation:
A. A statement of the precise nature of the variance requested,the regulation involved, and the practical difficulty or-rtttrr,.ressaryphysical hardship inconsistent wilb the objectives of this titlethat would result from strict or Literal iiterpretation and enforce-ment of the specified regulation.
B. . A site plan showing all existing and proposed. features on thesite, and on adjoining sites if necessaryl pertinent to the variancerequested' including site boundaries, reguiied setbacks, buirdingl-ocations and heights' topography and phfsical features and similardata.
c. such additional material as the zoning administrator may pre-scribe or the applicant may submit pertinent to the appJ_i..iiorr.
III. Time requirements
The Planning and Environmental Comrnission meets on the 2nd and4th Mondays of each month. An application with the t"""r".ry accom-panying material must be subrnitted four weeks. prior to the 'date
of tire meetirrg.
The Planning Environmental Commission
RE: Zoning, Chapter 18.13, Primary/SecondaryDistrict
18.13.060 Setbacks ... the minimum frontbe twenty feet r. ..
May 14 , 1,982
Res ident ial
setback shal1
Application for a Variance, II., A. (Page 2)
James R. Williams
L722 Geneva DriveVai1, Colorado 81657
This letter i-s a request for a setback varj-ance for theaddition that I would like to put on the front of my house.As near as I can tell, my addition will extend lnto therequired setback by three or four feet. I need the addedqpce because of my iarge famiiy, pr-esentm
family is in the living-room, it is wal1-to-wall people and if we have company thesmall space is very unqomfo_rtlrble. I have investigated addingection, however, the housewould not be as warm, as it would have to be in the shade andI would not be able to use the passive solar greenhouse thati-s included in my remodeling plans.
At present, we rent a storaqe unit in Frisco to storeour out-of-season equipmentffithing. This unit costs
$600.OO a year. This money would be better spent for food,clothing, education and much needed savings. My expansionpl?ns r{g}rld a1low lor on-site storaee thus eliminating -I-is
extra debt.
It is not possible for me
house for my family, sopresent home a better,
l arger
make my
The pavement is currently 36 feet from the front of thehouse. I have spoken to Bill Andrews of the Town of Vailregarding the necessity of moving the pavement if my proposalis excepted, and he said that there would be no need for anymovement. With a setback variance, I will still be able topark all of my vehicles from 10 to 15 feet off the pavement
which will not lnterfer with any snow removal.
Thank you for your consideration of my request.
to even consider buying a
I would like to be able to
-
more comrortaore anct more
Sincerely,
Willlams
AV -Trroutnn, Fp. S,t E*'/EXtUl,u4 DFwuTnzrtT S/r/ez
it .a,4fans Conporso Ey Ptt,rrzernt
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DSZa St
CIem, lfm. R. & FranziskaP. O. Box 3757Vail, Colorado 81658
Kuceyeski, Catherj-ne Ann
725 West WoodlandPalantine, Illinois 60067
Scher, Louis Leavard IV -Lagoven, S. A.
c/o HO[AG-M-171
Box 52OO1OJet Cargo International
Miami, Florida 33L52
Larese, Barbara Ann & Ernst - Lot 00013P. O. Box 325Vail, Colorado 81658
Matterhorn Associ-ates - Lot 84tg 4tl: Street, S.E.
Minneapolis, Minnesota 554t4
Lot 11-B
Lot 00015
Lot9&10
Sib1ey, Jerry 'T!r & Judith A. - Lot 16
L624 Lucerne Lane
Vail, Colorado 81657
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T
Policy of Title Insurance
Irsued by
Transamerica Title Insurance Company
SUBJECT TO THE SCHEDULE OF EXCLU$ONS FROM COVERAGE, THE EXCEPTIONS CON.
TAINED IN SCHEDUI,E B AND THE PROVISIONS OF THE CONDITIONS AND STIPULATIONS
HEREOF, TRANSAMERICA TITLE INSURANCE COMPAIIY, a California corporation, herein called
the Corrpany, ineures, ae of Date of Policy shown in Schedule A, againet loss or damage, not exceeding the
amount of ineurance stated in Schedule A, and coete, attorneye'feee and expenset which the Company may
become obligated to pay hereunder, eustained or incurred by the ineured by reason of:
l. Title to the estate or interest described in Schedule A being vested otherwise than as stated therein;
2. Any defect in or lien or encumbrance on such title;
Lack of a right of access to and from the land; or
Unmarketability of such title.
