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lob #0612
Wyman Residence
Legal: Lot 2, Block 3, Vail Village 12th Filing
Physical: 3155 Booth Falls Court - West Unit
Vail, CO 81657
.4O14 acre: 17,783 Sq. Ft.
Two Family Residential
20'-0" Front
15',-0" Sides
15',-0" Rear
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FRITZLEN PIERCE ARCH ITECTS
VAIL, COLOMDO
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Lot Size:
Zoning:
Setback:
Site Coverage: 3473 Sq. Ft. (19.53% of LorArea)
GRFAAllowable
4,600 Sq. Ft.
1,900 Sq. Ft.
322 Sq. Ft.
(10,000 sq. ft. / 'l 00 x 46)
(s,000 sq. ft. / 100 x 38)
(2,783 sq. ft. / 100 x 13)
1,240 Sq. Ft. Lower Level
1,405 Sq. Ft. Main Level
763 Sq. Ft. Upper Level
-600 Sq. Ft SubtractforCarage Credit
2,808 Sq. Ft Gross GRFA existing for Parcel A
Parcel B GRFA Existing
.1,518 Sq. Ft
1,638 Sq. Ft.
-600 Sq. Ft.
Lower Level
Main Level
Su btract for Carage Credit
2,556 Sq. Ft. Gross GRFA existing for Parcel B
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FRITZLEN PIERCE ARCHITECTS
VAIL, COLOMDO
LotTotal of CRFA*: 5,364 Sq. Ft.
Allowed CRFA for Lot: 6.822 So. Ft.
Total Remaining CRFA{ For Lot: 1,458 Sq. FL
*Before Sub-grade Area ls Taken lnto Account.
Calculation of CRFA Credit
30% of 1 ,558 Sq. Ft. Ootal Sq. Ft of Lower Level) : 467 Sq. Ft
+Note - Detail Calculation of CRFA Credit Follows
Total GRFA Remainine For Lot (After Sub.grade Calculations): 1,925 sq. ft.
Calculations for CRFA Credit
Surface Exposed:
(Sq. Ft. Above Crade - Reference 4200 CRFA Plan)
5,26,90, 42,16,24, 8,8,32, 8, 8,24,12,33,64,33, 16, 33, 64, 33,20,55,16, 62,36,55, 't3,26,
5, 29, 1 36, 29, 21, 8, 20, 32, 20, 1 2,'17 8, 1 67, 52, 98, 52, 1 6, 52, 11 6, 35, 63, 59
Total Surface Exposed: 2,062 Sq. Ft.
Surface Buried:
(Sq. Ft Below Crade - Reference ,{200 CRFA Plan)
58, 91, 37, 272, 24, 169, 1 54, 139
Total Surface Buried: 904 Sq. FL
Total Wall Area: 2,966 Sq. FL
Su rface Buried (Below Existing Crade) / Total Wall Area : Percentage of Area That Does Not Count
Toward CRFA
904 Sq. Ft / 2,966 Sq. Ft. = 30%
Total Possible 5q. Ft. of Lower Level : 1,558 Sq. Ft.
(Total Possible for CRFA of Lower Level) x (Percentage Of Area That Counb Toward CRFA)
1,55Bx7OVo = 1,091 Sq. Ft,
Total Sub-erade GRFACredit For Lotl 1558 - 1O91 = 467 Sq. Ft
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i - t'Revised 5/2/92 O Dat.e Rece:-veo ufne communiry
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zr11ll ."i.,,-DrnZ rc{apte:;Lfra vair Municipar c.a"r,ifr,
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(PLEASE PRINT OR TYPE) IA. APPLTcANT Jo\{h+ VU'E. LLE_\ft
MAILING ADDRESS
B. APPLICANT'S REPRESENTATIVE
ADDRESS PHONE
C. PROPER?Y O
OWNER'S SIGNATT'RE ]
MAILTNG ADDRESS 9 bT.4€ 'qS v+qc}JF
LOCATION OF PROPOSAL:
STREET ADDP€SS
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Lor-l BlocK-suBDrvrsroN ,,1lT+. . FTLTNG
/r,- ^Appr,rcArroN FEE $100.00 ye6_lQp Co cHEcK
MATERIALS TO BE SUBMITTED:
1.
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Two mylar copies and one paper copy of the subd.ivisionplat shal.L be submitted to the Department of CommunityDeveLopment. The plat shall include the following:
The final plat shal1 be drawn by a registeredsurveyor in India ink, or other substantiaLsolution, on a reproducible medium (preferablymylar) with dimension of threnty-four by thirty-sixinches and shall be at a scale of one hundred. feetto one inch or larger with margins of one and one-half to Lwo inches on the left and one-half inchon all other sides.
Accurate dimensions t.o Lhe nearest one-hund.redthof a foot for all lines, angles and curves used todescribe boundaries, streets, setbacks, alleys,'easements, structures, areas to be reserved ordedicated for public or common uses and otherimportant features. A1I curves shal_l be circulararcs and shall be defined by the radius, centralangle, are scored distances and bearing. Alldimensions, both linear and angular, are to bedeterrnined by an accurate control survey in thefield which rnust balance and. close within a limit.of one in ten t.housand.
North arrow and graphic scaLe.
A systematic identification of all existing andproposed buildings, units, Iot.s, blocks. and namesfor all sLreets.
An identification of the streets, aIleys, parks,
and other public areas or facilities as shown onthe p1at, and a dedication thereof to the publicuse. An identification of Lhe easements as shownon the plat and a grant thereof to the public use.Areas reserved for future public acquisition shallalso be shown on the p1at.
A written survey description of the area includingthe totaL acreage to the nearest appropriat.esignificant figure. The acreage of each lot orparcel shall be shown in this manner as weII.
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FILE CC:'
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Octobcr 3l, 1996
Department of Community Development
John Mucllcr
910 Fairway Drivc
Vail. CO 81657
RE: Thc application for duplcx subdivision rcview of Lot 4, Block 2, Vail Village Filing
#12
Dcar John:
Thc Community Dcvclopmcnt Departmcnt has rccsivcd your application for duplcx subdivision
rcvicw of Lot 4, Block 2, Vail Villagc Filing #12. I havc complctcd a prcliminary rcvicw of thc
proposcd duplcx plat and dctcrmincd that thcrc arc scvcral outstanding itcms which nccd to bc
aOarcsscO. Thc purposc of this lcttcr is to inform you of thosc itcms which must bc addresscd in
order for an approval ofthc duplcx subdivision to bc grantcd.
Thc following itcms must bc addrcsscd:
| . All currcnt taxcs must bc paid prior to thc Town's approval of a plat. This includcs taxes
which havc bccn billcd, but arc not yct duc. Thc Ccrtificatc of Taxcs Paid must bc signcd
on thc plat or a statcmcnt from thc Eagle County Asscssor's Officc must bc providcd with
thc submittal information stating that dl taxes have bccn paid'
2, The plat must contain the following statement:
' "For zoning purposes, thc two lots created by thc subdivision are to be treated as
onc lot with no morc than two dwclling units allowcd on thc combined area of the
two lots."
The statemcnt shall bc modified to indicate the number of units and lots proposcd.
3. A copy ofthe dcclarations and/or covenants relating to thc subdivision, which shall assure
the maintenance of any common areas which may bc created must be submitted. The
covenants shall run with thc land and shall be in a form suitable for recording with the
Eaglc County Clerk and Recorder,
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4. Schcdules A and B of a Titlc Rcport arc rcquircd.
5. Thc Titlc of thc plat must bc in conformancc u,ith Section 17.32.050, Plat Title Formats,
of thc Town of Vail Municipal Codc. A copy of a mcmorandr-rm from thc Planning
Dcpartmcnt to thc Planning aud Environmcntal Commi.ssion has bccn attachcd for
referencc.
6. Please rc-label thc lots to bc crcatcd as parccls. Labcl thc parcels as Parccl A and Parcel
B and then make the appropriatc changcs to the Notes and Land Use Summary listed on
the plat. Plcase amend thc addrcsscs listcd on thc plat from 3230 Wcst and East, to 3230
A and B Booth Falls Court.
7 . Plcasc submit thc appropriatc fees for rccording your plet with thc Eaglc County Clerk
and Rccordcr's Office. Thc fccs includc $ t I .00 for thc rnylar copy and $6.00 for the first
page of 8 l12 x 11 plus $5,00 for each page thcreaftcr.
Should you havc any quostions or conccrns rvith rcgard to thc information addressed in this letter,
as always, plcasc do not hcsitate in giving mc a call. You can reach mc rnost easily at479'2145.
Sinccrcly,
h,q-?--ur'-'t
Ceorge Ruthcr
Town Planncr
Enclosurc
GR/jr
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Legal Depriprion: Lo l- Btoc* ?a,
division U U\f I FilinoUSubdivisionV Urt(Filing ld
Dale ot Exoiration: ta I t 19*-
Address:5SQ
DEVELOPER IMPBOVEMENT AGREEMENT
THIS AGREEMENT, made and entered into this bi Oay ot D C C\) Gc . lsf\ byr[,andamongM(hereinafterca||edthe''Deve|oper''),and the TOWN
OF VAIL (hereinafter called the "Town").
WHEREAS, the Developer, as a condition of approval of the \\LterrefL -DUgLey
plans, dated tAv.trrt- f . 19!f, wishes to enterinto a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sutficient in the
judgment of the Town to make reasonable provisions for completion ol certain improvements
set forth below; and
WHEREAS, the'Developer wishes to provide collateral to guarantee performance of
this Agreement, including construction of the above-referenced improvements by means of the
following:
Developer agrees to establish a cash deposit with the Town of Vail in a dollar amount
of $ -1"5 tc - - (125% ot the total cost of the work shown below) to provide security
for the following:
IMPROVEMENT
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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 expenses, to furnish all equipment
and material necessary to perform and complete all improvements, on or beforetuVe- f - $-l . The Developer shall complete, in a good workmanlike manner, all
improvements as listed above, in accordance with all plans and specifications filed in the
office of the community Development Department, the Town of Vail, and to do all work
incidental thereto according to and in compliance with the following:
a. Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
governmental entities. All said work shall be done under the inspection of, and
to the satisfaction of, the Town Engineer, the Town Building Official, or other
olficial lrom 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 Town of Vail Community
Development Department and public Works Department.
2. To secure and guarantee performance of its obligations as set forth herein, the
Developer agrees to provide security and collateral as follows:
Accounl Number: q 1-0000-22026
Page I of 3
A cash deposit account in the amount of $-25\9E- to be held by the Town, as
escrow agent, shall provide the security for the improvements set forth above if there is
a default under the Agreement by Developer.
3. The Developer may at any time substitute the collateral originally set forth
above for another lorm of collateral acceptable to the Town to guarantee the laithful
completion of those improvements referred to herein and the performance of the terms of this
Agreement. Such acceptance by the Town of alternative 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 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 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 its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) that 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 may
have.
5. lt is mutually agreed that the Developer may apply to the Town and the Town
shall authorize for partial release of the collateral deposited with the Town for each category
of improvement at such time as such improvements are constructed in compliance with all
plans and specifications as referenced hereunder and accepted by the Town. Under no
condition will the amount of the collateral that is being held be reduced below the amounl
necessary to complete such improvements.
6. lf the Town determines that any of the improvements contemplated herein are
not constructed in compliance with the plans and specifications set forth herein by the date set
forth in paragraph 2, the Town may, but shall not be required to, withdraw from the cash
deposit such funds as may be necessary to complete the unfinished improvements. The
Town shall release such funds upon the written request of the staff of the Community
Development Department stating that the improvements have not been completed as required
by the agreement. The Town shall not require lhe concurrence ol the developer prior to the
release of the funds, nor shall the Town be required to verify independently that the
improvements have not been completed as required by this Agreement, but shall release such
funds solely upon the request of the Community Development Department.
lf the costs of completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent 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 permit holder fails or refuses to complete the cleanup and landscaping, as defined in this
chapter, such failure or refusal shall be considered a violation of the Zoning Code.
7. The Developer warrants all work and material for a period of one year after
acceptance of all work referred to in this Agreement by the Town pursuant to Section
17.16.250 if such work is located on Town of Vail property or within Town of Vail right-of-way.
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.
Dated the day and year first above written.
Page 2 of 3
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STATE OF COLORADO )
) ss.couNwoFEAGLE )
STATE OF COLORADO
COUNTY OF EAGLE
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Wtness my hand and officialseal.
My commission expires:'
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The foregoing Developer lmprovement Agreemelt was acknowledged before me this4Loay of Lreacil,€s( . 14by D. F h/,A{)A I El Lcr ,: !=:
Witness my hand and officialseal,
My commission expires:
updatsd gr2g/94
Page 3 of 3
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MUELLER CONSTRUCTION
9ro FAIRWAY DR. PH.970476-515t
VAIL, CO 81657 FA)( 970'47e2800
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fruiliing iBrpurtnrnt
-TH'.' Cf-R'T/FICA'TE /S.SUED PT/R.STIANT TO THT. RESU/REMENTS OF THE UNIFORM BUII.DINC CODE
CF,RTIf)''NG THAT AT THE TIME OF ,ISSLIANCE THIS STRUCTURE !(,AS IN COMPI-IANCE WITH THE
I'AR/O{IS ORDJNANCES OF THE TO\VN RECLiI-AT'NG BLI/I-DINC CON'STRUCT'ON, AND OR USE, TO
.THL,
tsF-sT OF OL/R KNOIYI.EDGE.
\lnrc ---- -
MUELLER DIIPLEX
t lsc Cl.rrsiircirrion RESIDENTIAI. Group
liuiltling ltcrrnir No. 896-0056 T1'pc Conrtrucrion VN
O.r'ner ,rf Buildine JOHANN MITEI I FR
BurlJinc,643r.r, 3150 BOOTH FALLS COIIRT, VAIL. COLORADO
MAY 30, 1997 Thc buildingofficial may, ill wdting, suspend or revokc a Ccni6catc
of Occupancy issucd undcr lhc provisions of this code whcncver lhe
cerdficae is issued in rnor, oron thc basis of incorrect information
supplied, or when it is dctcrmincd that the building or Etructure or
poflion thercof is in yiolation of ary ordimnce or rsgulation of lhc
Town of Vail or any of the provisioDs of this code.
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POST IN A CONSPICUOUS PLACE
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TOWN OF VAIL
75 S. FRONTAGE ROAD
vArr,, co 81657
970-479-2L38
Invc.tigatiofDt{itt cat t__>
ToTAL FEES-> 2f)6.6
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIS MUST BE POSTED ON JOBSITE AT ALL TIMESf,i
Permit #: 896-0120ELECTR]CAL PERMIT
Valuat,ion:19,000.00
FEE SUllt4ARY ***ffi******ff,t*f*tf,t****irrffiffi***ffiffit*
APPTICAI.IT DOUBLE D]AMOND SERVICES
2111 N FRONTAGE ROAD WEST, VArL CO 81657
CONTRACTOR DOT'BIE DIAI4OND SERVICES
2111 N FRONTAGE ROAD WEST, VAIL CO 81657OWNER UUETLER JOHANN
910 TAIRWAY DR, VArL CO 8i657
Description: ELECTRICAL WORK FOR NEw DUPLEX
Etectri cat-> 213.00
DRB F!. -> .00
Job Address
Location. . .
Parcel No..
Project No.
.00
3.00
3150 BOOTH FALLS CT
3].50 BOOTH FATLS CT
2101-02 3-01-02 6
PRJ9 6-0 03I
Tota[ Catcutated f eca--> 266.00
Additionat Fecs-----> -00
Totat Pemit fee---->
Paynents---------->
BALAHCE DUE-*-.-
lnHr*ff**Sffi*lttntJQtlnt**** rdrffr*rtk*rnt r*.*****ffi**ffffi*
Ile4i.gqgq0_ELECTRICAL DEPARTMENT Dept: BUILDTNG Division:06/lO/L996 CHARLIE Action: APPR CHARLIE DAVIS
*f-t*thr!*r,*rt*rt*
CONDITION OF APPROVAL
ffi
DECLARATIONS
I.ltcrcby lcknofltcdg! th€t I havc rcad-this application, fitted out in futl, the infornation rcquired, cospl,eted an accurate ptotptm, and statc thrt atl thE infomltion providcd as required is corrrct. I agree to courpty riith:ire infornation and ptot itan,to,corpty lrith !l't Toua ordinanccs and state [avs, and to buitd this structure according to- the foun's roning and subdivisiincodes, design revicv approved, unifom Buitding code and other ordinances of thc Tovn aiptlcabte thereto,
REOUESTS FOR INSPECTIONS SHALL 8E IIADE IUENW-FOUR H0URS rN ADVANCE BY TELEPHONE AT 479-2138 OR Ar ouR oFFIcE FROtt E:00 Al't 5:OO Pn
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Status...: ISSUED
Applied. ..'. 06/t0/t996
lssued. ..t 06/!0/L996Expires..: 72/07/L996
Phone:. 30347662'12
Phone : 3A347 6627 2
266.00
?66-0o
.00
****************************************************************
Statennt Nurnber: REC-0153 AmouDtl 255.00 06/L0/96 11:18Init: CDPalaoent Method: CK Notation: *1886
TOWN OF VArL, COLOR.,ADO St.atemnt
896-0120 Type: B-EtEC ELECERICAI PERMTT
2101-023-01-026
3150 BOOTII FAI,LS CT
3150 BOOTH FALLS CT
Permit No:
Parcel No:Site AddreEs:' Location:
This Payrnent
Account Code
01 0000 41313
01 0000 41313
01 0000 41336
Total Fees:266.00 Total ALL, PmtsI
Balance:
Description
ELECTRICAL PERMIT FEES
TEI.{PORARY POWER PERMITS
WII,t CAI.L INSPECTION FEE
.,
+************************************'***************************
256.00
266.00
.00
Anount
213.00
50.00
3.00
:l
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArr,, co 81657
970-479-2L38
E lcctf i ca [->
DRB tce
->
DEPARTMENT OF COMMUNI TY DEVETOPI'IENT
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
i::"iiff:::: 31;3 333$fi rffi:3$Parcel No.. : 2101-023-01-026Project No. I PRJ96-0038
APPLICANT DOUBLE DIAMOND SERVICES
2l_11 N FRONTAGE ROAD WEST, VAIL CO 81657
CONTRACTOR DOUBLE DIA}IOND SERVICES
2111 N FRONTAGE ROAD WEST, VAIL CO 81657OWNSR MUELLER JOHANN
910 FAIRWAY DR, VAIL CO 81657
Description: ELECTRICAL WORK FOR NEVI DUPLEX
ON JOBSITE AT ALL TIMES
):i
Perrnit #: 896-0120
I
Status...r : ISSUED
Applied. . 2., 06/!o/t996Issued...z 06/LO/L996Expires..: 12/07/L996
Phone:30347662'12
Phone: 30347 6627 2
Valuation:19,000.00
rEE SU IiARY rt**r****rik***#**Hffi
213.00
.00
Tota I Cafcutated Fees--->
Additional Fees------>
Tota I Pefmit Fee-------->Paynents----
266. m
.00
255.00
266.00
Investigation> .00uitt catt-> 5.00
ToTAL FEES-> 266.00 BALANCE DUE-_-
******f, ****rrf,f,trt*****ffi
I!e$i,9qQq0-Ei,EgTRIc4,t DEPARTMENT Dept: BUTLDTNG Division:06/10/1996 CHARLIE Action: AppR CHARLIE DAVrS
CONDITION OF APPROVAL
t*ffilr***ffi
DECLARATIONS
I.hcreby.acknoutadge that I havr read-this apptic.tion, fittcd out in ful,t the infofnatim required, compteted an accurste ptotptan, and stlte thrt rtt the infornation provided as required.is correct. I agre! to conrpty riittr:he inforuration and pl,ot il,an,to _eonply vith al't Tonn ordinanccs -and state [a*s, and io buil,d this structure-accordi ng io'the Tovn's zoning and subdivisibncodee, design revi ev approvcd, Uniforn Buitding code and other ordinances of the tom a[plicabte thcreto.
REQUESTS FOR II{SPECTIONS SHALL BE IIADE TIIENTY-FouR H0URS lN ADVANCE BY TELEPHoNE AT 479-?'138 OR AT OuR oFttcE FROtt E:OO Ail 5:OO pH
Staternnt Nunber: REC-0153 Anount:
Palment Method: CK Notation: #1SS6
266.00 A6/L0/e6 11:18tnit: CD
Fermit No:
Farcel No:Site AddresE:','
,,, Location:
Thie Payment
Account Code
01 0o0o 41313
01 0000 41313
01 0000 41336
265.00 Total ALL Pmts:
Balance:
Description
ELECTRICAIJ PERMIT FEES
TEMPORARY POWER PERMITS
WIIJL CALL INSPECTION FEE
896-0120 Tlpe! B-EI.,EC ELECTRICAIJ PERMIT
2101-023-01-026
3150 BOOTII FALTS CT
3150 BOOrH FALTS CTTotal Fees: 266.00
F
265.00
.00****************************************************************
Amount
213.00
50.00
3.00
':|..
" ^.'/' Chen€Ncirthern,Il t cbnsurrns€ne.eerca.dsc,enr6rs7
5O€O Rosd tS4; , 6ii,iJd&-sp?qs, cororado sr 601
303945.7458
303 945-?363 Facs'm're
SUBSOIL STUDY FOR FOUNDATION DESIGN
I.OTS 3 AND 4, BLOCK 2, FILING 12
BOOTH FALIJ COURT
VAIL ULI-AGE
VAIL COLORADO
APRIL 79,1994
JOB NO. 4 235 94
PREPARED FOR
JOHN MUELLER
910 FAIRWAY DRIVE
VAIL CO 81657
I -e-oe, d rreFIIH-l $oup or companree
Chen€Norrhern$.
