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CASH DE
Legal Description: Lot
Subdivision:
Address:
Develooer:
Project Number:
lmprovement Com pletion Date:rch D,\-\'DEVELOPER IMPROVEMENT AGREEMENT
.1 .\
THIS AGREEMENT, made and,enlered into this l- I day of &rve-r\.r- ,2006.
(the "Developei'), and the Town of by and among
Vail (the "Town").
WHEREAS.
ancy for ?A
the Developer, as \q{r< *a condition of approval of the Teqporary Certificate of
gJr\v-<-Occr,rp /.+
(address, legal description, and projtt ngmber) wishes to enter into a Developer lmprovement
Agreemenr;anci
- IID
WHEREAS, ,n.ho'*rr is Dligated to providg.security oI .6, sufficient in the
judgemgg!of the TovyqDftasonable provisions toJofiletionf fipiitmprovements set
ionn lfillanagpefrell'ro(s; rn accoroanlflrtftftgproydlllb ano specri'icalrons
:r rec ftnft n rcl^Ii-l:mm un-w C'nrnenr -il|fr I !D lil or v a I r. a rtr
to ntee performance of this
the all im orovements this Agreement, by means
with the Town of Vail, as
collateral for the
completion of all improvements refer'red to in this Agreement, in the event there is a
default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following
i!"nq intf,eamountot $ 1, 6'tl,? 1 as
the Devetoper and the Town agree.ar#"#i, 4,.R. D,[tr:,
covenants and agreements,
1. The 'agrees, at its sole cost and expense, to fumish all equipment and
materials necessary to and complete all improvements referred to in this Agreement. The
all inlprovements referred to in this Agreement on or before the -
20 0 J. The Developer shall complete, in a good workmanlike day of
manner, all i venreits referred 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
complete until approved and accepted as completed by the community
Development Department and Public Works Department of the Town of Vail.
Flcde\AFORMS\DlA\DlA cash format-1 12002.d0c Page 1 of 5
Agreemeht, inclu
of the followi
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 $_ as collateral for the
escrow agent, in the amount of
completion of all improvements
referred to in this Agreement, in the event there is a default under this Agreement
. ' j .by the Develooer.
3."'' The Developer may at any time substitute the collateral originally set fo(h above
for another form of security or collateral acceptable to the Town lo guarantee the faithful
completion of those improvements referred to herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternative security or collateral
shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in this
Agreement prior to the completion and acceptance of the g.ame, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or gopbrty injured by reason of the nature officer or employee thereof, be liable for any persons or gopbrty injured by reason of the nature
of said work, but all of said liabilities shall be and are her{pdpumed by the Developer.'," lF- r'{l ' a
The Developer herebyagrees to hdemnify and hold harmle$.tl
, agents and emftydes again$ any losses, claims, damaffi officers, agents and emftydes againgl any losses, claims, damaffi,ffJgfilities to whioh the
Town or any of its officers, agents ortmplotbes may beco;ne subject tm{Fohf as any guch
losses, claims, damages or liabilities (or actionbjl.respect thffoflarise out 6ttr.| bgpqg!.uOon
any performance by the Developer.f'rereunder; and the Develcpd shall reimburse tfr6 To]]n for
any and all legal or other expg.nles reasonably incurred bf th?-Ib\D in-connecticifi with
and any of its
investigating or defending any suchiloss, claim, damage, liability'of a#n. This indemnity
provision shall be in addition to any other liability which the Developer my ffiver ally (JLllttl llo|-rlllty wlllvll Lllrt L.rEVrtl\JPltl tlly lIcrVtf( 'il_
5. lt is mutually agreed that the Developer may apply for and tn" forn:iily.-*in
authorize a partial release of tne collateral deposited
-with ihe Town for each c?16gory 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 imProvemqnts referred to in this Agreement.
,i . -J.; ..._ 3 .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 fotth in Paragraph 1 of this
Agreement, the Town may, but shall not be required to, draw upon the security referred to in this
Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred 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.
F:\cdev\FORNIS\DlA\DlA cash format-l 12002.doc Page 2 of 5
lf the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelve percent
(12o/o) 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 referred 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 Vail Town 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\FORMS\DlA\DlA cash format-112002.doc Page 3 of 5
O
Dated the day and year first above written.
STATE OF COLOMDO
COUNTY OF EAGLE
Thp foregoing
)TDavof
SS.
o,,F*Sluo-'o""'
" :itt ';"t""Srrg""-'fiil?j *
.-4?/,.2-ry1. ,4L
Town Planner
STATE OF COLOMDO
COUNTY OF EAGLE
Witness my hand and official seal.
My commission
Tlp foregoing Qeveloper,lmprovement Agreement was acknowlqdgg
^rL_;;i ;f -Nca w , zobkry l,:,\\re"-,- (ttY
)
)ss.
)
before me this
F:\cdev\FORMS\DlA\DlA cash format-112002.doc Page 4 of 5
ATTACHED COPIES OF THE ESTIMATED BID(S)
F:\cdev\FORMS\DlA\DlA cash format_112002.doc Page 5 of 5
Ranch Creek Development
(970) 47G7051 phone
(970) 4760331 far(
November 12,2006
Estirnded Job Cost
Proposal Submitted to:
Meadowbrook Duplex Inc.
1465 Aspen Grove Lane
Vail. CO 81657
SCOPEOF WORK
1465 Aspen Grove Lane
Site Prep and Soil Amending
Hardscape: MulchShrubs
Planting: 29X2.5" cal Aspens
Planting: 55 X 5 gal shrubc
Planting: Seed and Straw disturbed areas
Planting: Kentucky Bluegrass 2f 0ftqft
Irrigation: 5 zones
Signature
ized to do tll w1rft as sgecified. Payment will be made as outlined in terms of proposal.
l-- kJ------- Date lv-" \L Lo> 6
$1r00
$ 600
$2800
$rJ7s
$ 250
$2,15{)
$rJ7s
TOTAL $7,875
Acceptance of Proposal
The above prices, specifications and attached terms of proposal are satisfactory and are hereby accepted. Ranch Creek
Development LLC. Is
Ranch Creek d,.I-r,q Date
CEIPT - The Town of Vail
t c-"-*-f
lo__!_\r'
t \ \-e
N9 58234
DATE
\_-()
RECEIVED FROM
ADDRESS
Permrt Numbers Police Receipt Nurnbers
HowPAID-fxsft c1t".1 \2 lltt r
LAND TITTE GUARANTEE COMPANY 3
(Owner). Thc rmoon! stalcd is paymcnt lor |aDot' mr&niu an(lor
cauiDmenl furnishcd by psycc towatd constrr'ction of imPtovcmcnB on
i 4'65 lspel cnovr rrle
Fiirty) "nd
,h" un,l"tsigncd hercby waivcs 'll licn ritbls whatlocvcr
in,"r*a,,o such labor, matciials sndor cquipmcfll pcrformcd or
fumish€d by psyec, snd th€ undcrsitncd piylc funhc' 'cknowlcdtti
md
ruannrccs p"ymcnt in full oftll laborcrs. iubcontracloE' sndor tnatcdal\
i,.O oo t"ia pr"t't " "t thc rnstlffc of rh! p'y'c (lntoicEs or work
dcs.notion on chack stlb bclow.)
ixcl rs not tregaLltc l|nlc.s l,riYcr it 3l$rd rtltt d't'd by pry"(3)VOID AFTER 90 DAYS
TOWN OF VAIL
1tl411
23 -100
1020
ATTN: COMMLTNITY DEVELOPMENT
?5 SOUTH FRONTAGE ROAD
VAIL. CO 81657
STEELE STREEI STATE BANK
---=---rc -"dGil;ror0t":.*":.:-"".".
"". - -=:-:A"u';;Cd s',"9
Paycc -
8y
lO0O MOrr'
Sl iicLir At AN AHGLE To vl€w ulHEt'l CHECKING IHE EtIDoBSEMENY'
VOID AFTER 90 DAYS
303-376-3800
il. I a lg L Lilrr: lO aO0 ?OO8r:
I rxE ontclNAl oocuMENT tlas a nEF|-€crlvs wA1f,ttlrlaRK tltt 1118 ln\:t(
R..cdpt & Lldr Wdvar fs (h. a.toonl of
is paymcnt for labor, mltarial ardor
o o
Town of Vail
Department of Community Development
75 S. Frontage Road
Vail, CO 81657
L \-lr<<t r<Y
ReceiPt No. )u-'/ '
Date l,\rL}lotP
Please make checks payable to the TOWN OF VAIL
Account No.Item No.Code #Cost Each Total
001 0000 31411'10 Address Maps zA $5.00
001 0000 314 1110 Zoninq Maps ZA $20.00
001 0000 319 4400 Custom Maps
001 0000 314 1112 Other Code Books
001 0000 314 1211 Blue Prints/Mylar Cooy Fees BF $7.00
001 0000 3141111 Xerox Cooies XC $0.25
001 0000 3141111 Master Plan MS
001 0000 3't41111 Studies. Master Plans. etc.MS
001 0000 312 3000 Contractors License Fees CL
001 0000 240 3300 Developer lmprovement Agreement Oeposit D2-OEP'10 AD 7!\'13 rf
001 0000 312 1000 Restaurant License fee (TOV)RL
001 0000 230 2000 Spec. Assess.-Restaurant Fee to Co.Dept.Rev.SA
11000003141115 Resale Commission MS
Other -MS
Other -MS
Other -MS
Other -MS
Other -MS
001 0000201 1000 Taxabfe @ 4.4% (State) - Tax payable TP
001 0000 310 1200 Taxable @ 4% (Town) - Retail Sales Tax T7
TOTAL:<, ot-1!. 19
i
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:t
'all items charged tax j
No speed code for 001-0000-319-44-00 'I
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Money Order #tz tE t Received bY: L<_Cash Check #
rl
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EscroH #: 50010355ct
Bank No.: 1069
check Date: 11/161?006
check ilo.: 121811
Lender: NoRTHERI,I TRUST BAtlK, ll.A.
Eorrorer(s): DAVID G. llLB and A)lllE I'IARIE IIILB
Gen Contractor: l,tEADOllBRoOK DUPLEX, Il{c.
Prop Address: 1465 AsPEll GRovE LAIIE
Prop Cityr VAIL, C0. 81657
Payee Narl€: Toutl oF vAI L
Payee Address: ATT[3 coNitu[ | TY DEVELoPIIEIIT
Payee city: VAIL. co 81657
Payee ID: 1'27474
Detach thi s before deposi t i ng.
LAND TITI.IE GUARANTEE COMPANY 14001 East Iliff Averue, #500 Aurora, c0 80014
Torn of t,ai I +IT Ct.ETffiR R€CEIPT rr*
0perl AJilt-JSI Type: FB lharer: I Date: l1/i9l06 0l Riieipt nor iliti
Custorg4 Location l{arp nrount 2597 __ qzlg LstD TITLE H.nRStirE ND NR-DCPIF]TS
LHO IITLE HIARtr{TEE I9843.N
t{RiltTfBffi, RECffiBe34
Tender detai I
,tK BtlJ( lzl8ll f9843.75
I orat refftered l9g{3.78 Total paytent lgg43.n
Trans datp: Lll?91ff' Tire: 16:Ilttg
l}ffiI( YflJ F(}R YflJfl PCYiEilTI
T[rs ciEcK ts llol tEGoTtABLE UXLESS rtlE LIEI tlAlVER Ol TllE FACE 0F Tllls CI{ECX
IS STGIIED BY TIIE PAYEE(S) AXD IHE CIIECK IS EIIDORS€D TIIE BACK AS DRAI{T
Description of Anounts Paid
LANDSCAPIIIG BOND
check total 9,813.75
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llgll#ot In"e""ll3,tF"duF?ffi|lo'ting e"g"
'u
Requ€ctod Inspec{ Dat€: IqesOay, August 21, 2007 ' Inspection Area: CG
Slto Addregs: 1i105 ASPEN GROVE LN VAIL
1'165 ASPEN GROVE LANE
A/P/D Informdlon
: B-MECH Status: ISSUED
Insp Area: CG
DescTiDtion: INSTALLATION OF 2 WOOD BURNING FIREPLACES AND 3 MTURAL GAS FIREPLACES FOR A NEW . SFR
Reouestod Insoec{lon(s}
t,
Mr
Insp€ctlon Hlstorv
Item: 200 Item: 310 Item: 315 Item: 320
Item: 330 Item: 340 Item: 390
SubTUpe: NSFR
Phone: (719)591-0020
;E"
* Approved *
Action: AP APPROVED
REPTl31 Run Id: 7000
08-20-2007
4,34 p, lnsp€c$a$efyF:LsPottins P"s" 24
Requesled lnspgct 9ab: Iu_elday, August 21, 2007 - InsDoction Arca: CG
Site Addrs$: l/165 ASPEN GROVE LN VAIL
1465 ASPEN GROVE LANE
A/P/D lnformation
Reouested Insoec'tlon{sl
Insoection Hlstorv
Item: 200
Itam: 310 Item: 315 Item: 320 Item: 330 Item: 340 Item: 390
- Approved "
shahn- '
Sub Tvoe: NSFR Status: ISSUED U'se: Insp Area: CG
DU-P-LETJNd'C. Phone: 970-479-0507
, COMBUSTION AIR, HRV, BATH/RABNGE VENTING AND HUMIDIFICATION FOR A
Item:
Requeston
Coniments:
Assioned To:- Action:
I r('J
D4?
Action: AP APPROVED
REPT131 Run Id: 7000
12-1+2006 tnspection Request Reporting Page 39
4:27 om Vail- CO-- City Of -
Requested lnsp€ct pate: fqday, December 15, 2006 - Insoeciion Area: CG
Site Address: 1465 ASPEN GROVE LN vAlL
1465 ASPEN GROVE LANE
A/P/D lnformation
Insoection Historv
Requested lnspection(s)
Item: 290 PLMB-Final
Reouestor: TROPICAL HEAT lNC.
Assiohed To: GDENCKLA - Action:
Requestedjime:
Entered Bv:
09:00 AM
390-4222
DGOLDEN K
Time Exp:
Item:
Item:
Item:
Item:
Item:
Item:
Item:
APPROVED
@ 5# psi
APPROVED
D RECIRC PIPING.
iD ROOF DUE TO WEATHER,
APPROVED
APPR.'ED
fl . lil t I
,\d,,, ),t i ' rtt" [t"'H
^/1Y1;\lu"
\r/ "l J'
Run Id: 6L28 REPT131
12-14-2006 Inspection Request Reporting Page 32
4:27 pm vait co'- ciry of -
Requested Inspect Date: friday, December 15,2006
Inspeclion Area: GG
Site Address: '1465 ASPEN GROVE LN VAIL
1465 ASPEN GROVE LANE
B-MECH Sub Type: NSFR St?tus: I,SSUED Use: Insp Area: CG
Reouested Insoection(s)
Item: 390 MEGH-Final
Reouestor: TROPICAL HEAT INC
Assiohed To: GDENCKLA - Action:
315
320
330 u0
Phone: 92G3126
Phone: 926-3'126
FLOOR HEATING AND BOILER SYSTEM
Time Exp:
ReQuestedJime:
Entered Bv:
09:30 AM
390-4222
DGOLDEN K
Item
Item
Item
Item
Item
/)
-t'Y
390 M
l{
hl
t
,+0",n,,lk
REPT131 Run Id: 5128
!
I
CASH
nn"j?t
*"0"o' D A,r*- \Ii\s Legal Description: Lot
Subdivision:
Address:lv Developer:
Project Num ber:>oo
lmprovement Completion Date:
DEVELOPER IMPROVEMENT AGREEMENT
by and among
Vail (the "Town").
WHEREAS,the Developer, as a \q6< *tl condition
c-4,ncv for lk
(address, legal description, and project number) wishes to enter into a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Development Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of the all improvements referred to in this Agreement, by means
of the following:
The Developer agrees to establish-g cqsh deposit account with the Town of Vail, as
escrowagent,intheamountof $ arb{5, /) as collateral for the
completion of all improvements referied 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 furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer ?grees to complete all improvements referred to in this Agreement on or before the -
day of
r all llTlprovemenls relerreo Io In Inls AgleellrellL er
, 20 0 ,|. The Developer shall complete, in a good workmanlike
manner, all imprdvements referred 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
complete until approved and accepted as completed by the community
Development Department and Public Works Department of the Town of Vail.
F:\cdev\FORMS\DlA\OlA cash format-112002.doc Page '1 of 5
e(}try
IT FORMAT
rr /V>ve,-r\u- ,20Ob.
(the "Developei'), and the Town of
of approval of the Teqporary Certificate of
\J4
er^-Io ..r\ 1^.t t {,.
2. To qecure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
$
cash deposit account with the Town of Vail, as escrow agent, in the amount of
as collateral for the comoletion of all imorovements
referred to in this Agreement, in the event there is a default under this Agreement
by the Developer.
3. The Developer may at any time 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 happeninQ.6r occurring lo the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall be and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of i1s officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon
any performance by the Developer hereunder; and the Developer shall reimburse the Town for
any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
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 referred to in this
Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred 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.
F:\coev\FORMS\DlA\DlA cash format-1 12002.doc Page 2 of 5
I
I
.
lf the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelve percent
(12o/o) 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 referred 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 Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements refened
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 partles hereto mutually agree that this Agreement may be dmended from time
to time, provlded that such amendments be in writing and executed by all parties hereto.
Flcdev\FORMS\DlA\DlA cash format_112002.doc Page 3 of 5
Dated the day and year first above written.
STATE OF COLORADO
COUNTY OF EAGLE
ss.
Witness my hand and official seal.
My commission expires \r
.42-m. ZJ..
Town Planner
STATE OF COLORADO )
)ss.coUNTYoFEAGLE )
My commission
Ttle foregoing Qeveloper,lmprovement Agreement was.acknowledgg{ before me this
.4* Oay e1 NOr-wzl','b2,/^ ,zlO6hy U).\('to-r -,- l't'(.c1.'r9fon.
Witness my hand and official seal.
/vl{ N,,-\:'€
D"trV Tl ,.
Thg foregoing Developer lmprovement Agreemen_t was acknowlqdged before me this
ot-ki^yoi tHoui-,^-ur- ,zo-ttpoy ^Dawe- Ai\b
t/l
F lcdev\FoRMS\DlA\DlA cash tormat-1 12002.doc Page 4 of 5
ATTACHED COPIES OF THE ESTIMATED BID(S)
Flcdev\FORMS\DlA\DlA cash format_1 12002.doc Page 5 of 5
I
Proposal Submitted to:
Meadowbrook Duplex Inc.
1465 Aspen Grove Lane
Vail, CO 81657
SCOPEOFWORK
1465 Aspen Grove Lane
Site Prep and Soil Amending
Eardscape: MulchShrubs
Planting: 29X2.5" cal Aspens
Planting: 55 X 5 gal shrubs
Planting: Seed and Straw disturbed areas
Planting: Kentuc$ Bluegrass 2100sqft
Irrigation: 5 zones
Signature
ized to do the wgrk as specified. Payment will be made as outlined in terms of proposal.'t ll \L Date lV"" \L Lo> 6
$1,200
$ 600
$2,900
$1J7s
$ 250
$2,150
$1,375
TOTAL $7,875
Acceptance of Proposal
The above prices, specifications and attached tenns of proposal are satisfactory and are hereby accepted. Ranch Creek
Development LLC. Is
Ranch Creek Development
Ranch Creek d-^,,,q Date
RECEIPT - The'Iown of Vail N9 58?34
ADDRESS
Permit Numbers Police Receipt Numbers
HOw PAID - Cash C1r..1 \ 2 \ t'i t By
LAND TITLE GUARANTEE COMPANY .
LIEN WAIVER
nrc.iDt & Llcn Wrivcr foi thc.ccount of
ESCROII ACCOJNT
# 50010355c1 121811
cq,riD.enr tlrni.hca by Psy€' towatd constructioo of imProvcnEn6 on
ia65 AspEN GRovE LANE
Fiiivi ""0 ,r'. undcrsigncd hltEb) waivcs rll licfl righL! ''h'tso'vcr
i" ,ltp"" a such hbo.. matcdals andot cquipmcnt Pcrfontcd or
fumisicd by poycc, rnd thc und'rsiSncd pryce tunhcr scknowlcdScs and
suaJrntccs paymc in fullofatl laborcE subcontractors andor matcriuls
'rr"d
on said prcrnircs at th. intuncc of rhe pay'€ (lnvoiccs or vork
d?scription on.hcck stub bclow.)
I. I a Lg L lrr.r: IO ?O0 ?O08tl
I rHE OnlGlNAt:DOCUMENT HAs A FEFLECTIVf \"llATERl/l'AtiK l)l't ltlE dacK
LOOO I L q0rr'
mil ilri-ir ar aN aNGLE To vtEw wHEr'l cHECKING tHE En|DoRSEMENT'
AFTER 90 DAYS
Futt,.r"r"a i3 paymcnt for labor' mrtcrisl tnd/d
a
/i fi l l,l '{ |
0&1&2005 Inspecton Request Reporting Page23
4:13 pm Vall, CO- CW Oi
RequesEd Insp_ect Date: Th-ursday, August t I, 2005
Inspeduon Area: SH
Slte Address: 1465 ASPEN GROVE LN VAIL
1465 ASFEN GROVE LANE
A/FID lnfiormaflon
Applh.nt
Contraclol:
O€rcdilbn:
Comrnent
Stahn: ISSI,JED
Insptuea'SH
COTIPANY
EAGLE/SUMMIT ELECTRIC COMPAI.'Y
ELECTRICAL FOR NSF
ROI'TED TO STAN I-IAHN - LCAMPBELL
Phone: 719-83&355€)
Phone: 71983&4569
Reauested lnsp€c{on(s I
Item: ftm ELEC{tllsc.
Requeslor: EAGLE/SUMMITETECTRICCOMPANY
Comrn€nb: AM sordce
Acalon€dTo: EGLATZLE - Actlon: Tlme Exo:
(l,t
tnsoecton Hlsbrv
ftem: 110 ELEC-Temp.Powtr
Itam: 120 ELEC-Rouqtl lLm: 130 ELEC-Cordult
Item: 14O ELEC-Mlsc.
Item: 1g) ELEC-Flnal
Requested Tlme: 09:00 Alf ' Ptrone: 171-1284
Ent€r€d By: DGOLDEN K
REPT131 Run Id: 3509
Bfs-oos-f R=os,'dh
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN
ll
A -(-,1;: -.:--))Building Permit #:
97 047 I -21 49 (l ns pection s )
ION TO TOWN OF VAIL BUILD
75 S. Frontage Rd.
Vail, Golorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections
will be preformed until the revisions are approved. ***
Separate Permits are required for electrical, plumbing, mechanical, etc.!
CONTRACTOR INFORMATION
Town of Vail Reg. No.:Contact and Phone #'s:
31(- Zl\ L
ATTENTION: JOE, JR, CHARLIE, GRXG, CHRIS
ContractorSignature: / \ \ \ *
L/=- '*.4\",.--
COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (LAbOr & MAtETiAIS
REVISED AMOUNT: $ELECTRICAL: $OTHER: $ n ,
PLUMBING: $MECHANICAL: $REVISED ToTAL: ${ i !+-
L.o-15 t )t)
Z \ o1- \\\=1D?_-L-
JobAddress: \.1 CS A gp^JobName: '\ '(1-\ , \')-\- a S -r_\ o^- ,
Subdivision: L, ;.. ( it Filing: \
Address: ia ( L A._ {\ i/Lr_ z. r Owners Nam", 1)A,,,- 'F\ .
REASON FOR REVISIONS: I \_ > \-aJ Ca;\ in1 \r1t \\'-o-\o /ri-P,
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both( )
Type of Bldg.: Single.family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burni
No/Tvoe of Fireolaces Prooosed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning(NOT ALLOWED
a Fire Alarm Exist: Yes
For Parcel # Contact Coun Assessors Office at 970-328-8640 or visit www
FOR OFFICE USE ONL
{ 1-.1,, *
F:\cdev\FORMS\Permits\Building\building_revision_1 1 -23-2005.doc Page 1 of 2
s* i*r'r.^:. ,Ov'i l- l.':'',: "?f;::
Questions? Call the Development Review Coordinator at 479-2128
Depaftment of Community Development
Project Name:
Project Address:
This Checklist must be amoleted before a Building Permit application is
acepted,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted (4)
Public Way Permit ipplication included if applicable (refer to Public Works checklist)
Staging plan (a) included (refer to Public Works checklist) No dumoster,oarkino or material
storaqe allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on olans
Types and quantity of fireplaces shown
tl
D
o
o
a
f
D
o
o
o
J
D
o
o
f
o
o
I have read and und€rstand the above listed submittal requirements:
Applicant's Signaturel
Date of submittal:
Received By:
Flcdev\FORMS\Permits\Building\building_revision_1 1 -23-2005.doc Page 2 ot 2 12t8n005
Project Name:
Project Description:
MEADOWBROOK DUPLEX
NEW SFR
Partacipants:
1592 MATTERHORN CIR
VAIL
co 81657
License:
APPUCANT MEADOWBROOK DUPLEX INC
1592 MATTERHORN CIR
VAIL
co 81657
License:
Project Address: 1465 ASPEN GROVE LN VAIL
1465 ASPEN GROVE LANE
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
DRB Number: DRB050059
02/2112005 Phone:
Location:
OWNER MEADOWBROOK DUPLE( INC OZ|2LIZOOS Phonei
Legal Description: Lot 8A Block: 2 Subdivision: LIONS RIDGE FIL 4
Parcel Numbers 210301415022
Comments:
BOARD/STAFF ACTION
Motion By:
Second By:
Vote:
Conditions:
ROGERS
MATHIAS
4-0-0
Action: APPROVED
Date of Approval: 03/16/2005
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
(P|-AN): 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.
Cond: CON0006986
r t With the building permit submittal, the applicant shall submit PE stamped retaining
wall drawings, a slte specific geological hazard report, detailed rock/debris fence
drawings, detailed BMP plans for the full length of the access drive, and a revised
x!en;j1;l,"Jg[3#at
disturbed srades do not exceed a slope of 2:1.
Prior to the issuance of a building permit, the applicant shall submit, for review
and approval by the Town of Vail, revised plans showing the expansion of Bedroom
Number 3 bringing the building into compliance with the building height limits.
Cond: CON0006988
Prior to the issuance of a Temporary or Final Certificate of Occupancy the applicant
shall install a monitored alarm system, subject to the review and approval of the
Town of Fire Department.
trf ifi"irlft?ffsplrmit ruumittal, the appticant shatt submit a revised tandscape
plan, for Town Staff review and approval, using native planting materials suitable
[o a southern hillside exposure.
Planner: Bill Gibson DRB Fee Paid: $650.00
New Construction
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2739 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Flease
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:
Location of the proposal: t-ot: 9A,-Btock:-Z- subdivision:-\gU--K-[+g--{r ,", t{
physicatAddress: M(fp A CNoJe Lr.nQ
Parcel No.: aLq:-])]$5gl-1{Contact Eagte co. Assessor at 970-328-8640 for parcel no.)
Zonins: -li-$c-lC"A+-
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
Phone:{ro q"6- ?o s I
q1j q1f- r3il
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
$250 For minor changes to buildings and site improvements' such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans
Design Review Board.
No Fee
Type of Review and Fee:
B Slgns
D Conceptual Review
V*"* construction tr Addition
0 Minor Alteration
(multi-family/commercial)
D Minor Alteration
(single-family/duplex)
tr Changes to Approved Plans
tr Separation Request
already approved by Planning Staff or the
Mailing Address:
ffi
TOI,INOII/NLW
NEW CONSTRUCTION
SUBMITTAL REQUIREMENTS
General Information:
The review process for new construction normally requires two separate meetings of the Design
Review Board: a concepfual review and a final review. Applicants should plan on presenting their
development proposal at a minimum of two meetings before obtaining final approval.