In Witness Vhereof, Traneamerica Title Insurance Company hae caueed thie policy to be signed and eealed
bv ite dulv authorized ofrcere ae of Date of Policv ehown in Schedule A.
Transamerica Title Insurance Company
Pregident
By
By
Secretary
SCHEDULE OF EXCLUSIONS FROM COVERAGE
The following matters are expressly excluded from the coverage of this policy:
l. Any law, ordinance or governmental regulation (including but not limited to building and zoning ordinances).re-
stricting or regulating or prohibiting th-e occupaicy, use or enjoyment of the land, or regulating the character,
dimensions or location of -any improvement now oi hereafter eiected on the land, or prohibiting a separation in
ownership or a reduction in the dimensions or area of the land, or the effect of any violation of any such law, ordi-
nance or ggvernmental regulation.
2. Rights of eminent domain or governmental rights of police power unless notice of the exercise of such rights appears
in the public records at Date of Policy.
3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assume4 or agreed_ to.by the
insured claimant; (b) not known to the Company and not showri by the public records but known to the insured
claimant either at Dhte of Policv or at the date such claimant acquiied an estate or interest insured by this policy
and not disclosed in writing byihe insured claimant to the Compiny prior to the date such insured claimant became
an insured hereunder; (c) iesulting in no loss or damage to the inaured claimant; (d) attaching- or created subse-
quent to Date of Policy; or (e) resulting in loss or damale which would not have been sustained if the insured claim-
ant had paid value for the estate or interest insured by this policy.
CONDITIONS AND
I. DEFINITION OF TERIIS
The following terms when used in this policy mean:
(a) "insured": the insured named in Schedule A, and,
subject to any rights or defenses the Company may have
against the namcd insured, those who succeed to the interestof such insured by operation of law as distinguished from
purchase including, but not limited to, heirs, distributees,
devisees, survivors, personal representatives, next of kin, or
corporate or fiduciary successors.
(b) "insured claimant": an insured claimine loss or dam-
age hereunder.
(c) "knowledge": actual knowledge, not constructive
knowledge or notice $'hich may be imputed to an insured by
reason of any public records.
(d) "land": the land described, specifically or by referencein Schedule A, and improvements affixed thereto which by law
constitute real property: provided, however, the term "land"
does not include any property beyond the lines of the areaspecificaliy describetl or ieferred io in Schedule A, nor anyright, title, interest, estate or easement in abutting streets,
roads. avenues, alleys, lanes, ways or waterways, bui nothing
herein shall modify or limit the extent to which a right o'i
access to and from the land is insured by this policy.
(e) "mortgage": mortgage, deed of trust, trust deed, orother security instrument.
(f) "public records": those records which by law impart
constructive notic€ of matters relating to said land.
2. CONTII{UATION OF INSURANCE AFTER, CONVEYANCE OF
TITI.E
The coverage ot this policy shall continue in force as of
Date of Policy in favor of an insured so long as such insuredretains an estate or interest in the land, or holds an indebted-
ness secured by a purchase money mortgage given by a pur-
chaser from such insured, or so -long as iuc"h insurid dtratlhav€ iiability by reason of covenants of warranty made by
such insured in anv transfer or convevance of such estate orinterest; provided, 'however, this polic-y shall not continue rnforce in tavor of any purchaser from'such insured of either
said estate or interest or the indebtedness secured by a pur-
chase money mortgage given to such insured.
3. DEFENSE AND PROSECUTION OF ACTIONS - NOTICE OFCIAI TO BE GIVEN BY AN INSURED CI,AIMANT
(a) The Company, at its own cost and without unduedelay, shall provide for the defense of an insured in all litiga-tion consisting of actions or proceedings commenced against
such insured, or a defense interposed against an insured in anaction to enforce a contract for a sale of the estate or interest
in said land. to the extent that such litisation is founded uoonan alleged defect, Iien, encumbrance, oi other matter insdred
against by this policy.
STIPULATIONS
(b) The insured shall notifv the Company promptly in
writi;A (i) in case any action oi proceeding is begun or de-
fense i! iriteroosed as set forth in (a) above, (ii) in case knowl-
edge shall cohe to an insured hereunder of any claim of title
orlnterest which is adverse to the title to the estate or interest,
as insured, and which might cause loss or damage for which
the Company mav be liabJe by virtue of this poucy, or (iii) if
title to the estate or interest, as insured, is reiected as un-
marketable. If such prompt notice shall not be given to the
Company, then as to such insured all liability of the Company
shall cease and terminate in regard to the matter or matters
for which such prompt notice is required; provided,- however,
that failure to ndtify shall in no case prejudice the rights of any
such insured unde; this policy unless the Company shall be
preiudiced by such failuie and then only to the extent of
such prejudice.