April 19, 1994
Mr. John lr'lueller
910 Fairwa'. Drive
Vail CO H 1ri57
Subject:
Job No. ':
Dear Mr.
As reque :d, we have conducted a subsoil study at the subject sites, located southeast of
the cul-ri ..ac on Booth Falls Court.
Subsurfa conditions encountered in the exploratory borings drilled near the middle of the
site cons of about 1 1/2 feet of clayey sand topsoil overlying medium dense clayey sand
anddens .andy gravel containing cobbles and boulders. Groundwaterwas not encountered
in the br -:rrgs at the time of drilling.
Residen':,, ' constructed on Lots 3 and 4 can be founded on spread footings placed on the
natural p.; rvel subsoils and designed for an allowable bearing pressure of 4000 psf.
The repr.'i: which follows describes our investigation, summarizes our findings, and presents
our recoi;: 'iendations- It is important that we provide consultation during design, and field
services t: 'ing construction to review and monitor the implementation of the geotechnical
recomm( i; ations.
If you ha any questions regarding this report, please contact us.
Sincerely
CHEN.NI.iTTHERN, INC.
Thomas l. Allen, P. E.
Rev. By: :iRH
Tl-A/lr
Coosrrllrng Engrneers and Sc€ntrsts
5080 Road r 54
Glenrocd Splrngs. Colorado 8r60r
303 945.7458
303 945.2363 Facs'm,E
Subsoil Study for Foundation Design, Ints 3 and 4, Block 2, Filing 12, Booth
Falls Court, Vail Village, Vail, Colorado
i5 94
' {ueller:
A ,rcmbet ol lhelHIH 19,(rLo ot r rnpBn€s
TABLE OF CONTEI{TS
PURPOSE AND SCOPE OF STUDY
PROPOSED CONSTRUCTION
SITE CONDITIONS
GEOLOGIC HAZARDS
FTELD EXPLORATION
SUBSURFACE CONDITIONS
DESIGN RECOMMENDATIONS
FOUNDATIONS
FOUNDATION AND RETAINING WALI.S
FTOOR SI.-ABS
UNDERDRAIN SYSTEM
SITE GRADING
SURFACE DRAINAGE
LIMITATIONS
FTGURE 1 - LOCATION OF HQLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 . GRADATION TEST RESULTS
CI.A,SSIFICATION OF SOIIS FOR ENGINEERING PURPOSES
I
7
2
2
aJ
J
J
4
5
6
6
8
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for proposed residences to be
located on I-ots 3 and 4, Block 2, Filing 12, Vail village, vail, colorado. The project site
is shown on Fig. 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our agreement for
geotechnical engineering services to John Mueller, dated April l, 1994.
A field exploration progr:rm consisting of exploratory borings was conducted to obtain
information on subsurface conditions. Samples obtained during the field exploration were
tested in the laboratory to determine engineering characteristics of the on-site soils. The
results of the field exploration and laboratory testing were analyzed to develop
recommendations for foundation types, depths and allowable pressures for the proposed
building foundations. The results of the field exploration and laboratory testing are
presented in the report.
This report has been prepared to summarize the data obtained during this study and
to present our conclusions and recommendations based on the proposed construction and
the subsoil conditions encountered. Design parameters and a discussion of geotechnical
engineering considerations related to construction of the proposed residences are included
in the report.
PROPOSED CONSTRUCTION
At the time of ou, study, design plans for the residences had not been developed.
We assume the residences will be multi-level wood frame structures and excavation for the
buildings will have a maximum cut depth of one level, about 10 feet below the existing
ground surface. For the purpose of our analysis, foundation loadings for the structures were
assumed to be relatively light and typical of the proposed type of construction.
When building location, grading and loading information have been developed, we
should be notified to reevaluate the recommendations presented in this report.
-2-
SITE CONDITIONS
Irts 3 and 4 are located southeast (downhill) of the cul-de-sac on Booth Falls Court.
The properties are located in moderate to steep hilly terrain with slopes down toward the
south and west. Total elevation change across the lots is about 25 feet Some fill has been
placed along the downhill side of the cul-de-sac. Vegetation consists of grass, weeds and
small aspen trees.
GEOLOGIC HAZARDS
The lots are located in a severe rocKall hazard area as mapped by Schmueser and
Associates, 1984. We understand rockfall hazard mitigation structures have been
constructed upslope (northeast) of the property. An evaluation of the curreut rocldall
hazard on the site is beyond the scope of our work.
FIELD EXPLORATION
The field exploration for the project was conducted on April 6, 1994. Three
exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface
conditions. The borings were advanced with 4-inch diameter continuous flight augers
powered by a track-mounted CME-45 driU rig. The borings were logged by a representative
of Chen-Northern, Inc.
Samples of the subsoils were taken with a 1 3/S-inch spoon sampler. The sampler
was driven into the subsoils at various depths with blows from a 140-pound hammer falling
30 inches. Samples of the subsoils were taken with 1 3/8-inch and 2-inch I.D. spoon
samplers. The samplers were driven into the subsoils at various depths with blows from a
140-pound hammer falling 30 inches. This test is similar to the standard penetration test
described by ASTM Method D-1586. The penetration resistance values are an indication
of the relative density or consistency of the subsoils. Disturbed bulk samples of auger
-J-
cuttings were also obtained. Depths at which the samples were taken and the penetration
resistance values are shown on the Logs of Exploratory Borings, Fig.2. The samples were
returned to our laboratory for review by the project engineer and testing.
STJBSURFACE CONDITIONS
The subsoil conditions encountered at the site are shown graphically on Fig. 2. The
subsoils on Lot 3 consist of about 'l 1/2feet of topsoil overlying relatively dense, silty to
clayey sandy gravel containing cobbles and boulders. About 4 feet of medium dense clayey
sand was encountered above the dense gravel on Ilt 4 (Boring 3). Drilling in the dense
gravel with auger equipment was difficult due to the cobbles and boulders and drilling
refusal was encountered in the deposit. Multiple attempts were made to advance the
borings.
I-aboratory testing performed on samples obtained from the borings included natural
moisture content and gradation analyses. Results of gradation analyses performed on small
diameter drive samples (minus 1, I/Z-inch fraction) of the natural coarse granular soils are
shown on Fig. 4. The laboratory testing is summarized on Fig. 2.
No free water was encountered in the borings at the time of drilling and the subsoils
were slightly moist to moist.
DES-IGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsoil conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the buildings be founded with spread
footings bearing on the natural sandy gravel soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system. The construction criteria should be considered when preparing
project documents.
1)
-4-
Footings placed on the undisturbed natural gravel soils should be designed for an
allowable soil bearing pressure of 4000 psf. Based on experience, we expect
settlement of footings designed and constructed as discussed in this section will be
about 1 inch or less.
The footings should have a minimum width of 16 inches for continuous walls and
2 feet for isolated pads.
Exterior footings and footings beneath unheated areas should be provided with
adequate soil cover above their bearing elevation for frost protection. Placement of
foundations at least 48 inches below exterior grade is typically used in this area.
continuous foundation walls should be reinforced top and bottom to span an
unsupported length of at least 10 feet. Foundation walls acting as retaining
structures should also be designed to resist lateral earth pressures as discussed in the
"Foundation and Retaining Walls" section of this report.
All existing fill, topsoil, clayey sand soil, and any loose or disturbed soils should be
removed and the footing bearing level extended down to relatively dense natural
granular soils. If water seepage is encountered, the footing areas should be
dewatered before concrete placement.
A representative of the soil engineer should observe all footing excavations prior to
concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALIS
Foundation walls and ret;ining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral earth
pressure computed on the basis of an equivalent fluid unit weight of 45 pcf for backfill
consisting of the on-site granular soils. Cantilevered retaining structures which are separate
from the residences and can be expected to deflect sufficiently to mobilize the full active
earth pressure condition should be designed for a lateral earth pressure computed on the
basis of an equivalent fluid unit weight of 40 pcf for backfill consisting of the on-site
granular soils.
2)
3)
4)
5)
6)
All foundation and retaining structures should be designed for appropriate surcharge
pressures such as adjacent footings, traffig construction materials and equipmeut. The
pressures recommended above assume drained conditions behind the walls and a horizontal
bacKill surface. The buildup of water behind a wall or au upward sloping bacldll surface
will increase the lateral pressure imposed on a foundation wall or retaining structure. An
underdrain should be provided to provent hydrostatic pressure buildup behind watls.
Backfill should be placed in uniform lifts and compacted to at least 90Vo of. the
maximum standard Proctor density at a moisture content near optimum. BacHill in
pavement areas should be compacted to at least 95Vo of the maximum standard Proctor
density. Care should be taken not to overcompact the backfill or use large equipment near
the wall since this could cause excessive lateral pressure on the wall. Some settlement of
deep foundation wall backfill should be expected even if the material is placed correctly and
could result in distress to facilities constructed on the bacldill.
The lateral resistance of foundation or retaining wall footings will be a combination
of the sliding resistance of the footing on the foundation materials and passive earth
pressure against the side of the footing. Resistance to sliding at the bottoms of the footings
can be calculated based on a coefficient of friction of 0.50. Passive pressure against the
sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The
coefficient of friction and passive pressure values recommended above assume ultimate soil
strength. Suitable factors of safety should be included in the design to limit the strain which
will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed
against the sides of the footinls to resist lateral loads should be a granular material
compacted to at least 957o of the maximum standard Proctor densiry at a moisture content
near optimum.
FLOOR SIABS
The natural on-site soils. exclusive of
moderately loaded slab-on-grade construction.
movemenl floor slabs should be separated
topsoil, are suitable to support lightly to
To reduce the effects of some differential
from all bearing walls and columns with
-6-
expansion joints which allow unrestrained vertical movement. Floor slab control joints
should be used to reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the desigrr.er based on experience
and the intended slab use. A minimum 4-inch layer of free-draining gravel should be placed
beneath basement level slabs to facilitate drainage. This material should consist of minus
Z-inch aggegate with less than 50% passing the No. 4 sieve and less thanTVo passing the
No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95Vo of.
ma.ximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site gravels devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Aithough free water was not encountered during our exploration, it has been our
experience in mountainous areas that local perched groundwater may develop during times
of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create
a perched condition. We recommend below grade construction, such as retaining walls,
crawl space and basement areas, be protected from wetting and hydrostatic pressure buildup
by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level ofexcavation and at least 1 foot below lowest adjacent finish grade
and sloped at a minimum lVo ti asuitable gravity outlet. Free-draining granular material
used in the underdrain system should contain less than TVo passing the No. 200 sieve, less
than 50Vo passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel
backfill should be at least 2 feet deep.
SITE GRADING
The risk of construction induced slope instability at the site appears low provided cut
and fill depths are limited. We assume the cut depth for the basement levels will not
-7 -
exceed one level, about 10 feet. Fills should be limited to about 8 to 10 feet deep.
Embankment fills should be compacted to at least 95Vo of the maximum standard Proctor
density near optimum moisture content. Prior to fill placement, the subgrade should be
carefully prepared by removing all vegetation and topsoil and compactingto 95Vo standard
Proctor density. The fill should be benched into the portions of the hillsid e exceedinga}Vo
grade.
Permanent unretained cut and fill slopes should be graded at 2 horizontal to
1 vertical or flatter. The risk of slope instability will be increased if seepage is encountered
in cuts and flatter slopes may be necessary. If seepage is encountered in permanent cuts,
an investigation should be conducted to determine if the seepage will adversely affect the
cut stability. This office should review site grading plans for the project prior to
construction.
STIRFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residences have been completed:
1)
2)
Inundation of the foundation excavations and underslab areas should be avoided
during construction.
Exterior bacKill should be adjusted to near optimum moisture and compacted to at
least 95Vo of the maximum standard Proctor density in pavement and slab areas and
to at least 90vo of the maximum standard Proctor density in landscape areas.
The ground surface sundunding the exterior of the building should be sloped to
drain away from the foundation in all directions. we recommend a minimum slope
of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches
in the first 10 feet in paved areas. Free-draining wall backfill should be capped with
about 2 feet of tbe on-site soils to reduce surface water infiltration.
Roof downspouts and drains should discharge well beyond the limits of all backfill.
3)
4)
-8-
LIMITATIONS
This report has been prepared in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no other warranty
either expressed or implied. The conclusions and recommendations submitted in this report
are based upon the data obtained from the exploratory borings drilled at the locations
indicated on Fig. 1, the proposed type of coustruction and our experience in the area. Our
findings include interpolation and extrapolation of the subsurface conditions identified at
the exploratory borings and variations in the subsurface conditions may not become evident
until excavation is performed. If conditions encountered during construction appear to be
different from those described in this report, we should be notified at once so re-evaluation
of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technical interpretations by others of our exploratory information
which has not been described or documented in this report. As the project evolves, we
should provide continued consultation and field services during construction to review and
monitor the implementation of our recommendations, and to verif that tbe
recommendations have been appropriately interpreted. Significant design changes may
require additional analysis or modifications of the recommendations presented herein. We
recommend on-site observation of excavations and foundation bearing strata and testing of
structural fill by a representative of the soil engineer.
Sincerely,
Thomas L. Allen,
Reviewed By
$#''-..'i -zasot i EffiN
? ---\LQ-r'/'
Stan Helenschmidt
t
APPROXIMATE SCALE
1" : 3O'
tlJF,
I
il
APPROXIMAIE
NORTH
LOT 2
\.-_ PRoPERTY
BOUNDARIES
\
\
BOOTH
FALLS
COURT
LOT 3
I
I
,
CIJ
,-?
BORING 2
O BORING 1
LOT 4
+ 255 94 Huntingdon LOCATION OF EXPLORATORY BORINGS Flc. 1
BORING 1 BORING 2
LOT 3
BORING J
LOT 4
eo/6
l{C=5t,t = 5,1
-2O0 = 12
Explonotion of symbols presented on Fig. 3.
OGS OF EXPLORATORY BORINGS
.)
LEGEND
TOPSOIL, cloyey sond, with cobbles ond boulders, soft, moist, brown.
SAND (SC); cloyey, grovetly, medium dense, moist, brown, slighily orgonic.
GRAVEL (GC); sondy, wlth cobbles ond boulders, dense, moist, dork brown.
.|
I
I
Disturbed Bulk Somple
I Drive Somple, Stondqrd Penetrotion Test, 'l Jrl8-inch split spoon somple.
Drive somple blow count. Indicotes ihot 90 blows of o 140-
pound hommer folling 30 inches were required to drivo theSplit Spoon sompler 6 inches.
Procticol Rig Refusol
NOTES
1. Explorotory borlngs were drilled on April 6, 1994 with o 4-inch
diometer continuous flight power ouger,
2. Locotions. of explorotory borings were meosured opproximotely by pocingfrom feotures shown on the site plon provided,
3, Elevotions of explorotory borings were not meosured ond Logs of
Explorotory Borings ore drown to depth.
4. The explorotory boring locotions ond elevotlons should be consideredoccurote only to the degree implied by the method used.
5. The lines between materiols shown on the explorotory boring logs representthe cpproxlrnote boundories between moterlol types ond the tronsltions moybe oroduol.
o. croulno woter wos not encountered in the borings of the time of drilling.
LABORATORY TESNNG RESULTS
WC=Woter Content (Z)
DD=Dry Density (pcf)
*4=Percentoge retolned on f4 sieve
-200=Percentoge possing No. 200 sleve
a
m
ffi
eo/6
I
+ 235 94 I{untingdon LEGEND AND NOTES ns. 3
-|
,.rsMtN tsMlN 6oMtN rgMtN{MrN JMrN .2oo .rm 'so.4o'30 .16 'i.e .{ \- ,- r1.. J_ 5-6- 8_
to
?o
30
=
z
o
1
z
o
OIAMETER OF PARTICLE IN MILLIMET€RS
CLAY TO SILI
GRAV€L 54 %
LIOUID LIMIT
SAMPLE oF cl ayey
sANo 34 .r srlr AND cLAy 12
PLASTICITY INOEX
sandy gravel FRoM Boring
%
%
3at5 feet
z
z
-
506
z
60()
70
.m5 .0o9 .o1a r,l9 87
OIAMETER OF PARTICLE IN MILLIMETERS
CLAY TO SILT
GRAVEL % SILT AND CLAY
PLASTICITY INOEX
FROM
LIOUIO LIMIT
SAMPLE OF
STANOAAO
4 235 94 Chen€Norttrern.lnc GRADATION TEST RESULTS Fig. 4
Lo9g:#:a,,'.cussryArroN"tf,fk?::: jfff ERINGpunposes
(Based on Unified Soil Classification System)
Soil Cla3rificaiion
Criteria fo. Assigning G.oup Symbots and Group Na.nes Using Laboratory rests^
sil'f,", "*"'
Coars€-G relned Soils
Mor6 than 50016 rstained on
No. 2OO sieve
Gravels
More lhan 5O9a coa.se
l.actiod retained on
No. { sieye
Clean Gtavets
Less than 5',5 lines'
Cu>4 and 1<Cc-<3'Wdl graded g.avet,
Cu<,1and/or 1>Cc>3 GP Poo.ly graded gravet'
Gravels rYith Fines
Mo.e lhan 1295 fin6s'
Fi^es classaty as ML o. MH GM Silly g.avef o'
Fines classify as CL or CH Clayey g'rvsf " "
Sands
50% or mo.e ot coarse
lraction passes No
4 sieve
Clean Sands
Less tha. 59o lines"
Cu>6 and l SCc=3'Well-9.aded sa.ld,
Cu<6 andlor l>Cc>3'SP Poorly graded s5nd,
Sands with Finss
More than l2% lineso
Fines classily as ML or MH SM Silty sand''
Fines classily 8s CL o. CH sc Clayey sandl "'
Fin6.Grainod Soits
5Oq6 o. more passes the
No. 200 sieve
Sills and Clays
Liquid limit less rhan 50
inor9anic Pl>7 and plols on or above"A" line'
L€an cb}/ ''
Pl<{ o, plots below "A-
rne'sirr . '
organac Lieuid limit - oven dried -" ,. OL
Liouid limil . not dried -- '-Organic cla/ ' - "
Organic silt" - o
Sins and Crays
Liquid limil 50 or mo.e
Inoa9aoac Pl plots on o. above'A" line CH Fat clay" -
Pl plols betow "A ' kne Elastic ailt" "
org anrc LtorJtd hmit - oven dfied /^ ,cLiauid hm;t - not drrs6 -" ' "
OH Organic clay" "
Organic sill"'o
Highly organic soils Prmarily organrc matter, dark In colo., and Ofganic Odo,Peat
'8.!.d on na ,nrl.r.t !,rts'ng rha 3rn. {75-dfrl t'.e!
'll lialo trrn9t. conrrina! CoOOta. or horOa.!. or both
.arlt _rilh cobDra, o. Dostdlrr. (x born to 9.ou9 n.d!
.qaeatt rith ! to t?t i'6a! rcerrr.. du.t tyfroorr
GW-GU *!l|!.rd.<t g'rvct wilh l|[
GW-GC wcll{.rd!d 9.rvGr witt'| crry
GP-GM poo.ly 9rrd.O g..vcr with ri(
GP€C aoony 9r&.d g..v.r riln cr.y
.sandr rith 5 to l2tti6a3 r.auara du.t lydoors
SW-SU e!${r&lcd rr^<t with tit!
SW-SC w.h.rdcd {no iirh cr.y
SP-SU poo.ly g.aCad s.nd wilh rrrl
SP-SC Qoony gad.d t.^r, wjrh crry
,.-.-^ ,^ -- - (o$,'* - ;-_-^-
'lt roil conra'n3 2 !5t irnd. rdd rrrh sa^d lo Irout
rlt lin.r cl.s!rly a5 CL-ML_ u5! dq.r lydOor GC-cM. or
sc,su.
-lt ltnci !.c o.9!.'C. aOO _sth o.g.nrc I'dcl to g.ouq
'rt aoil conrarni 2l5at o.ay.t_ .dd _wrtn grayat- to 9.o!9
,l| a||aroa,g r,d,rr pbr ,^ h3tch.d !...- ]oit it I CL-M(.
9rty clay
'll $il coala'''r r5 ro 29t Otur No. 2OO..dd -with snd_ Or
''wiln orav.l-. wn'chcvr. 'i 9.cdod.^:nt.
'li io.l Gonr.,nr :3oa dut No. 2oo. p.cdo6inr. y ..rd.
rod -!a.dy- lo g.ou!' nrr|r.,
'll ro{ co6t.in! :3Oi rrut |.lo. 2O0_ cradomin:.Iy qr:vrt.
rdn -g.&ant- ro grouo aamr.
'Pl:it and lrotr on od aoov.'A" trn!
'Pl<a o. !'lor! !ato, _A_ tinc.
'Pl9lota o^ o..!ovc -A_ tin.