SUqMITTAL REOUIREMENTS* *
EI /ll pages of Application is complete
!Checklist is completed and signed
V7 Stamped Topographic Survey*
V7 Site and Grading Plan*
Z, Landscape Plan*
Ey'rchitectural Elevations*
FIrExterior color and material samples and specifications.
EI Architectural Floor Plans*
Vrfignfing Plan* and Cut-sheet(s) for proposed fixtures q /tne report, including Schedules A & B to verify ownership and easemenG*
El' Photos of the existing site and adjacent structures, where applicable.
nrle..F Written approval from a condominium associaUon, landlord, and joint owner, if r' '' \ applicable
El Site-specific Geological Hazard Report, if applicable*tr The Administrator 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 submit three (3) copies of the mstefials noted with an asterisk (*).
**For interior conversions with no exterior chanoes, the submittal requirements include a
complete set of existing and proposed floor plans, a title report/ and written approval from a
condominium association, landlord, and joint owner, if applicable.
I have read and understand
Project Name:
the
b
above listed submittal requirements:
R"f ) Xcr<Q-
Contractor Signature
oate sign"d F-S 2- \ Z> > f
,r*m
JOINT PROPERW OWNER
WRITTEN APPROVAL LETTER
I, (print name a joint owner of property located at (address/legal
description)
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:
I ... I I further understand that fninor v
be made to the plans over the course of the review
process to ensure compliance with the Town's codes and regulations.
(Signature)(Date)
Page 2 of t2/04/28104
* + + + ***** * * ******** * * * * ** * * * * *** * * * *****,1***1. *:t **** * * + * * * * * ********+* * * *** * * * * * * * * * ** *.* * * * * *
TOWN OF VAIL. COLORADO Statement
* * * * * + * * **{ * * * * * * *+*** * ******* ** **1.** * * * *. {. {.:{. '1.* * '1.* * * * * * *:} * * *+** * * * * * * * * * *1.:1.*1.*:r*****. ******* * *
Statement Number: R050000150 Amount: $650.00 02/2L/200502:12 PM
Payment Method: Check Init: iIS
Notation :
*L 4 22 / MF.}i|,OWBROOK DUPLEX
Permie No: DR8050059 T)rpe: DRB - New Construction
Parce1 No: 2I03014L5022
Si-t.e Address: L467 ASPEN GROVE LN VAIL
IJocaLion: 1457 ASPEN GROVE I-,ANE
Total Fees: $550 . 00
This Palment: $650.00 Total AIJIJ Pmts: $650 . 00
Balance: $0 . 00
,1.* * ***1.{. ***,i* *****+********************* ** * * ****** *****f,** * ******** *** * * * * * * + * * + * * * * * * * * + * * +
ACCOI]NT ITEM LIST:
Account Code Description Current Pmts
DR 001-00003LL2200 DESTGN REVIEW FEES 5s0.00
b-
PROPOSED MATERIALS
Tvoe of Material Buildino Materials
n L(
(h'-u- :;" "
Roof - toto-\u''
S\4'"sidins i "SX v
cotor g)?,
Ti Y"ti fi,\e^\ i:;3 .\ \ . Ol n \\ "-l e $r"y b\cn
^
6ry
geae^
6rrry
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specifo the manufacturer's name, the color name and number and attach a color chip.
!-\.1na- -Tc'\\,r, [a 5{r',€5m<*.r - \r.^/, 6t[y.Rc{f
fotr^r lr tz ."- lxi'
\ I rl \yL' Lalor -TrG
Gr^..r\h#or - A\.,^:n,^ c(.,f, Krr^,zq
(-r r',..1.ro0o -,^. / ili{-&^,. lf^r*,.,g.,ff* d#dr,)
Af Xu-f Lonl-rn Klo-a
!t"rq , D.,}F,r 8r(* < r-^),. Bfo,u,,1
< )? Pc-r
-T,xn ' f w
ar \r\onu- -'Ta-\\3q,5 Si-r\t ,
W Sn<,^tr _ tr^7t .6\9 ,.&i,
\^.r Lcv'^N\4c
-\yn -fr^ nt. . Sl Jut
lv lft
5:?qr bry! :1!.n'',,^ &,.,
).r ?qr Dock - (^n)sn Kl-"
(-cQ a ef
!^\r ccc
Page 6 of r2l04l29l04
o The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.D Show all proposed exterior lighting fixtures on the building.o Illustrate all decks, porches and balconies.o Indicate the roof and building drainage system (i.e. gutters and downspouts).a Indicate all rooftop mechanical systems and all other roof structures, if applicable.o lllustrate proposed building height elevation on roof lines and ridges. These elevations should
coordinate witf the finished floor elevations and the datum used for the survey.o Exterior color and material samples shall be submitted to staff and presented at the Design Review
Board meeting.
Lighting Plan:
tr Indicate type, location and number of fixtures.o include height above grade, lumens output, luminous area o Attach a cut sheet for each proposed fixture.
II. IMPROVEMENT LOCATION CERTIFICATE GLC)
Once a building permit has been issued, and construction is undenrvay, and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location
Certificate survey (ILC) stamped by a registered professional engineer must be submitted. The
following information must be provided on the ILC:
o Basis of bearing and tie to section corner o All propefi pins found or set o Building location(s) with ties to property corners (ie. distances and angles)o Building dimensions, including decks and balconies, to the nearest tenth of a foot o Building and garage floor elevations and all roof ridge and eave line elevations o All drainage and utility service line as-builts, showing type of material, size and exact location o All easements
Page 5 of L2l04l2gl04
PROPOSED LANDSCAPING
Botanical Name Common Name
B\u <
OuantiW Size
(^, ( 1l \\-/ J-b \
2.5 c^t
a't c.."\
So"\
) q*\------------='_-
S r.^\
5.q^t
Jcq_5-8'
AND SHRUBS
1n x\, ( -(-..cn{.,r ,>a r t *$ ^.?tr.e
/-qL-
*
\<-
(1
\ l--
?\a-l \
tt tt/-1 -0 A cor $"\t,-' A q, ?on \ 2-
AceI &\{r,^
?,+oC\-Sdi.s"&@:
Aseo^
?r I nuJ (l Aonn ?J.$e S n^i.\ tt7
/'-,lnuJ Sqf;ca@
E{STING TREES
TO BE REMOVED
Minimum Requirements for Landscaping:Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Tvpe
Ulstt^,nic 0.\c\
\t"n{r.
Square Footaqe
\uqc
Zr.s o
Z\E
{.crc Yg(
Please specify other landscape features (i.e, retaining walls, fences, swimming pools, etc.)
Page 7 of 1210412erc4
UTILITY APPROVAL & VERIFICATION
This form serves to verifo that the proposed improvements will not impact any existing or proposed utility services, and also to verify
service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling
installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following uUlities for approval and
verification.
Authorized Siqna'Comments
QWEST
970.384.0257(fax)
Contacts:
Scott Carrington 970.468.6860
Jason Sharp 970.384.0238
EXCEL HIGH PRESSURE GAS
97O.262.4O76 (rel)
Contact: Rich Sisneros
HOLY CROSS ELECTRIC "970.949.s892 (tel) ! l-Yt'
970.949.4566 (fax) ,, .. ( -
contact: r.a@ "\-) 1r-6r.
,/\-, {c ,TY\r .. ^Au ''J\./
EXCEL ENERGY
970.262.4038 (fax)
Contacts:
Kit Bogart 970.262.4024
Jim O'neal 97 0.262.4003
EAGLE RIVER WATER & SANTTATI(
DISTRICT
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
i,t z-3 -oS
lvt;-T-
L(n]"{
Or-z-D,uo*2(tr{"t
COMCAST CABLE
970.949.t224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
NOTES:
1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the
form, the Town will presume that there are no problems and the development can proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification
form that there is a oroblem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail.
However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works
at the Town of Vail. Utilitv locatlons must be obtained before digoino in any public right-of-way or easement within the Town of Vail. A
buildino oermit is not a Public Wav oermit and must be obtained separatelv.
and agrees to submit any revised drawings to the utilities for re-approval & re-verification if the submitted plans
the signature date (unless otherwise specifically noted within the cbmment area of this form)'
Developer's
llzi
Page 8 of 12104128104
FILE NUMB[,R: 615-H0032926-061-MIH DATE: January 27, 2005
PROPERTY ADDRESS: 1467 Aspen Crrove t ane Vail, CO 81657
OWNER/BUYER: Meadowbrook Duplex, Inc., a Colorado corporation / To Be Determined
DELIVER TO THE CUSTOMER LISTED BELOW:
TO: First American Heritage Title Company PHONE:(970) 949-4406
AvonEscrow FAX: 07$9494069
Michelle Hudspeth E-MAIL: michelle@fahtco.com
P.O. Box 5690 NO. OF COPIES: I
100 Beaver Creek Blvd. #234 ROUTING METTIOD: E-mail
Avon. CO 81620
TO:PHONE:
FAX:
E-MAIL:
NO. OF COPIES:
TO:PHONE:
FAX:
E.MAIL:
NO. OF COPIES:
TO:PHONE:
FAX:
E-MAIL:
NO. OF COPIES:
TO:Meadowbrook Duplex, Inc., a Colorado
corporation
PHONE:
FAX:
E-MAIL:
NO, OF COPIES:
TO:PHONf,:
FAX:
E-MAIL:
NO. OF COPIES:
PLEASE REVIEW THE ENCLOSED MATERIAL COMPLETELY AND TAKE NOTE OF THE FOLLOWING TERMS
CONTAINED TMREIN:
Scbedul€ A:
Srbcdulc BI:
Srhedulc BII:
ABOVE IS A LIST OF CLIENTS TO WHOM THE ATTACHED MATERIALS TIAVE BEEN DELIVERED. SHOULD YOU TIAVE
ANY QTJESTIONS REGARDING THESE MATERIALS, PLEASE CONTACT FIRST AMEzuCAN HERITAGE TITLE COMPANY
AT THE ABOVE PHONE NT'MBER. WE SINCERELY THANK YOU FOR YOTjR BUSINESS.
Date: January 27,2005
R.E: Buyer/Borrower: To Be Detennined
Sellen(s): Meadowbrook Duplex, Inc., a Colorado corporation
TO:To Be Determined PHONE:
FAX:
f,-MAIL:
NO. OF COPIES:
Once agaiq thank you for your business. We look forward to serving all of your title needs.
Sincerely,
First American Heritage Title Company
STANDARI)
COMMITMENT FOR TITLE INST]RANCE
ISSUED BY
First American Heritage Title Company
AS AGENT F1OR
First Americrn Title Insurrnce Company
AGRDEMENT TO ISSIJE FOLICY
First American Title lnsurance Company, referred to in this commitmenl as the Company, through its
agent First Americen Heritage Title Company, referred to in this Agreement as the Agent, agrees to
issue a policy to you according to the terms of this commitment. When we show the policy amount and
your name as the proposed insured in Schedule A, this commitment becomes effective as of the
Commitment Date shown in Schedule A.
If the Requirements shown in the Commitment have not been met within six months after the
Commitrnent date, our obligation under this Commi8nent will end. Also our obligation under this
Commitment will end when the Policy is issued and then our obligation to you will be under the Policy.
Our obligation under this Commitment is limited by the following:
The Provisions in Schedule A. The Requirements in Schedule B-l.
The Exceptions in Schedule B-2. The Disclosures and Conditions contained in this
Commitment.
This Commitment is not valid without SCHEDULE A and Sections I and 2 of SCFIEDULE B attached.
CONDITIONS
1. DEFINITIONS (a) 'Mortgage" means mortgage, deed oftrust or other s€curity insaument.
(b) '?ublic Records" means tide records that give constructive nolice ofmatters afecting the title according to
state law where lhe land is located.(c) "Land" means the land or condominium unil described in Schedule A and anv improvements on lhe lard
\,ltich are r€al prop€rty.
2. LATERDEFECTS
The Exceptions in Schedule B - Section 2 may be amended to show any defects, liens or encumbrances lhat appear
for the first time in public records or are created or attached between the Commitment Date and the date on whictl all
ofthe Requirernents ofSchedule B - Section I are met. We shall have no liability to you because ofthis amendment.
3. EKSTING DEFECTS
Ifany defects, lbns or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend
Schedule B to show them. lfwe do amend Schedule B to show these defects, liens or encumbrances, we shall be
liable to you according lo Paragraph 4 below unless you knew ofthis information and did not tell us about it in
writing.
4. LIMITATION OF OTJR LI,ABILITY
Our only obligation is to issue to you the Policy referred to in this Comrnitmenl, when you have met its
Requiremenls. lfwe halr any liability to you for any loss you incur because ofan error in lhis Comnitnent our
liability will be limited to your actual loss caused by your relying on this Commitnent when you acted in good faith
IO:
I comply with the Requiremufs shown in Schedule B - Section I or
2 eliminate witlr our written consent any Exceptions shown in Schedule B - Section 2.
We shall not be tiable for more than the Policy 4rno*t "no*n in Schedule A of this Cormnitment md our liability is
subject to the terms ofthe Policy form to be issued to you.
5. CLAIMS MTNT BE BASED ON THIS COMMITMENT
Any claim, whether or not based on negligence, which you may ha!€ againsl us conceming the title to the land musl
be based on this Commitmenl and is subi€cl to its te.ms.
COMMITMENT
SCHEDULEA
Comrnitment No: 6IS-H0032926-061-MIII
l. Commitrnent l)ate: January 14, 2005 at 8:00 A.M.
2. Policy or policies to be bsued: Policy Amount
(a) Standard Owner's Policy Proposed Insured: $ TBD
To Be Determined
3. Fee Simple interest in tbe land described in this Commitment is owned, at the
CommitrnentDate by:
Meadowbrook Duplex, Inc., a Colorado corporation
4. The ]rnd referred to in this Commitment is described as follows:
Lot 8A, Lions Ridge Subdivision Filing No. 4, a resubdivision of Lot 8, Block 2, according to the plat
recorded November 29, 2000 at Reception No.745271,
County of Eaglq State of Colorado
The land described in this commitment was transferred by vesting deed recorded on January 7,
2005 at Reception Number 902932.
SCHEDIJLEB-Sectionl
Requircments
The following requirements must be met:
a. Pay the agreod amounts for the interest in the land and/or for the mortgage to be insured.
b. Pay us the prerniums, fees and charges for the policy.
c. Obtain a certificate of taxes due fiom the county treasurer or the county tr@surer's
authorized agent.
d. Provide us the "Affrdavit and lndemniry" signed by the parties listed in Paragraph 3,
Schedule A of this Commitment and notarized.
e. The following documents satisfactory to us must be signed delivered and recorded:
l. Warranty Deed sufficient to convey the fee simple estate or interest in the land described or
referred to herein, to the Proposed Insurd Schedule d ltem 2A.
The fotlowing material, which may not necessarily be recorded must be fumished to the
Company to its satisfaction to-wit:
f. Evidence that current taxes and assessments have been paid.
NOTE: This is automatically deleted upon fulfillrnent.
g. Compliance with the provisions of Section 39-14-102, Colorado Revised Statutes,
requiring completion and filing of a Real Property Transfor Declaration.
h. Evidence satisfactory to the Company of Compliance with an ordinance enacting a real
estate transfer tax within the Town of Vail tosether with all amendments thereto.
NOTE: IF THE SALES PRICE OF THE SUBJECT PROPERTY EXCEEDS $100,000.00 THE
SELLER SHALL BE REQUIRED TO COMPLY WITH THE DISCLOSURE OR
WTITHOLDING PROVr SrONS OF C.R. S. 39 -22-60 4.s (NONRESIDENT WTTHHOLDING).
SCHEDULEB-Section2
Exceptions
2.
3.
Any policy we issue will have the following exceptions unless they are taken car.e of to our
sstisfrction:
L Any and all unpaid taxes, assessments and umedeemed tax sales.
Right ofway for ditches or canals constructed by the authority ofthe United States as
reserved in United States Patent recorded July 2'7, 1979 in Book 288 at Page 886.
Covenants, conditions and restrictions, which do not include a forfeiture or reverter clause,
ser forth in the instrument recorded September 20, 1972 inBook22l at Page 443 and as
amended in instrument recorded September 29, 1972 tnBook225 at Page 565 and as
ameirded in instrument recorded January 22, 1974 in Book 233 atPage 53. Provisions
regarding race, color, creed, and national origin, if any, are deleted.
Fifteen foot utility easement along the subdivision boundary lines, as reserved on the Lion's
Ridge Subdivision Filing No. 2, Plat.
Terms, conditions, provisions, agre€rnents and obligations specified under the Agreernent
by and between Tayvel Environmental Land Company and Mountain States Telephone and
Telegraph Company recorded September 27, 1973 n Book 231 atPage29I.
Right of way for an existing road, being forty feet in width, lying equally on each side of
the centerline, over and across Lots 20 and2l, Section l, Township 5 South, Range 8l
West of the Sixth Principal Meridia4 Colorado, as has been granted to the Eagle County
Board of Commissioners, Eagle County, Colorado under Right of Way Grant Colorado
14434,as providedforundertheActofOctober 13,1964 (78 Stat. 1089, l6 U.S.C.532-
538) as set forth in United States Patent recorded July 27, 1979 in Book 288 at Page 886.
Terms, provisions, conditions and obligations contained in Easement and Right of Way
recorded March 18, 1980 in Book 300 atPage290.
Covenants, conditions, restrictions, reservations and lien rights, which do not include a
forfeiture or reverter clausg set forth in the Declaration, recorded July I, 1985 in Book
418 at Page 738 and amendment thereto recorded August 15, 2000 at ReceptionNo.
736720 and Second Amendment thereto recorded September 4,2001 at Reception No.
767308.
Terms, conditions and provisions of Subdivision Improvements Agreement recorded
August l, 1980 in Book 306 at Page 412.
Easements and rigbt ofway for electric transmission and/or distribution purposes as
granted to Holy Cross Electric Association, Inc. recorded August 14, 1980 in Book 306 at
Page 899.
Easements, reservations and restrictions as shown or reserved on the recorded plat of
Lion's Ridge Subdivision Filing No. 4, recorded August 1, 1980 in Book 306 at Page 4l I
and Resubdivision Plat recorded November 29,2000 at Reception No.745271.
Existing leases or tenancies.
Terms, conditions, provisions, agreements and obligations contained in tle Trench Conduit
and Vault agreement recorded September 8,2004 at Reception No. 890334.
5.
4.
6.
8.
9.
10.
I l.
12.
lJ.
14. An easement for Underground right of way and incidental purposes granted to Holy Cross
Enerry by the instrument recorded September 8,2004 at Reception No. 890343.
15. Terms, conditions, provisions, agreornents and obligations contained in the Trench,
Conduit and Vault Agreement recorded on September 8, 2004 at Reception Number
890334.
16. Terms, conditions, provisions, agreements and obligations contained in the AccessAJtilities
and Maintenance Declaration recorded on January 7,2005 at Reception Number 902930.
17. Terms, conditions and restrictions contained in access easement recorded January 7,2005
at Reception No. 902931.
EXHIBIT
LOTS 8A & SB,IIONS KIDGE SUBDMSION F/IING No. 4,
A RESUBDIYISION OF LOT 8, BLOCK 2
TOWN OF VAIL, EAGLE COUNW, COLORADO
TRACT A ,s
N 48'53'59"E
N85'19'41"E
2+.85'
I ts.oo'-1,
R".v
""X /
""lx/
4\
c
.*-o
/\.r'LOT 88
LOT 8A
9$\//'o^\
s48'5J'59"W
20.00'
"9
i s50'23'OO"W
15.01'
POIN T OF
EEGINNING
o.\N .f
SCALE: 1"
PARCEL DESCRIPTION:
A PARCEL OF LAND SITUATED IN A PART OF LOT 8A AND LOT 88, LIONS RIDGE SUBDIVISION FILING No. 4, A
RESUBDIVISION OF LOT 8, BLOCK 2, TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO, PER THE PLAT
THEREOF RECORDED NOVEMBER 29. 2OOO. AT RECEPTION No. 745271 lN THE OFFICE OF THE EAGLE COUNTY
CLERK AND RECORDER, SAID PARCEL BEING IUORE PARTICULARLY DESCRIBED AS FOLLOWS;
BtclNNlNG AT THE EASTERNT/OST CORNER 0F SAID LOT 8A; THENCE ALONG THE EOUNDARY OF SAID LOT 8A
550'23'00"W 15.01 FEET; THENCE DEPARTING SAID BOUNDARY N41'06'01 "W 95.00 FEET; THENCE N48'53'59"E
15.00 FEET TO A POINT ON THE BOUNDARY OF SAID LOT 8A: THENCE DEPARTING SAID BOUNDARY
N85'19'41 "E 24.85 FEET; THENCE S41 '06'01 "E 80.63 FEET; THENCE S48'53'59"W 20.00 FEtT
Gore Range
Surveying, r-r-c
953 Soulh fiontage Road lvest
Vail. CO 81657
lgto) 47ya598 . Iax (97o) 479.oo55
BEGINNING.
Fax Memo
Ta BuzSehy
Fnrrr John G. lVlartin
rr 2n0Pffl5
Rsr Buffehr Creek House, Lot 88, Block 2, Lionsridge Filing No. 4, Vail
StF TovrofVailZoniqgSumrnary
Zone Dbtrict Single Family Residental
Site Area 1 .383 aqes x 4it,560 s.f. = 6024i1 sL
r GRFAAllowed: .40 site area < 10,000 s.fl = 4,000 s.f.
.13% site area (50.243 s.f.) = 6.531 s.f.
Total =l0,Sill s.f.
Site Coverage (20o/o) = 12.U8
".r,
Height Limitation= 33 bet (as measured fiom a<isting grade directy to ridge above)
Setbacks: Building Envelope already designated
Retaining Walls: 3' max. walls in fiont setback, except 3' to 6' walls albwed along
driveray/gar4e edge. A rna( vra$s albv{ed ebevvhere.
1 Type 2 EHU (emptoyee housing unit) atlcrvved. Benefit o<tra GRFA, odra Site Coverage
Driveway requiremenb: 4 flat pan at edge of road
8% gnde first 10 bet
10% grade to gar4e (12oh if heated)
24'charan€ to edge of road.
Snor Sbr4e: 30% driveray area unheated, 't0% driveway area heated.
Parking: 3 spaces per d\^€lling unit = (2 inside, 1 outside)
. Page I
Hilb Residence Lot 8A Lions Ridge Subdivision
1465 Aspen Grove Lane ^-. Vail, Colorado
STUCCO
Porter Paint
"Greige"
#6712-2
WOOD TRIM
Superdeck
"Canyon Brown"
#t907
STONE VENEER
Gallegos
"Montrose/Telluride Led gestone"
with moss
EXTEzuOR LIGHTS
"Minka Amhurst"
ALUMINUM CLAD WINDOWS
Pella
"Brown"
#PR015l
ROOF SHINGLES
Tamko
"Tivoli Lodse Blend"
f'l8nilr+ O5 09: {Oa Rrnch CF€ek - Hr' tb {g7O} {?S-O33f p.l
Exf erior LightmC lnft nnation
Lot 8A Lions RidgcFiliry a
Minka Larery Amlrurst Colloction aLqo
C'arage 2 3zowallmount 5X60W :5,250lurnere (10,5fi)total) l" ^lgrygg
Garage lVlan door I f 3" wallnouut lxl0ow: l'?50 lurrns ?7 3+ ltz1
Entry I Pedsnt 5X60W = 5,250hsmns
GuestPatio | 2L" wallmoum 3X60W : 3'150 luntons
BgnkRoomPatb 1 13" wallmount tXt00W- t.?50 lumens
Mnster Deck I Pendant 5X60W = 5,250 lulosns
Bac[Patio2 21" wallrnormt 3X60W = 3,150 lumens (6J00 total)
Total 9 exteriot l'ixtures
fr-,", 1ss t*
V n?+o luwcr>-- u.8gs L|LS (e-\ L-7or*+-n7 .= l1.z :air^. x !---= 7Ab aA tv1 y a,F2
6 ' t4'J D€fl- 1rz-' 03 +Q.".Y{F,
=&l.'';'ra'-'
) -+ b'1 t'tZ5
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^)hru-rr Po",p rar io -- yto etrrne rar F 4-
Buxtrc tuoa' p, t t?2tv,+.tel'-,) _ b.1 <lL>
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M A,+rErL tu-rQp rf z y 4 _____7, G,Za> < lz,
( n Brr-'tc r,-fro @ # eab 1e=
8ou{ue +o
-t G.bsa 4'+
6,bb Ll->5l5o 1p
r lf'1'1r3 Ltz5'
+, r lur"l:/
Minka Lavery Amherst Roman Bronze Five-Light Wall Sconce (32'l/2" H) - 8819-57 - H"' Page I of 3
Bv Price
Fi'v---ltoFny-----|
By Keywordrilodelf
Minka Lavery
Amherst Roman Bronze Five-Light Wall Sconce (:
8819- 57
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. Finish: Roman Bronze'"
. Sold Brass Construction
. Cast Brass Accents
. Mouth Blown Seedy Glass
. 14 3/4"W x 32 Uz"H x 17" Ext.
. 5-60W Ca ndelabra
t\o rlz -Tq; $s1v'
t-jflibeo
iirb Dodn P?ttr..tal
l0'6'[tf#t€#ffi,
DESCRIPTIOT{
The Minka name ts synonymous with style and quality of workmanship For over 19 years' M
has built a reDutation for design excellence, service and lasting values' The Great Outdoors c
exception.
Crafted using only the finest materials including solid brass, cast aluminum and hand wrougf
Greatoutctoors'broadproduct|ineofover4oooutdoor|anternsencompassdesignsthatrea
any style or period of home. Many of the families are generously scaled and lend themselves
residential and commercial application.
within the Minka-Lavery line of products, you will see ouf enormous appreciation for the tim(
craftsmanship that go into each and every one of these beautifully designed fixtures. we hop
as much joy in displaying thes€ works of art on your home as we did in creating them'
The Great Outdoors........The Art of Exterior Lighting.
An exceptional series of exterior lanterns formed from solid brass and finished in Roman Brol
lanterns, with their large, mouth-blown seedy glass shq{ed like urfflare offered in four size!
ztlr'
Amherst Roman Bronze
Five-Light Wall Sconce $539.91 (32-r/2" H) - 8819-s7
Order Status lt-ogin I View Wishlist I view cart ( 0 ltems $0.00 ) lGiftRegistry lBrands
Lighting > Outdoor > Minka Lavery > Wall Sconce
r-80G643-9990
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l(1
@16tX93;
TE9T ED DALY I4.I.IAF
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3/r4/2005
]g rao ro crt *ree b wlth Li.t $f roo r'
['age I of I
311412005
l'agc I of 1
'. ,, ,,{i.j,
iil4t2005
LIGI.{TING FIXTURE 9AI1PLE9
L]6HT FIXTURE 'A'
CEILING MOUNTED PENDANT
''MAXIM LI6HTIN6 INT'L.''
voDEL #20421NOO8
ORIENTAL BRONZE FINI5H
12.5',N.X 24.5',H.
L]6HT FIXTURE B'
HAN6IN6 AALL MOUNTED
'MAXIM LI6HTIN6 INT'L''
ITEM# 204q1AGOB
ORIENTAL BRONZE FINISH
12.5',y1. x 26.5',H.