(c) The Company shall have the right at its own cost to
institute and without undue delay prosecute any action or
proceeding or to do anv other act which in its opinion may be
necessarv"or desirable to establish the title to the estate or
interest as insured, and the Company may take any apprro-
Driate action under the terms of this policy, whether or not
it shall be liable ther€under, and shall not thereby concede
Iiability or waive any provision of this policy.
(d) Whenever the Company shall have brought any action
or interposed a defense as required or permitted by the pro-
visions of this policy. the Company may,pursue any such
litisation to final determination by a court of competent juris-
diction and expresslv reserves the right, in its sole discretion,
to appeal froni anv adverse judgment or order.
(e) In aU cases where this policy perm-its or r-equires the
Comiany to prosecute or provide for the defense of any action
or procieding, the insuied hereunder shall secure to the
Conipanv the right to so prosecute or provide defense in such
action or procefoing, and all appeals therein, and permit the
ComDanv to use, at its option, the name of such insured for
such' pdrpose. Whenever- requested by the Company. such
insured shall give the Company all reasonable aid in any such
action or proceeding, in effecting settlement, securing evidence,
obtaining witnesses, or prosecuting or defending such action
or proceeding, and the Company shall reimburse such insured
for any expense so incurred.
4. NOTTCE OF 10SS - I|M|IATION OF ACTION
In addition to the notices required under paragraph 3(b)
of these Conditions and Stipulations, a statement in writing
of any loss or damage for which it is claimed the Company
is liable under this policy shall be furnished to the Company
within 90 days after such loss or damage shall have been de-
termined and no right of action shall accrue to an insured
claimant until 30 days after such statement shall have been
furnished. Failure to furnish such statement of loss or damage
shall terminate any liability of the Company under this policy
as to such loss or damage.
Continued on Front of Back Cover
Continued from Back of Front Cover
5. OPTIONS TO PAY OR OTHERWISE SETTTE CIAI'IAs
The Company shall have the option to pay or otherwise
settle for or in the name of an insured claimant anv claim in-
sured against or to terminate all liability and obligations ofthe Company hereunder by paying or tendering payment of
the amount of insurance under this policy together with any
costs, attorneys' fees and expenses incurred up to the timeof such payment or tender of payment, by the insured claim-
ant and authorized by the Company.
6. DETERMINATION AND PAYMENT OF IOSS
(a) The liabilitv of the Company under this policy shall
in no case exceed the least of:
(i) the actual loss of the insured claimant: or
(ii) the amount of insurance in Schedule A.
(b) The Company will pay, in addition to any loss insured
against by this policy, all costs imposed upon an insured in liti-gation carried on by the Company for such insured, and all
costs, attorneys'fees and expenses in litigation carried on by
such insured with the written authorization of the Company.
(c) When liability has been definitely fixed in accordance
with the conditions of this policy, the loss or damage shall be
payable within 30 days thereafter.
7. TIMITATION OF tIABll[Y
No claim shall arise or be maintained under this policy
(a) if the Company, after having received notice of an allegeddefect, lien or encurnbrance insured against hereunder, by
Iitigation or otherwise, removes such defect, lien or encum-
brance or establishes the title. as insured. within a reasonable
time after receipt of such notice; (b) in the event of litigation
until there has been a final determination by a court of com-petent jurisdiction, and disposition of all appeals therefrom,
adverse to the title. as insured, as provided in paragraph 3
hereof; or (c) for liability voluntarily assumed by an insured
in settling any claim or suit without prior written consent of
the Company.
8. REDUCTION OF IIAIII]TY
All payments under this policy, except payments made for
costs, attorneys' fees and expenses, shall reduce the amount
of the insurance pro tanto. No payment shall be made without
producing this policy for endorsement of such payment unlessthe policv be lost or destroyed, in which case proof of such
loss or destruction shall be furnished to the satisfaction of
the Company.