'Pl9lotr baro* -a'tinc
SIEVE ANALYSIS
| *"aa" -,n I s,.ue no
=c
x40tttoz
-30
0
a<20)oor5 o-
:O r0 5 ro 05 0ro
PAFttcLE stz€ t|l r,lL!rM€rEFs
10
7
=-it= .i*= -t=ift=*#.,!;"'40 5l, 60 tO
LrourD LIM|T (LL)
Fo. drd'tcr|rcn oa il!-9.ti.rd r
!naf.f..d lr.cto.t ol co.e-!E.*
l-bnaoder 1 Pr = a to lL = 25 5.
ti.|r Pr : 0 73 {LL,?OI
a--
.(,
.Jv
,\) /os .*9
trL.Et o+
w
cV MHC OH
ML OL
Ftf;fl, 00P
Town ,rt Vaifo
{.}F
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX970-479-2452
De partnent of Comnunity Development
Town of Vail
75 South Frontage Road
Vail, Colorado 81557
(303) 479-2138
Plan analysis based on
Lhe 1991 Uniform Building Code
Proj ects Number: PR,'I9 5 -0038
Address: 3150 BOOTH FALL,S COURT
Pl.anner: Randy Stouder
Occupancy: R3, M1
Type of const: V-N
NoTE:The code items listed in this report
listing of all possible code requirementss
selected sections of the code.
Name: MUELLER DUPLEX WEST UNIT
Date: April 26, L996
Contractor: MUEIJLER CONSTRUCTION
Architect: SAUNDRA SPAEH
Engineer: PETER MONROE
Plans Examiner r CHARLIE DAVIS
bea
isa
DIRECTION BOUNDARY
NORTH ProperEy l ine
EAST Buildinqr
SOUTH Property line
WEST Property l ine
NORTH
OCC BRG NON- BRG OPNG
WAIJIJ WAIJIJ PROT
R3 Ohr Ohr None
M1 Ohr Ohr None
EXTERIOR V{ALL FIRE RATINGS
Table L7-A & Table 5-A
SEPARATION
AREA INCREASE
39.0 Feeb
0.0 Feet
21.0 Feet
37.0 Feet
EAST
BRG NON. BRG OPNG
WALL WAIJIJ PROT
Lhr* thr* NOP
thr* thr* NoP
FIRE PROTECTION
Jv. u ! eeE
0.0 Feet
21. 0 Feet
5 /. U _Feef.
OPENING PROTECTION
SOUTH
BRG NON.BRG OPNG
WALL WALI PROT
Ohr Ohr None
Ohr Ohr None
AND
are no! intended to
in the L99L UBC, It
compl eteguide to
WEST
BRG NON-BRG OPNG
WALI, WAI,I, PROT
Ohr Ohr None
Ohr Ohr None
The exterior walls may be of CO!4BUSTIBIJE material . Sec.2201.
None -- No fire proCection requirements for openi-ngrs.Prot -- Openingis are Co be protected wilh 3/4 hr fire assemblies.
50t of the area of the wall maximum. Sec.2203. (b) & Table 5-A
Maximum single window size is 84 sq.ft with no dimensiongreater Chan l-2 feet. -- Sec. 4306. (h)
NOP -- Openinge are noC permiLted in this wal-I.* - - These wal-Is nay be required to have a parapet wa1l 30 inches
tS **u"*'*
75 South Frontage Road
VaiL Colorado 81657
970-479-2 I 3 8/479-2 I 3 9
FAX970-479-24s2
Department of Community Development
above the roofing. The parapet wall is required to have the same
f j-re raEinqr as the walI. see secEion 1710. for details and exceptions.
AREA MIN.IJIGHT MIN.VENT NO.EXITS EGRESSFL
2 Master bedroom 304 30.40
2 Master bath 109 0.00
2 Ha11s. closets, etc. t76 0.00
TOTAL FOR FTOOR 589
l- L,iving room 525 52 . 5 0
1 Kitchen 180 18.00
1 carage 500 0.00
1 office 79 10.00
l- Bath room 19 0.00
L Laundry room 13 0.00
l- Hal1s. closels, etc. 307 0.00
TOTAL FOR FIJOOR 1623
B Bedroom #2 1.68 16.80
B Bedroom #3 155 15.50
B Bedroom #4 189 18.90
B Bath room 38 0.00
B Bath room 65 0.00
B Ha11s. cLosets, etc. 284 0.00
TOTAI, FOR FLOOR 909
BUILDING TOTAI., 2212
)-). zu
5.45
0.00
zo. za
9.00
0. 00
5.00
1.50
1.50
0. 00
8.40
6. Z)
9.45
1.90
3.25
0-00
1
1
1
L
1
1
t-
l-
L
1
1
l_
l_
l-
1
1
1
1
1
1
Yes
No
No
No
No
No
No
No
No
No
Yes
Yes
No
No
No
Yes
FOOTNOTES:
1) EGRESS - An operable window or door lhat opens directly to the exterioris required from this room. The rnininurn clear openable area must meetthe followinqr. -- Sec. 1204.1) The minimum clear height is 24 inches2) The minimun clear width is 20 inches3) The minimum clear area is 5.7 square feet4) The maximum sill heighb is 44 inches2) The number of exit.e is based on Table 33-A (Dwellings)
3) A mechanical ventilation system may be used in in lieu of exterior
openings for venbilation. -- Sec. 1205. (c)
4) The requirement for an egress window in bhe basement is based onSec. 1204,
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than ? feet 6inches. Kitchens, halls, bathrooms and toilet compartments may have aceiling height of 7 feeE measured to the lowest projection. If the ceilingj-s slopinq, then the minimurn height j-s required in only f/2 of the area.
- -sec. l-207. (a)
Every dwelling unit shall have at least one room which has not Less than l-20square feet of floor area. Other habitable rooms except kitchens shall havean area of not less than 70 square feet. -- Sec. j.207. (b)
Habitable rooms olher than a kitchen sha11 not be less than 7 feet in anvdimension. -- Sec. 1,2 07. ( c)
{g*oouor*"*
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Departrnent of Community Development
GIJAZING REQUIREMENTS :
A11 glazingr in hazardous locations is required to be of safetyglazing material . -- Sec. 5406. (d)
1) Glazingr i.n ingress and. egress doors except jalousies.
2) clazing in fixed and sliilinqr panels of sliding d.oor assemblies andpaneLs in swinging doors other than wardrobe doors.3) Glazingr j-n storm doors.4) Glazing in al-1 unframed swingring doors.5) clazinqf in doors and. enclosures for hot tubs, whirlpools, saunas, steamrooms' bathtubs and showers. elazing in any porEion of a buildinq vrallenclosing these compartments where hhe bottom exposed edgre of theglazingr is less than 50 inches above a standing surface and drain in1et.6) Glazing in fixed or operable panels adjacent. to a d.oor where the nealestexposed edqe of the glazxing is within a 24-inch arc of either verticaledqe of the door in a cLosed position and where the boteom exposed edgeof the glazing is less than 50 inches above the walking surface.7) Glazing in an individual fixed or operable panel, other than ehoEeLocaCions deBcribed in items 5 and E above. than meets all of thefoLlowing conditions:
A. Exposed area of an indiwidual pane greater than 9 square feet.B. Exposed bottom ed.g'e less than 18 incheE above the floor.C. Exposed Cop edge greater than 36 i.nches above the f1oor.D. one or more walking surfaces within 35 inches horizontalry of thepl-ane of the glazing.8) clazing in railing's regardless of height above a walking surface.rncluded are structural baluster panels and nonstructural in-f i-lrpanel s .
See excepEions.
SMOKE DETECTOR REQUIREMENTS :A smoke detector is required on the ceilingr or wall at a point centrallylocated in the corridor or area qivi-ng access to each sleeping area.- - Sec. 121_0. (a) 4.A smoke deLector is required on the ceiling or wall in each sleepingarea. -- Sec. 1210. (a) 4.A smoke detector is required in the basement. -- Sec. 1210. (a) 4.A smoke d.eLector ia required on a1l stories. -- Sec. j.210. (a) 4.If the upper 1eve3, contains sleeping room(s), a smoke det.ector is recruiredin the ceiling of the upper leveL close to the st.airwav,- - Sec. 1210. (a) 4
smoke detectors are required to be wired to the buil-dingr ,s power source and.shall be equipped with a battery backup. -- Sec. 1210. (a) 3,Detectors shall sound an alarm aud.ible in all sleepinq area of the dwellingin which they are l-ocated. - - Sec. 121-0. (a) 4.
FIREPI,ACE REQUIREMENTS I
FACTORY BUILT FIREPI,ACE :1) Unit must be an approved unit. -- Sec. 3705. (a)2) Clearances and. hearth size must be per manufactures approval_.-- sec. 3705. (a) & (b)
{P*un"'*'*'*
75 South Frontage Road
Vail, Colorado 81657
e70-479-213V479-2139
FAX 970-479-2452
Department of Community Development
3) Chimney height must be per manufacturerre approvaL and Table 37-B
OCCUPANCY SEPARATION:
Between the garage and the resid.ence, materials approved for thr f j-re
construction are required. on the garaqe side only and any d.oors between
bhe garage and the residence are to be a self -closing 1 3/8 inch solid
core d.oor or a 20 minute fire door. -- Table 5-B & Sec. 503.(d) exc. #3
STAIR REQUIREMENTS:
A stairway in a dwelting must be at least 35 inches wide. -- Sec. 3306. (b)
The maximum rise of a sCep is 8 inches and the minimum run is 9 inches.-- Sec. 3306. (c) exc. #1Provide a handraiL on one side a stairway 34 to 38 inches above the nosing ifthere is 4 or more risers. -- Sec. 3306.(i)Provide a giuard rail where drop off is greater than 30 inches. ltinimum height
= 35 inches, maxj.mum opening size = 4 inches. -- Sec. 1712. (a) exc. #1The minimum headroom is 5 ft.- 8 inches. -- Sec. 3305. (o)
Enclosed usable space und.er the sLairs is required Lo be proLected as requiredfor thr fire-resistive construction.sec. 3306. (I)
SHAFT ENCLOSURES:
1) chutes and dunbwait.er shaftg with a cross-sectional area of not more than9 square feeg may lined on the inslde wiEh not Less t.han 25 gagegalvanized sheet metal with all joints locklapped. The outeide musE beL hr construction. All openings into any such enclogure sha1l be protectedby not less than a self-closing solid wooil door 1 3/B j_ncheE thick orequivalent. -- Sec. 1705. (f)
2) Gas vents and. noncombustible piping installed in walls paseing through3 floors or less do not need to be in t hour shafts.-- Sec. 1705. (c)
3) Shafes for gas vents, factory-built chimneys, piping, or duct.e Lhat donot extend through not more lhan 2 floors need no! be in t hour shafts.-- Sec. f?05. (c)
4) A11 other shafLs are required to be enclosed i.n a t hdur assembly.-- Sec. 1705, (a)
CRAWIJSPACE REQUIREMENTS :1) Provide ventilation either by mechanical, means or by openings in exteriorwa1ls. opening sha11 provide a net area of not le6s than 1 Equare foot foreach 150 square feet of area in crawL space. opening's shalL be distributedon thro opposite gides and be l-ocated as close to cornerE as practical .-- Sec. 2515. (c) 6. Note: Vent openings may be reduced t.o i-Ot of the aboveif ground surface area is covered with an approved vapor barrier and thebuilding of f ieial- approves.For a 104.0 eq,ft. crawlspace area:Ratio Minimum sq.ft, of vent1/r50 0.592) Provide 18-inch by 24-inch access opening to the crawr space area. Note:opening rnay be required to be larger if mechanicar equipment is l-ocatedin the erawl space. -- Sec. 2516. (cl 2.3) unress the wood is listed as an approved wood of naturar resisLance tod'ecay or treated wood, the minimum crearance between exposed. earth and
{g *"no"or*"*
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAXe70-479-2452
Department of Community Development
f1oor joist is 18 inches. The minimum clearance to beams and. qirders ieiE 12 inches. -- Sec. 25!5. (c) 2.
ADD ITIONAI, REQUIRH'{ENTS :For R3 occupancy
This projecE will require a site improvement survey.
Ehal-1 be submitt.ed. and approved prior to request for
inEpec tion .
A11 crawl spaces within the Town Of Vail are limitedstructural floor ceilins heisht of 5', be earth floorventiLat.ed as per UBC 2515(C)5 wj.th rninimum access as2515(C)2 and maximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or moreengineer desiqn. Such desigrn shall address drainage,
and structural design.
Such survey
frame
to a earth to
on1y, beper UBC
shal1 require ansoil retainage
Excavation below slabs on grade sharl nob be permitted without prior
approval .
Address nuhbers sha11 be posted plainly visible and leqfible from the
s t.reet .
For M1 occupancy
Slope garage fLoor to alloi{ for d.rainage to outside to provide afloor d.rain with sand and oil intercept.or to dry well or to sewer.Any garage floor drain connected to sewer must be approved by UpperEagle Valley WaCer & Sanitation Disbrict.
In garages with living area above, the walls of the garage wiich arebearing the area abowe shall be protecE.ed with one hour fireresistive conet.ruction. UBC 503 (B) .
{g *"n"t"rru*
"f*l -,i Vail
lfi*OOPV
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX970-479-2452
Department of Communiry Development
Town of VaiI
75 South Frontage Road
Vai1, CoLorado 81557
(303) 479 -2138
Plan analysis based on
the 1991 Uniform Building Code
Proj ect Number: PRif95-0038
Address: 3150 BOOTH FALITS COURT
Plsnner: Randy stouder
Occupancy: R3,Ml
TlDe of Con6t: V-N
NOTE:The code items listed in this report
listing of al-1 possible code requirements
selected. sections of the code.
Name: MUELL,ER DUPLEX EAST IJNIT
Date: April 25, !996
Contractor3 MUELLER CONSTRUCTION
Architect: SAUNDRA SPAEH
Engineer: PETER MONROE
Plans Exaniner: CHARIJIE DAVIS
are noc intended to be a complete
in the 1991. UBc. It is a guide to
DIRECTION
NORTH
EAST
SOUTH
WEST
BOUNDARY
Property line
Property line
Property line
Building
NORTH
BRG NON-BRG OPNG
WAIJIJ WAIJL PROT
Ohr Ohr None
Ohr Ohr None
SEPARATION
AREA INCREASE
L8. 0 Feet
15.0 Feet
21.0 Feet
0.0 Feet
FIRE PROTECTION
18.0 Feet
15.0 FeeE
21. 0 Fee!
0.0 Feet
OPENTNG PROTECTIONEXTERIOR WALIJ FIRE RATINGS
TabLe 17-A & Table 5-A
AND
R3
It1
occ
The exterior wa11s may be of COMBUSTIBLE rnaterial . Sec.2201.
None -- No fire protect.ion requiremenEs for openings.
Prot -- Openings are to be protected with 3/4 hr fire assemblies.
50t of the area of the wall maximum. Sec.2203. (b) 5, Table 5-A
Maximum single window size is 84 sq.ft with no dimensiongreater Lhan 12 feet. -- Sec- 4305. (h)
NOP - - Openings are no! permitted in this wa11 ,* -- These wa11s may be required to have a parapet waLL 30 inches
EAST
BRG NON.BRG OPNG
WALI WALL PROT
Ohr Ohr None
Ohr Ohr None
SOUTH
BRG NON-BRG OPNG
WALL WAI,I., PROT
Ohr Ohr None
Ohr Ohr None
WEST
BRG NON. BRG OFNG
WAI,I, WALI., PROT
thr* thr* NOP
thr* thr* NOP
tP*'*""o'*o
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I 3 8/479-2 I 39
FAX 970-479-2452
above the roof ing.
fire rating as the
NAI'{E
The parapet wa11 is required to have
wall. See secEion 1710. for details
Department of Community Developrnent
the same
and exceptions .
FIJ AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Bedroon #2
2 Bedroom #3
2 Bath room
2 Bath room
2 Master bedroom
2 Master bath
2 Ha1ls, closets. etc.
TOTAIT FOR FLOOR
1 Living room
1 Kitchen
1 Garage
1 Hobby room
1 Bath room
1 Laundry room
1 Halls, cl-osets. etc.
TOTAIJ FOR FITOOR
BUILDING TOTAL
180
JI
44
243
87
382
l_11-4
522
L5Z
480
145
50
451
18 02
291,6
18. 00
14.10
0.00
0.00
24.30
0.00
0.00
az. zu
13.20
0.00
14.50
0.00
0.00
0.00
9.00
7.05
r - atf
2.20
r-2.15
0.00
26. r-0
6.60
0.00
| . z)
r__50
z - 5v
0.00
Yes
Yes
No
No
Yes
No
No
No
No
No
No
No
No
No
l_
1-
1
1
t-
1
L
1"
1-
1
1
1
1
1
1
1
FOOTNOTES:
1) EGRESS - An operable window or door that opens directly lo the exterior
is required from this room. The mininum clear openable area must meet
the following. -- Sec. 1204.
1) The minimum clear heig'hL Ls 24 inches
2) The minimum clear width is 20 inches
3) The minimum clear area is 5,7 square feet
4) The maximum si1l height is 44 inches
2) The number of exits is based on Table 33-A (DwelJ.ings)
3) A mechanical ventiLation system may be used in in lieu of exterior
openings for ventilation. -- Sec. 1205. (c)
ROOM DIMENSIONS :
Habitable space 6ha11 have a ceiling height of not less than 7 feet 5
inches. KiEchens, hal1s, bathrooms and toilet cornpartments may have a
ceiling height of 7 feet measured to the lowest projection. If Ehe ceilinqr
is sloping', hhen the minimum height is required in only l/2 of the area.
- - sec. l-207. (a)
Every dwellinq unit shall have at least one room which hae not Less than 120
square feet of floor area. Other habitable rooms except kibchens shall- have
an area of not less than 70 square feet. -- Sec. 1207. (b)
Habitable roomE other lhan a kitchen shall no! be less than 7 feet in anv
dimension. -- Sec. l-207. (c)
GI,AZING REQUIREMENTS :
All glazlng in hazardous Locations is required to be of safetyglazing material , -- Sec, 5405. (d)
1) Glazing in ingress and eqress doors except jalousies.
{g *r"r"uo r*o
75 South Frontage Road
Vail" Colorado 81657
970-479-213V479-2139
FAX970-479-2452
2)
?l
4''
s)
o,
7l
Department of Comrnunity Development
Glazing in fixed and s3"iding panel"s of sliding d,oor assembl-ies and
panels in swinging doors other than wardrobe doorE'
Glazing in sLorm d.oors.
Glazing in all- unframed swinqiingi doors.
clazing in doors and enclosures for hot tubs, whirJ,pools, saunas' steam
rooms, baehtubs and. showers. Glazing in any portion of a building wal1
enclosing these comparttnents where bhe botCom exposed edge of the
glazing is l-ess than 50 inches above a standing surface and drain in1et.
clazing in fixed or operable panels adjacent to a door where the nearesb
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed. position and where the bottom exposed edge
of the qrLazing is less than 60 inches above the walking surface.
Glazing in an individual fj-xed or operable pane1, other than those
locations d.escribed. in items 5 and 5 above, than meets all of the
followinq conditions:
A. Exposed area of an individ.ual pane greater than 9 square feet'
B. Exposed botcom edqe less chan L8 inches above the f1oor.
C. Exposed top edge greater than 35 inches above the floor'
D. one or more walking surfaces within 35 inches horizonEally of the
plane of the qf lazinq.
8) Glazing in railings regardless of heiqht above a walkinq surface.
Included are structural baluster panels and nonstruceural in-fiII
panels.
See excep t.ions .
SI{OKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceiling or wa11
Located in the corridor or area giving access to
-- sec. 1210. (a) 4.
A smoke detector is required on the ceiling or brall
area. -- sec. 1210. (a) 4,
A smoke detector is required on all stories. -- Sec. 12L0. (a) 4.
If the upper level containe sleeping room(s), a smoke detector is reguired
in the ceiling of the upper Level close to the stairway--- Sec, 1210. (a) 4
smoke detecbors are required to be wired to the building's power Eource and
shall be equipped with a batLery backup. -- Sec. 1210. (a) 3.
Deteccors shal,l sound an aLarm audible in all sleeping area of the dwelling
in which they are located. -- Sec. 1210. (a) 4.
OCCUPANCY SEPARATION:
Belween Lhe qrarage and the residence, materials approved for l-hr fire
construction are required on Lhe garage sid.e only and any d.oors between
the garage and the resid.ence are to be a self-closing 1 3,/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & sec. 503. (d) exc. #3
STAIR REQUIREMEDflIS:
A stairway in a dwellinq must
The rnaximum rise of a sbep is-- Sec. 3305. (c) exc. f1
at a point centrally
each sLeepinq area.
in each sleeping
be at least 36 inches wide. -- Sec. 3306. (b)
8 inchee and the minimum run is 9 inches.
{i u""'"""o '*"*
75 South Frontage Road
Vail, Colorado 81657
970-479-213V47e-2139
FAX 970-479-2452
Department of Conmunity Development
Provide a handrail on one side a stai-rway 34 to 38 inches above the nosing if
there is 4 or more risers. -- sec. 3305. (i)
Provide a guard rail where drop off i.s greater than 30 inches. Minimum heiqhl
= 35 inches, maximum opening size = 4 inches. -- Sec. 1'712. (a) exc. #1
The minimurn headroom is 5 ft.- 8 inches' -- sec. 3306. (o)
Enclosed usable space under the stairs is required to be protected as required
for thr fire-resistive construction. -- Sec. 3305-(1)
SHAFT ENCLOSURES :
1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than
9 square feet may lined on the inside r^tith not less than 26 gage
galvanized sheeE metal with al-1 joints locklapped. The outsiile must be
t hr construction, A11 openings into any such enclosure shall be protecEed
by not less than a self-closing solid wood door 1 3/8 inches thick or
equivalent. -- Sec. 1705 . ( f)
2) cas vdnhs and noncombustibte piping installed in wa11s passing Lhrough
3 floors or l-ess do not need. to be in t hour shafts.