ShcelNu .t A Ncr Curtoo Rcrilclcc lor:hn G. Martin - Architec NOTIS:ksuc Date:
-d-
Dave & Anne Hilb
Irl t4 Blocl 2, |,ioo! Ridt! niry 4
Bufrehr Creclg Tom of Ya[ fuh Counq, C0
t0,Bd17ll Phod t$H.ltr9]bi tLll4igl f,'L(081fi1
DRB Preliminory: 02-21-05
twrd|lnliI0r
-r Elcle Rlven
-r=
Wrren & Santrnrton Dtsrntcr '-r-
846 Forest Road'Vail' Colorado 81657
ls70) 476-7480 ' FAX (970) 476-4089
March 16,2005
Mr. Dave Hilb
Ranch Creek Land Development Company
1592 Matterhom Circle
Vail, CO 81657
Subject: Access/Utility Easement and Maintenance Declarations for Lots 8A,
B, and C, Lions Ridge Subdivision, Filing 4, A Re-subdivision of Lot
8, Block 2, Town of Vail
Dear Dave:
I have reviewed the agreement between the Selby's and you regarding lhe above-
referenced property. The language in the paragraph referring to the 2-inch common
water service line and the 4-inch common sewer seryice line is appears to be sufficient to
protect both entities. The agreement will be placed in the customer service files of both
properties for future reference.
Please do not hesitate to contact me with any questions.
Sincerelv.
\*o\ $o$""
Fred S. Haslee
Regulations Administrator
Cc Robert E. Selby
Bill Gibson
Customer Service Files
FSlUmep
- }.5WSntSRegs\LettersV005gblbgApl*nre,rnr{eperRertoNs & Mrtrae er.'tEt'ri SEFVTcES N
F tL E /iilPy
Deperttnent of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I3B
FA.Y 970-479-2452
www.vailgov.com
March 4, 2005
John Martin
PO Box 4701
Eagle, CO 81631
RE: Hilb Residence - '1465 Aspen Grove Lane/Lot 8A, Block 2, Lions Ridge Filing 4
Dear John.
The Town of Vail Staff has reviewed the Design Review application for a proposed Hilb
Residence at '1465 Aspen Grove Lane. The following is a summary from that review:
. The address for Lot 8A shall be 1465 Aspen Grove Lane (88 = 1473 and 8C = 1467)
. Adjust the plan title blocks to read Lot 8A.. This property is located within a medium severity rock fall hazard zone. A site specific
geologic investigation must be completed and submitted in accordance with Section 12-
21-15, Vail Town Code. Additionally, a Geologic Hazard Review form must be signed
and submitted (see attachment).. A fire sprinkler system is required.. PE stamped retaining wall and tiered wall drawings are required as part of the building
permit submittal.
. Average slope calculations must be submitted (the average slope appears to exceed
30%, thus reducing site coverage to 15%).. A landscape area calculation plan must be submitted (the submitted plans do not show
the entire access drive, which must be excluded from the landscape area calculations).. Contact Fred Haslee at the Eagle River Water and Sanitation District: 476-7480.. Submit luminance calculations for the proposed exterior lights.. Site Plan:
- Delineate all required parking spaces.
- Adjust the retaining walls heights at the NW corner (TOW 8508' & BOW
8492') to not exceed 6 feet in height.- ldentify any disturbed areas not returned to a maximum grade of 2:1.
- Show erosion control methods.- Additional fencing may be required around the access drive and
construction staging areas to prevent rocks and debris from leaving the
site during construction.- Add a note that the driveway shall be constructed to meet the fire truck
weight requirements.
a'l.t
s?ta.i.'; i
IOIIN
Department of Community Development
75 South Frcntage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
Please submit revised plans and the additional information necessary to address the above
listed items. lf you have any questions or comments, please feel free to contact me directly at
(970) 479-2173.
Sincerely,
442Ch.-.2L
Bill Gibson, AICP
Town Planner
Town of Vail
Attrached: Geologic Hazard Review form
{ph".r*oror"
JotrnG
{frgnndn.m
Updated and clarffied exterior elevations, Lower level to scale, updated landscape
Biil.
The exterior elevatons we had subrnlfted wih package on 2-2145 included some line work done by
hand on the vellums and hand wriften notes. We are submitting to you more polished computer
generabd e&ior elerraton that indude some more descriptive notes. 4 sheets (A7 thru A10)
Also we have noticed that the Lorver Level plan was not plotted to scale, so we are including the plan
replofted at a scale. 1 sheet (F€)
The landscape plan b wbmifred with minor revisions after discussions with tte olvner. 1 sheet (Ll)
n0.Bor 1711
bgb Oo tl6al
Transmittal
TG
Gc:
F|o||r
Hsr
RsE
$rU:
Bill Gibson, Planner, Tom of Vail Com. Dev.
Dave and furne Hilb
Jefrey P ManleyAlA,
2t2U2005
Hilb Residence, Lot 88, Block 2, Lions Ridge Filling 4, Bufiehr Creek
. Page 1
TG
Frc||r
h
Rer
Bill Gibson
Torn of Vail
Jefrey P Manley
31@m5
Bufiehr Creek House, Lot 8A, Block 2, Linnsridge Filirg No. 4' Vail
$al RabedDRBdrarirgrbrcepordbT(nlcanmeras
Bi[,
We have revisedU|e EbrailbnsblespordbyourcornrnentregBrdingtte roddfiegr€atrmm
extendingabo\teteheigff of 33+f fmitanov6tredrive' Ttregtr4ed4i1p qtr+bbeloc#d
at BaSS'i and tpve a noor Or*r. Thb will allorr the drive to be at the 8485'0. TtE lou,€r roof arcund
tre great room (ma;1 levef) ur33 bruered S. Thbwilf revbe the vroist point of the rcof ridgp to be at 32'-
ff 'l;-urtEi(**iOole$earhre- Abo,trbrevisrindirlbrceSrcvtdorcorfigtrdigtcftcgreetrwn
bcfrangE Pleceleview.
Thanks,
Jeftey P Manby
o Page 1
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\_____
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9:
A Custom Singlehmily Residence For:
Ihve&AnneHilb
l{65 Aspn Gmve lane
tot Elo Block I tionsRidgeAiDg I
Bufiehr Crceh Town ofYai[ fule County, C0
Isue lhte:
oRB Submittol: 02-21 -2005
0R8:02-28-2005
T
zoNle cHpcK sln loc
n^r", z/zl/os'
Lcgal dcscriprion: Lor Rp _- Block Z Filing Addrcss I
Orrnff Da^re Fftlt
Arch itccr
AUa\vsd Eristing
4rs/6s-
Pronoscd
t;;l'v"tt^^+)
+ .1F;.7t Totel GRFi\= 10,53 |= fr %ja**'n
Sitc Covcragc
I{cight 6-(ear<ql)66
9-lo ^: H.)
Sctbacks
1,8o ts' ).
(30x33)
Fron t
Sidcs
Rcar
+p?8 4;tt
-
--ffi_
ll It ba.
1
-/ lUt. ?<tp
r
I
I .,.1.,\Itnrtr,'h
:^ cL+
d
"4t +*
)*
/
/\ r,/
/
iL,qzbfi gt64
3'7rano 1*-
,/
3 fncloscri
Lrndscaping
Rctaining \\tall I{ciglrts
Prrljng
Camgc Crcdit
Drivcrvay
aL,nL W-
3',t6',
Goo) C@ (eoo) (t2oo)
Pcrmittcd Slopc tL % proposcd Slopc 3 ,a
Ycs ./ No
Ycs--rl- No
l) Pcrccnt Slopc (< >30%) r h <
2) F)oodplain lulA
3) Wctlands I
5) Gcologic Ilazards
a) Sn orv Avalanchc
b) Rocldall
#
-r4r l,lru $
.-J(eqllrco 5
Conrplics rvirh TOV Ligtrting Orrinrncc
Arc finishcd sradcs lcss than 2:l ,509/")
Enr"ironm cn lal4{azards
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DESIGN REV'E}Y CIIECKLIST
Spot clcyations
Q SITE PLAN
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I00 1r. flood plain
Watcr Coursc Sctback
En viionmcn hl liazards
.l rees
Utilig locations
Building Height
Encroachmcnts
Sctback
Sitc Covcrage
EavcsiOvcrhangs (4)
Decks/Balconics
Garagc conncction
Sitc Cndc\Slopc
Rctaining lValls
Fcnces
Parking/Caragc
Turning Radius
Drivcrvay (acccss and gndc)
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Scajc
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[ix.isting hccs
Froposcd bces
L:gcnd
MiSCELLANEO],IS
Ccndo Approt'al
TitJc rcport (A & B)
I-tJilig.vcrifi cation form
Pfuotos of sitc
Building ryterial samplcs
C.C. Vcrification
Sul\Shadc Anglcs
Ut-litics (tndcrground)
Vir.:rv Corridors
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Littlehorn Engineering & Design, LLC tE D
970 Crrtcllo Avcnuc o P.O, Box 1739
Frlrplry, Colomdo 80,440 . (719) t36 ' 7120 (phonc) ' t36 '71l5 (h'()
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May 10,2006
Eagle County Building Dcparrnent
75 S. Frontage Road
Vail, Colorado 81657
Rcf: Structural Modifications for Dave Hilb. Lions Ridge, Block 2 , Lot EA
To whom it may concern:
This lettcr ir bcing providcd at the r€quest of Dave Hilb to address changcs that were made
during construction. All work shall comply with the requirements of the Eagle County Building
Departmcnt and rhe 2003 Internotional Code. The contnctor shall be responsible for all
construction and for maintaining e safe job site.
l. The sheer wall in detail45/Sl0 is rcquired, This shearwall is between bath #5 and the
staitway between the loft lcvel and the roof diaphragm, Scc attached diagam for item l.
2. The 2xl2HF#2 raftcrs in the ceiling alea of the master be&oom closct may be spaced 16
inches on center whcrc thc span is less than 7 feet. See anached diagram for itcm 2.
3. Thc 2xl2HF#2 raftcrs in the ceiling area of the shed roof dormer may be spaccd l6 inches
on center whetr the span is lcss than 7 feet. See attached diagram for item 3.
4, The 2xl2 tlF#2 raften in the ceiling area ofthe entry may be spaced 24 inches on center
where the span is less than 6 fea. See ansched diagram for item 4,
lrAY- 1l-29,46 9l :44 Pr.r L END o , LLC ?19 ?115 e56
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5. The anghor bolts uound the wine room at the basemcnt lsvcl wcrc spccified to be 5/8" x
10" anchor bolts at 32 inches on cent,er and within 12 inches of every comcr/plate end. I
understand that some of thcs€ w€rc not irutallcd to plan. To remcdy the problem, Mr.
Hilb may install a I l2-inch x lE-inch x 20 ga. length stecl snap from the studs to the
concrete wall cvery 16 inchcs whcre the anchor bolts art missing or spaced further apart
than 32 inches. Use 7-l0D nails in the stud and l-S/t" x 6" refro fit bolt (RFB) set with
EPOXY into the concncte pcr strap. Thc Simpson RFB shall bc set at least 5 inches
below the top of the concrcte wall. See anached diagram for iteni 5.
Wc appttciate the opportrurity to aesist you with this projecr If you have any questions, plrue
contacl us Et (719) 836'7120.
Sinccrcly,
Littldorn Enginccring & Design, LLC
John J. Littlehom, P.E.
cc: Dave Hilb, Property Gvncr
Enclosure
Page 2 of 2
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Littlehorn Engineering & Design, LLC liDtD '.
970 Cectclb Avlduc r P.O. Box 1739
Flillry, colordo t0il(t o (7ll) t36 - 7120 (phuc) . t36 - ?l l5 (hx)
(cS - .>., St
May 10,2006
Eagle County Building Dcpartmcnt
75 S. Frcnuge Road
Vail, Colorado 81657
Ref: Structural Modifications for Dave Hilb, Lions Ridge, Block 2 , Lot EA
To whom it may concern:
This letter is being provided at the request of Dove Hilb to addrcss changes that wcre made
during construction, All wort shall comply with the rcquircments of the Eagle County Building
Dcpartmcnt and thc 2003 International Code. The contractor shall be responsible for all
construction and for maintaining a safc job site.
L Thc shear wall in detail4S/Sl0 is rcquired. This shear wall is betwesn bath #5 and the
stainvey bcrwccn the loft lcvel and the roof diaphragrn. Sec atiached diagram for item l.
2- The 2xl2HF#2 raftcn in rhe ceiling area of the m.stcr bcdroom closet may bc spaced l6
inches on ccnter where fte span is less than 7 feet. See atnched dir,gram for itsm 2,
3. Th€ 2xl2Wfl2rafters in thc cciling rrea of thc shcd roof dormer may be spaced 16 lnches
on ccntcr whcre the rpan ie less thm 7 fect. Sec attashed diagram for item 3.
4. Thc 2xl2HF*2 rafters in the cciling area of the entry may be spaccd 24 inches on center
where the span is lcss than 6 fea. Scc attached diagnm for item 4.
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|'lAY-rO-2O66 06:5? Pl'l LEAD, LLc 719 7l r5 456
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5, Thc anchor bolts around the wine room at the basement levcl wcrc specificd to bc 5/E" x
10" anchor bolts at 32 inchcs on center and within 12 inches of wery corner/plate end. I
undcrstand that some of thcse werc not irJtallcd to phn. To rcmedy the problcm, Mr'
Hilb may instalt a I l/2-inch x l8-inch x 20 ga. lcngth steel $rap frotn the studs to the
co,ng1stc watt cvcry 16 irrchcs whcrc the anchor bolts arc mis$ilg or spaccd furthcr rput
than 32 inshes. Use 7- lOD nails in tlrc stud and I -5lS' x 6" retro fit bolt (RFB) sct wifl
EPOXY into tha concrgtc pcr strap. Thc Sirnpron RFB shall be set at least 5 inchcs
bctow thc top of the concrete well. See attached diagrarn for itcm 5.
Wc apprcciatc thc opportunity to sssist you with this project. If you havc any questions, plcase
conrscr us ar (719) 836 -',l120.
Sincerely,
Littlchom Enginccring & Ihsign, LLC
John J. Litlehorn, P.E.
cc; Dtvc Hilb, Property Owner
Enclosurc
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FtRE. suPPREssro 7 97 A6233636 P.6t
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FrAY-S9-20A6 92i46 Pn LEAD , LLC
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Littlehorn Engineering & Design, LLC
970 Crctcllo Avcouo
Fairplry, Coloredo t0440 . (? | 9) t 36 - 7 I 20 (Fonc)
. P.O, Box 1739 . t36 - 7l l5 (hx)
May 9, 2006
Eagle County Building Dcparunent
75 S. Frontagc Road
Vail, Colorado E1657
Ref: Stnrctural Modificatiqrs for Dave Hilb, Lions Ridge, Block 2 , Lot 8A
To whom it may concern:
This laner is being provided at the r€qucst of Dave Hilb to address changes that were made
during construction. We visited thc site on April 25,2006 to rcview thc changcs. All work
shall comply with the requirements of thc Eaglc County Building Departsnent and thc 2003
International Code. The contractor shall bc responsible for all construction and for maintaining
a safe job sitc.
1. The consete wall was jogged back to accommodate a tragh contoincr just outside the garage
door.
Two steel l-Beams (Wl0x39) were added below a log column in the loft arca.
A steel rod was eliminatcd in the outside timbsr frarnc above the garage over the oulsidc
deck. This md is shown on sheet S16,
4. A shed dormer was added upstairs in the loft area. The framing for thc shcd dormer
replicales the shed dotmer shown in plans opposite the new shed dormer. The dormer is shown
in lhc roof framing plan.
5. fui I l" x 17" R.S. DF#l beam was used to support the deck above the garage area. This
beam is shown on the main floor framing plan. This R.S. beam replaccs a glu-lam beam
spccificd in thc plans as 10,75" x 2l" GL 24FVE. This change occuned since thc overall span
of the beam was rcduced to 22 feet and tlre length ofthc cantilever was reduced to 3'-5".
2.
3.
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Joww QF VAIL
nAY-99-29A6 02 !47 P J'l 436
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Wc appreciatc thc opportuniry to assist you with this projec't. If you have any questions, please
contact us at (719) 836 -7120.
$inccrcly,
LEAD, LLC
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Littlchorn Engincering & Design, LLC
John J. Linlchom, P.E.
Page2of 2
TOWN OF VAIL FIRE DEPARTM
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #: 406-0030 /ful;*cc';5 ALARM PERMIT
Job Address: 1465 ASPEN GROVE LN VAIL Status . . . : ISSUED
Location.....: 1465 ASPEN GROVE LANE Applied . . : 0212812006
Parcel No...: 210301415022 Issued . . : 04126120f,6
Project No : i' i? \u _. OO({ >5 Expires . .: '10123120f,6
OWNER MEADOWBROOK DUPLEX INC 02/28/2006
]-592 MATTERHORN CIR
VATI-,
co 81557
APPI-,ICANT GARRISON MIILTI MEDIA, INC. 02/28/2005 Phone: 970-926-97O0
P.O. BOX 1515
EDWARDS
co 8L632
License:155-S
COIflTRACTOR GARRISON MULTI MEDIA, INC. 02/28/2006 Phone: 97O-925-97OQ
P.O- BOX 1615
EDWARDS co ar632
License: 1-55-S
Desciption: INSTALL ADDRESSABLE SMOKE DETECTORS, HEAT DETECTORS AND
SOUNDERS FOR A NEW SFR
Valuation: $3,250.00
Electrical ------ >
DRB Fee------ >
Investigation---- >
Will Call-------* >
TOTAL FEES-- >
$0.00
$0.00
s0. oo
s0.00
$3s3.88
FEE SUMMARY ,iX.+,i:t:t*x**til.,t{r*trx**xx**x*****i(tl.**+:r*:t**:r:}*<:r:f *{<*****x1.*x****
Total Calculated Fees--> 53 53 .88
Additional Fees---------- >s55.00
Total Permit Fee'.-----> S408.88
Paymenrs---..--------- > $408.88
BALANCE DUE-_---- >s0.00
Approvals:
Item: 05600 FIRE DEPARTMEITT
03/o7/2006 JJR Action: DN Denj.ed for the followj.ng reasons:
1. Reflected ceiling plans not provided.
2. Data sheets not provided for FACP, heat detectors and conductors.
3 . Required alarm time shall be 15 minutes per VFES standards.
4. Sequence of operations not provided.
5. zone list not provided.
6. Knox box. location to be approved by VFES.
04/24/2006 J,JR Acti-on: DN Denied for the following reasons:
1. Alarm plans ptaced on sprinkler plans without permission of sprinkler
engrneer,
2. Sequence of operations inadequate.
3. Monitoring method and agency is not stated.
4. Horn strobe model # not shown.
04/26/2006 JJR Action: AP Approved as noted:
1. Knox box required.
2. Storage beneath stairs sha1l have heat detection.
3. VFES Fire Alarm installation standards shall be followed. ( Standards are
attached to plans
and stamped. )4. Horn strobe shall be l-ocated in conjunction with FDC and approved by VFES.
5. provide .a.qo-t"Qdibility ro crear Room.
CONDITIONS OF APPROVAL
,(li************,t**
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-FOUR 2lJ5 FROM t:fi1 AM - 5 PM.
***********+************************************:t***:**:t ,t *,t *{.*{.*{.,}*****{.********,}****:*{.,t*****
TOWNOFVAIL, COLORADO Statement
***********************:I********++***********:*********rt{.**,1.***,}**:}****{.{.*t it,l. il.,} {.,} *,t** **+* * * i*t*
$408.88 04/26/200601 :39 PM
Init: DDG
Notation: Garrison Multi
Statement Number: R060000459 Arnount:
Pa)rment Method: check
Media, INC 3767
Permit No: A05-0030 TIT)e: ALARM PERMIT
Parcel No: 2103-0]-4-L502-2
SitsE Address: 1,465 ASPEN GROVE LN VAIL
I.,ocaLion : 14 5 5 ASPEN GROVE I,ANE
This Palment:$408 .88
***'!,1+********************:t******************!**:*,i,i*****{.**,t*t 't:t *{.***,r{.:r:r*****,}*,+*:t't'**1.:'t****{.
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
Total Fees:
ToIal AIJIJ PMTS :
Bafance:
$408.88
$408.88
$0.00
BP 00100003111100
cL 00100003123 000
PF 001000031r-2300
FIRE ALAzu\,l PERMIT FEES
CONTRACTOR LICENSES
PI,AN CHECK FEES
121-.88
55.00
232 . OO
V
orrrr*?o* wrLL Nor BE AccEP/TEDrrr*"o"rGX
/.oG- mSo
75 S, Frontage Rd.
Vail, Colorado 81657
application submittal and must include ,riftf ---. ^E Lr-r- 2^-- r --r:--a!^- ---!ai -
Proiect #:s-oov 3
./
Building Permit#:
Alarm Permit #:
C.ommercial &
COMPLETE VALUATIOI{S FOR ALARl,l PERIIIT (labor & }lateriab)
FireAlarm: S 3rAbtg-
FircAlarm shop dmwings are rcquircd at time of
Ital and must include information listed on the 2* page of this form. Application will not be accep'ted without this
information.
COIITRACTOR INFORIIATION
Fire Alarm Conhactor:
d ct r r i Sor,/ ///t/1, /ilt /; o,fi r
TownofVail Reg. No.:/ss-s Contact Person and Phone #'s:
7-4,n C,or.itans ?7o 3 7 6'SbV?
E-MailAddr€ss: g\.,r^.\nc_@Ja.\l .ne-t Fax#: q)6 -Q a(o -a)OO
Contractor Signafurei ...? / 4-t4-e
ffid
,$
4s*ssrs
robName: b,ue+ Arnu 1, /A robAddress: /465 .fl*yC*ye- Lane-
nting: lio$ ?idge
/S?Z /(l.,J*c'.h"J Hane: 4>6705/
rl<,-t raS'cQ^ ee 3 4e,-.t f /oors,
Altf*/l .tdo(^ esru b/e, snake- 4efe<1"s,Aeol "le/e"/a.t,
t Mea't f ) ou .'aonef t eej,,y'r,.z e e.
) Remodel ( ) Repair ( ) Retro-Rt ( ) Other ( )
Type of Bldg.: Single.family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
Does a Fire Sprinkler System Fristr
28 2006
.rowN d/ff'ilfrrr-
**9*ipqp q;FICE llSE Ot{Ly****r* J.**r.*r.*rrr********r****i*
APR 2 1 2006 il
l
PasP-l,
k;lLr',rl.i r;l: VAIL
^^r4 fr:-
F:\cdev\FoRMS\PERMITS\Fire\alarmj€rm_12-05-05.doc
BuiHing Permit #:
Alarm Permit #:
AppLIcATrtrLL Nor BE AccEprED rF u{cor.rputR
Profirct #:t-oov 3
/.oG- mSo
C.ommercbl & Resklential Fire Ahrm shop drawings are requircd at time of
apolicatbn submittal and must include informaUon listed on t{re
2d page of thb form. Appllcation will not be aepmd without thb
information.
CONTRACTOR. IN FORIIATIOT{
COMPLETE VALUATIONS FOR ALARTII PERMIT (lAbOr & }IAICTiAIS)
FireAhrm: $ 72\C.'S-
*************l* tl* ****r**************l*FOR OFFICE USE OI{LY*** *****!t** ********* *** *** * *** **!r****
I
10vt{trvAnl,
75 5. Frontage
Vail, Colorado
Rd.
81657
Fire Alarm Contractor:
d a r r i eot / //Jl' /ilt /; ^,/tr z.
Town of Vail Reg. No.:tss-s Contact Person and Phone #'s:
7-d'n 1or.itats ?la 37 6-SbV?
E-],fail Address: 4 \."". \ ',. e_@ Jo,.\ | ,4e-'f Fax#: q)6 *9 2G -n70Q
I rs Oltu at 97G328-8&4lI or visit
robAddress: /465 .A**C*"e Lanc-Job Name: b,ru + /)nnu 1, /A
suuMsion: Bu&"kr C.--/<frlirg: lio$ ?id92
4767aSl / s 72 /l'1"/*,-h,.J
Detailed Location of work:
lJevr re-r,ele ^ L e 3 qeu., l/oorr,
A;ttl/l c+olJr esJu b/e- >na/<e- dl/e'c-f'rs,A e,^/ ol e/ec/a.',, , MeL"l
7- > a 6 a','1et't Re5.,Z/,-ace-
Work Class: New($ Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other ( )
Type of Bldg.: Singlefamily (*) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
trlo. of Existing D,velling Units in this buildirg: I No. of Accommodation units in this building: r
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist:
iEqEit v/rEF ----l-titl ---FEB 28 2006
lU)
rowrv dF/ffirl l w*ffi\ou
Page 1 of 4
o
EPARTMENT OF COMMUNITY DEVELOPMENT
o
D TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M06-0025
5o r-'oo';5-
Job Addressr 1465 ASPEN GROVE LN VAIL Status . . . : ISSUED
[,ocation.....: 1465 ASPEN GROVE LANE Applied . . : O2ll5/2W6
Parcel No...: 210301415022 Issued . . : 0310t1200,6
I-egal Description: ?R SOS,oOl S Expires . .: 08128/2m6
Project No :
o['tNER MEADOWBROOK DUPIJEX rNC O2/L5/2O06
1592 MATTERHORN CIR
VAIIJ co 81657
APPIJICANr WESTERN FIREPI,ACE SUPPIJY, INO2/L5/2006 Phone: (7L9) 59L-0020
1685 PAONTA
COI,ORADO SPRINGS
coLoRADO 80915
License: 323-Nl
CONTRACTOR WESTERN FIREPLACE SUPPLY, T,N}2/L,/2006 Phone; (719) 591-0020
1685 PAONIA
COI.,ORADO SPRINGS
coI_,oRADO 80915
License: 323 -M
Desciption: INSTALLATION OF 2 WOOD BURNING FIREPLACES AND 3 NATURAL GAS
FIREPLACES FOR A NEW SFR
Valuation: 527.614.62
Fireplace Information: Restricted:# ofcas Appliances: 0 # ofGas [.ogs: 0 # of Wood Pellet: 0
Mechanical--> 8550.00 Restuarant Plan Review- >
FEE SUMMARY ***r.:i'a'r+'i(:t *tr<*+:t****{.*'ir.**'t{q.{r't'*'t,1.:}'1.,i:t'iir*,f :r*i(,f {.t r.,t**,r*'ir***)t,i*
so. oo Total calculated Fees__> 9703.00
$0.00 Plan check--> $140.00 TOTAL FEES--------> $703.00 Additional Fees------ >
Investigation- >
Will Call---- >
$0. 00
s3.00
Total permit Fee_____ > 9703 . 00
BAI-ANCE DUE.----- >
$r03.00
IIEM: O51OO BUIIJDING DEPARTMENT
02/20/2006 cgunion Action: cR see comment s
02/27 /2006 cgrrnion Action: coI{D see r,/H/N
ftem: 05500 FIRE DEPARII'IEMI
CONDITION OF APPROVAL
Cond: 12
(BI.,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IA}TCE.
Cond: 22
(BLDG. ) : COMBUSTION ATR IS REQUIRED PER CIIAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THB 2OO3 IFGC AS MODIFIED BY TOWN OF VAIIJ.
Cond: 23
(BLDG.): BOIILER INSTAITLATION MUST CONFORM TO !4ANIIFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BI-'DG.): GAS APPIJIAI{CES SHALL BE VEIiITED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BL'DG.): ACCESS Tp MECHANICAL EQUIPMETflT MUST COMPI-,Y WITH CHAPTER 3 OF TIIE 2003
lMC AT{D CHAPTER 3 OF TIIE 2
Cond: 31
IFGC.
(BLDG. ) : BOILERS SIALL BE MOUNTED ON FIJOORS OF
I,ISTED FOR MOI]NTING OIT COMBUSTIBIJE FLOORTNG.
Cond: 32
(BLDG.): PERMIT,PIAf.IS AIID CODE AIIALYSIS MUST BE POSTED IN MECHANICAI-, ROOM PRIOR
TO A}I INSPECTION REQT'EST.