9. TIABIIITY NONCUMUIATIVE
It is expressly understood that the arnount of insurance
under this policy shall be reduced by any amount the Com-pany may pay under policy insuring either (a) a mortgage
shown or referred to in Schedule B hereof which is a lien on
the estate or interest covered by this policy, or (b) a mortgage
hereafter executed by an insured which is a charge or lien on
the estate or interest described or referred to in Schedule A,
and the amount so paid shall be deemed a payment under this
policy. The Company shall have the option to apply to the pav-
ment of any such mortgages any amount that otherwise would
be payable hereunder to the insured owner of the estate or
interest covered by this policy and the amount so paid shall
be deemed a payment under this policy to said insured owner.
IO, APPORTIONMENT
If the land described in Schedule A consists of two or more
Darcels which are not used as a single site, and a loss is estab-
iished affecting one or more of said parcels but not all, t}le
loss shall be ibmputed and settled on a pro rata basis as if
the amount of insurance under this policy was divided pro
rata as to the value on Date of Policy of each separate parcel
to the whole, exclusive of any improvements made subsequent
to Date of Policy, unless a liability or value has otherwise
been aqreed upon as to each such parcel by the Company and
the insured al the time of the issuance of this policy and
shown by an express statement herein or by an endorsement
attached hereto.
II. SUBROGATION UPON PAYMENI OR SETTTEMENT
Whenever the Company shall have settled a claim under
this policy, all right of subrogation shall vest in the Company
unaffected by any act of the insured claimant. The Companv
shall be subrogated to and be entitled to all rights and reme-
dies which such insured claimant would have had against any
person or property in respect to such claim had this policy not
been issued, and if requested by the Company, such insured
claimant shall transfer to the Company all rights and remedies
against any person or property necessary in order to perfect
such right of subrogation and shall permit the Company to
use the name of such insured claimant in any transaction or
litigation involving such rights or remedies. If the payment
does not cover the loss of such insured claimant, the Company
shall be subrogated to such rights and remedies in the pro-
oortion which said Davment bears to the amount of said loss.if loss should result irom any act of such insured claimant,
such act shall not void this policy, but the Company, in that
event, shall be required to pay only that part of any losses
insured against heieunder which shall exceed the amount, if
anv, lost to the Company by reason of the impairment of the
right of subrogation.
r2. UABIuTY umlTED rO THIS POl.lCY
This instrument together with all endorsements and other
instruments, if any, attached hereto by the Company is the
entire policy and contract between the insured and the
Company.
Anv claim of loss or damage, whether or not based on
negligence. and which arises out of the status of the title to
the estate or interest cover€d hereby or any action asserting
such claim, shall be restricted to the provisions and conditions
and stipulations of this policy.
No amendment of or endorsement to this policy can be
made exceDt bv writins endorsed hereon or attached hereto
signed by tiittrei ttre Prelident, a Vice President, the s€cretary,
an Assistant Secretary, or validating officer or authorized
signatory of the Company.
I3. NOTICES, WHERE SENT
All notices required to be given the Company and any
statement in writing required to be furnished the Company
shall be addressed to Transamerica Title Insurance Company,
P. O. Box 605, Denver, Colorado 80201.
ooIE^o=Fj;E_EEd;ig ;s s e -3 !
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SCHEDULE A
.n-o,-totf.*t o"rf 95,OOO.O0 PolicyNo.4lOl44l
Dateof Policy January L5, L97g Sheer t of 3
8:31 A.l{.
l. Name of Ineured:
.TAMES R. WILTIAMS
2. The ertate or interest in the land deecribed herein and which is covered. by this policy ia:
IN FEE SIITIPLE
3. lbe eetate or intereet refened to herein ig at Date of Policy vested in:
i'A!,TES R. WILI,IAUS
t
FORM NO. C-6000-2
FOR U6E $/tTH COLORAOO REGrOlt.ArllIiRrCAN LANO ttTLE ASSOCTATION LOAN POLr.* l97O (AMENDED lO-17.7O'
rio' u6E wlrn coLoRADo FEcrUtcaN LAN' rrrLE AssoctATroN owNER's fo"" B-tg7o (AMEN'E' to-t7-7ol
SCHEDULE A-Continued
The land referred to in this policy ie Eituated in the State of Colorado, County of
Eagle ' and is described as follows:
I,oT 1I ,
I.TATTERHORN VILLAGE, FTLTNG NO. I,according to the recorded plat thereof
EXCEPT that part of said Lot described as follows:
Beginning at the most Northerly corner of said Lot lt; thence westerly,along the Northerry line of said Lot 1r, a distance of 15d,46 feet tothe most westerly corner thereof; thence along the westerly line ofsaod lot' and the arc of a curve to the left, a distance of 101.06 feetto the intersection of said line with a cu1-de-sac; thence Easterly,along a line at right angles to the Easterly line of said Lot, to 1tsintersection with said Easterly line; thencl Northerly, along saidEasterly line, to the point of beginning, County of Eagle, State ofColorado
FORM NO. C-6000-3
;::;;"';i;T"'.:ff""::il1il'J,-#';l:'^:::::i:l:::;";::*:,"":r"'::.:::;::::",0.,7.70,
SCHEDULE B
5.