-- sec. 1705. (c)
3) Shafts for qas vents, factory-buil! chimneys, piping' or ducts that ito
noc extend through not more than 2 floors neeal not be in t hour shafts.
- - Sec. 1705. (c)
4) A11 other shafte are requi-red to be enclosed in a t hour assernbly.
-- Sec. 1705. (a)
ADDITIONAI, REQUIREMENTS :
For R3 occupancy
Thie project will require a site improvemenl survey. Such survey
shaLl be submiEted and approved prior to request for frame
inspection,
Al-1 crawl spaces within the Town Of Vail are limited to a earth to
structural floor ceilinq height of 5' , be earth floor on1y, be
ventilated as per UBC 2516(c)6 with mininum access as per UBc
2515(c)2 and maxinum access of 9 sq. fb.
Any building site !^tilh a slope of 30 degrees or more shal.L require an
engineer design. Such deeign shalI address drainage, soil retainaqfe
and. sLrucLural design.
Excavation below slabs on grade shall nob be permitted without prior
approval .
Address nunbers shal1 be posted plainly visible and legibLe from the
sLreet'.
For M1 occupancy
Slope garage floor !o allow for drainage to outside to provide a
fl-oor drain wieh sand and oil interceptor h.o dry well or to sewer.
Any garage floor drain connected. Eo sewer musc be approved by Upper
{,7 *""'""o '*'*
o
75 South Frontage Road.
VaiL Colorado 81657
970-479-2 I 3 8/479-2 I 39
FAX 970-479-2452
Department of Commanity Dewlapmcnt
Eagle Valley water & Sanitation Dietrict.
In garag,es with livinq area above, the walLg of
bearlng the area above sha1l be protected with
reeiEtive conatructl-on. uBc 503 (B) .
the grarage wiich are
one hour f i.re
{g rnn,*ruo
T0Wl:{ 0FVAIL
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
ProjecL Number: PRJ96 -0038
Adilress: 3150 BOOTH FALLS COURT
Planner: Ranaly stouder
Occupancy: R3,M1
Type of Const: V-N
OHfffiit
Department of Community Development
Town of VaiI
?5 south Frontage Road
VaiI, Colorado 815 57
(303) 479 -2138
Plan review based on
the 199L Uniform Building Code
Name: MUELLER DUPIJEX EAST & WEST UNIT
Date: April 26, 1996'
CONITACIOT: MUELLER CONSTRUCTION
Architect: SAITNDRA SPAEH
Engineer: PETER MONROE
Plans Examiner: CHARL,IE DAVIs
AII electrical work is to be complete to the
requiremenLs of the latesE National Electrical code.
all Town of Vail ordinances, and Holy Cross
Requirements,
This project will require a site improvement
survey(ILC). This survey shaLl be submitted and
staff approved prior to a requesE for a frame
inspeclion, Under no circumstances wilI a frame
inspection be done r,tithouC an approved site
improvement survey.
A11 areas delineated as crawl spaces or nonhabit.
baEernent shal-l have less than 5rht. from earth to
structural floor,/ceiling above, be ventilated as per
UBC 251-5, with minimum acceas as per UBC 2515 and
max. access of 9 sq- ft.
A11 new construction wilhin the Town of Vail will be
required to have a Public Way Permit by TOV Public
Works Dept. !o approve site drainage and culvert
installation. This approval must be complete prior
to any inspection by the Building Department.
Glazing in a hazardous location is required to be
q'lazed with safety material . -- Sec. 5405.
{p*n "uoruo
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
Department of Community Deve lopment
Domestic cloEhes dryer exhaust ducts shall be
installed as per IIMC 1L04 and 1903. Flexible duct
connectors may not exceed 6' in length and shall nots
be concealed within construction- Ducts shall
terminat.e outside the building and not exceed i-4 1
l enqth .
Provide a minirnum 18X24" underfLoor access. UBC
25L5 (cl2 .
No ilomestic ilishwashing machine shal1 be directly
connected. to a drainaqe system without the use of an
approved. dishwasher air-gap fittinq. UPC 608.
Cross connection control devices shall. be installed
to protect pollution of potable water supply by use
of approved backflow prevention devicea. UPC 1003.
Plumbing fixtures with mechanical apparatus ehall- be
supplied with an access panel for inspection and
repair of equipment. UPc 904.
Healing and cooling equipment locaLed in the garage
shall be install-ed with the pilots and burners or
heaEing elements and switches at least 18" above the
floor 1eve1 of the garage. UMC 508.
In buildings of unusually tight construcbion (a11"
new construction within the Town of Vail),
combustion air sha11 be obtained from the outside.
Such combusbion aj-r openings sha11 be as per UMc ch.
6,
Gas piping shall not be installed in or on the
ground under any building or structure and exposed
gas piping shall be kepc at least 5rr above grade.
nMc 2213 (b)
Due to colorado State Statutes, all sink faucetts
and shower heads are required to utilize flow
restriction devices. A1so, the maximum water closet
flush usage is linited to a maximum of 3.5 gallons
per f1ush.
The mininun width of the run at the narrow end is 5
inches and the run must be 9 inches aE a point 12
incheE out from the narrower point. -- Sec. 3306. (d)
Incluile a copy of the soils report for the site to
be built on. -- Sec. 2905.
10
11
LZ
_15
If,
J-b
{p *"n"uo'*""
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArr,, co 8L657
970-479-2L38
Occupancy
DwellingePrivate Garages
lnvest igat ion>
i l.l. ca L t-->
DEPARfMENT OF COMMUNTTY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
PROJECT TITLE: MUELLER DUPLEX
NEW (SFR,P/S,DUP) PERMIT
JOBSITE AT
Permit
ALI, TIMES
#: 896-0056
APPLICANT MUELI.,ER CONSTRUCTION
910 FATRWAY DRIVE, VArt co 81557
CONTRACTOR MUEI,LER CONSTRUCTION
910 FATRWAY DRTVE, VArr., co 81657
OWNER MUELLER JOHANN
910 FATRWAY DR, VArL co 81657
Deecription:CONSTRUCTION OF NEW DUPLEX
Phone: 30347 65L57
Phonez 3034765t57
Number of Dwelting Units: 002Number of Dvte r r anqJ unJ.Es i \rvz
Factor Sq. Feet Valuation
669, 698.51
Job Address
Location. . .
Parcel No..
Project No.
TYPE
Zone 3 V-N
zone 3 v-N
.0O Recrcrtion Fcc------>
5.00 Ctcan-Up Deposi t------->
TOTAL FEES--..--
3150 BOOTH FAILS
3150 BOOTH FA],LS
2L07-023-01-0 2 6
PRJg6-0038
CT Status...: ISSITED
couRT ApPIied. .. 04/.18/.L996
Issued...z Oa/26/t996
Expires. . : Io/23/1996
5, 057
980
6 ,037
Table Date: 06/20/:-995 Total Valuation z 704 | 018 ' 11
Town of Vait Adjusted Valuation: 704,018'110
Fireplac. Infornation: RestFi cted: Y #of G8s Apptiances: 2 #Ot 6as Logs: iot t'lood/Prttct:
*** FEE SU I'iARY
132.43
35.42
subtotal:
34,319 .604,
704,,018.11
Bui lding-->3,160.00 Rcstu.rsnt Ptan Revisy->
Ptan ch.ck-> 2,054.00 DRB
.m Totrl' cltcu[ated Fces-> 71121.55
400.00 Additionat Fees----> .00
756.15 Total, Pcrnit tee----> 7,125.55
. fiid:at Peynents-------
-1 ,lzs.ss MLANCE DUE___------> .00
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
04/L8/1996 CHARLIE ACIiON: NOTE CHARTIE DAVIS
o4'/26'/L996 CHARLTE Action: APPR CHARLTE DAVrs
Itbm:'05400 PLANNING DEPARTMENT Dept: PLANNING Division:
04/L8/L996 CHARLIE ACtiON: NOTE RANDY STOUDER
04'/22'/1996 RANDY Action: APPR see conditions
It'em:' 05600 FIRE DEPARTMENT Dept: FIRE Divieion:
04/26/1996 CHARLIE Action: APPR N/A
Itlrn:'05500 PUBLIC woRKS Dept: PUB WORK Divieion:
04/I8/]-996 CHARI,IE ACtiON: NOTE LARRY PARDEE
o|'/Lg'/Lgg6 TERRr-I-I Action: APPR see condit,ions
***********tt****
see Page 2 of this Document for any conditions that may appty to this perrnit'
DECLARATIONS
t hercl*.acknovtadge that I have read t0"ppti""t;on, f ittrd out in ful.l. tle f ntornal required, cotrptcted an
Ptanr rd rt.tG that rtt thr infornation providad. as requircd is corfrct, I agr.e to cornply rith the information
to coQty vith ttt Tovn ordinances and strte taus, and to build this stfucture acconding to tha ToHnts zoning and
codes, design rcvicr approved, Uniforn Buitding codc and othef ordinanccs of thr Tom appticabl,! th.rrto.
lccurate ptot
and ptot p[an,
subdivision
NEOUESTS FOR INSPECTIOTIS SHALL BE }IAOE IIIENTY-FOUR HOURS II{ ADVANCE BY TELEPHOIIE Af 47Y213E OR AT OUR OFFTCE FRoII E:M A 5:OO Pil
Send C Lean-Up Deposit To: JOHAIN ]IUELLER FOR HITISELF AND OgNER
PAGE 2**************************************************************************!t*****
CONDITIONS OF APPROVAIPermit #: 896-0056 as of OS/LO/96 Status: TSSUED********************************************************************************
Permit-Tlpe: NEw (sFRrp/s,DUp) PERMITApplicanr : MUELLER coirsrRuciroNJob Addres6: 3150 BOOTH FALLS CTLocation: 3150 BOOTH FALLS COURTParceL No: 2101-023-01-026
Applied: 04/L8/L996
Issued: 04/26/L995
********************************************************************************
CONDITIONS********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCHSURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FORA FRAME INSPECTION.2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,AS MEASURED FROM THE TOP SIDE OF THE STRUCTUR.,AL MEUBERS OFTHE FLOOR TO THE UNDERS]DE OF THE STRUCTURAL MEMEBERS OF THEROOF DIRECTLY ABOVE
3
4
3
6
7
8
. Public way pernit required. Driveway must be 22' l,ride at .ioint access.. Foundation rl,c required. see new survey policv memo-Lw.suryey the foundation before pouring, t6 inake iure that thehouse does not encroach into lhe seiback.' No PENETRATTONS Ar,towED oN PARTY wALLs, PRovDrE AN ArR spAcE
BETWEEN PARTY WALLS.
' No ELEcrRrcAr.,rPLWBrNc oR MECHANTCAL woRK Ar,LowED TINTTLPERMITS ARE AQUIRED. ACCESS TO JACUZZI TUBS EQUIPMENT MUST BE PROVIDED
,8
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-479-2L38
Occupancy
DweIlingsPrivate carage€
lnvasti gatlon>
lf i l,I CaLl.--->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
PROJECT TITLE: MUELLER DUPLEX
NEW (SFR,P/S,DUP) PERMIT
JOBSITE AT
Pernit
TIMES
B9 6-005 6
ALL
+.
APPI,ICANT MUELTER CONSTRUCTION
910 FATRWAY DRTVE, VArt co 8165?
CONTRACTOR MUELLER CONSTRUCTION
910 FATRWAY DRTVE, VArL CO 81657
OWNER MUELLER JOHANN
910 FATRWAY DR, VArt co 81657
Description : coNSTRUCTION OF NEw DUPLEX Number of Dwelling Units ' Oo2
Factor Sq. Feet Valuation
3 V-N L32.43 5'057 669,698.51
3 V-N 35.02 980 34,3L9'60
Subtotal '. 6 '037 704,018 ' 11
Total Valuation: 704r018' 11
Town of vait edjusted Valuation: 704r018'110
Job Address
Location...
Parcel No..
Project No.
Type
Zone
Zone
.m Recreation fce---------->
3.00 ctean-up Deposit------>
TOTAL FEES-----
3150 BOOTH FALLS
3150 BOOTH FALLS
2101-023-01-025
PRJ9 6-00 3 8
CT Status..': ISSUED
couRT Applied. .3 04/.L8/.t996
riiued. ... 04/26/Lee6
Expires..: L0/23/L996
Phone: 3034765157
Phonez 3A34765157
Table Date: 06/20/t995
Fireptacc tnformation: Rcstricted: Y fof Gas Apptiancrs: 2 #Ot Gas Logs: fof t'lood/Pa t tet:
FEE SUI{IIARY
Bui Ldi ng--)3.160.00 Rcatulrant P I'an Revi clr-->.OO Tota t Catcutatrd Fecs-> 7'125-55
4OO.O0 Additionat tees---> '00
75E.55 Total Prrnit FeF--> 7,1?5 -55
750.00 Paymrnts---__-
7 ,125 .55
Ptan check-> 2,054.00 DRB F
Division:
nivision:
Division:
Pivision:
rtem: 05100 BUTLDTNG DEPARTMENT Dept: BUTLDTNG
04/L8/I996 CHARLIE ACtiON: NOTE CHARLIE DAVIS
04'/26'/1996 cHARr-,rE Action: APPR CHARLIE DAVrS
rt'en:'05400 PLANNTNG DEPARSMENT DePt: PLANNING
04/I8/L996 CHARL]E ACtiON: NOTE RANDY STOUDER
O4'/22'/t996 RANDY Action: APPR see conditione
It'en:' 05600 FIRE DEPARI3.'IENT Dept: FIRE
04/26/L996 CHARLTE Action! APPR N/A
It'en:'05500 PUBLIC woRKS Dept: PUB woRK
04/L8/L996 CHARLIE ACtiON: NOTE LARRY PARDEE
o4'/Lg'/Lgg6 TERRr-M Action: APPR see conditions
*t****t***t*trt*
see page 2 of this Document for any conditions that nay apPly to this permit'
DECLARATIONS
t
, n;;. acknovt'cdgc that I have r...4 tJ"pptiration, f i tLed out in futt the infornafth requircd, coop[.td an
pt8n, rnd state that att the infofnation providcd. as rcquircd is cofreat. I lgt'ee to conpty vith th! infornation
to compty vith al,l, Toun ordiNnces and state [aws, and to buil,d this structurc according to the Tounrs zoni ng and
cod;s, dcsign rcvicr approvcd, Uniforu Buitding Codc and othcr ordinances of thc To|rn appLicabtc thrrcto.
REOUESTS FOR II{SPECTIONS SHALL BE IIADE TI.IENW-FOUR HOURS ItI ADVANCE BY TELEPHOI{E AT 479-21.5A OR AT OUR OFFICE rRON
accurrte Ptot
and ptot pLan,
eubdivision
8:00 Ar 5:00
Scnd C Lean-Up oeposit Tot JoHAN]{ ilUELLER FON HI SELF AND OIJITER
PAGE 2********************************************************************************
CONDITIONS OF APPROVALPermit *: 896-0056 as of os/Lo/96 starus: rssuED***********************************************************************r*********
Perrnit TIT)e: NEW (SFR,p/s,DUp) PERMITAPplicanr I MUELLER CONSTRUCTIoNJob Address: 3150 BOoTH FATLS CTLocation: 3150 BOOTH FALLS COURTParcel No: 2101-023-0I-026
Applied: 04/t8/L996
Issued: 04 /26/199 6
********************************************************************************
CONDITIONS********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCHSURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FORA FRAME INSPECTION2. ATTrc sPAcEs SHALL HAVE A cErLrNG HETGHT oF 5 FEET oR LEss,AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OFTHE FLOOR TO THE UNDERSIDE OF THE STRUCTUFS,L MEMEBERS OF THEROOF DIRECTLY ABOVEPublic way pernit requiredDriveway must be 22'-wLde at ioint acce6s.Foundation ILC required. See new survey policy memo-LIV.suryey the foundation before pouring, to inake -sure that thehouse doeE not encroach into the settack.No PENETRATTONS AILOIJED oN PARTY wALLs, PRovDrE AN AIR spAcE
BETWEEN PARTY WALLS.
NO ELECTRTCAt,PLUMBING OR MECHANICAL WORK ALLOWED UNTILPERMITS ARE AQUIRED
ACCESS TO JACUZZI ruBs EQUIPMENT MUST BE PROVIDED
3.
4.
5.
5,
7.
8.
* * *** * * * * * * * * * * * * * * * * * ** * * * * * * * ** * * * * * * * * * * * * * * * * * * !r * * * * * * * * * * * *
TOWN OF VAIIJ'.COLORADO Statemnt
************:****************************************************
statemnt Number: REC-013? Amountz 7tL25.55 05/10/96 lLz22
--::T:i:-Y::I1-:L----Y::::1:-1T9 ! - - - -- - - - ------:lY-::--
Permit No: 896-0055 'Tlpe: B-BUILD NEW (SFR,P/S'DUP) PE
Parcel No: 2101-023-01-026
site Rddress: 3150 BooTIl FALLS cT
Location: 3150 BOOTH FAL,tS COURT
Total Fees: 7 '125.55This Payrnent 7 rI25.55 Total Att Pmtsz 7 1125.55Balance: .00
*****!t**********************************************************
Account Code DescriPtion Anount
01 o0oo 41310 BurtDrNG PERMTT FSES 31150.00
01 0000 41331 DESTGN REVTEW FEES 400.00' 01 oooo 4L332 PLAN CHECK FEES 2,054.00
01 0000 22a02 CLEANUP DEPOSTTS 750.00
30 0000 45032 RECREATTON FEES 758.55
01 OOOO 41335 WILL CALL INSPECTION FEE 3.OO
f:
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
970-479-2L34
Bui Lding--->
PLan check-->
lnvest ig€tion>
Ui t t catt-->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
PROJECT TITLE: MUEIJLER DUPLEX
NEW (SFR,P/S,DUP) PERMIT
JOBSITE AT
Permit
TIMES
B9 6-0056
AI-,L
#:
Description:CONSTRUCTION OF NEW DUPLEX Nunber of Dwelling Unite: 002
occupancy Type Factor Sg' T99t valuation
oweliingi Zone 3 v-u 132.43 5,057 669,698.51
Private Garage6 zone 3 v-N 35.02 980 34,319'60
Subtotalt 6,037 704'018.11
Tabfe Date: 06/20/7995 Total valuation| 704'018.11' Town of VaiI Adjusted Valuation: 704,018'110
FiF€ptace Inforrltion: Restricted: Y #of Gas ApPl,iances: 2 uof Gas Logs: #of Hood/Pat I'et:
***ff**tf,**'f,rffi FEE SUllllARy **t*t***t****i******tl***tt*****ll*********fi**f*lr*****t***
APPI.,ICANT MUELLER CONSTRUCT]ON
910 FATRWAY DRTVE, VArL CO 81657
CONTRACTOR MUELLER CONSTRUCTION
910 FATRWAY DRTVE, VArL CO 81657
OWNER MUELI-,ER JOHANN
910 FATRWAY DR, VArL CO 81657
Phone: 3034765157
Phone: 30347 65157
.00 Totat catcutatcd Fcca-> 7 '125 -55
400.00 Additional' Fees-------> .00
758.55 Totet Perrit
75O.OO Payncnts------------> .m
7,125.55 BALAilCE DUE----
Dept: BUILDING Divieion:
CHARI.,IE DAVIS
CHARLIE DAVIS
DePt; PLANNING Division:
RANDY STOUDER
see conditionsDept! FIRE Division:
N/A Dept: PUB WORK Division:
LARRY PARDEE
8ee conditions
Job Address
Location.. .
Parcel No..Project No.
3,160.m Rrstuarant Ptan Revieu-->
2,054-00 DRB Fee-------
.0O RccrrationFec--------->
3.OO Ctlan-UP DePosit------>
TOTAL FEES-----
3150 BOOTH FAI-,LS
3150 BOOTH FALI-,S
2101-02 3-0L-026
PRJ96-0038
CT Statu8...: APPROVED
coURT APPIied. .z 04/L8/.L996
I68ued...: 04/26/L996
Expires..: ]-o/23/L996
*t***********ff***
Item: O51OO BUILDING DEPARI.MENT
04/18/L996 CHARLTE Action: NOTE
04/26/t996 CHARLTE Action: APPR
Item: O54OO PTANNING DEPARTMENT
04/18/1996 CHARLTE Action: NoTE
04/22/1996 RANDY Actj-on: APPR
Item: 05600 FIRE DEPART!,IENT
04/26/t996 CHARLIE Action: APPR
ITem: O55OO PUBLIC WORKS
04/L8/L996 CHARLTE Action: NOTE
04/L9/1996 TERRI_M Action: APPR
see page 2 of this Document for any conditions that may apply to thie permit'
DECLARATIONS
, i n"""t" i*-rtcdic that r have read ,nrl"*,,""rton, f i tted out in ful.l. the i nforratl requi rrd, co+Leted an rccurate ptot
ptan, and stlte that al,t the information provided as required is corr€ct. I agPc€ to comPl'y uith the infornation rnd plot pl'an,
to coipty vith at,t Town ordinanccs and state [ass, and to build this structurc according to thc ToYn's zoning and subdivision
codes, design rcviey approved, uniforn Buil,ding code and othcr ofdinances of the Tol,n apPLicabl'' thereto'
REQUESTS FOR I SPECTTO S SHALL BE IIADE TUENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-21F,A OR AT OUR OFFICE FROI'I 8:OO AII 5:OO PI'I
Send Ctean-Up Deposit To1 JOHANN I{UELLER SIG ATURE OF OI,]{ER OR CONTRACToR FoR HIIISELF At{0 OUNER
PAGE 2
******************L*************************************************************
CONDITIONS OF APPROVALpermit #: 896-0056 aB ot 05/03/96 Statu8: APPROVED
********************************************************************************
********************************************************************************
CONDITIONS
*********J.********************L********tr*********************'*******************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED A}ID APPROVED PRIOR TO REQUEST FOR
A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CETTING HEIGHT OF 5 FEET OR LESS,
AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FI.,OOR TO THE UNDERSIDE OF THE STRUCgURAT MEI'IEBERS OF THE
ROOF DIRECTLY ABOVE.