Cond: 30
(BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FIJOOR DRAIN OR OTHER APPROVED
MEA}IS FOR DTSPOSING OF IJIQUID }IASTE PER SECTION 1004.5.
Cond: CONO007831
rn€rximum gas log set input rating for the Heat and Glo Exclaim-so is 100,000
btu.
m.rximum gas log set input rating for the Contempo fireplace is not
specified in the manual . Lirnited to 30,000 btu per TOV policy unless listing
can be provided.
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-FOUR HOURS IN ADV BY TELEPHONE AT 479-2I OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
AND OWNET
o
003
NONCOMBUSTIBITE CONST. ITNLESS
***'t*****************+***+**{.{.******++******t***********,}************'}****************'}*****
TOWNOFVAIL. COLORADO Statement
*{.******+f,** ***++*+**** +***+ * * * * * ** *****+**+* ***+* tr**+**** ** * $* *+ *+* * ***f ** * * ** * **** '1.+** *d. +!t
Amount: $703 .00 03/ot/20o6]-2:01 PM
hit.: DDG
Notation: Westsern
Statement Number: R060000185
Palment Method: Check
Fireplace 1123
Permit No: M06-0025 1)4>e: MECIIANICAIJ PERMIT
Parcel No: 2703-OL4-L5O2-2
Site Address: 1455 ASPEN GROVE LN VAIL,
Locat,ion 3 1455 ASPEN cROvE LANE
Total Fees:
This Payment:$703.00 Total ALL, Pmts:
$?o3. oo
$?03. oo
Balance: $0.00
* ** * * * * + **+*i********+***+**f,*+***t +******{.{.*!t*{. * * * * ****,}*** ************ ** +* ******'}***** * '} * *
ACCOUNT ITEM LIST:
AccorDt Code Description Currenf PmEs
MP 0 010 o 00 311110 0
PF 00100003112300
wc 00100003112800
MECHANICAI PERMIT FEES
PLAN CHECK FEES
WIIJL CALIJ INSPECTION FEE
560.00
l-40.00
3.00
I
.-
---
-
lltrSrEDtl
r EIDIEI I;E I - !-r-r rr-r--wPFIY
23698 N. Highway 24
Mintrm, CO 81645
(97O) 827-9623
Fo< (9701827-s222
Great Room;
HeafihRoom:
FamilyRoom:
Subject: 1465 Aspen Grove / Meadow Brook Inc.
Chris:
Ou the following page you will find a revised applioation for 1465 Aspe,lr Grove Lane.
The iirqrlaces are as follows
Feb'?1.2OOE 16: OO IdFTERN FIREPLHCE SUPPLY
Date:2/2I/O6
To: Chris Gunion
Company: TOV Build- Dept,
Fax: 479 2452
Pages: Two (including this coverpage)
Contcmpo PFM42ST il Hargrove Gas Log (wood burning with
gas log)
Heal & Glo Exclaim 50T w/ I{argrove Ga-s l,og (wood buraing
with gas log)
Fireplace Xtrordinair 3SlrVXL direot vent gas fireptace
p. r
+Cory Denissen
Western Fireplace Supply, Inc.
(appliance)
Master Bedroorn: Fireplace Xtrordinair 35CB direcrt vent gas fireplace (appliance)
If you need any further infornation on tlrese fireplaoes please let me lrnow.
Thank you,
1 o6'oozt
lEiO:rFlVltrn
tn\
FEB212006
,ul lt
TOWN OF VAIL
F]
m
fs.b 2!: 2096'
n2/21l2oAA 14 :32
I 6:
FAX
OO IJE ERN FIREPLFCE SUPPLY 37rJA?'l9222
g 7082? ge ?TESIENH FIREPLACE
APPLTCATION WT&L NOT BE ACCEPTED tF INCOMPLETE OR UNSTGNED
ProJ€ct #l
Bultdlng Perrnlt #r
qa0ol/oot
Mechanicaf Permlt #i
--
g7o- 479- Zl 49 ( In3Fectlons)
fttoc "co{ r
910->
TVWI|OFYAIL
75 S, Frontrge Rd.
Vall, Colorado a1557
Provldo MGch.nic.l noom l-ayout drawn to rcale to Indude;
o Meclranical Room Dimen:long
o Cornburtipn Air Dudt Sizc and Locatron
o Flucr ycnt Ind Gas Line Sizc rnd Loctt'on
o Hegt Lo.s C!lc.'
tr Equipmcnt gut/sDCC Shcats
Perrilt wtrl nst be aEsePteC wlthout the following:
llonb 9.vlsit far
Job Nam*p .rar\sus B1ooVt an[.: * *J,..., r. t,* f2o Wr!"2 *T
Legal Dcscrlpllon Lot/ A Block:fl.Fllln9l tr
Wl Address: rtd&, SS+g,fJ.18f,r I qrar,rql Pnone? ? o - I zra - 7'z c, 2 r -
Englnecri Addfess:Phohe;
t*r i{fi <Jryi
i"SD o.nl- a atec*, ueJ\+ oa.s-S.rL ntn'Foq.' 0
work Ctrss: Naw ( ) Addillon |,/f'' AlteraBon ( ) Repair ( ) g!!9LLl
BorJer Locsrlon:' lnterlof ( ) Erteflor ( ) other( )ooes affittU erst "i thr$ locrtlcn: Ye3 ( ) Ns ( )
Ty96 of Eldg: Single.famlly of,) Duplcx (fl' ?4ultr-frrnfll ()co'm rrl ( ) Rert,urent ( ) other( )
#G,-of eccornmooai:on Unlts In this bullding:No. ot Exjiti,lg Dwalling Units ia this bulldingr
nonvepr rr'.or".." t"rstr*, c.r epptt.t*es ( t ct. t*r ! t lodr1rlle! ( i llf,lodt Butnlm i::]=
No/Type of Fireptaccs prsposedr 6as Appltanccs ( ) E"s-IG ( ) wooo/pettet ( ) Wood Eurning (Nor AtLovr
Tithis a convcrllon lrom r wOOd lurning fireplace lD an EPA Pha* u oet'et vt :
/€D)
coMpLETE VALUATION FOR MECHANTCAL PERMTT (tabor t Materfalt)
MECHAf.llCAtr I
CONTRACTOR IN FORTIATION
zt j V$-ltl?$ -5glo-
* * *{. t}* tf.+{. * * *f + *+ {j i +* * tt*+ ti 't trtr * | rt*t* +t*rts *** {. tf *:t * l.
F r / av lryonc /tormrl rr.<h Ftrttl
*FOR
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Legal Description:
Project No :
Job Address: 1,+65 ASPEN GROVE LN VAIL
Location.....: 1465 ASPEN GROVE LANE
Parcel No...: 210301415A22
o
EPARTMENT OF COMMUNITY DEVELOPMENT
o"
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITB AT ALL TIMES
MECHANICAL PERMIT PCrMit #: MO6-OOO2
lqlep- oo\3
o$tNER MEADOWBROOK DUpr,EX rNC 0l/04/2006
1592 I,LATTERHORN CIR
VAIIJ
co 8L557
APPLICANI METAI-, DESIGN INC. 0L/04/2005 Phone: 970-479-0507
P.O. BOX 3905
VAIIJ co 81557
License: 155-M
CONIRACTOR MBTAI DESIGN INC. Oa/O4/2OO6 Ptrone: 970-479-0507
P.O. BOX 3905
VAII-,
co 81657
I-,icense ; 155 -M
Desciption: BOILER EXHAUST, COMBUSTION AIR, HRV, BATH/RABNGE VENTING
AND HUMIDIFICATION FOR A NEW SFR
Valuation: $52.000.00
FireDlace lnfomution: Restricted: Y # ofGas Appliances: 0 # of Gas Logs: 0 # of wood Pellet: 0
Mechanical-- > S1.040 - 00 Resu.rarant Plan Review->
Plan Check--> g25o.oo TOTAL FEES---------> S1,3o3.oo Addidonal Fees------>
Investigation- >
Will Call----- >
$0.00
93.00
Total Permit Fee------ > 51,303-00
Payments--*---*-:- > $1,303.00 r BALANCE DUE-----> 50.00
IIEM: 051.OO BUII.DING DEPARTMEIiTT
01-/04/2006 JS Action: AP
IICM: O55OO FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG. ) : COMBUSTION AIR IS REOUIRED PER CIIAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2OO3 IFGC AS MODIFTED BY TOWN OF VAII,.
Cond:23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO I.IANUFACTURER'S TNSTRUCTIONS AIID
CHAPTER 10 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPITIANCES SIIAITL BE VENIED ACCORDING TO CHAPTER 5 OF TIIE 2003 IFGC.
Cond: 29
(BI-'DG.): ACCESS TO MECHAIiIICAIT EQUIPMENf MUST COMPL,Y WITH CI{APTER 3 OF TIIE 2003
3os-oosr
Status...: ISSUED
Applied. . : 0ll%12006
Issued. . : 0l/Ml20f,6
Expires. .: Wl05/2ffi6
FEE SUMMARY d(r(d<*,t,t*r.******'t!t*'***!*{**)*!t**:t*!t*{.!tt *rt******'t*:***************
So.oO Total Calculated Fees--> $1,303.00
50. 0o
IMC AND CHAPTER 3 OF THE 2OO3 IFGC..
Cond: 31
(BLDG. ) : BOTL.,ERS SHALI-, BE MOIINIED ON FLOORS OF NONCOMBUSTIBLE CONST. IINI-,ESS
LISTED FOR MOT'NTING ON COMBUSTIBIJE FLOORING.
Cond: 32
(BLDG.): PERMIT,PIJANS AND CODE A}IAIJYSIS MUST BE POSTED IN MECIIANICAL ROOM PRIOR
TO AN INSPECTION REQTTEST.
Cond: 30
(BLDG. ) r BOTLER ROOMS SHALL BE EQUTPPPED wrTH A FI-,OOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF I-,IQUID WASTE PER SECTION 1004.5.
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-FOUR HOTJRS IN AD BY TELEPHONE AT 4?9-2149 OR AT OUR OFFICE FRoM 8:00 AM - 4
PM.
CTOR FOR AND OWNEI
+* * **** * * ****+*** * * * * *****+********** * * ************* *******:f ******:1.{.**** * *:1. {.* *******,1.** {. * * *+
TOWNOFVAIL, COLOR{)O Statement ***++*******t**************+*********,t .t ******** **** * * + + * * * * * *:! * * * * *:*:l * * * * * * * *:* * * * * * * * * * * * * * *
Stat,ement Number: R05000001-2 Anount:
Payment Method: Check
*49 5L
$l-,303 .oo 01,/06/20051r.:45 Arvr
Initi LT
Notation: Metal Design /
Permit No: M06-0002 T)4)e: MECHANICAI PERMIT
Parcel- No: 2103-074-7502-2
Site Address: 1455 ASPEN GROVE LN VArIJ
I,Ocation: 1465 ASPEN GROVE I,ANE
Total Fees:
This Payment:$1,303.00 Total ALL Pmts :
Bafance :
$r-,303.00
$1,303.00
$0.00 ***+** * * * * * * * t + * * *********t**** * *****+**** + * * * * * * * ***,1* * * * * * **** * * * * * * * ***** * * * * ** ** * ***** * *
ACCOUNT ITEM LIST:
Accormt Code Descrlption Current PmEs
MP 00L00003111_100
PF 0 010 00 03 L123 0 0
wc 0 0 1 0 0 0 0 3 r- 1_ 2 I 0 0
MECTIANICAI, PERMIT FEES
PLAN CHECK F'EES
}JTIJL CALI' INSPECTION FEE
1.,040.00
250.00
3.00
Jan
I
04 06 ooP Des i gn, I nc -p.2 al o s"o-f,S-oso?
ntnucarron wrLL Nor BE AccEprED rF rNcompi6io*:!#?Tt_P}!glq=q V-?
\ ili'ii::'L"J'Hl,*"-*ffim=
97 O-47 9-2L49 (InsPections)
75 S, Frontage Rd. 1
Vail, Colorado 81657
Permit ttltl not be accepted without the following:
Provide Mecflanacal Room Eyout drawn toscale to include:
Person and Phone #'s:3?D- ot€[Mecha nical Crntraclor:
COMPLETE ICAL PERMIT Labor & Materials
n**CEru6tblij
itr ,r r, c)f I
Assessors Office at for Parcel #
Work Class: New (( ) Atteration( ) R9lgIl_l__othur( )
D"er an EHU "-fst "t this location: Yes ( ) No ( )B"iler, L"-fion: Interior (,2) Exterior ( ) Other ( )
iype of Bldg: Single-family (,nt' ouptex ( )f'lufti-famify ( ) Commercial ( ) Restaurant ( ) Other ( )
G. of nccommodation units ln this bullding:
No. of Existlng Dwelllng UnlE in this building:
Proposed: Gas APPliances (@iet( ) wood Burning(NorALLowED)
vice? Yes( ) No a wood burning fireplace k
r:rcdeAEUILDIO\+PUCATIONSWECHPERM2ooS DoCI
/, ./
, \10t i
I-?v-gq!T:UEY, i
Jan o1 ooP o6 p- 1
Metal Design, .fnc.'/u7,
'ralr.: u?u,-
{elal Desigtr, fnc.
'.O. Box:3906
(ait, CO 81658 '
.
Tel/Fx 970 479-0507
i
N,r-t
J4s e
l"lettDesign, rnc.
'l
Coo ot Mtl
o
ARTMENT
o
TMENT TO\YN OF VAIL FIRE DEP
75 S. FRONTAGEROAD
vArL. co 81657
970-479-2135
VAIL FIRE DEPAR
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit #: F05-0034
Job Address: 1465 ASPEN GROVE LN VAIL Status . . . : ISSUED
Location.....: 1463 ASPEN GROVE LANE Applied . . : 07129120F5
Parcel No...: 210301415022 Issued . . : l2ll6l2m5
Project No , T'R I 6;5 Oo .( J Expires . .:
OI'INER MEADOWBROOK DUPI.,EX INC 07/29/2OO5
1592 MATTERHORN CIR
VAII,
co 81657
APPLICANT IJISA'S RELIABLE FTRE SUPPRESOT /29/2OO5 PhONE : 97O-230-044L
436 WIIJIJ AVENTIE
RI FI,E
coLoRADO 81_6s0
Li-cense: 705-S
CoNTRACTOR L,ISA'S RELIABIJE FIRE SUPPRES}T /29/2005 Phone: 970-230-044'1,
436 WTIJIJ AVENUE
RI FIJE
corroEADo 81-650
License:705-S
Desciption: install fire surppression system in new residence
Valuation: $32,000.00
*+)t *:|rt *i. + i.* + i* 't,t *
$0. o0 Total Calculated Fees--> $1, ?10.00 $0 . 00 Restuarant Plan Review-- >
Plan Check--> 5350.00 DRB Fee-------------- >
Mechanical--- >
Investigation- >
Will Call---- >
90.00 AdditionalFees----------->
Payments--------- ------ >
BALANCE DUE--_---_ >
s0.00
$1,710-00
$0-00
So.oo TOTAL FEES------..----> $1,710.00 Total Permit Fee-----) 51,710.00
s3.00
Item: 05100 BUfI-,DING DEPARTMEIiT|
Item: 05600 FIRE DEPARTMEMT
o8/23/2oo5 mvaughan Action: DN 1/8' plan not approved.
prv settings are not approved
L2/09/2o9s Mccee Action: AP New plans and hydraul ic calculations
received
!2/7/os.
Applicant must contact Comnuni ty Development to reconcile address, names, and Iot
numbers, rnformation submitted is not consistent with associated data.
Approval is granted based on Eng'ineer of Record approval and consultation with
Tyco and AHif
rev1ew.
Spacing of sprinkler heads must comply with approved plans - no variation without
written approval of Engineer of Record and AHJ.
Equipment submittals for fire sprinkler heads are based on empirical test data
for L.,FII 4.9 K
heads onLy. No change in sprinkler heads is allowed.
Cond : 1- 2
CONDITION OF APPROVAL
(BLDG.): FTEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR
o
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, lnternational Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIJ'R HOURS IN ADVANCE BY TELEPHONE AT 479.2T35
FROM 8:00 AM - 5 PM.
SIGNATURE OWNER OR CTOR FOR HIMSELF AND OWNEF
ri:*'irt:air,t*+'t+*:i:F't**'t,tt't****r*iri{rt*t++,i,}+*,t'*ir
+++{r{r'ttl'f**+*+******+***+lr'a{r**ftl**+**'tt*tf*tttfft*+**+*******++**t*+++++*+t+t*+t*+t++{'++{rft'
Statement. Nutdber:
Palment Method:
Reliable 1321
R050002179 Anount 3 $1,710.00
Check
t2/t6/20osr0:29 Atr!Ini!: DDG Notalion: IJisat a
Permit No:
Parcel No3
Site Address :
tocat,ion:
This Palment:
F05-0034 T14te: SPRINKITER PERMTT
2to3-oL4-1502-2
1465 ASPEN GRO\TE I-,N VAIIJ
1463 ASPEN GROVE I,AIIE
$1,710.00
Tocal Fees:
Total AIJIJ Ptnts:
Balance:
$1, 710 . 00
$1,710.00
$0.00
Current tlnts
ACCOI,JNT ITEM LIST:
Account Code
BP 00100003111100
PF 00100003112300
Descriotion
SPRINKIJER PERMIT FEBS
PITAII CHECK FEES
1,350.00
350.00
EPARTMENT OF COMMUNITY PMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
o
DEVELO
ELECTRICAL PERMIT
1465 ASPEN GROVE LN VAIL
1465 ASPEN GROVE LANE
210301415022
P t< s c''> -c{' '( )
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2r38
Job Address:
Location.,,..:
Parcel No...:
Project No :
Permit #:
Starus . . .
Applied. .
Issued.
Expires .
E05-0162 -Bc,; cc.t3-
: ISSUED
: 08104120f5
: 08/10/2005
.: 0210612006
OI{NER MEADOWBROOK DUPLEX rNC 08/04/2005
1-592 MATTERHORN CTR
VAIL
co 81657
APPI-.,ICANI EAGLE/SIn'IMIT ELECTRIC COMPAN0S /oq/zoos phone: 719-836-35s9
P.O BOX 744
FAIRPI,AY
co 80440
License:2L3-E
CONrRACTOR EAGLE/SI'MMIT ELECTRIC COMPANoS / 04 /2005 Phone : 719-835-3559
P.O BOX 744
FATRPLAY
co 80440
I-,icense: 2]-3-E
Desciption: ELECTRICAL FOR NSF
Valuation: $28.000.00 Square feet: 8500
FEE SIrtI\,tMARY **,tr.*+:t:**'*+*'*1.*:i***:t*********l(*i(**1.**'i.*it+:t:ti.{.*'t*************
Electrical--*---- >
DRB Fee--------- >
Investigaiion-- >
will cdl--------- >
08/os/2oos sraHN
Item: 05600 FIRE DEPARTMENT
s385.25
$0.00
$0.00
s3.00
Total Calculated Fees-- >
Additional Fees------- >
Total Permit Fee------ >
Palrrents------------ >
$388.2s
$0.00
$r88.2s
TOTAL FEES-- > 3388 .2 s BALANCE DUE-------> S0 . 0 0
Approvals:
Item: 05000 ELECTRICAL DEPARTMENT
Action: AP
CONDITIONS OF APPROVAL
Cond: 12
I"*?.9;]-;.-lT,3l?..I.T::RglT-?15--*I-IIPJ:*"*?-J3-*"-1"*:*-*?*.:P.?.1.S-9yi.11H93;-...-..****** j,**+,*******,,.******
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fulI 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-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:ff) AM - 4
FOR HIMSELF AND OWNET
***ii**l'******++********++*t*******{r++{'********+*t+*************************{.***{.*{.*,1.*'t *{.***
TOWNOFVAIL, COLORADO Statement *+**+*+*****++t+f,********t+f+i***** * * tt+****+** **** **** * **** ****** * * + * * + * * * * * * * * * * * * * * * * * * * *
Seatement Nuniber: R0500012?3 Amount: $388.25 08/70/200502:40 pM
Pa)ment Method: Check
Electric 5345
Inits: DDG
Notauion: Eaqle Sulnmit.
Permi t, No:
Parce1 No:
Site Address :
IJocation:
This Payments:
EP 0 010 0 0 0311110 0
wc 00100003112800
2]-o3 -or4-1502-2
14 5 5 ASPEN GROVE I.,,N VAII,
1455 ASPEN GROVE I,,ANE
$4>e: EL,ECTRICAL PERMIT
TotaL Fees:
Total AIJIJ Pmts :
Balance :
E0 5 - 0152
$388 .2s
+*'t't*'l** ***** * t+{r**'t't*********t* *t +**** * * * * + * * **** **** *****++* * *** ** ******+*+*+**** *********
ACCOUNTITEM LIST:
Account Code DescriDt ion currents Pmfs
$388.2s
$388.2s
$o. oo
EI.,ECTRI CAI, PERMIT FEES
WILL CA],L INSPECTION FEE
385.25
3 .00
Building Permit #! .4.") ri -r-, "
:.,
Electrical Permit #:
75 S. Frontage Rd.
Vail, Colorado 81657 (P5'oLU?-
CONTRACTOR INFORMATION
Town of Vail Reg. No,:
." ,/! ' .+
L. ., rf "/
Contact Person and phoiEJCl-
,Fr*,rt.',r' q?l lilh'</
E-Mail Addrdss:
ir/l
COMPLETE sQ. FoorAcrlor-nnee ok*wgR( AND VALUATToN oF woRK (Labor & Materiats
AMOUNT OF SQ FT IN STRUCTURE:3t ELECTRICAL VALUATION : $
Assessorc office at 97o-329-8640 or visit www.eaqle-countv.com for parcel *
Job Address:
_" | 1 t'.y4 , .t:t ,-r i . .t .- ,
Lesat Descripuon fl r-oe d7; fl arocr:Filing: R
""5 t v'i"'Phone: '?,t'*.l Engineer: ltAaAres$Phone:
-
work clurs, NuS(5. Add ut ( ) R"pair ( ) Tcmp eowerlq) other ( )
WorkType: Interior( ) Exterior( ) Bothf-)Does an EHU exist at this location: yes ( ) No K )ffi .?
No. of Existing Dwelling Units in this buildinq: I -r No. of Accommodation Units in this building: G
ts ttis p"rmit for a n ofd
Does a Fire Sprinkler System Exist:Yes (No'(t')Does a Fire Alarm Exist:Yes( )Nd{()
Contad
* ** * * ** ***** * * * * **** *
Fsr /s:
F:\cdevtBUlLDING\APPLICATIONS\ELECpERM2005. DOC REC'DAUG-32pR5;,'rs
x
\
o
B
a
I0ril0F
Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005
o Overhead seruices are not allowed in the Town of Vail.
;r Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be located next to the meter on the exterior wall of the structure easily
accessible.
All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling unib, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and spaces are accepted.
NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories,
No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail,
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
o All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
o If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
o If this permit is for installation of an elterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verify that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
o If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.
q If this permit is for a commercial space, two (2) sets of stamped drawings are required.
I have read and u
If you havd If you havdlnfiquA*lgS.r€garding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be
reached on Tuesday, Thursday and Friday mornings behlreen the hours of 8am and 9am. You
may also leave a voice mail and the inspector will call you back.
F;\cdev\BUILDING\APPUCATIONS\ELECPERM2005.DOC 0'1/06/2005
o
EPARTMENT OF COMMUNITY DEVELOPMENT
o
D TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M05-0098
B"'5-oa55-
Job Address: 1465 ASPEN GROVE LN VAIL Status . . . : ISSUED
I-ocation.....: 1465 ASPEN GROVE LANE Applied . . : 05124/2005
Parcel No...: 210301415022 Issued . . : 07ll9l2W5
ProjectNo '. ,D;. ' - Expires. .: 01/1512006 r u a2 -oor5
OWNER ME,ADOWBROOK DUPIJEX INC 05/24/2005
1.592 MATTERHORN CIR
VAII-,
co aL657
APPI,ICANT TROPICAI, HEAT INC 05/24/2005 Phone z 925-3126
PO BOX 4747
EDWARDS
co 81532
License: 283 -M
coNrRAcToR TRoPrcAr-, HEAT rNc o5124/20os Phonez 926-3L26
PO BOX 4747
EDWARDS
co 8L632
License: 283 -M
Desciption: NEW SFR-INSTALL RADIANT FLOOR HEATING AND BOILER SYSTEM
Valuation: $79.769.00
Fireplace Information: Restdcted: Y # of Gas Appliances: 0 # ofGas Logs: 0 #of wood Pellet: 0
FEE SUMMARY ***'i'!t*+:i:t:i'i't'a*t!*:**'*d<*x<**'i,**{(,1.**l.i<*trr:f:t:f,i**'*t:li:t't*'i!t*:*d(+*:*{.{({(*
S0 . 0O Total Calculated Fee$_- > 92, 003 - 00 Mechanical*- > 51,500.00 Restuarant Plan Review- >
Plan check--> $4OO.OO DRB Fee--*:-------- > S0.00 Additional Fees------> $0.00
Investigation- > $0. 0o TOTAL FEES------> S2, oo3 . o0 Total Permit Fee-----> $2 , 003 . 00
Will Call----- >$3.00
Item: 05100 BUIL,DfNG DEPARTME\TT
os/24/2oos Js
Payments----*------- >
BALANCE DUE--_-- >
s2, 003 . 00
90. 00
06/2L/2OOs GCD
Action: AP
Action: AP
Item: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLTANCE-
Cond:22
(BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF TTIE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOrtlN OF VAIL.
Cond: 23
(BL.,DG.): BOTILER INSTAITLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CTIAPTER IO OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPITIANCES SIIAI-,IJ BE VElilIfED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG. ) : ACCESS TO MECHANTCAIT EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF TIIE 2
Cond: 31
IFGC.
(BLDG.): BOILERS SHAI-,L BE MOITNTSD ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
I-,ISTED FOR MOTINTING ON COI'IBUSTIBI,E FIJOORING.
Cond: 32
(BLDG.): PERMIT,PLANS A}ID CODE AIIALYSIS MUST BE POSTED TN MECHANTCA]-, ROOM PRIOR
TO AN INSPECTION RBQT'EST.
Cond: 30
(BLDG. ) : BOILER ROOMS SHAIJIJ BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF IJIQUID WASTE PER SECTION 1004.6.
DECLARATIONS
I hereby acknowledge that I have read this application, fitled 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 Tfn applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN
PM.
ANCE BY TELEPHONE 2149 OR AT OUR OFFICE FROM 8:00 AM - 4
CONTRACTOR AND OWNEF
o
003
**+**********+*****+***{.+**+*+*++*******++*****+****++J.d.***+********+*************+:t '}{.{.:t ****
TOWN OF VAIL, COI,ORADO Statement ********++******************************+***i.:t!:*****{.+'t ************+++*******+*****++++******
Statement Nudber: R050001103 Atnount':
Payment Method: Check
Dup1ex18 51
$2, o03 .oo 07/L9/200501:27 PM
Init: DDG
Notation: Meadowbrook
Permit No: M05-0098 Tl4)e: MECHANICAL PERMIT
Parcel No: 2]-03 -OL4-L502-2
SiEe Address: 1-455 ASPEN GROVE LN VAIL,
L,ocation: 1465 ASPEN GROVE LANE
Total Fees:
This Pavment:$2, 003 . 00 Tot.a1 ALL Pmts :
Ba]arrce :
$2, o03. oo
$2, 003 .00
$0.00
** * * ***** * * +* **+******* ****** * * ********** *|*r.******* * * * * * * * * * * * * * *:l:l * * *+***{.**** * * ** * * * *:} + * *
ACCOLINT ITEM LIST:
Account Code Description Current Pmts
MP 0 010 0 0 0311110 0
PF 00r_0 00031123 0 0
WC 001000031"L2800
MECHANICAI, PER}IIT FEES
PLAN CHECK FEES
WII,L CAII, INSPECTION FEE
1,600.00
400.00
3.00
JUL-47-2445 a4: 14 PM LEILLC
Littlehorn Engineering & Design, LLC btrA@
:f *nrii rii riiaii.iaiiirii'iild:i.i'i;iiii#rj":rf Eiritrrie#%tffi Tii6''
Fairplay, Colorado 80440 r (719) 836'7120 (phonc) . 836'71 l5 (f8x)
July 7, 2005
Eagle County Building Department
75 S. Frontage Road
Vail, Colorado 81657
Refi Foundation Modifications for Dave Hilb, Lions Ridge, Block 2 , Lot 8A
To whom itmay concern:
At the request of Mr. Dave Hilb, we have prepared this letter to clariS some it,ems in the
foundation system and to approve the following changest
On Sheet 56:
1. tn detail 6, the reinforcing bars tying the wall into the floor slab is made with #5 bars 6"
on center. This is shown and referred to in detail 7.