7.
Thie Policy does not insure against loss or damage Ly reason of trre fo orving:
l. Rights or clainrs of partics in possession not shorv. by the p'blic recorrls.
2. Easements, or claims of cascnrents, not shon.n by rhc public records.
3' Discrepancies, conflicts in boundary lines, shorlage in area, encroachmenls, and any facts rvhich a cor-
rect survcy and irrspcction of the prenrises rtould disclose aud which are uot shorvn by the public recorrls.
4. Any lien, or right ro a licn, for services, labor, or nraterial heretofore or hereafter furnisherl, imposed by
law and not shonn bv the public recortls.
5' Taxes due and paval,tle; and any tax, spccial assessnrerlts, clrargc or lien imposetl for water or sewer
cervice, or for any othcr special taxing district.
A_riqht of hTay for ditches and canals constructedof the United States, as reserved in United si;a;"June .i5, 1918, in Book 93 at paqe 15.
Easements 10 feet in vridth alonq sid.e 1ot lines not abutting roads,as reserved by the_ recorded plat of said SubdiviSion.' n""r6""t*u"t
-i-nto-easement by the house a-s d.isclosed by Richards Engi.neerinq survey,v8-186. Vacation and abondonment of ease;ent oy upper Eaqle val1eysanitation District recorded January L5 | rg7g, 1_n Book 2g0 at paqe790. Agreements regarcinE easement use recorded January r5, Lg79,in Book 280 at page 79r; in Book 280 at e"qe i9i, in Book 2p0 atPage 793, in Book 280 at page 794, and in tiook ZgO at page 795.
Restrictions, which do not contain a forfeiture or reverter clause,as contained in instrument recordecl November 20, ree:, in nook izgat Page 253.
Deedof Trustfrom: James R. Williams
to the Public Trustee of the County of Eaglefortheuseof : Colonial Savings and Loan Association
by the authority
Patent recorded
8.
9.
lo s€cure
dated
recorded
: $70,000.00: January 5, L979: January 15, 1979 in Book 2g0 at page 792
o.
The Planning Environmental
RE: Zoning, Chapter 18.13,Distric t
18.13.060 Setbacks ...be twenty feetr...
Application for a Variance, II., A. (page 2)
James R. Willi.ams
7,722 Geneva DriveVail, CoLorado 8165?
This letter is a request for a setback variance for theaddition that I would like to put on the front of my house.As near as I can teI1, my addltion will extend into therequired setback by three or four feet. f need. the addedspace because of my large family, presently there are twoadults and four children. When my family is in the living-room, it is rvall-to-wall people and if we have company thesmall space is very uncomfortable. r have investigated addingon to the house in a different direction, however, the housewourd not be as warm, as it wourd have to be in the shade andr would not be able to use the passive solar greenhouse thatis included in my remodeling p1ans.
At present, tve rent a storage unit in Frlsco to storeour out-of-season equipment and clothing. This unit costs$600.00 a year. This money would be better spent for food,clothing, education and much needed savings. My expansionplans would allow for on-si-te storage thus eliminating thisextra debt.
It is not possible for melarger house for my family, so
.make my present home a better,efficient residence.
The pavement is currently 36 feet from the front of thehouse. I have spoken to Bill Andrews of the Torvn of Vailregarding the necessity of moving the pavement if my proposalis excepted, and he said that there would be no need ior anymovement. Mth a setback variance, I will stlll be able topark al1 of ny vehicles from 10 to 15 feet off the pavementwhich wilt not interfer rvith any snow removal.
Thank you for your consideration of my request.