. Public way permit required
. Driveway must be 22' wide at joint acceaa.
. I'oundation ILC required. See ner^t survey policy memo-LJw.
suryey the founda€ion before pouring, to make sure that the
houee does not encroach into the setback.
. NO PENETRATIONS ALLOWED ON PARTY WALLS, PROVDIE AN AIR sPAcE
BETWEEN PARTY WALLS.
. NO ETECTRICAL,PLUMBING OR MECHANICAL WORK ALLOIIED ITNTIL
PERMITS ARE AQUIRED
. ACCESS TO JACUZZI TUBS EQUIPMENT MUST BE PROV]DED
Permit Tlpe: NEW (SFR,P/S,DUP) PERMIT
Applicant : MUELTER CONSTRUCTION
Job Address: 3150 BOOTH FALLS CT
I-,ocation: 3150 BOOTH FALLS COURT
Parcel No: 2101-023-01-026
3
4
5
6
7
I
Appt ied: 04 /LB /L996Issued: O4/26/L996
ffr*::W;i:"'r$tf,)'*Co'.rta-ct
Eagle County parcel 4- roI{N oF. vArL cousrnucirbf:::"?Oot-t^l= ^-
2?xt+iffiryrnf flan'PERI'IIT /I
PERMIT APPLTCATION FORM
oarnz lrAeu/qra
Job Narne:
Architect:
Job Address:
Legal Description: Lot {_Block;N rilins \,/\/ t4, suBprvrsroN,
Owners Narne:Address:*47a5JEL
General Description:
work class: |4ftew [ ]-Alteratlon l-Additionat [ ]-Repalr 1 l-other
Number of Dwelling Units: a Number of AccomnodatLon UnitsaO-
Pluurbing Contractor:
Address:
Mechanical Contractor:
Address:
Town of VaiI Reg. NO.Phone Number:
Town of Vail Reg. NO.Phone Number:
********************************FOR OFFTCE USE * * * ******* ** ************ ** *****BUTLDING PERMIT FEE:
PLUI,IBING PERI'fIT FEE:
MECHANICAL PERMTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB F88:$W
BUTLDTNG PI.AN CHECK FEE:
PLttl'{BING PLAN CHECK FEE:I-IECIIANTCAL PIAN CEECK FEE:
RECREATION FEE3
CI,EAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
STGNATURE;
ZONfNGS
STGNATURE3.
CT,E$T IP I'EPOSIT REPTIf,D TO:Jou*Nt{ Haezt*q/l4;A/rl?!Y DP-V.4t t- € o--rD 11 b1
l|tfl 0
75 south tronlagc rord
u.il, colorado 81657
(303) 479-21.38 or 479-2L39
TO:
FROM:
DATE:
SUBJECT:
ottlcc of cornmunlty deyalopmcnt
ALI, CONTRAqIORS CURREMILYL REGISTSRXD ISITH TIIETOfilN OF VAIIJ
TOWN OF VAIL PUBLIC WORKS/COMMTINITY DEVELOP}{ENT
l'tARCH 15, 1988
CONSTRUCTTON PARKTNG & !,IATERIA& STORAGE
rn sunmary, ordinance No. 6 states that it is unrawful for anyperson to tritter, track or aep-sia.;;t:;irl-rJ"i, sand, debrisor material , t""t:g1ln trastr iunpsters, portable toilets andworknen vehicles. upon any street, sidewalk, alley or publicplace or anv portiln th;;";;:--itre rigrrt-of-way 6n arr Town ofvail streeti ina.roads is approiir"i"iv-s-it.*iri pavement.This ordilrance w'r be ;ri;ii;-;nforced. by the Town of vairPublic lrorks p"o.ttr"tt. --p"i3ins tound ,ri6r.[irri this ordinancewitr be siven a-2a houi rri;t;;";oticelo-;;;;;;'="id nareriar.rn the event the person so notified.aoes-not-"oiprv with thenotice within an:_:1 f,"ui-tir,"-!peciried, the puEric worksDepartrnent wirl remove said nate;i;r-;;-in.*'!"i#.e of personnotified' The provisions-or-tr,rl oror.nance shart not beappricable to c-onstruction, -rii-i"r.nge
g-r repair projects ofany street or atrey o, ir,i'"iirlii"= in rhe rilt[-"_*"uy.
To review ordj.nance No. 6 in futl, please stop by the Town of:::i"::ti:i"g""Eilf*:*"::"";i;i" a copv. rirani you ror your
(i.e. contractor, owner)
lnwn
75 roulh fronlrgc .o.d
v.ll, colorldo E 657(303) 479-2138 ot 479-2L39 ottlce ol conmunlty dGyclopmoltl
BUILDING PERI.IIT ISSUANCE TII,IE FRANE
If this penni.t
""qri.:::_? ]9w1 of Vait Fire Department Approvar ,Ensineer'E (.Pub't ii IgI|1l ""vi"n .ni'ipproval,' a plinnin!'bepartmentreview or Heatth Departmirnt ieview, .nl'"-".uid ;i-iil;"Euitaing
Siri[H3',1;"gl .'.i'uteo iime' ii"'.-iut"r ;;;ilw;"i"iull,u, r ons
All commercial lrarge or small) and a'r'r mu]ti-fami]y permits willhave to fo]'row itre iuove il;ii6ril;iiir* reguirements. Residentiarand sma'll projects shourd t"[e-J-ieiier'amount of time. However, ifresidential or sma'l'l er .proiecis- impiii' tn. various above mentioneddepartments with reqard' to-neJ"riaF!-revie", these projects mayalso take the three'week period 'E'r' r'rrsrt PruJecrs
Every.attempt will be made by this departrnent to expedite thispennit as soon as possible. s'\PEer LE Ll
I:"i!. undersigned, understand the plan check procedure and timeTrame -
l***p--'""'r
Corrnuni ty Devel ooment Department.
jrj--MEMORANDUM oL"
ALL CONTRACTORS 47?
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REOUIRED
.r1 P^*lgr
2t18TO:
FROM:
DATE:
RE:
Job Name:
questlonnaire regarding the need for a'public Way permit-:
NO
1)
2)
ls lhis a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public properly?
ls any utility work needed?
ls the driveway being repaved?
ls different access needed to site
other than existing driveway? - .
ls any drainage work being done
atfecting the right ol way, easements,
or public property?
ls a'Revocable Right Of Way permit'
required?
8) A. ls the right of way, easemenls or
public property to be used lor staging,
-parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
!f19u_ algwered yes to any of these questions, a "Public Way permit" must be obtained.?ublic Way Permit" applications may be obtained at the public Works otfice or alC-o.r.nqu1ity Development. tf you hlve-any questions please cattCfiartie Davis,lhe Townof VailConstruction Inspector, at 479-215g.'
I have read and answered allthe above questions.
YES
t/
NA
3)
4)
s)
6)
7l
t/
lr/
_n--,i- a .
SAUNDRA LEE SPAEH AIA
. ARCIIITECI
PROFESSIONAT CORFORAIION
TRANSMITTAL
DATE:
Aprif 18, 1996
TO:
Rondy Stouder
Town of Voil
Euildlng Deportmeni qnd
Communlly Development Deporf ment
75 S. Fronfoge Rd. W.
Voil. CO 81657
PROJECT:
Mueller Duplex
Lof 4. Block 2, Voil Villoge l2th Flllng
PURPOSE:
Appllcotion for Building Permil
ATTACHED:l) Construcllon Permlf Appllcofion.
2l 2 ooples construcf ion documents - slomped.
3l 3 coplEs Porking/Sloging Plon f or "Publlc Woy Permit".
PTEASE CALL IF FURTHER INFORMATION IS NEEDED.
CC: Johonn Mueller
posT oFFlcE Box 454 vArL cotoRADo 81658 970 1768996
. . -- _,.1.** .n*
CHECK REQAEST
PREPARED BY:
" r'(".--( DATD: r/23
VENDORNAME:6, a 1(uz-
VENDORNUMBER: U fo27o3
DESCRIPTIoN oF EXpENSE: cLEAN up DBpostr REFUND FoR Bp # ? e -o o s--c
NAME OF JOB:/lut ( (et lu,fu-* t r rz B."rLfr-e<
ACCOUNTNUMBER: 0l 0000 22002
AMOUNT OF REFLJND: S -7 s--a . o c,
DATEAPPROVED: $ -)}. ?7-1\^,f
APPROVAL SIGNATURE:
-$
REPT 131 Tflr.JN 0F vRIL, CDLORnDO F.AEH 1
AREA: CD1F/34,/96 rZ16:46 REGUESTS FIIR INStrECTItlN t"lURK SHEETS FOR;1*/30.u 96
Activity: 896-OO56 le/lfr/SA Typei B-BUILD Stat'rs: ISSUED Constr: NDUtr
Rddress: 3l5E B0OTH FHLLS CTLocationr 315tt BOBTH FALLS COURT' Farcel : tlrZrl-rDE:3-41-rZrAB
Deser.i pt i on ; C0lrl$TRl.if,TION OF NEW DIJF,LEX
Appl icant : MUEI.I-HR CUNSTRUCTION
Owner': MUEL|.-ER J0HANN
Contr'aet or: FIUELLER CONSTRUCTION'*'--"-'
Bccr EtrltZtT Use: V N
Fhone: 38t34763157
F'hone I
Fhone: 38t34765157
Inspect i on Reqr-rest Inf or.mat i on. . . .
Req t1s €, f, or*: John
Req Ti me ! 6l :0tO Comment s I weEt
Items l+eqrrested to be Inspected...
Fhone l 47G-5157
s ide
flct i on Comment sfco Time Exp
o053fa BLD6-T9rnp. F/A.
Inspeetion
Item:
Itern:
Item:. Iten:
I;t epr:It em I
Item:
:
. !t em:
nrade f inal
| :,-
Rct i on: AF'PR AtrF,ROUED
Histony,.,,.
CTESEA PH-Backfi I I Inspeetjon
AAEAL FW-Temp. access/dr.ainage
AO5CIA F,Ll-Rough gr"ade
AIAS03 F,tl-Fin'al driveway grade
Ae5ltA dri veway gr-ade f ina
la00llA FLD6-Foot i nqs./5t ee 1AA01|A FL
A3/2Q/96 In.spector: CD
AlAtZl*q BLDG-Foundat i on./.$t ee I
O5lf3/95 Inspeetop: CF Aetion:
Notes: eng" let'ber r.equil.ed approving
add rebar to ar.eas that do not
O5./3et./96 Inspector: DS Aet ion:Nntes: FNGINEERING LETTER ON NU K-IJAV
0ra5e0 trLRN-Il-C Site trlan
frg/lE6/96 Inspector: ER 'Aet ionr
AF,CR I^IEST UNIT BASEMEN1 ONL.Y
the elimination of keyway
hale pr-oper over I aptrA F'RRTIRL AF.PROVALIS REGUIRED FROM T]IdNER.
AF,trR ffPF'RtrVED
Item : OlilO3fi BLDG-Framing
U9/[t9/96 Insoeetor.: CD Actionr fltrtrR I^,EST SIDE trNLY
Notesr FACK OUT FTOINT LOADS WHERE DESIGNfiTED IN THE FIELD
09,/Iel96 Inrpector-: CF Aetion: AtrF'R east side
to the foundat i on
Act i on< AF'F R,ncti'onr AFPR,
, Flction: AFPR
Actionl AtrtrR
Act i on: AF,trR
Action: APFR
NPF,ROVED
APPROVED
APtrROVED
AF'F'RTJUED
AF'F.ROUED
I.IEATHERFROOFING FOUNDAT,
**)*;---' NoT#sl--pacfu, out pt. loads on lourer level,,eng fielrJ r.epor.t r.eqlrir.edpendinU elec r.ough approvalIten : fitztrztSflt BLDG-Insr.rlat i on
Item:
Item:
- Itetn:
T*orn.
fr7/ IS/96 Inspector.: EG
ng/Q7 /96 Inspector": EG
frl/1tl96 Inspector : EG i
rArall6ff BLD6*Sheetr.ock Nail
O9l85/96 Inspeetor.r EG
LA/fi9/96 Inspector: EE
fi@A7A BL.DG*Mi sc.
Ul5l31 ,/96 Inspect or: CD
OTAA9A EL-DG-Final.
t}|'q?rn nl f\la-Tann I t(1
REI]T' 13 1 TOI^'N OF UAIL. CtrLORADO
1e,/3er./96 1216:46 REGUESTS FoR INStrECTION bIORR SHEETS FOR:1tl3r?r,296
PAGE
AREA: EG
I t:j
Aet ivity: 896*tl1EO 1S/3rA/9e, Type r F-ELEC Statrrs l IS$UED Constr: NDUtr
Uddressr 3158 BE0TH FALLS CT
Locat ion: 315tZl BOUTH FALLS CT
F,arce I : lltZtl-O€3-O1-Ee6
Deseription: ELECTRItrAL I^IORK FtrR NEW DUF,LEX
Applicant : DOUBLH DIAFIOND SERVICES
0wner: MUELLER JEHANN
Contr"actor: DOIJBLE DIAMOND SERVICES
Occ: lJse:
Fhone z 3?t3476687ie.
Fhone:
trhonez 3fr34766E78
InEpect i on Reqr-rest
Requestor.:5uFan
Req Time; E8:0tO
Items requested to
Infor'mation.....
Connent s: west s ide
F,hone t 476-6?7?.
Comneh$g Ti me Exp
G;-.3--*-+
In'spection History..... -.,f-,'.It em: et01lO ELEC-Temp. Fewer' r.
"
be Inspected...
OAt9[t ELEC-FinaI
A6/1!,/96 Instrectorr EG
OAletA ELEC-Rough
A7/79/96 Inspector:
AB/e6/96 Inspector:
O9lt"j/96 Insoector:
Item I OO13rl ELEC-trondr-ritItem: Olal4et ELEC-FIi sc,
AA/07/96 Inspectorr EG
09,/EO,/96 Instrect or" r EG
Item l 'ZlO19A ELEC-FinalItem: A0eE4 FIRE-ALARil ROIIGHItem: OO$JS FIRE-FINAL C/O
Itpn r
Act ij{r\.,
Rct i
qet i
Act i
:
Act i
Act i
..
on: AF'trE
on: RtrtrRon: FltrtrR
on: AtrF'R
on: AtrFRonl AtrtrR
AF,trRBUED
APF,ROVED
AtrF.RtrVED
AF'F,ROVED
AtrPRtrUED
AF.F,ROVED
EG
trt:l
E6
\
TOWN OF VAIL, COL.ORADO F,AGE
AREA: EE
15REtrT 131
A4/'A3/97 it7:55 REGUESTS FSR INSFECTION l.lORR SHEETS FOR; 4/ 3197
ffctivity: E96-81€O 41 3/97 Typer B-ELEC
Address: 3150t BUOTH FALLS CT
Loeation: St5tl EO0TH FALLS CT
Farcel r 3101-0P3-gl1-lzle6Description: ELECTRItrAL t"lORK FtrR NEtl DUFLEXApplic.ant: DOUBLE DIAMUND SERUICES
Owner': HUHLLER J0HANN
Contraetot : DOUBLE DIAMOND SERVICES
Status: FINAL Constr: NDIJtr
Occ: Use:
trhoner 3634766878
Fhone:
Fhone t 3o34766ic7:E
Inspect i on Reqr-rest Inf or-mat i on, , .
Requestr:i.: JtrHN MUELLER/DtrUBLE
Req Tine: OB:tltl Connents: EAST
Item6r nequested to be Inspeeted..
A0tgta ELEC-Final
DIAH
UNIT
. Aetion
trhone:476-8157
Time Exp
Inspection Histor.y. ....Iten; tzretl lrzr ELEC-Tenp. PowerA6/lE/96 Inspector: EGItem: raralgO ELEC-Rough
A7 / L9/96 Inspector.:
fig/96/96 Inspeetor:
fr9/t?/SA Inspector:Item: AAL4A ELEC*MiEc,
AA/67 /96 lnspeet or.:
fr1/?g/96 Inspector:Item: EOl9O ELEC-Final
1elSgt/96 Inspeetor": LFUfrI/n6/97 Inspector.: EGAI/17/97 Inspeetor: EGItemr 0'@,.ce4 FIRE-ALARM ROUGHItem: el0538 f IRE-FINFIL C/0
t
4 - J' 9V'a6,,/r"
Action: AtrPR
Action: AtrtrR
Aetion: AFPR
Action: ffFtrR
Action: AFtrR
Action: AtrF,R
Aetion: AtrtrR
Action: DNActionl DN
AF'PRT]VED
RPPROUED
APPRT]UED
AFF,ROVED
AF.trRT]VED
APPROUED
DENIED
move out l et in batht.oom
EG
E6
EE
E6
Eri
:i;liii ,
RE.F T 1 31
tdY.tiEei9T OB: O7 REIiUESTS
e
TNK'N OF VNIL.I CELORF1DIJ
FOR INSFECTION t^l0$lK SHEETS FDR: 3/?.El+7
Ar:tivitv: 895-tIEt56 5/?:e/97 Type: B-BUILD Status: ISSUED Eonstr.: I'JDUF'
Addness: "J1StZt F0OTH FAL.L.S CT
Lncation: 315rZl B0OTH FRLLS COURT
F,ar.re I : llOl-tZte3-O1-096
Descr.iFt iDn : EONSTRUCTION trF NEt^llQUtLEX
Appl icant : I'IUELLER CONSTRUCTIOm
Ownpr': MUELLER JOHANN'.Cpntractonr MUELLER CUNSTRUCTIDN
.__!r-_-__-
L0ckE! Holde, and Notices.,
ACTIVITY
Not ice r Have caEh dpp.
Not ice: Need to removs
AtA07 Uger V N
sur34765157
31434765157
F,ft6E l.
AREAI CD
Bcc:
F,hone:
FhonE:
Fhone:
f or" 9Eo 518 f or
dumpster* fnom
landscaping. Exp. 6-1-'97.
r i gh t -o f-way.
Inspect ion Request Infor nration.. ,. .
Requestor: JOFIN MUELLFR
Rrq Time: OB:tZtZ Comments: FLEASE
Items reqr-rested to be Inspected...
Ails4et HLDS*Finar C/0
trhone:476-5157
CALL. FI RsT
Act i on Comment s Ti me Exp
Inspect i on
Itemr
Itern:
I t em-:
Item:
Item:
Item:
1.
Item:
Histony.....
EE50te Fhl-Rough gr-ade
1,'c/3Pt/96 Inspeetoi-: LF f,ct i on : AtrtrR AF.PRDVED
Item:
, Item:I
Item:
tArA3|as F,tJ-Final dt-iveway gnade
le/3,6/96 Inspector*:.LP : trction: AtrFrR AF'F'ROVED
rZtOAltA BLDG-Foot ings/Stee I
fr5/'l:fr/96 Instrector.: CD Retion: FttrtrR AppRovED
lzttzlfigrzr BLDG-Fo r.rndat i on /St ee I
45./fi3,/96 Inspector.; CF fiction; AF,CR I^,EST UNII BASEMENT ONLY
Notes: eng letter r"equired approving the eliminati.on of keyway
add r'ebar" to areas that do not have propel' ovenlapg15/3a196 Inspector-: DS Action: FA F,nRTIAL ffFFROVRL
f.lotes: ENGINEERING LETTER ON NII K*I',AV IS REGUIRED FROM O[^,NER
fer8sgo F,I-RN-ILC Site F,lan :@9/V6/qb Inspector': GR fiction: AFPR AFF'ROUED
IAO@3O BLDG-Fr.aning
ilglfr9/96 Inspectorr CD iletio,n: AFtrR NEST SIDE ffNLY
NOTEE: trACH OUT F.OITIT L.OADS WHERE DESIGNRTED IN THE FIELD
OS/L'r./96 Inspectot': CF AC,t ior'r: APF'R eaEt side
Notes: paek out pt, loads on ;loher' i:teve1 to the f or-rndat i on
eng field t'eportt neqr-rir"ed "
pend inp elec rorlEh appr*oval
AAlZlSUr BLDG-Insr-rIat i on
td7/19/96 InspectorI EG Action: AtrFR AFFROVED'Ag/fi7/i6 Inspector': EE Actiorr: f,trFR APtrROUED
V9/11./96 Inspectorr EG Action: AFtrR RpFROVED
OEtta60 BLD6-Sheetnock Nai I . -tdg/E:3/96 Inspectonr EG flct ion:i AFF'R AFtrROVEp
Lal?.g /gg Inspect or.; EG Act i on:' AF'F R AF'F RnuED
@A@7A BLDG-Misc.
63/31/96 Inspeitor': CD fletion: flF'FR WEFITHERFROOFINE F0UNDA1 ,
EAO9O FLDG-Final
tt'.
\l4\\b
\D'.