On sheet E7:
1. On detail 10, we have apprwed #4 reinforcing bars instcad of #5 bars, The spacing and
location of all bars shall remain the same.
2. Ondetails 13, 14, 15,&L6,wehave approveda#4reinforcingbaratthetop ofthewall,
bent from the slab, instead of #5 bar. The spacing and location will remain the same.
3. On detail 17, we have approved #3 ties instead of #5 stimrps 12" o.c, in the column
reinforcement
On sheet S8:
l, On detail 20, we have approved #4 reinforcing ties in the column instead of #5 stimrps,
to be spaced 12" on center.
P. AL "1sd36 "11s
,* 6 hbnt
sq
', i i..., .,il.i:1,\
. ;,' il'r' :., r ,
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--11' .'.:/.tt.t
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1
JUL-@7-2965 A4 :1:5 PH LEI LLc
Gencral:
I' In the mechanioal room, the floor slab was not poured continuously between the walls
and a "hole" was left between the walls. To remedy the problem, install Vzu diamet€r x 9"
length threaded rod anohors into the existing slab, set using epory.tie adhesive with 4"
erylcdment depth. Spaoe arrchors 12" on ccmter around the floor opening. Then pow
additional concrete to fill ttre hole completcly,
2' Some ofthe suspended concrote slabs show welded wire fabric in the details. Instead of
welded wire fabric, the slabs require #3 bt spaced 12" on center each way.
Hopefully, this is a workablc solution that mccts the needs of our clicnt. Ifyou have any questions,
please contect me at (719) S36 - ?120.
Respectfully,
Littlehom Engineering & Design, LLC.
John J, Littlehorn, P.E.
cc: Dave Hilb, Property Oryner
Page 2 of 2
P.A2 "1ef36 "11s
,h1",
Littlehorn Engineering & Design, LLC btrA@ n I I
.t.,970 Castello Avenue . P.O. Box 1739 l'' | ' '
Fairplay, Colorado 80440 . (719) 836 - 7120 (phone) . 836 - 7l l5 (fax)
July 7,2005
Eagle County Building Department
75 S. Frontage Road
Vail, Colorado 81657
Ref: Foundation Modifications for Dave Hilb, Lions Ridge, Block 2 , Lot 8A
To whom it may concern:
At the request of Mr. Dave Hilb, we have prepared this letter to clarifo some items in the
foundation system and to approve the following changes:
On Sheet 56:
l. In detail 6, the reinforcing bars tying the wall into the floor slab is made with #5 bars 6"
on center. This is shown and referred to in detail 7.
On sheet 57:
l. On detail 10, we have approved #4 reinforcing bars instead of #5 bars. The spacing and
location of all bars shall remain the same.
2. Ondetails 13,14,15,&l6,wehaveapproveda#4reinforcingbaratthetopofthewall,
bent from the slab, instead of #5 bar. The spacing and location will remain the same.
3. On detail 17, we have approved #3 ties instead of #5 stimtps 12" o.c. in the column
reinforcement.
On sheet S8:
l. On detail 20,we have approved #4 reinforcing ties in the column instead of #5 stimrps.
to be spaced 12" on center.
' tb r 1,9 , (DY
\b x
.4-t{v'
General:
1. In the mechanical room, the floor slab was not poured continuously between the walls
and a "hole" was left between the walls. To remedy the problem, install %" diameter x 9"
length threaded rod anchors into the existing slab, set using epoxy-tie adhesive with 4"
embedment depth. Space anchors 12" on center around the floor opening. Then pour
additional concrete to fill the hole completely.
2. Some ofthe suspended concrete slabs show welded wire fabric in the details. Instead of
welded wire fabric, the slabs require #3 bar spaced 12" on center each way.
Hopefully, this is a workable solution that meets the needs of our client. Ifyou have any questions,
please contact me at (719) 836 - 7120.
Respectfully,
Littlehorn Engineering & Design, LLC.
John J. Littlehom, P.E.
cc: Dave Hilb, Property Owner
,hl"'
Page?of 2
I-ITPWORTFi. PAWLAK GEOTECHNICAL
JUN-A3-2@5 13:49 H-P GEOTECH P ,42/A3
rr"", J,*:,, , ,. , | ". .,..
iill J r ., ' r,r' il. ,,c, I i'
(li.n*,',,., :,"rr,t-l i ,'i ri ,:. rli\\,1'
I li, 'r'! (.'r. '- i ;t' i\
Dfo^
[:ir)i ,);rt LL i ]i,l;i
ltrr:1. !rtr: t, tl' .{ri rt( .'
lLrnr 2. 2()05
Davc I"lilh
I 51)2 Mattcrhorn Cirule
V:ril tlolorado tlI657
Joh No l0l 549-2
Sulri(rctl observation of Excavation. Proposed Hilb l{esirlenct" Lot 84, Block 2.
l;iling 4. I-ions Ridgc Subdrvision, 1465 Aspcn Cjrove Lane' \rail.
Colorado.
Dcar: Mr. Hilb:
A.s r cquested, a rcpresenlativc of Hcpworrh-Pawlak Gcoleclrrrical, Inc. obsur vctl the
cxcilvalion at the sub.icct silc orr June l, 2005 to evaluBte the ntatcriols exP()s(:d foI
forrnclation supporr. 'l'he lindings ol'our observalions and rucollltnendatiotls ii)r the
ftrrrntlation design are prescnted in this rcport. We previously contlucted a strhstril stttcly
for rlssign of lbunclatious al thc sile and preserrtcd our lintlirrgs iu a report <jltctl Octobcr
17. 2002, .loh No. l0l s49.
Tire proposed residcnce will consrst of a two slory wt)od frzuns structurc ov\ir a walkolll
bascn:ent/gar.agc level. spread firotings sized fol Bn allowable bcaring pressurc of 2.000
psl ibr.beariog ou rlre nalurul sand and clay soils and 4,000 ps!'for beuring ott the
s0nd.slonc bedrQck wcre useti in the design hased on out'Prcvioltis study.
nlthetimcgfotjlvisitlothesite,thefowrdationcxcava[ion|radbccncutinniultip|e
levcis from 2to22liethclow thc adjaCent ground surface. Tltc sotrtltenst trguter otthe
cxcirvatiou had not been complerc{. fhe 6ralerials cxposed in the bottgrrt ol t[e
c.\(rvati(n) gcnerally consisted of silty snnd with scatlet'ed gfdvel' IIaId lo rt:t'y hard
si.ln(islortc bedrock was elrcoulllererl irl the nt)rthclstern, dccpest out Arca No licc walcr
rvas ctt(.utuntercd in the cxcavatiouan<l the soil"i and be<lrock wcre slightly llirrist t(t moist
-ll:e conditions exposed iu the cxcavation are consistent with those plcviotrirlv
cltcr)unlctedonthcsiteandsuitablcf<rrsrrpptlrtofspreadlirotingsdcsigncd lbrthe
r.ecorrrmcDiletl allowable bearirrg Plcssuls of 2,000 psf. Fr.xrttn.c,s placed crttl jrcl)' orl thc
br:rlrock encountcled irr thc txrr-tleast. deepcst ctll arCa can lre dcsigned lor lrrl alkrwable
bcirriDg plessurc of 5,000 ps{ 1'he stluctural engitreer shottlt'l teview thc ftrrrrrd:rtion
clr.:si*n if thc highcr bezu:ing value has been uscd. Thcrc is a rislt of difl'ert'rrlial scttler'rrcnt
bctween frxltings bearinq on lhc soils and footirrgs bearing on lrcdrook. l.oose disturbed
F'ar.kt,r lLll.84 l.7ll() t (-crk'rrado Springs 719-6ll'5562 ' Silv.'rtllrrtre il'i | ''if'5-l9Li9
hJ
^-Grcs- oo =
JUN-43-2@5 13:49 H-P
o Kos - De sf GEOTECH P ,63/43
/\,!-\/I I ul a,-\ h;\<Z [)uve l lilb
.lunc 2. 2005
Paue2
sr.rilir anci ruck shoulcl be rernoved iu thc footing atcas to exptrsc thc rtttdisttrrhc:d tralurul
soils or-beclrock rnaterials. Other rccommendatir.rns presctttcd itt tttu' lrrt'vious reir(rrt
whrch are upplicable shtrrrld also be observetl.
'l iic recorrrnrcudations submittcd in this letter arc lruse<l on our ol-rscrv:rtiorr ol the sails
exposed within the lbundatipn excavalion and thc prcviotts sttbsttrlircc cxplrxittir:n at the
sitt:. Variations in thc subsurlace conditions bclow the excnvaticrn coulcl inctease thc risk
of fbun<Jatign movcnenr. Wc shorrld be adviscd of any variatiotts encoutrtcrt:d itt tlte
exclvation conditions lbr possible changcs io recommeudit(iorrs containccl il this lcttcr.
Our serviccs dg n6t include rlctcrnrinilg thc prcsenqe, prcveution or possihility ol'rnold <rr
othsl hiological c<rntaminants (N4OBC:) developing in thc future. Il'tlrc clicrrt i-s
sqnccrncd about MOlJCl. ttren a profcssional in this special ficld of praclicc shorrld bc
c(lnsultcd,
tl'1,r>u havc any qucsliolls or need lurthor assistancc, please call our office
Sincerely,
I.ITJPWORTII - PAWLAK CEOI'CIINICAL, INC.
Jordv Z. Adamson, Jr.. P
Ilcv. by: Sl,P
JZAlksw
Littlehorrr Enginecring & Design, LLC - nttn: John .l' l'ittlchtrlr
<;&Btec{'r
TOTHL P.83
tw-;
?e707 F t:l"k A
Job \o. l0l 5492
' ,r\ 8A
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
97Q-479-2t38
EPARTMENT OF COMMUNITY DEVELOPMENT
$0.00
Investigadon- >
Will Call--- >$3 .00 Clean-up Deposit----- >
TOTAL FEES------------- > S11,640.28 BALANCE DUE------->s0.00
Approvals:
Item: 05100 BUILDING DEPARTMEIfT
15/O4/2OOS cgunion Action: DN see notice
o5/o5/2oo5 cgunion Action: AP corrrected plans approved
Item: 05400 PLANNING DEPARTMEI{TT
04/27 /2OOS bgibson Action: Ap The 2l- redtwig dogwoods strown on the
landscape plan
shall be substituted with buckbrush, rabbit brush, or another similar native
plant species.
Iten: 05500 FIRE DEPARII{EI(I
04/28/2005 mvaughan Action: AP
Item: 05500 PUBI-,IC WORKS
o4/t9/zOOs ls Action: DN Site plan grading is not per TOv standards
Provide a stamped approved drawing from a license PE. for retaining walls.
Parking spot next to boulder retaining wall is narrow. No parking allowed on Fire
g0 - 00 Additional Fees------------ >
$0.00 Recreation Fee-------> S1,008.00 Total Permit Fee-*-----> S11,540.28
$0.00 PaymentJ---------- > $11,540.28
\- r1*^, rLA_1.-t(
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT Permit #: 805-0055
Job Address: 1465 ASPEN GROVE LN VAIL Stahrs . . . : ISSUED
Location.....: 1465 ASPEN GROVE LANE Applied . . : 0410812005
Parcel No...: 2IO3Ol4l5022 Issued. . : 05/05/2005
Project No :7r,1af-oo(3 Expires . .: lll0ll2005
owNER MnaoowsJooK DUpLEx rNc o4/o8/2oo5
1592 MATTERHORN CIR
VAIIJ co 81657
APPLTCANT MEADOWBROOK DUPLEX TNC O4/08/2OO5
]-592 MATTERHORN CIR
VAIIJ
co 476s7
CONIRACTOR Meadowbrook Duplex, Inc 04/08/2005 Phone1. 303-476-7O51,
1592 Matterhorn Circ1e
Vail
co 8165?
I-,icense z 284-A
Desciption: NEW SFR
Occupancy Type Factor Sq Feet Valuation
Dwellings Zone 2 V-N 9'7.80 9,095 $889,491.00 Private Garag'es zone 2 V-N 25.56 985 $25,a76.5o Totals... 10,080 $1,215,000.00*
Number of Dwelling Units: I Town of Vail Adjusted Valuation: 1,215,000.00
Fireplace Information: Restricted: Y # ofcas Appliances: 2 # ofGas Logs: 2 f of wood Pallet: 0
FEE SUMMARY
$0-00 Total Calculated Fees---> $11,540.28 Building---> $6,393.50 Restuarant Plan Review-- >
Plan Check--> 54,155. ?8 DRB Fee-------------->
Turnaround
area.
04/26/2oos gc Action: AP
rTCm: 05550 ENGINEERING
t*t'r.*+t++*++t++**
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 accurate plot plan
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION STIALL BE MADE TWENTY.FOIJR, HOURS IN ADVANCE BY TE"""ON,(;\ZI-2I49 OR AT PM. l) t lot- l=
OFFICE FROM 8:00 AM - 4
SIGNATURE OF OWNER OR CONTRACTOR HIMSELF AND OWNEI
PAGE 2
{.**{.*4(*********,|.***:**:i*{.{.:|.{.*:t.:t:t*i<:f:|.:***;F:*,**t.:t{.:******:t*****{.:|.*,*{.***+*{.,F:t!*******+**'.{.,.*****:F{.********{.****
CONDITIONS OF APPROVAL
Permit #: 805-0055 as of 05-05-2005 Status: ISSUED
t( ** * ** ** **** * * * * * t *********,k*****!t******,***t(***:t*4(******i.*,F*****:F**!*:t(***,F***********,k******,t***+*:1.*.*****
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 0410812005
Applicant: MEADOWBROOK DUPLEX INC Issued: 05/05/2005
Job Address: 1465 ASPEN GROVE LN VAIL
Location: 1465 ASPEN GROVE LANE
ParcelNo: 210301415022
*:8***********:t****.x:f ****x(*************:F,t,*****;t**t *:t **:t*,t(*'t ******:***{.**t i.*{.*1.:*{.*i.*{.i.************:r'r.tr******
CONDITIONS
*.t(*!t(***********,**********!***************1.*.t(**'********i.*'1.*{.!*t(****,t**d!t!*.*.*,t *'F*******:t t<*!*****************:84.
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUFST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR coDE COMPLIANCE.
Cond: CON0007067
The 2l redtwig dogwoods shown on the landscape plan shall be substituted with
buckbrush, rabbit brush, or another similar native plant species.
* * * * * * * ++*+***** ******+********++************t* * * * + **+*++*++:t *:+* **** *** *,t,t***,i** * +*** ******,i
TOWNOFVAIL. COLORADO Statement
* ** * * * * + + + +** * ********+f,** * * **** ** +*t***+**** * * * * **************,1**,i,i**:f:t+*****+*:t******* ****
$11,640 .25 05/Os/2Oo5o2:11 PM Init: DDG Notation: 1783 Meadow
Statement Number: R050000535 Amount:
Pa)rment Method: Check
Brook Duplex Inc .
805-0055
TotsaI Fees: $11,540.28 Total ALL, Pmts: $11,640.28 Balance: $0.00
* * * * * * * * * * * * * * * * * * + + * * * * * * * * * * * * * * * * * * + * + * +********++****,1***+************+***** ***** **+**J.*
ACCOT]NT ITEM LIST:
Account Code Descript ion Current Pmts
PermiE. No:
Parcel No:
Sitse Address:
Irocaeion:
This Palment:
BP 00100003111100
PF 001000031r_2300
RF 111_00003112700
wc 00100003112800
Type: NEW (SFR,P/S,DUP) PERMIT
2103-0L4-].502-2
1455 ASPEN GROVE LN VAIL
].455 ASPEN GROVE I,,ANE
$r-1,640.28
BUII,DING PERMIT FEES
PI,AN CHECK FEES
RECREATION FEES
WIIJIJ CAIJIJ INSPECTION FEE
5,393 .50
4,235.78
1,008 .00
3.00
o
APPLTCATTON WrLL NOT BE ACCEPTED rF TNCOMPLETS^9:_U#S'ON=
Project #:
rmit #:
MWNOF
75 S. Frontage Rd.
Vail. Golorado 81657
ffB
req ul ng,-.mechanical, etc.!
2b1'
CONTRACTOR IN FORMATION
General Contractor:-.,
VcxV a \ru own of Vail Reg.eontact and Phone #'s:t'lc 37(-zlnt
Email address:D, f\.tI g Z-o"',c,;S.t- - fuo-.Y
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials
BU|LDING: $ ts o ,. ) )o .>r ELECTRTCAL: $ L{C 1ocD,s9 orHER: $ \''DJ,))J.DO
PLUMBTNG:$ \s, ))D ,:)MECHANICAL: S 9O ID)O,JO rorAl:$ \,2-\5. ooJ">,>
For Parcel # Contact Easle County Assessors Office at 970'328-8640 or visit
Parcel #
r \ ,\Job Name: l+.\\ fai', J.*.q Job Address: tt\ 65 AStOn Grruo l^
Legal Description Lot J ft ll erocr.' ] ll ririns' {subdivision: Lltn S Rl Itq-
ArchitecvDesign"t' ) J. ,,. /Tl ,*i-1, ^
Address: s.x Hl>\ . Eo-s\{-enone: JZB _oS\L
Engineer: )_h^ L\f-\. xrr"Address: €6*,r p\*.7 . Q>phone:.111 )j6_l\fD
Detailed description of work: ^ /- . /. ,
,Oc- ( , nbre.
WorkClass: New(ty'-Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: lnlerior (-f Exterior ({ eotn VY Does an EHU exist at this location: Yes ( ) No ('f
Type of Bldg.: Single-family (.,/ Two-family ( ) Multi{amily ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: O \
Noffvpe of Fireplaces Existing: Gas Appliances ( ) Gas t-ogs ( ) Wood/Pellet
No/Tvpeof FireplacesProposed: GagAppliances(? GasLogs(!) Wood/Pellet( )WoodBurning(NOTALLOWED)
Does a Fire Alarm Extsf.- Yes (zf No ( )DoefiEreSFnn-Rier Sysiem €xisf,' Yes (c,f- No (
F:\Users\JSuther\newBLDGPERM. DOC
$ Il,6to,z€
07 t2812004
i..:-'+.1
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT
Job Name
f rrr _l li r - PRJ#: I
f-PW#:Ll -r rt]
Parcel #: .,- :
20 Bldg. Permit #: E
5',\e-nc ,4s a-n Gt:re-
til
=L]
_ I -r
,J
Street Address
D"5<(lf unknown call
479-2138 ext. 0)
TOV Contractor's License Number REOUIREO Excavating Contractor Name
VA,(ch) | 316- D\L?_
Stale L.-5
Starl Date Completion Date (Permit Expiration Date)
Trench-width
(min.4')Total SF $
Total LF $
Bond Amount $Permit Fee $Total Permit Fee $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are requrred on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket and lugs shall be protected at all times.
A signature below indicates a review of the area and utilily locations and approvals. Once all utility company
signatures are obtained. permittee has option of routing application through the Public Works otfice to obtain
the necessary Town of Vail signatures. Please allow up to one week to process
Xcel Energy (1 -800-922-1 987)
re of Agreement
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streels with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
City tnon"o-J ZS ) orf .\ zf-
Other
6.
B.
9.
Eagle River Water & Sanitation District (970-476-7480, ext. 114)
Holy Cross Electric Company (1-800-922-1987)
Town ol Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be submitted and
approved by the Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bil 172).
Permittee must contact Public Works Department at 479-2198 24 hoqrs prior to commencing of work. Failure to notity
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I cenify thallhave read all chapters of Title 8 - Public Ways and Propedy, oJ the Vail Municipal Code and all utility
company nts, signed by me,^and will abide by the same, and that all utilities have been notified as required.
Xcel Energy High Pressure (1-800-922-1987) f-..J
Qwest ( 1 -800-922- 1 987)
AT&T Broadband (1 -800-922-1 987)
Dry, N
Print name clearly
f\\\L \!lqf
Date ol Signature
10.
11.
White - Public Works
Yellow - Contractor
-\4. Work is lor lcircre oney Water. Sewe.r Qgs-t Electric Telephgrle CAI$ Landscapllg Temp. Site Access
5.
7.
Depth
,,-ffi
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2t39 fax: 970.479.2452
web: wwwci.vail.co.us
ProjectNamer MEADOWBROOKDUPLEX DRBNumber: DR8050059
Project Description:
NEW SFR
Participants:
OWNER MEADOWBROOK DUPLEX INC 02121/2005 Phone;
1592 MATTERHORN CIR
VAIL
co 81657
License:
APPUCANT MEADOWBROOK DUPLEX INC 02/2t12005 Phone:
1592 MATTERHORN CIR
VAIL
co 81657
License:
ProjectAddress: 1,165 ASPEN GROVE LN VAIL Location:
1465 ASPEN GROVE LANE
Legal Description! Lot: 8A Block 2 Subdivision: UONS RIDGE FIL 4
Parcel Number: 210301415022
Comments:
BOARD/STAFF ACTION
Motion By: ROGERS Action: APPROVED
Second By: MATHIAS
Vote: 4-0-0 DateofApproval: 03/15/2005
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for buihing. 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.
Cond: CON0006986
licant shall ,,t, o, stamped retaining
wall drawings, a site specific aeological hazard report, detailed rock/debris fence
drawings, detailed BMP plans for the full length of the access drive, and a revised
site plan veriffing that disturbed grades do not exceed a slope of 2:1.
Cond: CON0006987
Prior to the issuance of a building permit, the applicant shall submit, for review
and approval by the Town of Vail, revised plans showing the expansion of Bedroom
Number 3 bringing the building into compliance with the building height limlts.
Cond: CON0006988
Prior to the issuance of a Temporary or Final Crrtificate of Occupancy the applicant
shall install a monitored alarm system, subject to the review and approval of the
Town of Fire Depaftment.
Cond: CON0006989
With the building permit submittal, the applicant shall submit a revised landscape
plan, for Town Staff review and approval, using native planting materials suitable
to a southern hillside exposure.
Plannen Bill Gibson DRB Fee Paid: $55O.0O
Mar-01-05 0!:?8pn frorn-lOtll 0F vAlL C0tl{UlllTY DEVEIOPITIiI 9704ile45?
The underligned haVhave read the site specific aeologic invesligation' prepared by
"-"--Brrcq Lc\i^
20sk l/We understand'kom the conclusions
on the \ T cl?l oI 't
:- ,-^^+^i i^ . Az A, -,.-. .)q'J ,t,/ hazard zone'
,ffi:il;;", ;;"ns a",nuo". rA/Ve are prepared ro accepr these facrs and request that
the Town of Vail Community Development Department grant us a building permit
r(f
Owner Name (Print)
20jY- bY i cl i.h lb
Wivress my hand and oflicial seal' , .1 ., L?
Mycommission"*ritt'" '- "? " "'
| 7; Oj-/-_J-\- / I'#' Notary Public"
Owner (Signature)
6r,er l'iame ierintl
STATEOFCoLoRADo )
)ss.
couNTYOF EAGLE ) .
The foregoing instrumenl was acknowledged befora me this !|A- day of
Geologic Hazard Review
?^c, S
DAr" F\:'L- f,n I
that the proposed structure is located in a
;i;":#;;;;;;";";- Po'r'+''t reachine the
^ -,J ranr ract lh21
r-t.? P 004/004 F-081
O-wner (Signature)
F:kdev\Fo Rt tS\G co bgic Hrzutt Rcvrc w-l)Z405 doc
02/18/2005
ARTMENT OF COMMUNITY DEV
o
ELO PMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
o
DEP
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT
Job Address: 1465 ASPEN GROVE LN VAIL
[.ocation.....: 1465 ASPEN GROVE LANE
ParcelNo...: 2L03014I5022
hojectNo : 'PTg5OS -g6)\t
OWNER
APPLICANT MEADOWBROOK DUPI.,EX INC O4/O8/2OO5
, 1592 MATTERHORN CIR
V.{.tI !
co 8L55'7
Approvals:
Item: 05100 BUILDING DEPARTMENT
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
970479-2138
MEADOWBROOK DUPLEX INC
].592 MATTERHORN CIR
co 81657
CONTRACTOR Meadowbrook Duplex, Inc
1592 MatEerhorn Circle
VaiI
co 4L657
License r 284-A
Permit #: 805-0055
04 / oe /200s
04/ 08/2005 Phone : 303-476-7057,
Sg Feet Valuation
9, 095 $889, 491 . oo
>65 izf , L /o ' ou
10, 104 $L,215, 000 .00*
TLpe
zone 2 v-N
Zone 2 V-N
Tota1s...
Factor qt cn
25 .56
Town of Vail Adjusted Valuation:
# of Gas hgs: 2
ISSUED
0/.t08t2m5
05/05/2005
01/30/2006
1,215,000.00
#of Wood Paler 0
Desciption: NEW SFR
occupancy
DweIlings
Private Garages
Number of Dwelling Unis: I
FireDlace ldormation: Restricted: Y # of Gas Appliarces: 2
S5,393.50 Resfiarant Plan ReYiew- >
s4 , 155.78 Recreation Fee------ )
s0.00 TorAL FEES------- >
so.oo
Building--- >
Plan Check-- >
Investigation- >
wilt call- >
05/04/2005 cArrnion.
05/05/2005 cgrunion
05/26/2006 cgrrnion
FEE SUMMARY 't*a**'!*'r'a*1**'t*'|**ttat+rtltitl*l:}tt*titt:ra*!t t:f'ra'**a,r*r'ra*'r:
90. oo Total Calculated Fees--->
9J., o1o.40 Additional Fees----- >
$11,7s2.68 Totrl Permit Fee------ >
PaYments--------- ;'
BAl,/\NcE DUE-..._- >
see noElce
corrrecEed plans aPProved
approved I I/2" x l-1r' shower revision
The 21 redtwig dogwoods shown on the lands'Item: 05400 PLANNING DEPARTMENT
04/27/20os bgibson Action: AP
shall be substituted with
species.
Item: 05600 BIRE DEPARTMENT
04/28/2005 mvaughan
Action: DN
Action: AP
Action: AP
buckbrush, rabbit brush, or another similar native plan'
Action: AP
Item: 05500 PUBLIC WORKS
OA/L,/2OOS Is Action: DN Site plan grading is not per TOV standards
provide a stamped approved drawing from a license PE. for retaining wal-ls.
o
boul o narrow.Parking spot Dext to
Turnaround
area.
der retaining waII is No parking allowed on Fire
04/26/2005 gc Action: AP
Item: 05550 ENGINEERING CMLS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have ead this application, filled out in full the infornation rcquired, conpleted an accuate plot plan
and staie 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 struchue according to the towns zoning and suMivision cndes, design review
approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SI{ALL BE MADE TWENTY.FOTJR HOURS tlt ADV
PM.