Sincerely,
May 14, 1982
Commission
Primary./ Secondary Resident ial
the minimum front setback shal1
to even consider buying aI would like to be able to
more comfortable and more
James R. IYiIIiams
The Planning Environmental Commission
RE: !s$.ng, Chapter 18. 13, primary /SecondaryDistr ict
18.13.060 Setbacks ... the minimum frontbe twenty feetr...
lfiay L4, 1982
Resi.dential
setback shall
Application for a Variance, II., A. (page 2)
James 'R. Williams
L722 Geneva DriveVai.l, Colorado 81652
This letter i-s a request for a setback variance for theaddition that r would like to put on the front of my house.As near as I can tell, my addition will extend into therequired setback by three or four feet. r need the addedspace because of my large family, presently ther:e are rwoadults and four children. when my family 1s in the living-room, it is rvall-to-wall people and if we have company thesmall space is very uncomfortable. r have investigated aadingon to the house in a different direction, however, the housewould not be as warm, as it would have to be in the shade andr would not be able to use the passive solar greenhouse thatis included in my remodeling plans.
At present, we rent a storage unit in Frisco ro sroreour out-of-season equipment and clothing. This unit costs$600.00 a year. This nloney would be beiter spent for food.,clothing, education and much needed savings. lr,ly expansionplans would allow for on-site storage thui eliminatlng thisextra debt.
It is not possible for melarger house for my family, somake my present home a better,efficient resi.dence.
The pavement is currently 36 feet from the front of thehouse. r have spoken to Bill Andrews of the Tow' of vai.1regarding the necessity of moving the pavement if my proposalis excepted, and he said that there would be no need fo"- anymovement. l{ith a setback varlance, r will still be able topark all of my vehicles from 10 to 15 feet off the pavementwhich will not interfer wlth any snow removal.
to even conslder buying aI rvould like to be able to
more comfortable and more
Thank you for your consideration of my request.
Sincerely,
James liams
The Planning Environmental Commission
RE: Zoning, Chapter 18.13, primary/Secondary
Distri-ct
18.13.060 Setbacks ... the mlnlmum frontbe twenty feet,...
May 14, L982
Res ident ial
setback shall
Applicati-on for a Variance, II., A. (page 2)
James R. Williams
L722 Geneva DriveVail , Colorado 8165?
This letter is a request for a setback variance for theaddition that I woufd like to put on the front of my house.As near as I can te1l, my additj_on will extend into therequJ-red setback by three or four feet. I need the addedspace because of my large family, presently there are twoadults and four children. I{hen my family is in the living-room, it is rvall-to-wa1l people and if we have company thesma11 space is very uncomfortable. r have investigated addingon to the house in a different direction, however, the housewould not be as warm, as it would have to be in the shade andr would not be able to use the passive solar greenhouse thatis included in my .remodeling plans.
At present, we rent a storage unit in Frisco to storeour out-of-season equipment and clothing. This unit costs$600.00 a year. This noney would be beiter spent for food,clothing, education and much need.ed savings. Ir{y expansionplans would a1low for on-slte storage thus elimlnating thisextra debt.
It is not possible for melarger house for my family, so
make my present horire a better,efficient residence.
to even consider buying aI would like to be able to
more comfortable and more
Tbe pavement is curlently 36 feet from the front of thehouse. I have spoken to Bill Andrews of the Town of Vailregarding the necessity of moving the pavement if my proposalis excepted, and he said that there would be no need ior anymovement- With a setback variance, I wili- stil1 be able topark all of my vehicles from 1O to 15 feet off the pavementwhich will not in.terf er with any snorv removal.
Thank you for your consideration of my request.
Sincerely,
James R. lfilliams
The Planning Environmental Commission
RE: 39ling, Chapter 18.13, primary/Secondary
Distr ict
18.13.060 Setbacks... the minimum frontbe twenty .f eet,...
l,tiay 14, 7982
Residential
setback shal1
Application for a Variance, II., A. (page 2)
James R. Williams
L722 Geneva DriveVail, Colorado A\65T
This letter is a request for a setback variance for theaddition that r would like to put on the front of my house.As near as I can teI1, my addition will extend into therequired setback by three or four feet. I need the addedspace because of my large family, presently there are twoadurts and four chi-ldren. T/hen my family is in the living-room, it is wall-to-wal1 people and i-f we have company thesmal1 space is very uncomfortabte. r have investigatea aool-ngon to the house in a different direction, however, the housewould not be as warm, as it would have to be in the shade andr would not be able to use the passive solar greenhouse thatis included in my remodeling p1ans.