BOOTH FALLS
COURT
(50' neotus)
(4O'n.O.W.)
4'CA]C.
/
6 : 5155'1/
R : 5O,OO'
L - 1'5J2'
LOT J
+.,
.E
I\
s/
BASIS OF ELEVATTON:
SAMTARY g,'ER UANHOIE 8O-II-4
Rtlf ELEU - 8376.78
tNV (S) = 8J62.69
i.-r
3o'-LOr 5
.({/a
U
s
I hteby ccrtify thot this improwntant locotia ccrtifrcotc tos prcporcd ft
,Jottn Hudls, thot it is not o lond sttrwy plot r improwncnt surwy plot ond
thot it is not to bc ralicd upon ft thc cstobh'shm&t of bncc, buildhg, or othar
futurc improtenat lincs,| furtht cxtiQ thot thc timprowarnts on the obove describcd porccl uz
this datc 4tcrnbar 9- 19% exccpt utlllty cmncctlotts, ara arlbdy rithin
tha boundarlas of thc p@ccl, cxcqt os dtoun, that lhcc ora no qtcoochmants
upot thc daqScd prcnls* by inprovcncnts m ony adloining pramise; excqt
os hdicotcd ond thot thqc is no oppocnt cvldcncc or slgn of oty cosmzat
roeshg r bur&nhg any port of soid pqcd, cxccpt os notcd.
Thls cttlllcotc des not constlfutc o tltlc swdt by lrita-tlwntoh €nglnc*fng
to dctqninc ornadtp r cosqnqtts of rccord. For dl hfvrnotion regtding aasa-
mante rights-oFroy q titlc of rpcsd, lntcr- llounto*t rdlcd upott thc Find Plot
of VoX Wlogn Tudfth Filing Tonm of Voil, Eoglc County, Colorado.:8\
.,.,.\\{u'.[]u i.ikzNOIIE: Acctding to Colqodo lov )at must cqnmqrc€
any legal octlon based upon on)/ def.ct in this survcy
vithftt tfuec tss oftt :ou fust discott sudt dcfact.
ln no arsrt, mql oryl oction boscd upon e1y defcct inthb atrvcy ba cqnmqrc€d morc thon tan porc front
thc date of cqtiftcatin dtom hqcm.
R'boa s{
LOT 12
-)4 afFieaADDRESSt J230 KAISOS RANdI ROAD
!f'.tN;oft7- -u..$,. d;*..K dh- =s"-s
oP.A OOX 9n
@72 EC tf FQtO
AVdt &a ar6npm) e4-s72
gtE to,,1tu VA|(CE SIEETLAKMO @Ld lpzr,
Ld. (sr) 232-otsa
l^lntcr-uontrin
AEngrnccmrg
oArE EVRTN IMPROWMENT LOCANON CERNNCATE s6-otg6s
LOTS 4 BLOCK Z
VAIL WLLAGE TI4ELFIH FILINO
rOWN OF VAIL, EACLE COIINTY, CO.
mn.x uu a(Hute* 9/5/96
*ErEo: D.o.E *AtE l._Jo,
fu,D &C P&E'.1,sEf x, f E III
Otrtiftrutr nf (Drrufunrg
@uun (Df liluil
fruililing lBrpurtmpnl
.TIIn (:I:.R II:ICA1'I.;
's'SUIjD
TL'R.ST/AN7' 'TO'THL. REQUIRE,\,1fN'TS OF TTIE. UNIFORM I]L]II.DING CODE
(.'tR71r;)''N(,' 'rHA'r A'l' 'nft.'nML. Or /.srSUnNC'ri '|HIS S'rRUC'n /RIt WA.S
'N
COMrt.rANCh. W|THTHL
\/AR,O{/.$ OnDrNANCli.t ()l:'lhll:.?'O\tr/N Rt(;(//.A7INC IlUll,DlNC CONJ'/RUC7'ION. AND OR US[, TO
fl tr. BL-t'r ot; ot/R KNo\t LfiD(,'I:.
Nartte MUELLER DUPLEX
I lsc (llassific:rt iorr (inrup R:3
Buildirrg, I'crrttit No. 6954 -*-1'ypc Cr>nstrucri"n NEW CONSTRUCTION
Orvncr of Building JOHN MUELLER
Iluilding Addrcss 3150 BOOTH FALLS COURT VAIL COLORADO
__ JULY 2. 1996 Thc buildingofficial may, in writing,suspend or revokc a Crrtiticale
of Occuparrcy issued undcr thc provisions of this code whencver lhc
ccrtificalc is issucd in crror, or otl the basis of inco[ecl informrlion
supplicd, or whcn it is dclc.mincd thrt lhc buildinS or slructurc or
fDrtion thcrcot is in violstioo of rlty ordinrncc or rcgulation of the
'li.rwn ofVail or lny o[ thc pruviEions of thir codc.
POST IN A CONSPICUOUS PLACE
CONSTRUCTION PERMIT
NOTE _ COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE SEPTEMBER L6, 1994 6954PERMIT NO.
department of community development
TO BE FILLED OUT COMPLETELY PRIORTO ISSUANCEOF PEFMIT
TYPE OF PERMIT
t-;:}altItr
En
BUILDING
ELECTRICAL
MECHANICAL
PLUMBING
FOUNDATION
r. TYPE OF CONSTRUCTION I II III IV V
2. OCCUPANCY GROUP AEEH IR M
OfVfSfON L22a34
GENERAL DESCRIPTION OF WORK :
NE[4I DUPLEX
EUILDING
TYPE GROUP G.R.F.A. VATUATION
24II SF
FILING VAIL VILLAGE I2TH
4r334
q.s-
s
B NAME: MUELLER DUPLEX 559 SF TOTAL 5027 S
NAMEJOHN MUELLER
910 FAIR''YDR
MAIL ADORESS
clrY vArL 81657 PH. 476-5L
NEW ( XXALTERATION ADDITIONAL REPAIR
DWELLING UNITS
HEIGHT IN FT.
--2- lccouuoolrrot ur'r rts -0-
-
NO. FIREPLACES
THICKNESS R-VALLUE
1OOO LIONS RIDGE
clw vArL 81657 PH 476-634
GENERAL
CONTRACTOR
F|RM wut LER CoNSTRUCTT0N
TOWN OFVAIL REG. NO. 159-4
47 6-5157
TOTAL PERMIT FEES
STANEK FOR CF 9-L6-94
-nc orrrcr^.- - - - DrTE
Y STOTIDER 9-16_94
ING AOMINISTRATOR _
D-ATd
& BU1LDTNG uOreS:SEE {]0NDIT]0NS0NPLAN.
TION #3. ANY PRO
ULD HAVE EASEMENT RECOPOED BY 9/26/94.
I'IECHANICAL WOR]( UNTIL MECH. PERTYIT HAS
elpy DOUBLE DIAMoND
I34-B
TOWN OF VAIL REG. NO.
476-6272
PLUMBING
CONTRACTO
FIRM SIBI.EY PI.IIMRTNG
I heroby acknowtedge that I have read this
"p$fi8&9JflDrlrled
out in lull the information required,
completed an accurale plot plan, and state that all the information provided 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 I
review approved, Unilorm Building Code and
CLEAN UP DEPOSIT TO:
own applicable thereto.
OF OWNEB OR CONTRACTOF FORSIGNA
AND T OWNEF.
HIMSELF
MECHANI
TOWN OF VAIL REG. NO.
OTHER
CONTRACT
TOWN OF VAIL REG. NO.
TELE.
Q t o F-da,rrsa.,.-t,
CONSTRUCTION PERMIT
NOTE _ COPY OF
DATE sarTtu'iBEn
PERMIT TO
L6, L994
BE KEPT ON JOBSITE .-
O i * I
PERMIT NO,
hn
department of community development
TO BE FILLED O-UT COMPLETELY PRIOR TO ISSUANCE OF PEHMIT
TYPE OF PERMIT
[4
T-l
L4
L4
BUILDING
ELECTRICAL
PLUMBING
FOUNDATION
tr $BtrtUl,tt roF,, .,
LTYPE OF CONSTRUCTTON II n rVV
2. OCCUPANCY GROUP AEEH IR M
otvtstoN
GENERAL DESCRIPTION OF WORK ;
I.JEW iJUPLEX
122a34
480 , o0o .00
PERMIT FEESTYPE GROUP G.R.F.A. VALUATION
24ll sF
FILING VAIL VILLAGE I2TU
EUILOING PERMIT
4r334
2396 Sl'r469 ,0u
1OA ruRn,1r, I1UELLER IIUPLEX 559 SF TOTAL 6027 S
72A.OAlPc 1B0.00ALTERATION O ADDITIONAL () REPAIR
DWELLING UNITS
HEIGHT IN FT.
AccoMMoDATroN ururrs o
NO. FIREPLACES
INSULATION:
PERHIT ISS-USD
IOOO LIONS RIDGE
MAIL ADDRESS
cfrY vAtL 81657 PH 476-634
GENERAL
ror" o, uo,a "rn. "o.
159-A
47 6-5L57
1-L CALI,
TOTAL PERMIT FEES
STANEK I'OR CF 9_16_94
Irr_or''ne orprcni - - ---DrE
DY STOUDEfi. 9_16-94
ADMINISTRATOR DATE
SEE COTiDITiONS ON PLfu\.& BUILOING NOTES:":.-EPT. NOTE CONI]I.TION f3. ANY PROSL
ECTRICAL
PLUMBING
CONTRACTOR
rrpu SIELEY PLUiiiilNG
TOWN OF VAIL REG. NO, I34-P
APPROVLI].I hereby acknowledge that I have read this application, filled out in full the information required,
completed an accurate plot plan, and state that all the information provided as reguired is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
CI,qAIr UP DFJPOSIT TO:
\{wl-u-u.t-Ccrn::{SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF
AND THE OWNER.
MECHAN
TOWN OF VAIL FEG. NO.
CONTRACTO
TOWN OF VAIL REG. NO,
TELE,
I O T-(i^? L.r \nr / ,
oto* oF vArL coNsrRucrro*l PERI'{IT
'"*lfir}lPtfrttri{T :'31b+Hs/
, APPLICATION MUST BE FILTED OUT COMPLETEIJY OR IT MAY NOT BE ACCEPTED
!********************* ********* pERllrr rNFoRuATroN *****************************/t [ ]-Building [ ]-plunbing [ ]-Electrical [ ]-ttectranLcal I -other
Job Name:Job Address:
Legal DescriptJ-on: Lot 3 Block-L- ririnsl
Owners Name:Address: \\O tnrg\J5.f Dqrve_=5isl
Architect: -@Address: rm L\s$s R\$q,a \pat ph.lIL!!S3.
ceneral Description:
r- f"'
Vlork class: [v]-New [ ]-Alteration [ ]-Additional [ ]-Repair I l-other
Number of Dwelling Units: a Nurnber of Accommodatlon Units: 2,
^ )pnber and 1\pe of fl-replaces: cas Appliances_ Gas Logs ? Wood/petlet_vrt********************************* VALUATIONS *********************************rl
BUILDING: $ \Oo.coo ELECTRICAT,: I 3i.ooo oTHER: I
^
pLIn{BrNG: $ re.ooo MEcHANrcAr,t $T rorAl,: @v/t*************************** coNTRAcroR INFoRr.raTIoN ***************************t Eeneral Contractor: tl$EuLFq- q-c\ slnuc_-tt(f,\^ Town of Vail Reg. NO.l5q \AAddress: lto €Argrrrrnv $ffi phone Nurnber: qi6-s,G-
e-
Qof
1lI
t
F
Plunbing
Address:
Electrical Contractor:
Address:Town of vail Reg.^ No.\'3\--$
Phone Number:
Town of Vail Reg. NO
Phone Nunber: 8a1 --5
Town of Vail
Phone Nurnber:
Reg. NO.
oFFrcE usE ***** ********* * * ***************
BUTLDTNG pr,AN cHEcK FEE: /4bq -PLUI.IBING PI,AN CHECK FEE:
I''ECHANICAL PI.AN CHECK FEE:
contractoft.W
Address:
********************* *** *** ***** FOR
BUILDING FERMIT FEE:
PLUMBING PERI'IIT FEE:
I{ECHANICAI.T PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
RECREATTON FEE:
, CLEAN.UP DEPOSIT:
J TOTAL PERMIT FEES:
TYPE IGROUP VALUATION tgllPlllgi F - e-/t-?'Y
STGNATURE: '-.*7 frl zqt
h-t A I Ut',w'l7T
Comments:
*l-l
CLEAII I'P I}EPOSIT REFI'TD TO:
ZONTNG:
SI
N g a:9ry^p. -3F *#.* t*,t 17wtTe4 qd ft L rt*cll Fa9.2-* ne*/ffi,.mv/='/rt
BUILDING PERI.IIT ISSUANCE TIME FRAI,IE
If this perylt requires a Town of Vail fiire Department Approval,Engineep"s (Pubtic tt9$l review and approvai,'" iiiii"-ini'b"p."t .ntreview or Health Departmint review, ani'a_review by the BuirdingDepartment, the estimated time tor'a totar ""uier-inv LiE'i, rongas three weekg.
f]J cgrmgrgial '('large or smail) and ail murti-famiry permits wiilhave to follow the above menti6ned maximum requirenlnli."'nesiaentialand.small projects shourd take a 'r esser amouni of time. However, ifresidential or smaller.projects impact the vJrious-iu"ue mlntioneadepartments with reoard' to-necessai-y "evie*, iltti" p"oj..ii"*va'lso take the three'weel pe"ioO.
Every.attenpt will be made by this department to expedite thispennit as soon as possible. -
I' the underSigned, understand the plan check procedure and timeframe -
75 south trontrge road
Ytll, colorado 8[657
(3o3', 479-2L38 ot 479-2139 offlca of communlty deyelopmc||t
= \{ueuuexu tucuqx
ProJect Name
Corrnuni ty Development Department.
a
75 south frontage road
vail, colorado 81657
{303) 479-21.38 or 479-2139 oftlce ol communlly devalopmenl
TO:
FROM:
DATE:
SURTECT:
ALL CONTRACTORS CTJRREMTLYT REGISTERED WTTH THETOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMUNTTY DE\TELOPMEN!
IIARCH 16, 1988
CONSTRUCTION PARKING & MATERTAL STORA,GE
rn sunmary, ordinance No. 6 states that it is unrawfur for anyperson to litter, track or deposit ani ,"if,-r""i., sand, debrisor materiat, incruding trash &unpsterl, p-iiari"-'toir"ts andworkmen vehicles. |non-any streer;-;ie;;.ik;-;ii;y or pubricPl?:" or anv porti6n theieof. --itr" right-oi-r"y i" arl Town ofvail streets and.Ig"g. is approiinateiy s ft. ifi purr"r.r,t.This ordinance wilr be. =triIliv--inforced by the Town of vair.Pubric works Department. persSns found vi6rating this ord.inancevilr. be siven a 24 hour writien--n"ti""-ti-;;;;;;"="id marerial.fn the event the person so notified.does not comply with thenotice within the 24 hour.tir"-rp""iii;;,"ti"-iii5ric worksDepartment wirl remove said nate;iai-;i-in""""iEi.e of personnoti-fied. The provisions "r-irri= ordi.nance shall not beapplicable to c6nstruction, mainienance or repair projects ofany street or a1ley or any utilitres in the right_a_way.
To review ordinance No- 6 in furl, please stop by the Town ofvail Buil'ding Department to obtain a copy. tiranx you for yourcooperation on this natter.
(i.e. contractor, owner)
i
lnwn
75 3outh frontagE rcad
Ydl, color.do 81657
. (3dl) 4792138
(300) {792130
off,ce ot conrmunlly d€Yelopment
NorrcE To coNT.RjacroRs/onarER BUTLDERS
Effective June 20, 'J,99t, the Town of Vail Building Department hasdeveroped the following procedures to ensure that new constructj.onsites have adequatety established proper drainage from buildingsites along and adjacent. t,o Town of Vail roads or atreet,s.
The Town of Vail Public Works Departnent will be required toinspect and approve drainage adjacent to Town of Vail roads o!streeta and the instauation of temporary or permanent culverts ataccess points f,ron the road or street on to tle construction site.such approvar must be obtained prior to any request for inspectionby the Town of Vail Building Department for footings or temporaryelectrical or any other inspection- please call 479-2160 torequest an inspection from the publ-ic works Department. Allow aminimum of 24 hour notice.
Also, the Town of VaiL Pubtic Works Department will be approvinga1l finar drainage and curvert instarlation with resulting roadpat.ching as necessary. Such approvaL must be obtained prior t.oFj.nal Certificate of Occupancy issuance.
MEMORANDUM a
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY g, 1gg4
WHEN A "PUBLIC WAY PERMIT'tS REOUIRED
1) ls this a new residence?
2) ls demolition work being performed
that requires the use of the right
of way, easemenls or public property?
YES
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls difierent a@€ss needed to site
other than existing driveway?
6) ls any drainage work being done
affecting the right of way, easements,
or public property?
7) ls a "Revocable Right @f Way permifl
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
I have read and answered rquestions.
tv\uti_u B -lt ..q
TO:
FROM:
DATE:
RE:
Please answer the following questionnaire regarding th€ need for a 'public Way permit.:
NO
,-.t"
V
lfJot answered yes to any of these questions, a "Public Way Permit' must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at
Community Development. lf you have any questions please callCharlie Davis, the Town
of Vaif Construction Inspector, al47g-215f'.'
Job Name s Signature Date
How it relates to Building permit:
Fill out ths our check list provided with a buirdino oermit aoorication.
lf yes was answered tg 3ny ot the above questions then a'public way permit, isrequired. You can pick up 1n aprRrication a either community Deveropment,focated ar 75 s. Fronrase Road or Fi,oriJ wo*s, 6;;i;;ltig%ir Varrey Drive.
Notice sign offs for: utility companies. All utirities must field verify (rocate)respecrive utitiries priorrg signing apptication. so;; rtiiiry;il;nies require upto a 48 hour notice to scheOute i 6iael.
A construction trafiiccodror pran must_be pr?ae or a separate sheet of paper.This plan will show rocations of ail traflic &ntror devices (signs, cones, etc.) andthe work zone, (area of construction, staging, ar":i r-'s"vt r/
Lligt-c[olw9f b-eing perrormed musr be submiiled indicating dimensions (rengrh,wictth & depth of work). This may be orawn on the tramc bntrot pran or a siteplan fc<.the job.
Submit completed application to the Public Wort's otfice for review. lf required,locates will be scheduled forthe Town orvair elestridad"ni'lirig"tion crew. Thelocates are take prace in the moming, but ray require up to 4g hours to perform.
The Public work's construaion Inspector wirr review the apprication and approveor disapprove the permit. you wiil be contaaed as to the slitrs
"no
any changesthat may be needed. Most permits are released within 4g nours oiueing received,but please allow up to one week to proc"s..
As soon as p_ermit is processed, a copy wiil be faxed to community Deveropment
.q11owr1o th.e_'Buirding p.ermir" to ue rit'eas"J. n.are do not confuse the "pubricway Permit'with a "Buikting permit, to oo wo* on a jroie"i site iserr.
Note:
*The above process ls for work ln a right_of-way only.
'Pubfic way permrt's are vatid onrv unilf November 15th.
'A new Public Way permit is required each year.
1)
2)
3)
4)
s)
6)
7)
I
Name: MUELLER DUPLEX #ADate: September 1, L994
Occupancy: R3rM1
Type of Const: V-N
Town of Vail
25 South Frontage RoadVai1, Colorado 8L65?(303) 479-2L38
Plan analysis based onthe 1991 Uniform Buildinq Code
oFF/ru'r;frpv
Address: 3l-50 BOOTH FALLS CT.
Contractor: MUELLER CONST.Architect: F.P.B.
Enqineer: MONROE
Plans Examiner: CHUCK FELDMANN
NOTE:The code items listed in this report are not intended to be a completelisting of all possible code requj-rements in the 1991 UBC. It is a guide to
selected sections of the code.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTTON
NORTH Property line 18.0 Feet 18.0 Feet
EAST Building 0.0 Feet 0.0 Feet
SOUTH Property line 43.0 Feet 43.0 Feet
WEST Property line 20.0 Feet 20.0 Feet
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 1?-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL Vf,ALL PROT WAIL UIALL PROT WALL WALL PROT
R3 Ohr Ohr None lhr* thr* NOP Ohr Ohr NONE Ohr Ohr None
M1 Ohr Ohr None lhr* thr* NOP Ohr Ohr NONE Ohr Ohr None
The exterior wal1s may be of COMBUSTIBLE material . Sec .220L.
None -- No fire protection requirements for openings.Prot -- openings are to be protected with 3/4 hr fire assemblies.