SIGNATURE OWNEROR
AT 4?9-2149 OR AT OUR OmCE FROM E:00 AM - 4
R HIMSELF AND OWNEI
PAGE 2
** *** *:F* * *,F***;t * * * * * * *'t ** *,t * **tr * * * {.* ** ** + ** ** ** * ** * * *,* *:* ** * * * * ** ** ** * * ** * * *:t*:F* 't ** * * * * * * ** ** ** ** * * ** *:* * *
CONDITIONS OF APPROVAL
Permit #: B05-0055 as of 05-30-2006 Status: ISSUED
******,t*****;t+*{.!h*******:t+,t*!t **:f **.*:&:t:t,t,&*,&*:8*:F********{.+*+tr ***{.**:t******:f *****:t*****:*;f ** ** ** ** +* +;t * * ** **
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 0410812W5
Applicant: MEADOWBROOK DUPLEX INC Issued: 0510512w5
Job Address: 1465 ASPEN GROVE LN VAIL
location: 1465 ASPEN GROVE LANE
ParcelNo: 210301415022
************4.***d.*:t:f,:F*****d.***{r****{.**************{r**,8*:t*{!*,******t *********;*+{.*****{.*{.****+**t *:f,1.:}**{t***
CONDITIONS
******{.***{.'*{.*****:s***{.***d.!t(**{.'t *:t:t{.***d(*******'t *!**:t*:*:t;&*:t*:******{.***!*****+***{.**'t**+'l'+*+1t+*:**'**********
Cond: 33
(PLAN) THrS PROJECT WILL REQUIRED A SrTE TMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: CON0007067
The 2l redtwig dogwoods shown on the landscape plan shall be substituted with
buckbrush, rabbit brush, or another similar native plant species.
* a ** * * ** * * * * * * * * * * * +* ******** ***+*******+** * + * * * * * * * * * * * * * * * ** ********** *** *+***1. *+*********
Statement TOWNOFVAIL, COLORADO +*******************************+*************t t * * ** * * * * * * * * * * * + * * * * * * * * *,! * * * * * ** * + ** ****+**
statement Number: RO6OOOo714 Amount: 9L42.40 05/30/200504:29 PNI
Payment Method: Check Init: LC
Noeation:
#1436 /Meadowbrook
Permit No: BO5-0055 Tl4)e: NEW (SFR. P/S, DUP) PERMIT
Parcel No, 2103-014-1502-2
Site Address: 1455 ASPEN GROVE i,}il VAIL
L,ocation: 1455 ASPEN GROVE LAI{E
Totaf Fees: $11, 782.68
This Payment: iL42.4O Total ALL Pmts: $11,782.58 Balance: 50.00
************* ***+** **********{. *+** t*****t'i****** ** **** * * * * * * * * * * * * * * *:t * * * * * * *** ********1.****
ACCOUNTITEM LIST:
Account Code Description current Pmts
PF 00100003112300
RF 111_00003L!2100
PI,AN CHECK FEES
RECREATION FEES
l_40.00
Bnucs A. Cou-nrs, PH.D.
NATUML RTsoURcf, CONUITANI
P.O. BOX 23 . I 1
-I6 MINEOTA DRIVE
SrLr, CoroRADo 81652
PHoNE/FAX (970) 876'5400
bacol@rof.net
ENURONMENIAI,
EXPLORATON,
AND MrNrNc
GEo|,oGY
March 18. 2005
1l
Dave and Anne Hilb
Ranch Creek Land and Development .l592 Matterhorn Cirde
Vail, CO 81657 *' i[31
",':TJ#ili,:i;:
FTL'ING 4'
Dear Mr. and Ms. Hilb:
At your request I have examined previous reports regarding geologic hazards to which the subject
property may be exposed, specifically the report by Dr. Nicholas Lampiris dated December 4,
1990, and my previous reportdatedJuly 17,2000;updated geologicmaps and airphotosi and site
and floor plans provided by you,l for the purpose of determining whether the designs presented
on the latter conform to the recommended mitigations contained in the previous reports, and
to determine the effects of the designed mitigations on adjacent properties in accordance with
Town ofVail Regulations Chapter 12-21-15.
The geologic setting ofthe property is discussed in both previous reports. Reviews ofboth a new
geologic map2 and more recent airphotos3 do not indicate any need to revise these discussions,
which are incorporated herein by reference. As you are aware, the property lies in a medium-
severity rockfall hazard zone as shown on the Town of Vail geologic hazard maps. Both previous
reports discuss the necessity for foundation design and construction based on adequate soil
testing, aswellas retaining-walldesign and construction for cuts in unconsolidated materials, and
these recommendations remain. With specific reference to the limited rockfall hazard to which
the proposed structure is exposed, the site and floor plans provided suggest that recommended
mitigations have been included,, although it is not clear from the drawings that there is an
upslope grade separation between the upper rock wall that extends across the slope above all of
the structure except the hearth room, or that the foundation/stem wall for the hearth room is
stiffened and extends above grade. So long as the upper rock wall segments extend at least four
feet above final grade on the upslope side and are grouted, earth-filled and compacted, or both
to withstand an impact of 600 pounds per square foot, and likewise the foundation/stem wall of
' john C. Martin, tuchitect, LLC, 2005, Site and floor plans sheetsAl through M, a custom single-family residence
for Dave & Anne Hilb: no identifuing drawing or file numbers, dated U2112N5, updated 72812005.
2 Scott, R.8., Lidke, DJ., and Grunwald, DJ., 2002, Geologic map of the Vail west quadrangle, Eagle County,
Colorado: U.S, Geological Survey Miscellaneous Field Studies Map MF-2369, 18 p.
3 U.S. Geological Survey airphotos dated 1999, examined on-line at http//terraserver.microsoft.com/.
PAGE 2
the hearth room extends at least four feet above final grade with no significant openings (none
are indicated) and is capable ofwithstanding an impact of 600 lbVft'?, the design conforms to the
previous recommendatiolrs.
All recommendations included in previous reports but not discussed herein remain as originally
presented. The property is in an area of modest geological sensitivity with regard to rockfall, but
so long as both surface and subsurface rock wall drainage as well as overall site drainage is
appropriately tied into adjacent natural and street drainage systems, the proposed mitigating
measures will not increase this 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 complywith appropriate portions ofTown ofVail Regulations Chapter l2-
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. lf
you have any questions, or ifl can be offurther service, please do not hesitate to contact me.
IMpoRTAN-r NorcE: This report concerns natural processes that are unpredictable and in large measure poorly
understood. lt is intended to identift 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. It must also be understood that "mitigation" does not mean either the
elimination ofthe lrazard(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 indemnify and hold harmless the preparer for any and all damages, direct, indirect or consequential, including
personal injury or loss of life, above and beyond the original cost of this study, caused by or resulting from any
occurrence ofthe described or other hazard(s), whether or not such damages may result from failure to identifo said
hazard(s) or from failure or inadequacy of properly engineered, constructed, and maintained recommended
mitigations. The preparer ofthis 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 any way 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.
Sincerely,
Bruce A.
Department of Community Development
Euilding Safety and Insp*tion SeMices
75 South Frontage Road
Vail, Colomdo 81657
970-479-2138
FAX 9704n-2452
www.uailgov.com
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO:Contractor/Applicant
Dave Hilb
FA)(/Email #: 476,0331
NUMBEROF PAGES: 2
FROM:
DATE:
BUILDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
Architect
John Martin
proj#none
328.0593
Chris Gunion, Building Plans Examiner
0s/0212005
B0s-0055
Dave Hilb
1465 Aspen Grove Lane
R-3/U
V-B
3
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code, 2003 International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National
Electrical Code as modified and adopted by the Town of Vail,
The following commenE will need to be addressed prior to issuance of a building permit:
For processing:o Please submit four comDlete sets of revised construction documents containing the requested
information with all plan revision items clouded or otherwise identified.
o Please respond in writing to each comment bv markinq the attached list or creating a response
letter. Indicate which olan sheet, detail, specification, or calculation shows the requested
information. Please send revisions to the attention of the plans examiner with the building
permit application number noted,
o Please be sure to include on the resubmittal the engineer's or architect's "wet" stamo, signature,
reqistration number and date on the cover page of anv structural calculations, all structural
details and structural sheets of the plans. For commercial or multi-familv projects all sheets of
the olans must be stamoed.
Architectu ra I Com ments:
1 Revise Detail 3iA1 to include the designer's stamp and signature. Include construction details for the
boulder walls showing design to withstand 600 psf impact as indicated the geologic hazard report.
Show the finish grade at the downhill side of the boulder wall.
2 Unvented roof systems require design to be stamped and signed by a Colorado State Licensed
Architect. Include stamp on all roof detail sheets(R806)
3 Amend stairway design to comply with the following: (R311.5)
-minimum width of stain /ays shall not be less than 36"
Revise stairway at lower level from back hall
-maximum riser height 7 a/+"
-minimum tread depth of 10"
Specifu rise/run of all stairways on the plans.
Structural Comments:4 Include footingfoundation detail 1/S1 as referenced at grid line 4, sheet 52.
5 Revise foundation detail reference sheet 52 at the garage interior foundation columns. Detail
references 19/58. This does not appear to be the correct detail.
6 Specifr connection of 6x10 deck joists to the exterior wall at grid line A, sheet 53. Indicate positive
deck ledger support, such attachment shall not be accomplished by the use of toenails or nails
subject to withdrawal, (R502.2.1)
7 Include detail 45lS10 as referenced from the framing plan sheets.
8 Include detail 461510 as referenced from the framing plan sheets.
Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of
a permit, please check g!! requested information is included with the resubmitted plans. Please submit
revised plans as a complete set, Partial plan resubmittals will not be reviewed,
Chris Gunion
I.C.C. Plans Examiner
Town of Vail Building Safety and Inspection Services
970.479.2369
cgunion@vailgov.com
F:\cdev\CHRIS\PERMIT.COMMENTS\BO5-0055. DOC
&rr gJf Lal lava E::31 atoJttjLasJ Jt 1\fuN NLr\t\E L{.F|>JJU T6:l(:c uz
Hep,,of -1a1 crotechnical, Inc.
5020 Couih Road 154 , Glenwood Springs. Cotorrilo 81601
Phoue: 970-945-7986
Fr*; 9?0-945-E454
hp8to@hpgeotecfi'com
STIBSOIL STTJDY
FOR FOI.NDATION DESIGN
PROPOSED RESIDEI\ICES
LOTE, FILING 4
LION'S RIDGE SUBDTVISION
ASPEN GRO\{E LANE
VAIL, COLORADO
JOBNO. 10I549
ocToBER 17,2002
PREPARED F'OR:
DR ROBERT SELBY
4380 NORTH CAMPBELL AYENUE, SUITE 2OO
TUSCON,ARIZONA 8s7r8
uJ9
^U
Jr-.t11\5Lf\ KtrtKLL t al(rt 63 a5l Lat t4a3 ttJ:31 Jttt3/6L &Ass|JU
o
I{EPWORTH . PAWLAK GEOTECHNICAL, INC,
Oaober 77,20f]i)
Dr. Roben Selby
4380 North Campbell Avenue, Sufte 200
Tucson, Arizona 85718 Job No, 101 549
Subjecr Rcport Transminal, Subsoil Study for Foundation Desip, Proposed
Resicteaces, Lot E, Filing 4, Lion's Ridge Subdivisiou, Aqpea G'rove
I-anc. Vail, Colorado
Dear Dr. Selby:
As requested, we have conducted a zubsoil study for thc proposcd develop,meDt at the
subject site.
Subsurface condirions ercoustersd in thc exploraory bodugs ftilled ila the proposed
building areas consist of 1 foot of iopsoil ud 2 to 3'h fea of mainly clayey sand
overlyilg sandstone bcdrock in the Lot 88 building envelope and 1 foot of topsoil
overlying l4!t to 16'rr feet ofnainly clayey sand over sandstonc bedrock b tbe Lot 8A
building cavelope. Groundwatcr u/as Dot encounrcted in tbe borings.
The proposed residences can be founded ou spread footings placed on tle nanral
subsoils or bedrsck ard designed for an allowable bearing pressure of2000 psf.
Recommendations for design aud consrrucuon of tbe proposcd drivcway arc included in
this rcport.
The report which fullows describes gur exploration, surururizes our frndings, and
presenrs oul recolonerdations. It is iFportad tbat we provide cousultation during
design, and frcld scrvices during construction to review ald monitor the implementation
of the geotechnical recommendations.
If you have any questions regarding this report, pleese contact us.
Siuccrcly,
HEPWORTH - PAWLAK GEOTECHMCAL. INC.
Daaiel E. Hardil, P.E.
Rev. by: SLP
DEH/djb
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TABLE OF COI\'TENTS
PIJRPOSEANDSCOPEOFSTUDY .......I
PROPOSEDCONSTRUCTTON.... . .,...1
SITECONDITIONS. .....2
FIELDEXPLORATION ..,...,..2
SUBSIIRFACECONDITIONS .....3
FOUI'I'DATIONBEARINGCONDMONS .... ?
DESIGNRECOMMENDATIONS .........4 FOUNDATTONS... ,.......4 FOUNDATIONANDRETAIMNGWALLS ..,,..,.. 5 ELOORSLABS .... 6 UNDERDRAINSYSTEM .... 7 SITEGRADING.... ......7 SURFACEDRAINAGE ...... ,.., . 8 DRTVEWAYCONSTRUCTION., .........8
LTMITATIONS ...1.. ....9
FIGTJRE 1 . LOCATION OF EXPLORATORY BORINGS
EIGURE 2 . LOGS OF EXPLORATORY BORINGS, LOTS 8A AND 8B
FIGURE 3 - LOGS OF EXPLORATORYBORINGS, ROADWAY
FIGURE 4 - LEGEND AND NOTES
FIGURES 5 AND 6. SWELL-CONSOLIDATION TEST RESULTS
TABLE I - SUMMARY OF LABORATORY TEST RESULTS
H^P GEorEcH
g3lLalz0os 89:51 9703281 935 o J*{'tsotl KTNKEL&ASSOC o PAGE 65
PURPOSE A].{D SCOPE OF STI.JDY
Thrs repon prcseurs the results Of a subsoil stuay for rhe development of two
propoSed residences to bc locatcd on Lot E, Fililg 4, Lion's Ridge Subdiuision' Yail'
cotorado. The project srte is sbown ou Fig. l. Thc purpose of the study was m
dwclop rccoruneudations br rhe access drive and residential foundation design- The
study was couductcd in aCcordance witD our agleemeff for georechnical eogincering
sefvices to Dr. Robert Selby dated luly 9,2002. Geologic hazards (including rocldall)
at this site have be6 addrcsscd by others. A prctiminary subsoil study for frling 4 was
pcrformcd by chcn and Associates undcr their Iob No. 19,418, dated August 15' 1980-
A ficld exploratioD proglatn consisting of exploratory boriags was conductcd to
obtain inforoation on subsurface conditions, Samples of the subsoils and bedrock j
obtained duriag thc field cxploratiotr were tested i'' tle laboratory to dctermine their
ciassification, compressibility or swell and other engbeeri4 characteristics- The
results of the field exploradon and laboratsry tesrhg werc aoalyzed to dwelop
recomrnerdations for foundetion types, depths and allowablc Pressures for theproposed
buiLling fnrndatiOns. We have also iacluded recommeudatious for desigu of the access
drive. This report sumsrarizes the data obtained during this study and presents our
conclusions, design recomoendations aad o&er geotectrnical engineering considerations
based on tle proposed constnrctiou and thc subsoil couditions eOcouaterrgd.
PROPOSED CONSTRUCTION
Tbe proposed residqrces have oot becn designcd. we assume they will bc
typical of other residcuces iu the area and cousist of two io ttrrec story wood frame
structures ovcr crawlspaccs or basementg. we expect basement and garage floors will
be slabon-gradc. Gradi"g for the strucues is assuned to irvolve cut deptbs beweeu
about 4 to 15 ftet. We assumc relativcly liglt fouudatioa loadings, typical of thi
proposed rype of constnrctiou. Thc proposed accsss drive will require cut atrd fi-U
dcpths up to lO feet witb some retaiaing walls.
When huilding tocanon, grading and loadi-ng infornatioo bave beeo developed,
we should be uotified to re-cvaluate the recommeodations preseuted in this report.
H.P GEOTECH
ert Lal 1.JvJ
a 2-
SITE COhIDITIONS
Lot 8 was vacant at the time of our field exploratiou. A narrow Path to the two
building euvelopes had been roughed il on the proposed drivcway aligmeut to provide
access to the driil rig. Thc site slopcs dowD to the south at grades of about 50% in tne
driveway &rea wcst of &e building areas and betwe en 15 and 35 % in tlc building areas .
Thc sitc is vegetated witb aspen hces, brush, gtass aud wccds. Sutdstoue bedrock of
the Mirtum Formation outcrops above the driveway west of the Lot 8A buililing
envelope and below the driveway south of the tot 8A building envelope, and wu
observed in thc lecent acccss path cut betwcen Borings 5 and 6. A rocKall rnitigation
fence has been insalled on the downhill side of the driveway from Aspen Grove Lane
to near the Lot gA building envelope,
IIELD EXPLORATION
The field explorati0n for the projcct was couducted on Septernbcr 4 and 5,2002.
Seveu e1plot ,oO b*iogr werc drilled at the locations shown on Fig. I to evaluate the
subsurfac,e coaditions. Tbe borings were advaoced with 4 itrch dJasreter coatiluous
fligbt augers powered by a rack-mounted CME-45 drill rig for Borings I to 4 ard a
truck-moun:ed Longycar BK-5lHD driil rig for.Borings 5 to 7. Thc borings w'ere
logged by a rq,resentadve of Hepworth-Pavlak Geotechnicel, Iuc.
Sarples of the $rbsoils were teken rvith lVs inch and 2 iach I.D, qpoon
samplers. The sapoplers were driven into the subsoils at various depths with blows
from a 140 pound hammer failhg 30 ioches, This test is similar !o the standard
penetration test de$cribed by ASTM Method D-1586. The penetration resistance values
are an iudicatioa ofthe relative density or consl$tency ofthe subsoils ald harduess of
thc rock. Depths at which the samplcs wcrc takcn aod the penetration resistance values
are showu on the Logs of Exploratory Borings, FiSs. 2 aad 3. The suples were
reuuDed to om laboratory for review by ttre projeet eogiaeer ard ttstilg.
H-P G€OTECH
vJl Lvt2UlJa b9:51 5 /ujzal JLtl trtLrN rAbL vl UJ5 I KLt{Kt L&ASblJL;I
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SIJBSURF'ACE CONDITIONS
Glaphic logs of the srbzurfase cotditions encoustcrcd at thc site ue sbown on
Figs. 2 and 3, Thc subsoils consist of about I foot of topsoil overlying medium dense,
ctayey srnd and ntiff sandy clay with rock fragments. Hud sandstone bedrock was
encoultered below Oe sand aud clay at dePtbs of 2 to Arh, feet at Lot 8B aad i6 to 18
feet at Lot 8A. On-sitc fill due to reccot g:ilitrlgwas encouatered to deptbs of 4 to SVz
fectinBorings 5 to ? aloagtheproposed.driveway. The loose fill wu underlainby l%
ro 14 fca of mediun dense clayey sand wi& sadstonc bedrock eucountercd at dcptbs
of7 to 14 feet inBorings 6 and 5, reqpectively. The clayey sand at Borilg 7 was
uuderlara by relatively dense claycy sand and gravel coutaining cobblcs aud boulders
from lE feet deep to the bottom of the boring, 3l feet, DriUlug iu $e bedrock with
auger cquipmcot was diffirdt due to the hardness of thc saodstone and drilling refusal
was encountcrid in the fornration.
u*Laboratory testing pcrformed on samples obained from the borings iacl
naorel moishrre cotrtent, &nsity, Attcrbag limits and pcrccnt finer then sand size
gradation aurlyscs. RFsults of srrrell+oasolidation teSting pcrforaed oo relatively
uadisturbed drive samples of the clay and. smd soils, ptesetrted on Figs' 5 ald 6'
indicate low to moderats compressibility rinder couditions of loading and wetting' A
slallow sample of clay from Boriug 2 showeil a 4oderate expaNion poteEtial when
wcttcd. The othcr saoples showed low to no collapse potential (settlerrnt under
coffilant load) whea wetted. Atterberg limim testiag iudicetes rhar the clay portioa of
the soits havc low plasticify. The laboratory testilg is surumarlzed ia Table I.
No free water wes elcountered h the borngs at the dme of drilling or wben
ctrecked almost tbrcc wceks latsr on Seflerubgr 23,2W2- Tbe subsoils were slighrly
moist to moist.
FOUNDATION BEARING CONDITIONS
Sprearl footirg fouo.tlatioos should be suitable for supportofresideutial
coqsruction m LOt 8. Shllow sasdstoue bedrockwas encounteredai Lot 8B at depths
H-P GEoTECH
atl Lot200a u5:51 ! t63t6 &atStuu o JtfiNstlt Ku\KtL I UJ5 o f-AuL ou
of 2 to 4 fect. The bcdrock should providc relatively high bearing capaclty but will be
difficult to ercavate end chipplng 0r blasting will likely be required. The bedrock was
encouflered at 16 to 16 feet deep gnlqt 8A and may be encounteted near the bonom of
deep fouudation excavadoos. Tbe ovcrlyiag saqd 8nd clay soils should provide
modelate bcarrog capacky with low ro moderate ge$lemcatpotential, The expansive
clay eacouttered iu Boriag 2 appeus to be an anomaty and should. bc removed belorp
buildiag areas if eucouutered. Rccoumendatious for founderion design are provi6s4
below.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Csrsidering the substuftcc ponlitions encountered in the orploratory borings
snd ttre naure of the proposed coustnrction, we recornme[d the residences be fouuded
with spread foorings bearing on tbe natural sand and clay soiis or hard sandstotre
bedrock.
The dcsign aod consmrcdon cxiteria preseDted betow should be observed for a
spread foodng fouudation systm.
1) Footings placed on the undisurbed natural sald and clay soils should be
designed for an allowable soil bearing prcssure of 2000 psf. Footiogs
placedentirely on the saudstone bedrock canbe designed for 5O00psf.
Based on experiencc, we €xp€ct setlernent of footings designcd and
eon$ructed as discussed in tbis sectiou wiu be about I inch or less.
2) Tbe footings should havc a minimum width of 16 inches for coatinuous
walls and 2 ftet for isolatcd pads.
3) Exterior footings and footings beaea6 unheated arcas should be prrovided
vith adequce soil cover above tbeir beuing elevation for frost
protcction. Placement of foundations at lcast 4E inches below extqrior
Srade is tlzpically uscd ia this area.
4) Coutinuous fousdatiss walls sbould be rebJorced top and bottom to spaa
ocal atroma.lies sucb as by assumhg aD unsupiortcd lengtb of et leest
H.P GEOTECH
\ru_[lflll't rfi\lr gf
o
-)-
12 feet. Fouudatioo walls actil.g as reraidng strucnrres shoultl also be
designed to resist lateral carth pressures as discussed in tbe "Foundation
aad Retaining Walls" seciion of this repon'
5) Tbe topsoit, expansive clay and auy loose or disnubed soils should be
rcnoved aud the footing bcariug level exteuded down to uatural sand and
clay sorls or bedrock. Holes below footilg grade due io bedrock or
boulder removal should be backfilled with couqrete or compacted
granlar soils. If water seepege is encou:rtered, tbe footing areas should.
be dewatered before concrete placcment.
6) A representarive ofthc geotechnicai engibeer should observe all footing
excavations prior to concrete placornent to eveluate beanng conditions,
FOUNDATION AND RETAIMNG WALLS
Foundation wallg and retaiuing sruciltes which arq laterally supported aod can
bc expecqe{ to uodergo only a slight amoult ofdeflection should be designed for a
lateral earth pressrue couputed on the basis of an equivalent fluid unit weight of 50 pcf
hr bacldll consisting of the on-slte .soils. Cantilevercd reuiuing stnlctures which are
ssparate ftom tbc residences and caq be expected to deflect sufhciently to mobilize the
full agive e8rth ptessure conditios should be desigacd for a lateral earth prcsSrle
computed on the basis of an equir,raleat fluid unit weight of 45 pcf for bacldll cousistiDg
ofthe on-sirc soils.
All foundation and reuining struchrrcs should be dcrigned fs1 appropriate
hydrostatic aad mrcharge pressurcs sucb u adjacent footings, Uaf6c, construction
materials and equipnent. The preSzures rtcwtmended above assulDe drained coaditions
behiod the walls and a horizontal backfill surface. Thebuildup ofwater bchind a wall
or an upwud s)oping backfill surface wrll iomcasc the lateral pressure imposed on a
foundatiou wall or retaining structure. An under<lrain shOuld be proyided tO prevent
hydrostatic pressurc buildup bebhd walls.
Backfill should be placcd il uniform lifts and compactd to at least 90% ofthe
marimum standard Proctor densiff at a moisture contelt near optilrurn' Brkfill in
pavement and walloflay areas should be compacted to at least 95% of the maximum
H.P G EoTECI.I
v3t ralzaaa u9:51 itvJ?a I UJb o JtHfei[.h{Kt.hlKE L&AsslJC o IJA('L TE
6.
sardard ?roctor densiry. Care should be tatea not ro overcompact the backnl or use
large equipmeut uear tbe wall, since this could cause excetgive lateral pressure oothe
wali. Some sertlement of deep,foundation wall backfill sbould be expected, eveu if the
materid is placed correctly, ald could result in distress to faciliri€s consfucted oD the
bacldll.
The lateral resistance of foundation or retainiag wall foodng will be a
combiaation of the sliding resistance of the footing on the foundarion materials aad
passive earth pressure against the sidc of thc foot'mg. Rcsistance to slidiag ar the
bonoms of the footiags can be calculated based on a coefficient of friction of 0.40 for
the sand aad clay soils and 0.60 for saodstone bedrock. Passive pressure ofcompacted
backfill against tbe sides ofthe footings can be calculated using an equivalcnt fluid unit
weight of 350 pcf. Tbe coefficicnt of fidion and passivc pressure values recomrnendcd
above assume ultimate soil stengtl. Suitable factors of saftry should be included in the
design to limit the strain which will occru at tbe uhirnate strcngth, particularly in the
case ofpassive resistance. Fill placed against tbe sides of the footings to resist laterd
loads slould be coryacted to at least 95% of the rnaximum standard Pro*or de$ify at
a moisnrre cotrteDt ocar optiuum.
FLOOR SLABS
Tbe natural otr-site soils, exclusivc of topsoil, are suiuble to support ligMy
loaded slab-on-grade constuction. Expansive clays should be renooved from below
floor slab areas. T0 reduce the dfecu of some differential movcgent. floor slabs
should be scparatcd fiom all bearing walls ald colunns witb expansion joints which
allow uurestrained vertical movemell. Floor slab controljoints should be used to
red,uce damage due to sbrirkage crackiug. The requirements for joint spacing and slab
rciqforcernent should tn established by the designer based on experience end rhe
intended slab usc. A minimurn 4 inch laycr of ftcedraining gravel should be placed
bsneatl basemcut levsl slabs to facilitare drainage. This rnaterial should consist of
minus 2 inch aggregate with at least 50S retaiued ou the No. 4 sieve and lcss thau 2%
passing the No. 200 sieve.
H.P GEoTECH
EJI LEI2A65 UH:5T 5 /UJZUI bJ5 o Jt-f1N:tljtl t Aht ll KIITKLL&A55JU o
- l-
AU fill materials for support of floor slabs should be cornpactcd to at lcast 95 %
of maximum standud Proctor dcnsity at a moisture content Dcar optimum. Required
fill can consist of thc on-sitc granulu soils devoid of vegetatiou, topsoil and oversjzed
rock.