At present, we rent a storage unit in Frisco to storeour out-of-season equipment and croth.ing. This unit costs$600.00 a year. This rioney would be belter spent for food,clothing, education and much needed savings. Ir{y expansi-onplans would allow for on-site storage thus eliminating thisextra debt.
It is not possible for melarger house for my family, so
. make my present home a better,efficient residence.
The pavement is currently 36 feet from the front of thehouse. I have spoken to BiIl Andrews of the Town of Vaj-1regarding the necessity of moving the pavement if my proposalis excepted, and he said that there would be no need ior-anymovement. I{ith a setback variance, r will stiI1 be able topark al 1 of my vehicles from 10 to 15 feet off the pavemenrwhich will not interfer with any snow removal.
to even consider buying aI would like to be able tomore comfortable and more
Thank you for your consideration of rny request.
Sincerely,
James R. lTi 11 iams
or
May 14,
The Planning Environmental Commission
RE: ?oni_.9, Chapter 18.13, primary/Secondary
Distr ic t
18.13.060 Setbacks ... the minimum frontbe twenty feet,...
r982
Residentlal
setback shall
Application for a Variance, II., A. (pag,e 2)
James 'R. WiIliams
1722 Geneva DriveVai)., Colorado Bt6Ez
This letter is a request for a setback variance for theaddition that r would like to put on the front of my house.As near as I can te11, my addition will extend into therequired setback by three or four feet. I need the add.edspace because of my large family, presently there are twoadults and four child.ren. I{hen my family is in the 11ving-room, it is wall-to-wal1 people and if we have company thesmall space is very uncomfortable. r have investigateo aoalngon to the'house in a different direction, however; the housewould not be as warm, as it would have to be in the shade andr would not be abte to use the passive solar greenhouse thatis included in my remodeling p1ans.
At present, we rent a storage unit in Frisco to storeour out-of-season equipment and clothing. This unit costs$600.00 a year. This noney ruould be better spent for food,clothing, education and much need.ed. savings. My expansionplans would a11ow for on-site storage thui eliminating thisextra debt.
It is not possible for melarger house for my family, somake my present home a better,efficient resi-dence.
, The pavement is currently 36 feet from the front of thehouse. I have spoken to Bill Andrews of the Town of Vailregarding the necessity of moving the pavement if my proposalis excepted, and he said that there would be no need ior-anymovement. With a setback variance, I will still be able topark all of my vehicles from 10 to 1b feet off the pavemenrwhich will not interfer with any snow removal.
to even consider buying aI would like to be able to
more comfortable and more
Thank you for your consideration of my request.
S j-ncere1y,
IVill iams
The Planning Environmental
RE: Zoning, Chapter 18.13,Distric t
18.13.060 Setbacks ...be twenty feet,...
May 14, 7982
Commission
Primary /Secondary Residential
the minimum front setback shalt
Application for a Variance, II., A. (page 2)
James B. 1Y111iams
1722 Geneva Drive
Va11, Colorado 8L65T
This letter is a request for a setback variance for theaddition that I would like to put on the front of my house.As near as I can te11, my addition will extend into therequired setback by three or four feet. I need the add.ed.space because of my large family, presently there are twoadults and four children. TJhen my family is in the living-room, it ls rva.11-to-wa11 people and if we have company thesmaI1 space is very uncomfortabre. r have investigated add.ingon to the house 1n a different direction, holever, the housewould not be as warm, as it would have to be in the shade and.r would not be able to use the passive solar greenhouse thatis included in my .remodeling p1ans.
At present, we rent a storage unit in Frisco to storeour out-of-season equipment and clothing. This unit costs$600.OO a year. This money would be beiter spent for food,clothing, education and much needed savings. I\,ly expansionplaus would al1ow for on-site storage thus eliminating thisextra debt.
It is not possi-ble f or melarger house for my famlly, so
make my present home a better,efficient residence.
to even consider buying aI rvould l1ke to be able to
more comfortable and more
The pavement is currently 36 feet from the front of thehouse. f have spoken to Bill Andrews of the Torvn of Vailregarding the necessity of moving the pavement if my proposalj-s excepted, and he said that there would be no need for anymovement. Iltith a setback varj_ance, f wiLl stil1 be able topark a1l of my vehicles from 10 to 15 feet off the pavement
which will not interfer with any snow removal.
Thank you for your consideration of my request.
Sincerely,
l iams
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