50t of the area of the wall maximum. Sec.2203.(b) & Table 5-A
Maximum single window size is 84 sg.ft with no dimension
greaLer than l-2 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this wall.* -- These wa1ls may be required to have a parapet wall 30 inches
above the roofing. The parapet wall is required to have the same
fire rating as the wa1l . See section 1710. for details and exceptions.
t
FL NA.tr{E AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS
2 Master bedroom2 Master bath2 Halls, closeLs, etc.
TOTAL FOR FLOORl- BedroomI Bath room1 Kitchen/Dining
1- Living room1 Office1 Hal1s, closets, etc,
TOTAL FOR FLOORB GarageB Bedroom #1"B Bath room
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
z3z
158
2s2
ooz
126
64
226
318
r54
384
r272
62L
143
668
1098
L934
25.20
0 .00
0.00
12.60
0.00
22.60
3r-.80
15.40
0.00
0.00
14 .30
0.00
72 .50? on
0.00
6.30
3.20
1r_ . 30
r-5. 9011n
0.00
0.00
7 1q
33.40
Yes
No
No
Yes
No
No
NO
No
No
No
Yes
No
Yes
I
I
-L
l-
1
1
1
1
1
1
1
1
1
t
1) EGRESS - An operable window or door that opens directly to the exterioris required from t.his room. The minimum clear openable area must meetthe fol-1owing. -- Sec. L204.1) The minimum clear height is 24 inches2\ The minimum clear width is 20 inches3) The minimum clear area j-s 5.7 square4) The maximum sill height is 44 inches2l The number of exits i-s based on TabLe 33-A3) A mechanical ventilation system may be used
openings for ventilation- -- Sec. L205. (c)
4) The requirement for an egress window in the
Sec. 1.2Q4 .
feet
(Dwellings)
in in lieu of exterior
basement is based on
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet 6inches. Kit.chens, ha11s, bathrooms and toilet compartments may have a
ceiling height of 7 feet measured to the lowest projecLion. If the ceiling
is sloping, then the minimum height is reguired in onLy L/2 of the area.
--Sec. 1207. (a)
Every dwelling unit sha1l have at feast one room which has not. less than 120
square feet of floor area. Other habitable rooms except kitchens shall have
an area of not Less than 70 square feet. -- Sec. L207.lb')
Habitable rooms other than a kitchen shall not be less Lhan 7 feet in any
dimension. -- Sec. 1207. (cl
GLAZING REOUIREMENTS:AII glazing in hazardous locations is required to be of safetyglazing material . -- Sec. 5406. (d)
l-) Glazing in ingress and egress doors except jalousies.
2l Glazing in fixed and sliding panels of sliding door assemblies andpanels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4l Glazing in al-l- unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a buildingr wa11
enclosing these compartnent.s where the bottom exposed edge of theglazing is less than 60 inches above a standing surface and drain in1et.6) Glazing in fixed or operable panels adjacent to a door where Lhe nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edgeof the glazing is l-ess than 60 inches above the walking surface."l) Glazing in an individual fixed or operable paneI, other than thoselocations described in items 5 and 5 above, than meets all of thefollowing conditions:A. Exposed area of an individual pane grealer Lhan 9 square feet.B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 35 inches above the floor.D. One or more walking surfaces within 36 inches horizontally of the
pLane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
fncluded are structural baluster panels and nonstructural- in-fi11
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceiling or wal1 at a point centrallylocated in the corridor or area giving access to each sleeping area.
-- Sec. 1"210 . (a) 4 -A smoke detector is required on the ceiling or wal1 in each sleepingarea. -- Sec. 121-0 . (a) 4 .A smoke detector is required in the basement. -- Sec. 1210.(a) 4-
A smoke detector is required on al-I stories. -- Sec. 1210.(a) 4.If the upper level contains sleeping room(s), a smoke detector is requiredin the ceiling of the upper level close to the stairway.
-- Sec. 1-210. (a) 4
Smoke detectors are required to be wired to Lhe building's power source andshall be equipped with a battery backup. -- Sec. 1-210.(a) 3.
Detectors shall- sound an alarm audible in all sleeping area of the dwellingin which they are located. -- Sec. 1-2L0. (a) 4.
FIREPLACE REQUIREMENTS :
FACTO.RY BUILT FIREPLACE :1) Unit must be an approved unit. -- Sec. 3?05. (a)
2l Clearances and hearth size must be per manufactures approval .
-- Sec. 3705. (a) & (b)
3) Chimney height must be per manufacturer's approval and Table 37-B
OCCUPANCY SEPARATION:
Betneen the garage and the residence, mat.erials approved for thr flre
construction are required on the garage side only and any doors beLween
the garage and the residence are to be a self-closing L 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec. 503.(d) exc. #3
STAIR REQUIREMENTS:
A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3306. (c) exc. #1Provide a handrail on one side a stairway 34 to 38 inches above the nosing ifthere is 4 or more risers. -- Sec. 3306. (i)
Provide a guard rail where drop off is greater than 30 inches. Minimum height
= 35 inches, maximum opening size = 4 inches. -- Sec.l1L2.(al exc. #1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Enclosed usable space under the stairs is required t.o be protected as requiredfor Lhr fire-resistive construction. -- Sec. 3306. (l)
SHAFT ENCLOSURES:l-) Chutes and dumbwaiter shafts with a cross-sectional area of not more than
9 square feet may l-ined on t.he inside with not less than 26 gage
galvanized sheet metal with all joints locklapped. The outside must be
L hr construction. A1l openings into any such enclosure shall be protected
by not less Lhan a self-cl-osi.ng solid wood door I3/8 inches thick or
equivalent. -- Sec. 1-?06. (f )2l Gas vents and noncombustible piping installed in walls passing through
3 floors or less do not need to be in t hour shafts.
-- Sec. l-706. (c)
3) Shafts for gas vents, factory-built chimneys, piping, or ducts that donot extend through not more than 2 floors need not be in t hour shafts.
-- Sec. 1706. (c)
4) Afl other shafts are required to be enclosed in a t hour assembly.
-- Sec. 1706- (a)
ADDITIONAL REQUIREMENTS :
For R3 occupancy
This project will require a slte improvement survey. Such survey
shal-l- be submitted and approved prior to request for frame
inspection.
A11 crawl spaces within the Town Of VaiI are limited to a earth to
sLructural floor ceiling height of 5', be earth floor only, be
ventilated as per UBC 2516(C)6 with ninimum access as per UBC
251-6(C)2 and maxinum access of 9 sg. ft.
Any building site with a slope of 30 degrees or more shal1 require an
engineer desj-gn. Such design shall address drainage, soil retainage
and structuraL design
Excavation below slabs on qrade shall not be permitted without prior
aPproval .
Address numbers sha1l be posted plainly visible and legible from the
street. .
l
For Ml occupancy
Slope garage floor to allow for drainage.to outside to provide afloor drain sith sand and oil intdrceptor to dry well or to sewer.
Any garage floor drain connected to sewer must be approved by Upper
Eagle Valley Water & Sanitation District.
In garages with living area above, the walls of the garagle wiich are
bearing the area above shall be protected with one hour fireresistive construction. UBC 503(B) .
Town of Vail
25 south Frontage Road TownofVail-i.rii,!l'?iili;3iair-
OFFlOffi frfiPY
Plan analysis based onthe 1991 Uniform Building Code
Name: MUELLER DUPLEX #B Address: 3150 BOOTH FALLS CT.Date: September 1, 1994 Contractor: MUELLER CONST.
Occupancy: R3rMl Architect: F.P.B.
Type of Const: V-N Engineer: MONROE
Plans Examiner: CHUCK FELDMANN
NOTE:The code items listed in this report are not intended to be a completelisting of all possible code requirements in the 1991 UBC. It is a guide toselected sections of the code.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 43.0 Feet 43.0 FeetEAST Property line 15.0 Feet L5.0 Feet
SOUTH Property line 59.0 Feet 59.0 FeetWEST Building 0.0 Feet 0.0 Feet
EXTERIOR WALL FIRE RATINGS AI.ID OPENING PROTECTION
Tab1e 17-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON_BRG OPNG BRG NON-BRG OPNGWALL WAII, PROT WALL WALL PROT WALL WAIL PROT WAIL WAIL PROTR3 Ohr Ohr None Ohr Ohr None Ohr Ohr None l-hr* thr* NOPML Ohr Ohr None Ohr Ohr None Ohr Ohr None lhr* Lhr* NOP
The exterior walls may be of COMBUSTIBLE material . Sec .220L.
None -- No fire protection requirements for openings.Prot -- Openinqs are to be protected with 3/4 hr fire assemblies.
50? of the area of the waIl maxj-mum. Sec.2203. (b) & Table 5-A
Maximum single window size is 84 sq.ft with no dimensiongreater than 12 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this wall.* -- These walIs may be required to have a parapet walf 30 inches
above the roofing. The parapet. wall is required to have the samefire rating as the wall. See section 17L0. for details and exceptions.
FL NAME AREA MIN,LIGHT MIN,VENT NO.EXITS EGRESS
2 Living room2 Kitchen/Dining2 Mast.er bedroom2 Master bath2 Office2 Halls, closets, etc.
TOTAL FOR FLOORL Garage1 Bedroom #11 Bath room #1L Bedroom #21 Bath room #2L Halls, closets, etc.
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
488
308
22'l
139
]-1"2
284
138
49
l-o_L
40
450
r.3 97
2 955
48.80
30 .80
22.70
0 .00
LL.2O
0 .00
0 .00
r.3.80
0 .00
16.10
0 .00
0..00
24 .40
15.40
r.1 . 35
6. 9s
J. DU
0.00
0.00
o. vu
2.45
I .0s
2 .00
0 .00
NO
No
Yes
No
No
No
No
Yes
No
Yes
No
No
1-
L
t
1
l_
L
l-
l_
l-
1
1
l-
l_
1
z
1) EGRESS - An operable window or door that opens directly to the exterioris required from this room. The minimum clear openable area must meetthe folLowing. -- Sec. L204.L) The minirnum clear height is 24 inches2, The minimum cl-ear width is 20 inches3) The minimum cl-ear area is 5.7 square feet4'l The maximum sill height is 44 inches2) The number of exits is based on Table 33-A (Dwellings)
3) A nechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. 1205. (c)
ROOM DIMENSTONS:
Habitable space shall have a ceiling height of not less than 7 feet. 6inches. Kitchens, halls, bathrooms and toilet compartments may have aceiling height of ? feet measured to the lowest projection. If the ceilingis sloping, then the minimum height is required in only 1/2 of the area.
--Sec. 1207. (a)
Every dwelling unit shall have at. Ieast one room which has not less than L20
square feet. of floor area. Other habitable rooms except kitchens shall havean area of not less than 70 square feet. -- Sec. l-207. (b)
Habitable rooms other than a kitchen shall not. be less than 7 feet in anydimension. *- Sec. 120'7.lc)
GLAZING REQU]REMENTS:
A11 glazing in hazardous locations is required to be of safetyglazing material . -- Sec. 5405. (d)
f) Glazing in ingress and egress doors except jalousies.
2, Glazing in fixed and sliding panels of sliding door assemblies andpanels in swinging doors other than wardrobe doors.3) Glazing in storm doors.4, Glazing in all unframed swinging doors.5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a building wa11
enclosing these compartments where the bottom exposed edge of theglazing is less than 60 inches above a standing surface and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where Lhe nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edgeof the glazing is less than 60 j-nches above the walking surface.7) Glazing in an individual fixed or operable panel, other than thoselocations described in items 5 and 6 above, than meet.s aII of thefollowing conditj-ons :A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the floor.C. Exposed top edge greater than 36 inches above the floor.D. One or more walking surfaces within 36 inches horizontally of theplane of the glazing.
8) Glazing in railings regardless of height above a walking surface.Included are structural baluster panels and nonstructural in-fillpanels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS :A smoke detector is required on the ceiling or waII at a point centrallylocated in the corridor or area giving access to each sleeping area-
-- Sec. 121-0. (a) 4.
A smoke detector is required on the ceiling or walL in each sleepingarea. -- Sec. L21-0 . (a) 4 .A smoke detect.or is required on all stories. -- Sec. 1210.(a) 4.If t.he upper level contains sleeping room(s), a smoke detector is requiredin the ceiling of the upper level close to the stairway.
-- Sec. l-210. (a) 4
Smoke detectors are required to be wired to the building's power source andshall be equipped with a battery backup. -- Sec. 121-0.(a) 3-Detectors shalI sound an alarm audible in all sleeping area of the dwellingin which they are located. -- Sec. 1210. (a) 4.
FIREPLACE REQUIREMENTS :
FACTORY BUILT FIREPLACE:1) Unit must be an approved unit. -- Sec. 3705. (a)
2') Clearances and hearth size must be per manufactures approval .
-- Sec. 3705. (a) & (b)
3) Chimney height. must. be per manufacturer's approvaL and Table 37-B
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for thr fireconstruct.ion are required on the garage side only and any doors betweenthe garage and the residence are to be a self-closing L 3/8 inch solidcore door or a 20 minute fire door. -- Table 5-B & Sec.503.(d) exc. #3
STAIR REQUIREMENTS:
A stairway in a dwelling must be at l-east 36 inches wide. -- Sec. 3306.(b)
The maximum rise of a step is 8 inches and the rninimum run is 9 inches.
-- Sec. 3306. (c) exc. #1Provide a handrail on one side a stairway 34 to 38 inches above the nosing ifthere is 4 or more risers. -- Sec. 3306. (i)
Provide a guard rail where drop off is greater than 30 inches. Minimum height:36 inches, maximum opening size:4 inches. -- Sec. 1712.(a, exc. #1
I
The mininum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Enclosed usable space under the stairs is required to be protected as requiredfor thr fire-resistive construct.ion. -- Sec. 3306. (l)
SHAFT ENCLOSURES:1) Chutes and dumbwaiter shaft.s with a cross-sectional area of not more than9 square feet may lined on the inside with not less than 26 gagegalvanized sheet metal with all joints locklapped. The outside must beL hr construction. All openings into any such enclosure shall be protectedby not less than a self-closing solid wood door 7 3/8 inches thick orequivalent. -- Sec. 1?06. (f)
2, Gas vents and noncombustible piping installed in walls passing through3 floors or less do not need to be in L hour shafts.
-- Sec. 1706. (c)
3) Shafts for gas vents, factory-built chimneys, piping, or ducts that donot extend through not more than 2 floors need not be in t hour shafts.
-- Sec. 1705.(c)4) A11 other shafts are requi-red to be enclosed in a t hour assembly.
-- Sec. 1706. (a)
ADDITIONAL REQUIREMENTS :For R3 occupancyThis project will require a site improvement survey, Such surveyshaIl be submitted and approved prior to request for frameinspection.
A11 crawl spaces within the Town Of Vail are limited to a earth tostructural floor ceiling height of 5,, be earth floor on1y, beventilated as per UBC 25L6 (C) 6 with minimum access as per UBC
2516(C\2 and maxj-mum access of 9 sq. ft..
Any building site with a slope of 30 degrees or more shalL require an
engineer design. Such design shall address drainage, soil retainage
and strucLural design.
Excavation below sl-abs on grade shall not be permitted wi-thout prior
approval .
Address numbers shall be post.ed plainly visible and legible from thestreet.
For Ml- occupancy
Slope garage floor to al1ow for drainage to outside to provide afloor drain with sand and oil interceptor to dry well or to sewer.
Any garage floor drain connected to sewer must be approved by Upper
Eagle VaIIey Water & Sanitation District.
In garages with living area above, the walls of the garage wiich are
bearing the area above sha1l be protected with one hour fireresistive construcLion. UBC 503(B) .
t
Town of Vai.l
25 South Frontage RoadVail, Colorado 81557(303) 4'19-2L38
Plan review based onthe 1991 Uni-form Buildinq Code
Town of \4all
OFFIOE COPY
Address: 3150 BOOTH FALLS CT.Contractor: MUELLER CONST.Architect: F.P.B.Engineer: MONROE
PIAnS Examiner: CHUCK FELDMANN
Name: MUELLER DUPLEX #ADate: September 1, 1994
Occupancy: R3rM1
Type of Const: V-N
This project will require a site improvement survey.This survey shall be submitted and staff approvedprior to a request for a frane inspection. Under no
circumstances wi]l- a frame inspection be donewithout an approved site improvemenL survey.
Exterior surfaces with stucco shall be provided withexterior metal lath as per UBC 4706 with 2layers ofpaper. Windows and doors are reguired to be
adequately flashed(not with just screed metal). Alath inspection is required prior stucco
applicat.ion.
A11 new construcLion within the Town of VaiL will berequired to have an initial inspection by TOV Public
Works Dept. to approve site drainage and culvertinstallation. This approval must be complet,e prior
to any inspection by the Building Depart.ment.
This project is restricted from Lhe burning of woodin fireplaces. Unless the lot is a restricted lotin size, three gas logs fireplaces and three gas
appliances are permitted per unit allowed. Gas log
chinneys enclosures shall be one hr. proLected.
THIS PROJECT PGQUIRES TWO ONE HOUR VIALLS BETWEEN
EACH UNIT WITH A ONE INCH AIR SPACE FROM FOUNDATION
TO UNDER SIDE OF ROOF SHEATING.
In bathrooms lrith a tub or shower and in laundry
rooms a mechanical ventilation system connecteddirectly to the outside shall be provided. Bathrms
which contain only a water closet or lav. nay beventilated with a recirculaling fan. UBC 1205(c).
o
t-0
11
t2
Domestic clothes dryer exhaust ducts shall beinstalled as per IIMC 1104 and 1903. Flexible ductconnectors may not exceed 6' in length and shall notbe concealed within construction. Ducts shallterminate outside the building and not exceed L4,Iength.
No domestic dishwashing machine shal1 be directly
connected to a drainage system without the use of an
approved dishwasher air-gap fitting. UPC 608.
Cross connection control devices shall be installedto protect pollution of potable water supply by useof approved backflow prevehtion devices. UPC 1003.
Plumbing fixtures with mechanical apparatus shall besupplied with an access panel for inspection andrepair of equipment. UPC 904.
Domestic ranges shall have a vertical clearance
above the cooking surface of not less than 30" tounprotected combustible material . itMC 1901.
Approved gas logs may be installed in solid-fuelburning fireplaces provided the installation is
according to the listing instructions, any dampershall be removed or permanently blocked, and asafety shutoff val-ve is provided. UMC 803.
Furnaces not Listed for closet. or alcoveinstallation shall be installed in a room or spacehaving a volume at least 12 times the volume of thefurnace. A boiler unit. will require a space 16times larger than the boiler. UMC 504(b)
Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equipment, ventlocation and termination, and combustion air to be
supplied prior to any inst.allation.
Due to Colorado State Stat.utes, all sink faucetts
and shower heads are reguired to utilize flowrest.riction devices. AIso, the maximum water closet.flush usage is limited to a maximum of 3.5 gallonsper f1ush.
At eaves and valleys an adequate underlayment shall
be provided to protect a structure from ice buildup
and water damage. Two layers of felt solid noppedto sheathing and between layers or a commercialwater & ice shield may be used as per Table 32Bl-.
13
14
l_5
L6
,
l7
18
19
20
I
fn addj.tion to a mininum reinforcemenL, not lessthan two *5 bars shall be provided around all window
and door openings. Such bars shall be extended
beyond the corners of the openings not less than24||. uBc 2614 (d) ?.
Because of this project, s location, the foundationis reqgired to be dampproofed to prevent danage to
areas below finished grade. UBC 1707 (d) .
The structure is required to be anchored to thefoundat.aion with l/2 Lneh anchor bolts. The bolts
must be int'o the concrete or masonry ? inches and
spaced a maxlmum of 6 feet apart. See code foradditional reguirements. -- Sec. 2907. (f)
Include a copy of the soils report for the sit,e tobe built on. -- Sec. 2905.
#
\ I di
JNi
8,1 l,i\l s\t i iE';Ii.s
CHECK RESUEST
PREPARED w: fuo; 1"-* DArE: ?
DESCRTPTION OF EIGEIiSE: CLEAN IiP DEPOSIT REFUIiD FORBP # di 7,r/
NAME OF JOB: Vr-r.rlt,.l p*/A
/
ACCOIINTNLMBER 01 OOOO 22002
AMOLiNT OF REFUN'D t $S-aZ
- D
o
LT
rIOB NASIE:
Final Certificate of Occupansy.
SOIIJS REPORT:
ST FOR BUILDING T#
permit shall
a
PERMIFINAI, CHECK
The it,ems
receive a
FINAL ELECTRICAII:tl
tl
T
n
E
T
E
tl
FINAI, PLI]MBING:
FINAI, MECHANICAI.T:
TEMPORARY CO:
CERTIFTCATE OF OCCUPANCY (CO):
FTNAI.I I'ANDSCAPTNG:
PAVING/PUBI,IC WORKS:
TCO ESCROW/I,TNE OF CREDIT:
*******
MT Cn l\lnfFEr C .
Work is for 6ircte onel Water Sewer
Landscaping
o
Gas Eleclric Telephone CATV Other
'vemp-olqly- Si!e- Agcess
Length Depth
?'
,--
i
APPLICATION FOR
TOWN OFVAIL
PUBLICWAYPERMIT 19 .
Job Name Street Address
Excavating Conlractor Name Address Phong # TOV Contactor's License Number
t
/' ' ' i' j
"'. Start Date Complelion Date lPermit Expiiattcin bate)
g
4.
Trench-width ,,-'
(min. 4') t l, ,Ltr'
8.
Bond Amount $ a 1- c)Permit Fee g '7 5 O O Total Permit Fee g -7{.<t o
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 shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option ol routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow onp week to process.
Upper Eagle Valley Water and Sanitation (476-7
Public Service Company (1 -800-922-1 987)f- /A - q'/
PSCO-Natural Gas Group (46e-2528)| .l
Holy Cross Electric Company (949-5892).
U.S. West (1 -800-922-1987)
TCI Cablevision of the Rockies (949-5530)
Town of Vail:
lrrigation (479-2161)_ Electricians (479-2171')
Public Works (479-21 58)L1
9. THERE WILL BE NO TOTAL STREET CLOSURESI A construction trafiic control plan must be approved by the
Public Works Department prior to issuance of the permit.
1 0. All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
'11. Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations.
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 fee.