UNDERDMIN SYSTEM
Although free water was oot eocoultered during our exploratiou, it has been our
experience in mountainous areas. and where bedrock is shallo* that local pached
groundwater may develop during timcs of heavy.precipitation or gcasonal runoff.
Frozen gxound during spring runoff can also create a perched condition. we
rccommend below-grade coustnrctior, such as renining walls, crawlspace aud base.nent
areas, be protccted fro'n wettiag and hydrostatic prcssuc buildup by an underdrain
system.
The draias slould consist of drainpipe placed i:r tha bosorn of the wall backFlil
surrouuded above tho invert lcvcl with frsc{rainiag grannlar material. The drain
should be placed at eech level of e{cavation aud at least I foot below lowest adjaceot
finish gfade and slopcd at a minirum I% b asultable gravity outlet. Free4raining
granular material used in the uoderdraia systcm should contain less than 2% passing thc
No. 200 siovc, lcss than 50% passing the No. 4 sicve asd have a maxitilrm size of
2 incbes. The drain gravel backfiIl should be at least M feet deep'
STTE GRADING
The risk of constnrction-inftccd slope i.ostability at the sitc appears low
provided cut and fill depths ue linited. We assuune the art depths for the bascrrrent
level will not exceed one lcvel, about 10 to 15 fect. Thc bedrock bedding is typically
down inro thc hillsidc u thc sitc and neu vertical temPqrary cut slopes i:r the bedrock
should bc basible. Fills should be limitcd to about E to 10 feel deep. Emba*mcnt fills
should be compactcd to a[ least 95% of the naxtnutr stardard Proctor density neu
optimum moisure conteDt- Prior to fill placemcut, the subgrade should be carefirlly
prrepared by rernoving all vegetation ald topsoil aud compactilg to 95% sundard
H-P Georecs
aJt Lal zaa? t :: f.r..rL,-ll\l-rlr| I'LL,\I\EL
-8-
Ptoqor densir.v. The fill should be benched inrc the portiols of the hillside exceeding
2O% grailz.
penaaaeut uruerahed cut and frll slopes should be graded at 2 horizomal ro
I vertical or flatter aud protected against crosion by revegeta$on or other means. The
risk of slopc ilstabiliry will be iacreascd if seeprge is encoumered ja curs and flatter
slopes nray be necessary. If secpage is encountercd ia permaneat cms, an iwestigation
should be couducted to determine if the seqrage will adversely affecr the cul stability.
This office should review site grading plans for the project prior ro construction.
SURFACE DRAINAGE
The following drainage precautiou$ should bc obsefved duriag constructioo and
maintaircd at all times after the residences have been conoplaed:
: / t,Stttr f|J3 T...!Jc. la o
1)
2)
Iur.rudation ofthe foundation excavatioas andunderslab areas should be
avoided during constnrctioa,
Extaior bactfill should tre adjusted to neu optimum moisturc aad
conpacted to at least 95% of the maximum standard Proctor densiry iD
pavem€trt aDd slab areas aad to ar least X)% of rhe rnaximum smndard
Prcictor ilqrsity in landscapc areas.
Ihe grouud surfacc surrounding the extcrior of thc building should be
sloped to drain away ftom the fouadation in all dircctions. 'Wc
reconlmeqd a nioimum slope of L2 inchcs in the first l0 feet in uupaved
aleas and a milimurn slopc of 3 inches in tbe ftst l0 feet in paved arcas.
Frec-draining wall backfill sbould be capped with about 2 feet of rle
ou-site soils to reduce surftce water infiItration.
Roof downspouts and draius should discbarge well beyoud the limits of
all backfill.
3)
4)
DRTYEIVAY CONSIT.UCTION
The proposed drivcway alignruent is sbown on Fig. I aurt will iuvolve cuts ud
frlls up to 10 feet dcep. we assume tbc cut and fill slopes will bc rctained or will be
sloped at 2 horizonral to I venical or flatter. The westem portion of the dnveway
H.P G€orEcH
A3/L6l2aa5 69:51 e70328rfft JOFII€ON KU.KEL&ASSOC o PAGE. 13
-9-
crosses existing 2 to 1 slOpes and is close to the prOperry linc so rctaining wallS will be
required is tbis aga, Mechanically stabilized eanh (MSE) walls could be used for
suppon of road fill on the downhill sidc of thc road. MSE walls could be lsed to
support cut sloPes on the uphill side of the road but rnay rcguire EDre extensive
excavatig1 thu Other r1?cs of rctarning systems. Permanent soil nailing or cast'i!-
place concretc ve[xining wal]s could atso be used to support theuphill sidc ofthe
drivcway. Boulder walls maybe appropriateprovided. cut heigbr are relatively low
corDp.ued o the size of the borrlders. Bouldcr walls should be designeil based on a base
widrh of at least 7o the wall height. Retaining walls sbould include drainage behind the
wall and should be desigped bascd ou thc rcconmcndations contaiaed in thc FoBndation
and Retaining Walls sectronof this report. Latcral loading for retaining walls with a 2
horizonrat to I vertical back5lqpc should be takcn as 60 pcf equivalent fluid uuit weigbt.
MSE and soil nail walls are qpicelly dcsigncd and built by a specialty cootrastor. A
stength angle of30' can be used for the on-site saad and clay soils compactcd to at
least 95 % of tle nraxinum standard Proctor densiry. A strength engle of 32o can be
used for the in-placc soils. A cohesion of zero slould be taken for both the compactd
and nanual soil condition. fhc avcrage moist deusity of the inalace soils is about I lO
pcf.
We reconslend a pavemcut section of 3 inches of asphalt ovil 6 inches of % -
inch road basc for preliminary desigg of the proposed driveway.
LIMITATIONS
This study has been coaductcd in accordance wifr generally accePted
Beotechnical englneefing principles and practices iu ttris area at this tine. Wc uuke no .
warranty either cxpressed or irnplM. The conclusions nttd recomrncndatious submitted
in tnis rcpon are based upoa the data obtained from the explorstgry borings drilled at
&e locatious indicated ba Fig. 1, the proposedtype ofcOnstructionald oru experience
in the area. Our fiadings include interpolation and extrapolation of thc substrrface
conditions idenrified at the exploratory borings and vuiations in thc subsurface
conditiols ruay .uot bccomc c:ideot until excavatiou is perforraed. If conditions
H.P GEOTECI.I
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-10-o
' etrcorultered during construction appear differeut fion tbose desciibed ia tbis report, we
should be notified so that re-evalu.ation of the recoruaendarioDs may be made.
This report has bee,u prepared for tbe exclusive use by our client for design
pu{poses. We are not responsible for technical interpretarions by others of ou
informatiou. As thc project evolves, we should provide contitrued cousultatim ald field
services during coustructiou to review and monitor tbe implcmcntatiou of our
reccmmendetioDs, and to veriry tbat the recomsreDdations have been appropriately
imerpretctl. Significaut dcsigrr changes may requlre additional analysis or modifications
to the recommendations presented herch- we recomnend on-gite observation of
excavatioas aud fouadation b"aring srrata and tcstiag of srructural fill by a
representative. of tbe geOtechnical engincet.
Sincerely,
IIEPWORTH - PAWLAK GEOTECIINICAL. INC.
Daaiel E. Hardin, P.E.
Rcviewed by:
Sreven L, Pawlak, P.E.
DEH/djb
attachments
cc: Peak land Cousultants , Artn: George Mussmau
Vandcrwalker Constructiou - Attu: Bob Vanderwalker
H-P GEoTEGH
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't01 549 HEPWORTH-PAWLAK
GEOTECHNICAL, INC.LOCATION OF EXPLORATORY BORINGS Fig. . 1
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BORING 1
ELEV,= 3499'
EORING 2
ELEV.= g5g5'BORING 3
ELEV.= 8487'
BORING 4
ELEV.- 8498'
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-2o0qJJ
1B/12
wF!,5
0Ortl5
u .J L-
I
T
o-['
L____l.__j
LOT 88 LOT 8A
Explonotion of slmbols is $rown on Fig. +.
10: 549 HEPWORTT{_PAWLAK
GEOTECHNICAL. INC.
LOGS OF EXPLORATORY BORINGS
LOTS 8A AND 88 Fig. 2
A3ltql2ao5 69:s1 97632817 JoiNsrlr KLNKEL&AT FAGE T7
EORING
ELEV.=8453'
BCRING 6
ELEV.= 8452'
BORING 7
ELEV.= 6435'
PRoPOSED ROAD q*vlrroN,
PROPOSED ROAD
ElrvA lloN = 6458'
6/r2
*C=1ZO
0I)-112
-2OO=97
11 n2
nc=5.ir
0D-90
-2O0-49 [=30
Pl=10
r/o
PROFOSED ROAD
ELEVANON
1xf2
7 /8.16/6
*C=10,9
0D=l0E
-2oor70
6/12
23/12
Wc=7.+
OD-96
-2G5!Ll.'.26
PltS
12/12
srF8.5
DO=r 04
-20q-55
z6/12
t)
a)
I
E
(L
t)cl
o or
-c o o o
fi/n,10/o
Note: Explqnotion of syrnbols is shosn Fis.4.
r 01 549 HEPWORTH_PAWLAK
GEOTECHNICAL. INC.
LO6S OF EXPLORATORY BORINGS
ROADWAY
frg. r
vJl Lal 4.(,ua uJ:31 JruJzttluJc JLritSr-rrl nlrv\eL&F|)J-,!-Tt{(:E I O
slightly fitoist to moisl,
,wn.l
k frogr.nents, s'tiff to
I
possible smoll boulders,
I
into hilrsido. Minturn
I
n somplo, ASTM D-'1586.
rr rortins ro inchos we'e I
iqmoter continuous nisht
I foolnres shorn on lha site
I
.rrs on thc site plon nroviacA,
I
only to the degree lmpljed
I
""r---''-l
I t.rorNo' --
I I rvl
I () FILLI on-site cloyey sond with topsoit, scqttared rock frogments, toose, slightty
I t 5l DroYn'
ltu
I Fl TOPSOILi sondy ailty cloy, orgonic, firm, slightly moist to. motst, dork brown.I t^J t-I r---z
I k-,:,q CLAY AND SAND (Cr--SC); sondy silty ctoy to ctoley sond, scottcred rock frogm,
I Ef wry st itt or medlum densa, moist, b.own to reddish brosn.
I
I EH SAND ANo. 9RAVEL^ (sc-cc)l ctoyey, with sondy ctoy toyors, cobbt€s cnd possibte
I Ed dense, moi6t. reddish brown.
I
| ffi sANDsroNE BEDRod(; hord, stightfy moist, reddish brown, bedding down inro hilrs I Hl Formotion.
I IL
I U Rclotively undtsturbcd drire sornple; 2-inch l.D. Coiifornio linor somple.l:
| | Driv€ sqmple; stqndord penetrotion tcsr (Spr), 1 3/a rrah r.D. spfi spoon somprr
lrr r' Drlve Bompl6. blow count; indicdtes thqt 17 blows ol o 140 pound homrror folling
l" , ''. r.qulrod to drlr,re lhe Colifornio or ST sornpla. t2 inches,
I -;t- Procticor drilting ietusot.lr
| -- Dcpth of which boring hod coved when checkod on September 25. ZOOZ.
I
I NorES:
I t. Explorctory borings wcrc drillcd on septernber 4 qnd s, 2ooz sith a 4-inch diqmoter
I pofor ouger_
| 2. Locotlons. of erplorotory boringe were meosurod approxhotely by pocinE from foolures
I pt"n provided.
[3. Elewtlons of elglo-otory borhga were obtolnad by intcrpolotion betvcan contours on t
I uofrng toge ore drqwn to d€pih
| 4. Thc.rxplorotory boring locqtigns qnd clclrrtions should be considered occurqte only to I by th€ mcthod used.
I a. jf: llner betwcen moteriors sfrorn on the crplorotory borinE rogs reprcaent the qppror
I Dar$/een moteriol tlpcs ond trdnsl ons rnoy be groduql.
6. ll^o- !c9 rqtor wos qncounterod in the borlngs st th e tlme of drilting or when checked 2o02. Fluctuotion In wotcr lev6l moy occur ilf, time.
7. Loborotory Tcstlng Resulis:
WC=WoterContcnt(%)
DD .= Dry Donsity ( pif )'+il = Percent rctolned on No,4 9icw.
-200 - Pcrcont possing No. 200 sie*.
+-LicuidLimit(Z)PI = Ploeticity tndex ( Z )
't 01 549 HEPWORTH-PAWLAK
GEOTECHNICAL, INC.LEGEND AND NOTES Fis. 4
.rul|riJul'l vJl Lal zrJvJ rrf , :,.rr f a (rJao o a
4
2
N 'c
o G.l
c'A x kl io
c I a P{
cl
o ()
L
0.1 1.0 l0
APPUED PRESSURE - ksf
100
0
1
N
c2 o z a,|'h.?E-o u
4
,5
t.0 10
APPUED PRESSURE . Kgf
10q
Molstura Content * 7.8 percent
Dry Denslty = 125 Pcf
Sqmplc oft SondY ClcY
From:Boring2ot4Fect
\
Exponsion
upon
wettlnE \
Moisture Content - 2.2 Porccnt
Dry Dcnsity = 106 Pcf
Somplc of: Sondy SiltY CloY
FromrBortngSot4Fcat
compression
upon
wetting
\
\
0.'l
fDl 549 HEPWORTH-PAWLAK
GEOTECHNICAL. INC.SWELL CONSOTIDATION TEST RESULTS Fig. 5
x
-9 gt
E 'o
o (J
o
1
2
?
4
o.1 t.o Itt
APPUED PRESSURE - ksf
100
N.
c I t,ltt o ,-o-
E o
Cl
0.1 1.O 10
APFLIED PRESSURE - ksf
100
Moisture Content - 8,5 percent
Dry Density = 115 pcf
Somple of; Cloyey Sond
From: Eoring 3 ot 14 Feet
Compression
upon
wcttlng
\
Yolstura Content - 6,4 porcent
Dry Dcnsity - 114 pcf
Somple oft Ao!€y Sond
Froftr Borin g 4 ot 4 Feet
---.
Compression
upon
wetting
I
I
HEFWORTH_PAWLAK
GEOTECHNICAL. INC.SWELL CONSOLIDAT]ON TEST RESULTS
-m e3 z eo ;,v.|
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B
50
Department of Community Development
Building Safety and Inspection Services
75 South Frontage R@d
Vail. Colorado B1557
970-479-2138
FAX 970-479-2452
www.vailgov.com
BUILDING SAFETY A]{D INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO:
FAX/Email#:
NUMBER OF PAGES:
FROM:
DATE:
BUILDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
Contractor/Applicant Architect
Western Fireplace Supply
Chantelle Medina
668-5506
proj#
2
Chris Gunion, Building Plans Examiner
021201200s
M06-0025
Meadowbrook Duplex
1465 Aspen Grove Lane
R-3/U
V-B
3
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code, 2003International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International
Energy Conseruation Code and 2002 National Electrical Code as modified and adopted by the Town of
Vail.
The following aomments will need b be addrcssd prior to issuance of a building permit:
For processing:
o Please submit two complete sets of revised construction documents containing the requested
information with all plan revision items clouded or othenruise identified.
o Please respond in writing to each comment by marking the attached list or creating a response
letter. Indicate which olan sheet, detail. soecification. or calculation shows the requested
information. Please send revisions to the attention of the plans examiner with the building
oermit application number noted.
o Please be sure to include on the resubmittal the enoinee/s or architect's "wet" stamp, signature,
registration number and date on the cover page of any structural calculations. all structural
details and structural sheets of the olans. For commercial or multi-family orojects all sheets of
the plans must be stamped,
fi,. *".nani.al permit application indicates 2 wood buming and 3 natural gas fireplaces to be
installed. Please refer to the Town of Vail ordinance included, The proposed number of fireplaces
exceeds the maximum allowable per dwelling unit and does not correspond with the approved
building permit plans.
Pleas€ r€fer to the cover sheet for informauon on resubmitting plans. In order to avoid delays in issuance of
a permiq please check all r€quested information is included with the resubmitted plans. Please submit
revised plans as a complete set. Partial plan resubmittals will not be reviewed.
F: \cdev\CHRISLPERMIT.COMMENTS\M06-0025. DOC
a
t AppLIcArroNeL. *o, BE AccEprED ,, ,r.orr.re *;itt""pU M
Building Permit #: 14of - Coi5-
Mechanical Permit +:-T?S' O016
97 O- 47 I -2L49 (Inspections)
Permit will not be accepted without the following:
le to include:
Flue, V
Heat r Equipment Cut/Spec Sheets
CONTRACTOR INFORMATION
TVWNOFVAII
75 S. Frontage Rd.
Vail, Colorado 81657
14o
Mechanical Contractor:Contact and Phone #'s:
VZ" - <+aAA.
Town of Vail Reg. No.:
E-Mail Address:
MECHANICAL: $
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
*xx***************xx***xFoR oFFIcE usE oNLy*****x***********************
Contact Eaqle County Assessors Office at 970-328-8640 or visit for Parcel #
Parcel #
rob Name: rl:to 2-.,rou .o JobAddress: 11uFF.. dn<*- eP
Lega! Description Lot: $elock: I Filing: !
owners*ut"' M",- l{'t-a llnoaress: l4Ls A<',-,ca (.,e^u" qll Phone: 3lt 'a+c/
Ensineer: {irt-f 4 WVp_+,; ll Address: ll Phone:, 3;ln Otq^
Detaileddescriptionof work:J19{ol( Rait)rd,"*. tlo.,ulle&iw5 and 6otl<* r,F1-2".
WorkClass: New(zf Addition( ) Alteration( ) Repair( ) Other( )
Boiler Location: Interior ( t-)- Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-family ( r-)-Duplex ( ) l4ulti-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Tvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) wood/Pellet ( ) wood Burning (
No/Type of Fireplaces Proposed: Gas Appliances (--f-Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
\\Vail\data\cdcv\l:ORlvlS\PIl{N,lIl S\lv1l]CI lPtil{M DOC |rF 01/26i2002.
a
,{
Town of Vail MechanicalCodes and Desiqn Criteria
i You must obtain Design Review Board (DRB) approval if any of the mechanical work witl involve
ANY exterior work. This includes and is not limited to removal and replacement of driveway snow
melt systems. Please contact a planner at 479-2128 before submitting your mechanical permit
application.
, The Town of Vait has adopted the lggS lnternational Mechanical Code (IMC) with the 1997 Uniform
Mechanical Code (UMC) as an acceptable alternative.
r All new consbuction within the Town of Vail is considered to be of unusually tight construction, thus
all combustion air is required to be drawn from outside the structure for mechanical equipment.
Reference the 1997 UMC Sec. 7Ol..Z,
Town of Vail Fireolace Ordinance
In September of 1991, the Vail Town Council adopted an ordinance which restricts te construction and
use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has
undergone numerous changes and revisions, striving for compromise, yet effectiveness in addressing
the air quality issue. Therefore the following criteria has been adopted:
t Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail
municipal boundaries.
. Dwellino Units - Each new dwelling unit may contain:
One (1) EPA Phase II ceftified solid fuel burning device and no more than two (2) gas appliances
(B vent)
OR
Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent).
. Restricted Dwellinc Units - Each new restricted dwetling unit may contain:
One (1) gas log fireplace and not more than one (1) gas appliance fireplace.
. Accommodation Units - eain new accommodation unit may contain:
One (1) gas log fireplace or one (1) gas appliance fireplace.
o If two or more separate dwelling units or accommodation units are combined to form one larger
unit' the combined unit may retain one woodburning fireplace (if one already exists) and no more
than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas.
. If during the course of a remodel an existing woodburning fireplace is altered or mbved, the unit
must then comply with all provisions of the ordinance. That is, the fireplace must be convefted to
natural gas or replaced by an EPA Phase II certified unit.
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Qr.o*rrrNT oF coMMUNrrY oru?oorr*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #:P05-0055
LN VAIL
LANE
Desciption: NEW SFR-INSTALLATION OF DWV ROUGH PLUMBINC AND INSTALL
FIXTURES
Valuation: S53,200.00
Fireplace Information:Restricted:
Status . . .
Applied. .
Issued.
Expires .
05/24/2oo5
05/24/2005 Phone:. 926-3L26
05/24/2005 Phone: 926-3126
# of Gas Logs: ?'!
Total Calculated Fees-- >
Additional Fees---------- )
Total Pe rmit Fee---------- )
Payments------------ >
BALANCE DUE--------- >
ffof-oag{
ISSUED
05/24t2005
07/r9t2005
0|t5ta0nf.
# of wood Pallet: ??
s0.00
s1,015-50
91,015-s0
90.00
TOWN OF VAIL
75 S. FRONTAGEROAD
vArL, co 81657
970-479-2138
Job Address: 1465 ASPEN GROVE
Location.....: 1465 ASPEN GROVE
Parcel No...: 210301415022
Project No : ,,n 'rrJ of-oa'f7
OWNER MEADOWBROOK DUPIJEX INC
].592 MATTERHORN CIR
VATI-,
co 8L657
APPI,ICAI\ T TROPTCAL HEAT INC.
PO BOX 4747
EDWARDS
co 4L632
I-,icense: 3L5 -P
CONTRACTOR TROPICAI HEAT INC.
PO BOX 4747
EDWARDS
co 81_632
Iricense:315-P
'!2 # of Gas Appliances: ??
Plumbing-- >
Plan Check-- >
Investigation- >
Will Call----- >
S810.00 Restuarant Plan Review-- >
S202.50 DRB Fee----------- >
$o. oo TOTAL FEES------------->
$3.00
FEE SUMMARY
$0.00
90.00
91, 01s . 50
Item: 05100 BUILDING DEPARTMEMT
O5/24/2OO5 JS Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI.ICE.
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
'1.
* ******* +***'* **********************+********** ******,1.** * ** * + + * * + + * * * * * * * * * * * + * * * * * * * * * * * + + +
TOWNOFVAIL, COLORADO Statement
******:f**************'*****'i'|*****'l*****t***+*****++++****'l*+*+***{r*'h:}**t****:}***++:F********!:}
Statement Nurnber: R05OOO11-02 Amount: $l-,015.50 07 / 1-9 / 20 0 5 01 : 2 6 PM
Payment Method: Check
Duplex L8 61-
fnit: DDG
Notation: Meadowbrook
Permit No:
Parcel No:
Site Address:
Location:
This Payment:
PF 00 t" 0 00 031123 0 0
PP 00100003111100
wc 00r.00003L12800
P05-00s5 TylTe: PLIJMBING PERMIT
2703 - 0L4 -!502-2
1455 ASPEN GROVE I-,N VA]L
1455 ASPEN GROVE I.,ANE
S1, o1s .50
Total Fees:
ToLal AIJIJ PMtS :
Balance:
$1, 015 .50
91, 015 . s0
$o. oo
***** ****** * ***** * *****+****************i**f,:t:I *:1.+* * * * * * *** *************+* * * * * * * * * * * * * * * * * * * *
ACCOUNT ITEM LIST:
Account Code Descripti.on Current Pmts
PIJAN CHECK FEES
PLIJII{BING PERMIT FEES
WILI, CAI,L INSPEETION FEE
202 . so
810.00
3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
Project #:-bvJ
mmt0FVAtt
75 S. Frontage Rd.
Vail, Colorado 81657
Fr*prt Building Permit #:
Plumbing Permit #:
97 O- 47 9 -2L49 (Inspections)
TOWN OF VAIL PLUMBING PERMIT APPLICATION
CONTRACTOR IN FORMATION
Plumbing Contractor:
A lllootcoJl A<af, Tuc
Town of Vail Reg. No.:
- 3i;-F'
Contact and Phone #'s:
Ko - +)tL
E-Mail Address:,r'/
Contractor Signature: (,/ / /A/Otq,-/ /*__---
COMPLETE VALUATION FOR PLUMBING PERMTT (LaboT & MateTiaIS G o FOR U
PLUMBING: $ €9,'2D.)
Contact Assessors Office at 97O-328-864O or visit www.for Parcel #
***************************************FOR OFFICE USE ONLY*******************t<*****************
Other Fees:Date Received:
DRB Fees:Accepted By:
Planner Siqn-off:
Parcel #
Job Name:
, LB KG.SI DO q c c:Job Address:
Phone: Tlt a
Phone: 3)S O.;9 z
Detailed description of work:'fa5{c\a{,o,r. of DurU Rouftt pt,r'" rt'.lj cLqal I
WorkClass: New(uf Addition( ) Alteration( ) Repair( ) Other( )
Type of BIdg.: Single-family (c--) Duplex( ) Multi-family ( ) Commercial ( ) Restaurant ( ) fther( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
\V{il\d t \cdev\FOltMS\l'ERNII l SrPl-lvlt}PERltl.lX)C
&;o'5'P
07i:0,:001
Requested Inspect Date:
Insp€ction Area:
Site Address:
A/P/D Information
Activitv: 805-0055 Tvoe: B-BUILD ConstTvp6: 101 Occuoah'cv:
OWTieT: MEADOWBROOK DUPLEX INC
Contractor: Meadowbrook Duolex. lnc
Description: NEW SFR
??-?so#oz tnspec$on,FedruFqitffforting Page 28
Reouested Time: 08:00 AM ' Phone: 570-376-2742
Entered By: LTILLMAN K
%,X
'-/
I
i
b
Wednesday, September 26, 2007
CG
1465 ASPEN GROVE LN VAIL
1465 ASPEN GROVE LANE
Reouested Inspection(s)
Inspection Historv
Sub Tvoe: NSFR [lse: V-B
"' Approved *' - ..AClron:
Phone: 303-476-7051
Status: ISSUED
Insp Area: CG
IN FOOTING
Item: 10 BlDc-Footinos/Steel + UF
06/14105- lnsoector:
Comment: CANCELED 06/15/05 Insoector:
Comment:
06/16/05
Comment:
07t29t05
Comment:
09t12t05
'Dave
/ will call Dave 376-27 42
q('
DAVE HILB.
D STRUCTURAL
INTERIOR FOOI
CIRCLED IN BL
P FOOTINGS
DECK OVER
Art
RETAINING WALL F
- ^ '* Approved *
1 1/2" CLR TO F
YSgA FOR WINI
i/SgA FOR WAL
MADE PERIM
T THE TOP OF A
/ MASONRY FOT
COLUMNS
NR NOT READY FOR INSPECTION
WALLS.
TO FOOTING AND NO HORZ
; TO TOP OF COLUNM
ALL NOT DOWELLED TO EXISTING WALL LOWER 4'.} Action: PA PARTIAL APPROVAL
Action: AP APPROVED
ES @ 9" OC TO 2 PIERS.
Appioved *
Comment:
07t14to5
Comment:
07t25to5
Comment:
REPT131 Run Id: 7100
01-02-2007 Page 38
4:12Om
Requested Inspect Date: Wednesday, January 03, 2007
InsDeclion Area: SH
Site Address: 1465 ASPEN GROVE LN VAIL
1465 ASPEN GROVE LANE
Ir/P/D Information
Activitv: E05-0162 Tvoe: B-ELEC
Const Tvp6: Occuoahbv:
Owrier: MEADOWBROOK DUPLEX INC Applicant: EAGLE/SUMMIT ELECTRIC COMPANY
Contractor: EAGLE/SUMMIT ELECTRIC COMPANY
Description: ELECTRICAL FOR NSF Cominent: ROUTED TO STAN HAHN - LCAMPBELL
Reouested Inspection(s)
Item: 190 ELEC-Final
Reouestor: EAGLE SUMMIT ELECTRIC COMPANY/' Randv
Assigngd.To: SHAHN Action: Time Exp:
I ,i-tVlrt
Inspection Historv
Item: 1 10 ELEC-Service Item: 120 ELEC-Rouqh ** Aooroved '*
05/08/06 Inspector: shahri'
Comment:Item: 130 ELEC-Conduit Item: 140 ELEC-Misc. ** Aporoved *"
08/1 1/05 InsDector: SHAIIN
Comment: SERVICE APPROVED.Item: 190 ELEC-Final
Sub TUpe: NSFR
Phone: 719-836-3559
Phone: 719-836-3559
Status: ISSUED
Insp Area: SH
Requested Time: 08:30 AM ' Phone: 970-471-1284
Entered By: LTILLIVIAN K
A ,t ( ,'o v(D
Sl*J N/
Action: AP APPROVED
Action: AP APPROVED
REPT].31 Run Id: 6L73
O DEPARrMENroFcoMMUN,t"turroPMENr TOWN OF VAIL
75 S.FRONTACEROAD
VAIL, CO 81657
970-479-2138
Inv€stigalion->
Will Call-->
S0 . OO Recreation Fee------> $O . O0 Tolal Permit Fee----> $3, 258 . 93
$3 .00 Clean-up Deposil--..----> $0 . o0 Payments'--'--------> 93, 268 .93
TOTAL FEES--------> 53,258.93 BALANCE DUE----> $0 - 00
a't a:ttt *a.t**:tt,ta I t a+ ar** '|,] '} 't*:l 'l a:l *:1.**:4,|t ** *,t *,1. 'l* ** 't:.,* *
Approvals:Item: 05100 BUIITDING DEPARTMENT
o8/L2/2o03 cdavis Action: AP AII work shall
conform to 1997 I,BC chapter 33 and appendix chapter 33
ltem: 05400 PI-'ANNING DEPARTMEN|
08/L2/2oo3 ao Action: AP
ITCM: 05600 FIRE DEPARTMENT
Item: 05500 PIIBIJIC WORKS
L.r\-6 A .,1
\^----t-..t?^5 -*
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT Permit #: 803-0211
Job Address: 1467 ASPEN GROVE LN VAIL Status . . . : ISSUED
Location.....: LOTS A,B,C Applied . . : 08/08/2003
Parcel No...: 210301415022 Issued . .. : 08/13/2003
ProjectNo : ? ia5rc S -O lq5- Expires...: 0210912004
owNER SELBY, ROBERT E. & KRISTINE 08/08/2003 phone:
8O], E. CAIJI'E BARBERA
TUCSON, AZ
8s7L81_0 00
License;
CONTRACTOR Site Resource Management, In08 /08/2003 Phone: 970-328-5100
P.O. Box 4250
0189 Sawatch Road
Eagle, CO 81531-
License .. 677 -B
APPI-,ICAIqr site Resource Management, In08 /o8/2OO3 Phone: 970-328-5100
P.O. Box 4260
0189 Sawatch Road
Eagle, CO 81631
T.icense: 677 -B
Description:grading perrnit for lots A,B,C
Occupancy:
Type Construction:
Valuation: $275,860.00 Add Sq Fl 0
Fireplace lnformation: Restdcted: # ofGas Appliances: 0 # ofcas tigs: 0 # of Wood Pellet: 0
*'l* lt* +.t*{ *!tl *a:t ll+tl+tl +a**l l *+ *t
Building-> $1,979.35 RestuarantPlanReview-->
Plan Check--> $1,296.58 DRB Fee---------->
So . oo Total Calculated Fees-> $3, 258 . 93
so. oo Additional Fees----->90.00
o8/08/2oo3 Ls Action: COND See Conditions
PAGE 2 :f't*,*{'{.***f*,tti*+*t!{r**:f*'t***+*,}*,****,t,****!i't**'**!t,}'i***:t***'i***:f******'t**,t,}*********,}+********'f+*+*****{.*{.*+
CONDITIONS OF APPROVAL
Permit #: 803-021 I as of 08-13-2003 Status: ISSUED
'l'*,i{.*+!t*!i{.'l!t*:f****'f*:t't!t**:f:*,t ***********+* **,f ****'t **,r****** **,}*!r.** * * * *{. 'r * * '}*****{.'*'}d.:f *,t **,}** * {.*{.****1.*!tl.*
Permit Type: ADD/ALT SFR BUILD PERMIT
Applicant Site Resource Management, Inc.
970-328-5r00
Job Address: 1467 ASPEN GROVE LN VAIL
Location: LOTS A,B,C
ParcelNo: 210301415022
Description:
grading permit for lots A,B,C
Applied: 0810812003
Issued: 08/13/2003
To Expire: 02109/2004
* 1. * * * * !t ,t {. !t * * r} * !t t' * ,} * * * 'i '}
!* !t * * *
'f, 't {, * * * * * 'i {. * * * * * ,i ,t !t * * * '* COnditiOnS *********,}************'F******'1.**,}***********
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR coDE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.1 OF THE I997 UBC.
Cond: CON0006050
Fire turnaround area - Grade must be reduced from | 0% to 8%
grade.
Cond: CON0006051
With Mike McGee - (Vail Fire) out of office, tuther
discussion of additional fire hydrant in the middle of long
driveway is required. Per Mike Vaughan, a Fire Hydrant is
required every 300 ft.
Cond: CON0006052
Futher discussion is also required regarding Fire Truck
trunaround area. As shown, 42 ft truck will not be able to
meet tumaround. PLC - George Mossman says Mike McGee
aereed to 22 ft Fire Truck.
* tr +r I i *+ rr *t+ t | **:r *air * tt Iir *r +a | *t, * a* * * a r** r l***** * a
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 accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SICNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
* * + + + * + + * t + ** * * + + t * + * * * * * * * * * * t * * + * * ******* *** ***** ********* ** **f* * *'|*{.'1.'}**:t i.:}*+*** ** * +**+**
TOWN OF VAIL, COLORADO Statement
*+'it*++**t**t*++**+++t******+*++******f,*****f********+*****tt+ *+++*tl+*****i******t****** ****
Statsement Number: R030004483 AmounE: $1,289.58 08/13/200309:03 AM
Pa)ment Method: Check Init: DDG
Notation: SiteResource
Management. 1512
Permit No: 803-0211 Type: ADD/ALT SFR BUILD PERMIT
Parcel No: 2L030L4L5022
Site Addreas: 1467 ASPEN GROVE L,N VAIL
Locat.ion: LOTS A,B,C
Total Fees: $3,26a.93
This Payment: $1,289.58 Total ALL Pmts: $3,258.93
Balance: 50.00
** **+***t** * * * + '|. * * * * * * * * * * * * * * * * * * * * * * {' f * * + + * * + ***** ** * * * * {. * * + :1. 1. * * * * * * * ** ****+** * ***,},t* *:} ***
ACCOLINT ITEM LIST:
Account Code DescriDtion Current Pmts
PF OO1OOOO31123OO PLAN CHECK FEES
tlc 00100003112800 |,IILL CALL INSPECTIoN FEE
1 ,286. 58
3.00
+ * * * * l. + i * * * * f, * * * * * *+**+*+***++*** * * * * + + * * r. * * + * * * * ****** * * * * * * * * * {. {.:1. * + + * * * * * r. + + * * * * * * * * '} * * ***
TOWN OF VAIL, COLORADO Statement
* * * * * * * * + * * * f + * * * * * ***+* ** * ** ** *****+* * * * t +,1. * * * * *
'1.
+ * * * * +*1.*t*,t ******+*** * * * * * * * * * * * * * * i. * * * * *
staEenent. Number: R030004482 Amount: iL,979.35 08/L3/2OO309:02 AM
Palment Method: Check Init.: DDG
Notati.on: Selbv 8875
Permit No: 803-0211 T)4)e: ADD/ALT SFR BUfLD PERMfT
Parcel No: 2LO3OL4L5022
Site Address: 1457 ASPEN GROVE L,N VAIL
Location: LOTS A,B,C
Tota1 Fees: $3,258.93
This Palment,: $1,979.35 Total AIJL Pmtsr $1,9?9.35
Balance: 91.289.58
* * * * * + + * * * * * * * * ** + * * * * + * * * * + * * * + + + * f * + + + * * * * {. + * ,} * * :t d. tt + * + + * * * * * * * * * * * * + * +,1.1. * * * * * l. * + * * r} **{.**++
ACCOI]NT ITEM LIST:
Account Code Description Current Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES 1.979.35
9 - *-\'O
AppLrcAroN wrLL Nor BE AccEprED rF rNcoMpLErr..i":i#.jT.:14
Building Permit #: .'
97 0 47 9 -2'l 49 (ln spections
TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical,
ll
TOWNOFVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
.r.-, b'9ozll
CONTRACTOR IN FORMATION
General Contractor:
,"a-?r'=to -t fY\*"o*,
Town of Vail Reg. No.:64'\ - r,
Contact and Phone #'s:
'17o\ ?z: -tr6o
Email address: S Crn Q-..1 *i \ . St_f
Conjze(or Sif nature: 1'( =,*f ,\<z:-
COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials
BUILDING: $ELECTRICAL: $orHER: $ aa',8L 6
PLUMBING: $MECHANICAL: S TorAL: $ Uet.geo o-o
For Parcel # Contact Eaqle County Assessors Office at 970-328-8640 or visit www.
Parcef# b Ztosot4 t162-l .l'z-ror.",*too\c,
2-l o)o tzlr 5oz3
Job Name: S s*r-, D',i.**,JobAddress: l4cq E>eh) Gerr+rz-r-^s.
Legal Description uot: l$ll erocr: l,Filing:A S u bd iv is io n : fto *:t,---rt
Owners N"r",tLO,r._ :.f8*lf 3. .*.?3r! a{e . r z..\ ?.tfi,' l'Phonegf?c.) ,Zl-Z'l?f
ArchitecUDesigner:Address:Phone:
uidin"6irl-. C,,'.- i-r...r,r,oJlo98l%tt'1,.-..r, *'.r-Lt Vr.-co -.ius+ll Phone'4?e -tg44
Detailed descriotion of work
0*-l^,,*.. ,+ilo tJ* Cor',.*.-l"o- ( (,"".o.st- f-..-:)
WorkClass: New(i) Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior (E) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other(y'
No. of Existing Dwelling Units in this building:No. of Accommodation Units tn this building:
No/Tvpe of Fireolaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood BqM!g--(
No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Peltet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
**+*********jrr*dr*i******t**********Fo R oFFlcE usE oN LY*"*********t***************t********
ees:
DRB Fees:
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Planner Siqn
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07 t26t2002
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT
Or*ro, '- -
PW#: -i
l
parcet+: i- [ ]
2o$l Btdg. permit +: B1
l-
l
tlt
L]I
.
i
-[tt I: lti I l
(.(-rnn-r6-
Streel Address
5wb*u
Excavatinq Contractor Name
?.o.0o* izc o
/ 1 -l a (1, Lnknown ca I
b f t - u ,tto rleo ^wi n
?-^x-, c Co ZtCs 1 {1fu t >LA- Sroo
City State zip Phone #
.{ ac6j* b"> Oa Yu->"' Start Date ,, Complelion Date (Permil Expiration Dale)
4. workisforlcircreone; @@t @ @ r@Eh"Gfuel]ffi Temp. Site Access
6.
1
8.
the necessary Town of Vail signatgres., Please allow up to one week to process.
- Xcel Energy (1-800-922-1987\ Kil .lut---tl
Xcel Energy High Pressure (1 8oo s221s8" L/ )*
10.
11.
otrer g"+-^rlr-rt,*-l 1 Llr:--a-+f C-*bc
Contractor's Sronalure ol Aoreement Print name clearly
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
479-2138 ext. 0)z.Mailing Address TOV Contractor's License Number REOUIRED
5. Trench-widlh
(min. 4')
Length Depth
Total SF $
Total LF $
Bond Amount $Permit Fee S Total Permit Fee $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket and lugs shall be protected at all times.
A signature below indicales a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain
Qwest (1 -800-922- 1 987)
- AT&T Broadband (1-800-922-1987)
Eagle River Water & Sanitation District'(970-476-7480, ext.
-- Holy Cross Electric Company (1-800-922-1987)J
Town of Vail Electricians (970-479-2158)7a-
Town of Vail lrrigation (970-479-2158)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be submitted and
approved by the Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
Permittee must contact Public Works Department at 479-2198 24 hours prior to commencing of work. Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection lee.
12. I certily that I have read all chapters of Title 8 - Public Ways and Property, of the Vail Municipal Code and all utility
9.
Date of Signature
White - Public Works
Yellow - Contractor
05/29.22009 10:09 FAX 970 PEAf, LAND CONSUL
QuesUons? Callthe Building Team at 479-2325
I0l.f'N
Depaft ment of Community Davr{opmcnt
Project Name:
Project Address;
/ Thls Chdli* must be comoleted b6org.a Euildlno Pqmttaoolialitm k
aEceobd.
t'Alt paEes of application is complete
€nas DRB approval obtained (if rcquired) Provitte a copy of approml form
o fondomanidm Assodadon hRer of approral atbched if project is a MultFFamily complex
D/ CompkE site plan submiEed ,a 5/ Public Way Permit appllcation irduded if applicable (refer to Public worl6 checkl6)
D Staging plan included ( reler to Public Works check[n) No dumpst€r.parkinq or material storasc
altowed on Fo.dw,eys and 3houldFr{wlthout wrltten aEofoval
c| Asbestos tcst and results submitted if demolation is occurring o Arcfiilect stamp and signature lAll Cdnmercisl and Multi tamlly)
o Full floor plans including building sedtons ard elevations(4 sets of plans for Multi-Family and
Commercial)
o Windohr and door schedule
tr full sfiuctural plans, includi.S deslgn ctltetie (ie.loads)
o/StrrAud Engineer 5tamp and signature on iffuctrrral plans (All Com,iercbl and Mutti Family)
o Solls Report must be subrnitted prior to foo(ing hspection
o Fire resistive assembli'ss Specified and penetfadons indicated
o Smoke detectors shown on plans
ct Types and quantity ol Freplaces sho$rn
Applicanfs Signature;
Dateofsubmitt l:
t708010
o
@or
F :/cvtryoneJfom Vbl dpcrm2
Received By:
05/20l200t l0:0E FAX 970{768810 PEAI LAND CONSIIL
DMINAGE AND CULVERT INSPECTIOI{S.ARE REOUIRED BY PUBLIC WORKS!
Pteasc rcn<l lnd check olf cech of the items bclow:
The Town of Vail Builcling Department has developed the following procedures to
ensure that new constructlon Sites have adequately eslabli5hed proper drainage
from bullding sites along and adjacent to Town of vail roads or streets.
The Town of Vail Public Work Depaftment will be required to inspect and aPprove
dnlnage adjacenl to Town of Vail roadS Or streets and the Installafion oF temPgrary
or permanent culverts at access points from the road or str€et onto $e constuction
site. Such approval must be obtained prior to 6ny requests for inspection by the
Town of Vail Building Deparment for fOOtings, temPorary elecUical or any other
inspection. Please call Leonard Sandwal at479'2l98 to requeSt an inspection from
the Public Works Department. Allotr a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all flnal doinage
and cutvert installation with reSulting road patchlng as necessary. Such apprwal
must be obtained prior to any Final ceftlflcate of occupancv issuance.
Agreed to by:
Project Name:
Date Signecl:
Olo
Frl everyoR/fortns/Hdpcrm6
05/29/200J L0:00 FAX PEAtr LAND CONSI.IL
NWN0FUtn
PUBLIC WORKS ANq,THE P.UBLIC WAY PERMTT PROCESS
Horv it relatcs lo Building Pcrmig:
Fill cut the attached check list witlLthe Bulldino Permit Aoolication'
lf yes was sp5vrrQrEd to any of the questions then a "Public Way" permlt is raqulred. You
can pick up an applicatjon at either Community Developmenq located at 75 South Frontage
Road or Public Works, located at 1309 Elkhom Drlve.
Notice sign-offs for uulity companies. ALL utilities must field verifu (locate) respective
utilities prior to signing applicadon. Some utility companles requlre up to 48 hours notice to
sdredule a locate.
A construction traffic consol/sBging plan must be prepared on a sepaFte sheet of pap,er.
An apprwed site plan may 6lso be used. fils plan wlll show locatons of all kaffic control
devrtes (signs, cones, etc.) and the work zone, (area oF construcdon, staging, etc.)' This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the locatlon of construction'
Sketdr of work being performed must be submittad indicaUng dimensions (leogth, width
and depti of work). This may be drawn on tie haffic conbd flan or a site Plan for the job'
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail elecffcians and irrigation oew. The locates Fake place in
the moming, but may requlre up to tl8 hours to perform.
The Public Workt ConstrucUon Inspector will review the apflicatlbn and approve or deny
the permit. You will be contacted as to the status and arrY requirernents that may be
needed. Most permits are released within '18 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be rptified, allowing tlr
"Euilding Permit''to be released. Please do not contute the "Public Way Permif'with a
"Building Permif.
NOTE: The abovc pnocess is for work In a public way ONLY. Publie Way
Permits are valid only until November 15th. A new Public Way Permit is required
eaclr year if work is not complete' Re-aPplication each November 15tft do€t not
9704708810
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7 lDate Slgned
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June 25, 2003
Site Resource Management Inc.
0189 Sawatch Road
Eagle, Colorado 81631
Attn: Chris Fedrizzi
Re: MSE Retaining Wall Design
Lot I Filing 4
Lion's Ridge Subdivision
Vail, Colorado
Terracon Project No. 65035073
Uerracon
4685 South Ash Avenue, Suile H-4
TemDe. Arizona 85282
(480) 897-8200 Fax: (480) 897-1133
At your request, Tenacon has completed the engineering design of the proposed MSE retaining
walls for Lot 8, Filing 4 Lion's Ridge Subdivision in Vail, Colorado. Engineering plans and
calculations used in the design of the retaining walls are attached.
We are available to discuss the engineering design with you. Please call should further
consultation be required.
Sincerely,
'lErracon
Project Manager
N:Veports\geotechl2003\65035073.Site Resource.Lot I Fiting 4.rpt
Enclosures: DesignCalculations(3)
Engineering Plans (5)
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June 25, 2003
Site Resource Management Inc.
0189 Sawatch Road
Eagle, Colorado 81631
Attn: Chris Fedrizzi
Re:MSE Retaining Wall Design
Lot 8 Filing 4
Lion's Ridge Subdivision
Vail, Golorado
Terracon Project No. 65035073
At your request, Terracon has completed the engineering design of the
walls for Lot 8, Filing 4 Lion's Ridge Subdivision in Vail, Colorado.
calculations used in the design of the retaining walls are attached.
lferraeon
4685 South Ash Avenue, Suite H-4
Tempe, Arizona 85282
(480) 8S7-8200 Fax: {480) 897-1t33
proposed M-sE retaining
Engineering plans and
We are available to discuss the engineering design with you. Please call should further
consultation be required.
Sincerely,
'llerracon
Nlrepods\geotech\2003\65035073.Site Resource.Lot 8 Filino 4.|Dt
Enclosures:Design Calculations (3)
Engineering Plans (5)
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lvlonlana ! Nebraska I Nevada I New Mexjco I North Ca.olina I Oklahorna! Tennessee t Texas t UtahI Wisconsin ! Wvomino
Tom M. Kapita, E.l.T
Consultjng Engineers & Scientists Since 1965
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Parcel Detail Page I of2
EAGLE C NTY horn*lI site in,ieHll ,ounr, .onr..rrll SEARCH t-.'-:-.-. :l H
Elected officials v County services.?Vis itors v
Ea gle County Assessor/Treasurer
Parcel Detail f nformation
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search
Basic Building Characteristics I Tax Information
Sales Detail I Value Detail I Residential/Commercial Improvement Detail I Land Detail
Community t I leant to,., t
Account Number
2r0301415021 R051701
ELBY, ROBERT E. & KRISTINE J.
1 E CALLE BARBARA
AZ 85718- 1000
owner Name and Address
L€gal Description
SUB:LIONS RIDGE FIL 4 BLK:2 LOT:88
R74527t MAP 11-29-00 R736720 DEC
08-15-00 R767308 DEC 09-14-01
Location
Property Tax Valuation Information
http://www.eagle-county.com/Goodturns/assessor/parcel.asp?ParcelNumber:210301415021
1467 ASPEN GROVE LN VAIL
UONS RIDGE FIL 4
Assessed Value
08i08/2003
Parcel Detail
.a
Page 2 of2
Sale Date:
Sale Price:
Basic Building Characteristics
No Building Records Found
Tax Information
Number of Residential B
Number of Comm/Ind Buildin
Transaction T
3.337.2 Tax Amount
Tax Pavment: First Half
Tax Pavment: Second Ha lf
Top of Page
Assessor Database Search Options I Treasurer Database Search Options
Contact us by phone: (970)328-8640, in Colorado (800)225-6136
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by e-mail: ma rkc@eagle-county.co m
The Eagle County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns
Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained.
Copyright @ 2001 Good Turns Software. All Rights Reserved.
Database & Web Design by Good Turns Software.
http://www.eagle-county.com/Goodtums/assessor/parcel.asp?ParcelNumber=210301415021 08/08/2003
Parcel Detail Page I of2
EAG! E qffuNr CltrUNW r'orn"lr site;ndexlr cour't,/ (ontactsll 5EARCH .-
-,,- - - H
Elected officitsls !County services v Cornmunity ?I wtsnt to,, , t Viritors'?
Eagle County AssessorlTreasurer
Parcel Detail Information
Assessor/Treasurer Propefty Search I Assessor Subset Query I Assessor Sales Search
Basic Building Characteristics I Tax Information
Sales Detail I Value Detail I Residentia UCom mercial Improvement Detail I Land Detail
Parcel Number Accou nt Number
210301415023 R051703
LBY, ROBERT E. & KRISTINE J.
1 E CALLE BARBARA
csoN. AZ 85718- 1000
Owner Name and Address
Legal Description
Location
Property Tax valuation Information
:LIONS RIDGE FIL 4 BLK:2 LOT:8C
DESC: OPEN SPACE R745271 MAP
11-29-00 R736720 DEC 08-15-00
R767308 DEC 09-14-01
Phvsical Address:VAIL
Subdivision:LIONS RIDGE FIL 4
Acres:0.528
Actual Value
http://www.eagle-county.com./Goodtums/assessor/parcel.asp?ParcelNumber:2 10301 4l 5023 08/08i2003
Parcel Detail Page2 of2
Sale Date:
Sale Price:
Basic Building Characteristics
No Building Records Found
Tax lnformation
Number of Residential Buildinos:
Number of Com
Tax Amount
Tax Pavment: Whole
Interest Payment
Top of Page
Assessor Database Search Options I Treasurer Dalabase Search Options
Contact us by phone: (970)328-8540. in Colorado (800)225-5136
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by e-mail: markc@eagle-county, com
The Eagle County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns
Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained.
Copyright @ 2001 Good Turns Software. All Rights Reserved.
Database & Web Design by Good Turns Software.
http://www.eagle-county.com/Goodturns/assessor/parcel.asp?ParceNumber:210301415023 08/08/2003
Page I of1
Lynne Gamgbell . Shelby Gommets, approval w/conditons
From: Leonard Sandoval
To: Lynne Campbell
Date: 0A/08/20032:42PM
Subject: Shelby Commets, approval w/conditons
CC: Allison Ochs; Mike McGee; Mike Vaughan
1. Fire turnaround area - Grade must be reduced trom IO/o Io 8/s grade.
2. With Mike McGee . (Vail Fire) out of office, futher discussion of additional lire hydrant in the middle of long driveway
is required. Per Mike Vaughan, a Fire Hydrant is required every 300 ft.
3. Futher discussion is also required regarding Fire Truck trunaround area. As shown,42 ft truck will not be able to
meet turnaround. PLC - George Mossman says Mike McGee agreed to 22 tI Fire Truck.
To discuss when Mike McGee Returns on Monday August 11,2003
Thanks
ls
fi le://C ;\windows\temp\GWl 0000 I.HTM 08/08/2003
June 25, 2003
Site Resource Management Inc.
0189 Sawatch Road
Eagle, Colorado 81631
Attn: Chris Fedrizzi
llerracon
4685 South Ash Avenue, Suile H-4
Tempe, Arizona 85282
(480) 897-8200 Fax: (480) 897-1133
Re:MSE Retaining Wall Design
Lot 8 Filing 4
Lion's Ridge Subdivision
Vail, Golorado
Terracon Project No. 65035073
At your request, Terracon has completed the engineering design of the proposed MSE retaining
walls for Lot 8, Filing 4 Lion's Ridge Subdivision in Vail, Colorado. Engineering plans and
calculations used in the design of the retaining walls are attached.
We are available to discuss the engineering design with you. Please call should further
consultation be required.
Sincerely,
'llerracon
Tom
Project Manager
N \reportsEeotech\2003\65035073.Site Resource.Lot I Fiting 4 rpt
Enclosures: Design Calculations(3)
Engineering Plans (5)
Arizonal Arkansas I California I Colofadol Georgial ldahol lllinoist lowal Kansas t Kentucky I Minnesolal Missouri
Montana I Nebraska I Nevada I New Mexicol North Carolinal Oklahoma I Tennesseel Texasl Utahl Wisconsin I Wyoming
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Parcel Detaii Page 1 of2
NTY n"*"lr s ite rnderll ,:ounrr.onr...ril SEAR6H
Elected officials.?County services a Visitors ?
Eagle County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasu rer Property Search I Assessor Subset Query I Assessor Sales Search
Basic Building Characteristics I Tax Information
Sales Detaal I Value Detail I Residentia l/Commercia I Improvement Detail I Land Detail
Cornmunity t I lvtsnt to,., v
Tax Area Account Number Parcel Number ll mitt t-evy
sc103 R051702 xomttstt----lt 4ssst--l
LBY, ROBERT E. & KRISTINE J.
1 E CALLE BARBARA
AZ 85718- 1000
Owner Name and Address
Legal Description
Location
Property Tax valuation Information
:LIONS RIDGE FIL 4 BLK;2 LOT:8A
R74527L MAP 11-29-00 R736720 DEC
08-15-00 R767308 DEC 09-14-01
1467 ASPEN GROVE LN VAIL
ONS RIDGE FIL 4
Assessed Value
http://www.eagle-county.com/Goodturns/assessor/parcel.asp?ParcelNumbe=210301415022 08/08/2003
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Parcel Detail
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Page 2 of 2
Sale Date:
Sale Price:
Basic Building Characteristics
No Building Records Found
Tax Information
Number of Residential Buildinos:
Number of Comm/lnd Buildinqs:
Tax Pavment: Whole
Tax Amount
3.337 .20
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Contact us by phone: (970)328-8640, in Colorado (800)225-6136
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by e-maili markc@eaq le-cou nty.com
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Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained,
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http:/iwww.eagle-county.com/Goodtums/assessor/parcel.asp?ParcelNumber:210301415022 08/08/2003
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Reouested lnsoect Date: Fridav. Junei5,2007 ' Insgeitionrre3i fBr o"r." n*ou= LN vArL
LOTS A,B,C
A/P/D Information
Activitv: 803-0211 Tvoe: A-BUILD Sub Tvoe: O Status: ISSUED
ConslTyp6: __ Occupahby: Ube: Insp Area: CD
OWrier: SELBY. ROBERT E. & KRISTINE J.
Contractor: Site Resource Manaoement. lnc. Phone: 970-328-5100
Description: grading permit for lot-s A,B,C
Reouested Insoection(s)
Item: 90 BLDG-Final Requested Time: 11:00 AM
Requestor: SITE RESOURCE MANAGEMENT, INC Phone:
tZ8rat"?if
tOO -or- 970-390-
Comments: iust need to qet this off our books - looks like all it reallv needed was PW siqn otfs which is done
Assigned.To: JMONDRAGON - Entered B-y: DGOLDEN K - Action: tA Time Exp: ,a _ ,-Kf=- u/ t rrFtF=I+EQecnvt/
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REPT131.Run Id: 6804