1 2. I certify that I have read all chapters of Title 12 - Streets and Sidewalks, of the Vail Municipal Code and all utility ,
company agreements, signed by me, and will abide-by the same, and that all utilities have been notified as required.
,l
Contractor's Signature ot Agreement Date ot Signature
ATTACH PLAN OFWORK,INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
\-.. _1-A f r' 11; J t-,vl T1 u,,./ r ' 1- ' tnu r..i r- i,.,i,l:::_ i".-- c -i rit i- t/ rMTrlr...t r!.r iT T-i rlr,if., L l*+tlr,-(- r.. I ri,. r.*{., *-r-
\ .\ ./r_'r"'.t,,1.. r- yi ;,'*.1
..4 i I
/:^l.l /-^^rr^^a^r
W\,i rAI-{
("ry,-5157-t
INSPE CTION REQUEST
TOWN OF VAIL
479-2138
READY FOR
LOCATION:
INSPECTION:TUES WED
,/-ir-
FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.UNDATION / STEEL
tr
D
tr
tr
tr
tr
FRAMING D ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
tr HEATING
tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
I
INSPEL44at/(,/ /-' /
PERM rr iruMeER- oFFRolEcr-
oor, //_// f////t,
CTION REQUEST
TOWN OF VAIL
479-2138
JOB NAME
READY FOR INSPECTION:
LOCATION:
?450
@ TUES WED THUR FRI
tr DISAPPROVED
AM e")
F
CORRECTIONS:
tr BEINSPECTION REOUIRED
BUILDING:
T] FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
FOUNDATI oN t steeu )n. l- '/z-_*
LL-'\'-T VjO FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER tr HEATING
O ROUGH tr EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
tr FINAL
DATE //'-/' t'' INSPECTOR
,t
INSPECTION REQU
TOWN OF VAIL
7sT
READY FOR
LOGATION:
El FNAMING
INSPECTION:
479-2138
JOB NAME
MON
CALLER
TU
BUILDING:
E FOOTINGS / STEEL _
t} FOUNDATION / STEEL
PLUMBING:
T] UNDERGNCJUNTO
tr ROUGH / D.W.V.
Et ROUGH / WATER
- FTOOF & SHEER
" PLYwooD NAILING tr GAS PIPING
tl INSULATION B POOL/ H. TUB
EErRocK 67ay Ufu\&z-L) ou -EEI
g FINAL B FINAL
ELECTRICAL:
TEMP. POWER
MECHANICAL:
r
B
EI
E
tr HEATING
IIOUGH tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
B FINAL tr FINAL
APPROVED I] DISAPPROVED tr REINSPECTION RE(
COCIFECTIONS:
/a- d- qs-
.)
SPECTION REQUEI
TOWN OF VAILIN
479-2138
READY FOR INSPECTION:
JOB NAME
MON
CALLER
TUES UR .' FRI
PERMIT NUMBE OF PFIOJECT
TH,-L
LOCATION:
BUILDING:
tr FOOTINGS./ STEEL
tr FOUNDATION / STEEL
PLUMBING3
tr UNDEFTGROUND
t] ROUGH / D.W.V.
tr FFIAMING tr ROUGH / WATER
,- ROOF & SHEER
" PLYWOOD NAILING T] GAS PIPING
tr INSULATION Et POOL/H.TUB
O SFTEETBOCK NAIL E
E
T] FINAL
tr
tr
t]
tr
T] FINAL
ELECTRICAL:
N TEMP. POWER
I,TECHANICAL:
T]'HEATING
ROUGH T] EXHAUST HOODS
GONDUIT E SUPPLY AIR
FINAL g FINAL
r] DISAPPROVED Tf REINSPECTION BEOLAPPROVED
Qq 4 INSPECTION REQUE{
TOWN OF VAIL
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDEFGROUND
E ROUGH / D,W.V-
B FRAMING tr ROUGH / WATER
- ROOF & SHEERu PLYwooD NAILING C] GAS PIPING
tr INSULATION
C] SHEETROCK
E POOL/H-TUB
NAIL
tr FINAL
u
tr
tr
o
E
tl FINAL
ELECTRICAL:
C] TEMP. PO\ryER.
tt'lECHANlCAL:
T]'HEATING
ROUGH trl EXHAUST HOODS
CONDUIT I] SUPPLY AIR
tr DISAPPRO EI EIEINSPECTION REOUI
CORRECTIONS:
)
)
e
INSPECTION REQUEST
TOWN OF VAIL
479-2138
PERMIT NUMB
DATE
READY FOR
LOCATION:
rc^T
JOB NAME
INSPECTION:MON T
CALLER
BUILDING:
B FOOTINGS / STEEL
PLUMBING:
tr UNOERGROUND
o ROUGH / O.W.V.
tr ROUGH / WATER
T] FOUNDATION / STEEL
tr FRAMING
.-, ROOF & SHEER
" PLYWOOD NAUING tr GAS PIPING
I] INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
B FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANlCAL:
tr HEATING
tr EXHAUST HOODS
tr CONDUIT O SUPPLY AIR --
tr FINAL
EI DISAPPROVED tr REINSPECTION REOUIRED
OVED
RRECTIONS:
PERMIT NUMBER OF PROJECT
-It
JOB NAME
INSPECTION:MON
IINSPECTION REQUEST
TOWN OF VAIL
479-2138
cALLER 'rtf -n I 4 ui L Lr i,'*
TUES WED I,THUR;1-. r r. "' r -L\---l
i;;;) FR,
!r,{r rl[it roRre li'/ ':.,- /r
READY FOR
LOCATION:
r.]1-. ;::; 7"-'Oft-'r R.r Lt . i'f
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
EI FOUNDATION / STEEL
B FHAMING
,-'' BOOF & SHEER
" plywooD NAtLtNG ----------------tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETBOCK NAIL tr
u
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
E HEATING
C] ROUGH _tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
FA'ROVED tr DISAPPROVED tr BEINSPECTION REQUIRED
CORRECTIONS:
PERMIT N BER OF PROJECT
DATE
READY FOR INSPECTION:
| / ^ /'l,' / / /'i \//L/., JOBNAME
INSPECTION REQUEST
TOWN OF VAIL
. 479-2138
j,.!L-t":
_______-+ AM PM
CALLER
MON TU WED,-. i\-,L./LOCATION:
BUILDING: PLUMBING:
| .-1-.l-*-tr FOOTINGS / STEEL Q4JNDERGROUND t ra-(^.\_
E] FOUNDATION/STEEL . tr ROUGH/D.W.V.
tr FRAMING D ROUGH / WATEB
n ROOF & SHEER- PLYWOOD NAIL|NG tr GAS PIP|NG
tr INSULATION
-
tr POOL / H, TUB
tr SHEETROCK NAIL tr
n n
tr FINAL tr FTNAL
-
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
B ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
-
tr rl
T] FINAL tr FINAL
tr APPROVED
CORRECTIONS:
T] DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
e
INSPECTION REQUEST
TOWN OF VAIL
479-2138
JOB NAME
''1 ... t./li/t
CALLER
FEADY FOR
LOCATION:
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
-
tr FOUNDATION i STEEL tr ROUGH / D.W,V.
tr FRAMING D ROUGH / WATER
- ROOF & SHEERu pLyWOOD NA;LING tr GAS PIPING
tr INSULATION
-
O POOL / H. TUB
r] SHEETROCK NAIL tr
-
tr D-
tr FINAL tr FINAL
ELECTRICAL: MECHANIcAL:
ATEMP. POWER o HEAT|NG
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
--tr FINAL tr FINAL
tr APPHOVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
MBE F PROJECT
DATE INSPECTOR
e
INSPECTION REQUEST
TOWN OF VAIL
479-2138PERMfT NUMSEWF PROJECT
oarc .il#//g- JoB NAME
,
READY FOR INSPECTION:
LOCATION:
CALLER
TUES
tr DISAPPBOVED tr REINSPECTION REOUIRED,(neenoveo
CORRECTIONg:
476- 575-
DATE
IINSPECTION REQUEST
TOWN OF VAIL
479-2138PERMIT NUMB
READY FOR' INSPECTION:
CALLER
LOCATION:
BUILDINE.*PLUMBING:
tr UNDERGROUNDtr FOOTINGS / STEEL
tr FOUNDATION / STEEL tr BOUGH / D,W.V.
D ROUGH / WATERtr FRAMING
rr ROOF & SHEER- PLYWOOD NAILING r] GAS PIPING
tr INSULATION _tr POOL / H. TUB
tr SHEETBOCK NAIL tr
T] FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
.ir .
MECHANlCAL:
tr HEATING
tr ROUGH
-
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR. /1 ,
-
il ('f /r/ Ath (,4tlS_ E
tr FINAL D FINAL
APPROVED 4 4 trDISAPPROVED
l,/ -:
IRRECTIONS:
tr REINSPECTION REQUIRED
DATE
i' : ) r-,/./ ' t | - ,,.1 INSPECTOR
.. -t I
,;,','i\)rN#CTION REQUEST
TOWN OF VAIL
479-2198PERMI
DATE {&f5
READY FOR
LOCATION:
INSPECTION:
'/', lf,(.
R
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
T] FOUNDATION / STEEL
t - t,/l .t.=: -7-
ts3oucH / D.w.v. /L/ y' 2-/
/ t{/D ROUGH / WATERO FRAMING
r-1 ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
D POOL / H, TUB
tr_
B FINAL C] FINAL
MECHANICAL:
tr TEtvtP. POWER tr HEATING
trfi9UGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
F
o
FINAL tr FINAL
\FFROVED
RRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
g41E ''," ...i1' / l INS'ECTORl)
*
INSPECTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:
a.e.t-/
PERMIT NUMBER OF PROJECT
-'/ l z,/.;:,-DATE d./'4 -7' ,7 j JOB NAME
479-2138
cAiuen 4ot ,:'Za-i /x,r- d'tgy',
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL ;fuoucn / D.w.v.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANlCAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr APPROVED DISAPPROVED REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
1,"?'{V
INSPECTION:
INSPECTION REQUEST
tr REINSPECTION REOUIRED
JOB NAME
MON
CALLER
TUESREADY FOR
LOCATION:
APPROVED -....tr DISAPPBOVED
COBRECTIONS:
TOWN OF VAIL
EUILDING:
B FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
D UNDERGROUND
B BOUGH / D.W.V.
D ROUGH / WATERtr FRAMING
n ROOF & SHEER- PLYWOOD NAILING T] GAS PIPING
tr INSULATION O POOL / H, TUB
T] SHEETROCK NAIL tr
tr tr
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
B HEATING
Y/dT-"'trlc
tr_
trF
oucH', .f tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D
FINAL.FINAL
DATE INSPECTOB
/.,,f ,,, Li
e
l: | | ,l
47g-213s t ')i
-- -, Jt
I
SPECTION REOUEST
TOWN OF VAIL
IN
PERMIT NIJMBER OF PROJECT
DATE
READY FOR
LOCATION:
, JOB NAME
CALLER
TNSPECTIQN:
BUILDINGI
tr FOOTINGS / STEET
PLUMBlNG:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERO FRAMING
r-r ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
SULATION ,POOL / H. TUB
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
tr FINAL tr FINAL
.D''APPR)VED ,-' /.'_^ ,'!
CORRECTIONS: /
-
tr DISAPPROVED tr REINSPECTION REQUIRED
:/
DATE INSPECTOR
t
SPEIN'.- \!
i,
PERMIT NUMBER OF PBOJECT
DATE
CTION REQUEST
TOWN OF VAIL
479-2138
NAME
CATLER
TUESREADY FOR INSPECTION:
LOCATION:
THVR , FRI:.' l
t.'Jt r.! i l. l
MON
BUILDING:
T] FOOTINGS / STEEL O UNDERGROUND
tr FOUNDATION / STEEL
tr FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING /.&cAS PtPrNc
O POOL / H. TUtr INSULATION
D SHEETR
U FINAL
NAIL
ELECTRICAL:
I] TEMP. POWEB
tr ROUGH
O CONDUIT tr SUPPLY AIR
O FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED C] REINSPECTION REQUIBED
DATE INSPECTOR
.*)
oo
'$a
t
INSPECTION REQUEST
TOWN OF VAIL
ITPERM
DATE
FUMSER O
'/
'?''1
N
!
PROJEC
,/{
T
JOB NAME
/aeeaoveo-';i r'T] DISAPPROVED T] REINSPECTION REQUIRED
479-2138
READY FOR INSPECTION: MON TUES WED
LocAloN: : l', ( ,-),f ,' ( t'. i./L Lfud(i!!)' 4C PM
BUILD?frlGr
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
E ROUGH / WATERtr FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION T] POOL / H. TUB
E] SHEETROCK NAIL tr
o
tr FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
O ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr o
tr FINAL tr FINAL
CORRECTIONS:
DATE INSPECTOR
PEFMIT NUMBER OF PhOJECT
INSPECTION REQUEST
TOWN OF VAIL
479-2138
CALLER
oor, fu'/ -f/ JoB NAME
BEADY FOR INSPEC
LOCATION: 4I4
TION: MON TUES /6/Ed4 i*t//, i rt./l+ f Y uR FRr
-@
pM
'/76'62
BUILDING:
T] FOOTINGS / STEEL
PLUMBING:
E] FOUNDATION i STEEL
tr UNDERGROUND
T] ROUGH / D.W.V.
tr ROUGH / WATERO FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL
MECHANICAL:
tr TEMP. POWER tr HEATING
flnoru* :
T] CONDUIT
tr EXHAUST HOODS
tr SUPPLY AIR
tr
FINAL tr FINAL
X!eenoveo
ConRectror.ts:
tr DISAPPROVED tr REINSPECTION REOUIRED
.' 1,.DATE INSPECTOR
ut?(t/INSPECTION REOUEST
PERMIT NUMB
oor. / /'
B OFiPR
TOWN OF VAIL
., 479-2138
READY FOR
LOCATION:
INSPECTION:MON TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
T] FOUNDATION / STEEL OUGH / D.W.V.
OUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING T] GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL
tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr SUPPLY AIR
{
tr DISAPPROVED tr REINSPECTION REOUIRED
ecrrptf$r
INSPECTOR
DATE JOB NAME
INSPECTION REOUEST
TOWN OF VAIL
479-2138
(9 '11(s----
CALLER
READY FOR INSPECTION: MON rUE ,WED THUR FRI ______{g PM/'i J,LOCATION:U"rt5L ,7
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
FRAMING tr ROUGH / WATER
tr
E
ROOF & SHEER
PLYWOOD NAILING t] GAS PIPING
INSULATION
SHEETROCK
tr POOL / H. TUB
tr
tr
tr
NAIL o
FINAL FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
g HEATING
tr ROUGH tr EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
\PFBOVED tr DI
RRECTIONS:
iAPPROVED B REINSPECTION REQUIRED
DATE /c-/ 7- f9r'rNsPEcroR d, ;e.l
fitr-l(lt l' ,t-
-
----"-' -
" /)r I I| .z>vl <,4v'l .! lPERMlM
INSPECTION REQUEST
TOWN OF VAIL
479-2138
oarc Pl t 1 fq Y JoB NAME
READY FOR
LOCATION:
INSPECTION:MON
o
WED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
r.r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
f, rNsuLAloN tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
ME
ot
clr
trt
tr.
CHANICAL:
HEATING
tr ROUGH EXHAUST HOODS
O CONDUIT SUPPLY AIR
B
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
O.l Oo
TNSPECTION REQUEST
TOWN OF VAIL
479-2138
THUR FFI (li\""
\"---l
/ gs-r
PERMIT NUMBER OF PROJECT
,ore .lar./ar/9{JoB NAME
READY FOR
LOCATION:
INSPECTlON:
0
BUILDING:
tr FOOTINGS / STEEL
PL
tr
0
tr
tr
B
u
t-l
UMBING:
UNDERGROUND
ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING ROUGH / WATER
n ROOF & SHEER
- PLYWOOD NAILING GAS PIPING
TT TNSULATION POOL / H. TUB
(sueernocK NAIL
\Y")" ,t t--lf{ UAIT
tr FINAL tr FINAL
ELECTRICAL:
N TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH T] EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
n
tr FINAL tr FINAL
APPBOVED B DlsAppRovED 7aE3.llktMfi RErNspEcroN REouTRED
GORIIECTIONS:
?toM ,
6 Zsr IN CTION REQUEST
TOWN OF VAILf'
ECT
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTlON:MON'5i
^ ROOF & SHEERu pLvwooD NAILIN(
O tttSUlefloN
-
BUILDING:PLUMBING:
trFOOTINGS/STEEL - = r'j!5ERGROUND
tr FOUNDATION 7 57--',"- - ---GH / D.W-V.
GH / WATER
ot-uL
PIPING
./ H. TUB
ICAL:
IG
tr REINSPECTION REOUIRE
s FRAMTNG
-
i)O ffi,- /"/l-15"'*f a/i'u!/^/
tr SHEETROCK NAIL
tr FINAL
ELEGTRICAL:
tr TEME POWER
-tr ROUGH
tr @NDUIT
EI:
FINAI.
AFPROVED tr DISAPPROVED
CORRECTIONS:
l.o.)
INSPECTION REQUES
TOWN OF VAIL
479-2138
BPERMfT N
DATE NAME
CALLER
READY FOR INSPECTION:
LOCATION:
BUILE,ING:
i] FOOTINGS / STEEL
tr FOUNDATION / STEEL
THUR
PLUMBING:
tr UNDEBGROUND
C] ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL/H.TUB
SI-TEETROCK NAIL o
otr
tr FINAL tr FINAL
ELEGTRICAL:
E TEUP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
RO{,JGH E EXHAUST HOODS
ccrl\rDUrT tr SUPPLY AIR
tr FII{AL B FINAL
O DISAPPROVED O REINSPECTION REOUIIAPEIROVED
CORRECTIONS:
rJ - ct-q3
I
JOB NAME
OrTl
./^,/,/- q<-4
. L? /'e /
PERMIT NUMBER OF PROJECT
DATE 4
READY FOR INSPECTION:
LOCATION:
INSPECTION REQUES-
TOWN OF VAIL
479-2738
BUILDING:
CT FOOT]NGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
E ROUGH / D.W.V.
O FRAMING tr ROUGH / WATER
- ROOF & SHEERu PLYwooD NATLING B GAS PIPING
O INSULATION
tr SHEETROCK
-7-cZt->
NAIL
tr POOL JT H. TUB
E]
FINAL
MECHANICAL:
tr FTNAL
ELECTRICAL:
B TEMP. POWER t]'HEATING
tr ROUGH fI EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
REOUIRIAPPROVED
COFUTECTIONS:
DISAPPROVED RETNSPECTION
-.)
INSPECTION REQUE
TOWN OF VAIL
479-2138
DATE
READY FOR INSPECTION:
LOCATTON:
JOB NAME
CALLER
TUES
Fennar NUMBER oF PRoJEcr
MON
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
T1 UNOERGROUND
T] FOUGH / D.W.V.
tr FRAMING tr FOUGH/WATER
^ ROOF & SHEERu Pt.YwooD NAILING ct GAS PIPING
o tt*sularloru O POOL / H. TUB
tr SHEETROCK NAIL EI
B
E
tr
FTNAL
ELESTRICAL:
tr TEMP. POWER
FINAL
tvlECHANICAL:
T]'HEATING
O RC'UGH CI EXHAUST HOODS
tr CONDUIT E SUPPLY AIR
tr FINAL T] FINAL
tr APF-FOVED
CORFtrECTIONS:
DISAPPROVED BEINSPECTION REOI
b lsq o IAISPECTION REQUE{rt TowN OF vArL
PERMIT NUMBEH OF PROJECT
OATE JOB NAME
READY FOH
LOCATION:
INSPECTION:
CALLER
MON TUES
7t" - S /5
.?_ -as-.g.\'/ED THUR .
6,,/{ZT
479-2138
autLotHc:
tr FOOTINGS / STEEL
EI FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
O FRAMING tr ROUGH / WATER
n ROOF & SHEER- PLYWOOD NAILING O GAS PIPING
tr INSULATION
T] SHEETROCK
tr POOL/H.TUB
{o FINAL
B
n
tr FINAL
ELECTRICAL:
tr TEMP. POWEH
h,IECHANICAL:
tr.HEATING
O ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr FINAL
I] DISAPPROVED T] REINSPECTION REOUII
NAIL
E.APTROVED
CORRECTIONS:
lr15/ ).)
INSPECTION REQUES'
TOWN OF VAIL
PERMIT NUM ER OF PROJECT
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:
479-2138
CALLER
BUILDING:
O FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
B FRAMING tr ROUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
O TNSULATION
g SHEETROCK
E] POOL / H. TUB
NAIL o
tr
tl
o
ELECTRlCAL:
CI TEMP. POWER
FINAL
lt/lECHANICAL:
tr.HEATING
B ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
E] FINAL
tr DISAPPROVED r: BElNsPEcrtoH ReoufRtAPPFOVED
CORFIECTIONS:rcL
PERMIT NUM
CALLER
ES WEDREADY FOR INSPECTION:
LOCATION:
BUILDING:
tr FOOTINGS/ STEEL
tr FIOUNDATION / STEEL
PLUMBING:
trI UNOERGROUND
E BOUGH / D.W.V.
tr FFIAMING E ROUGH /WATER
- ROOF & SHEEFu plYwooD NAILING Et GAS PIPING
tr INSULATION EI POOL / H- TUB
tr SFIEETROCK NAIL trl
otr
tr FTNAL B FINAL
ELECTRICAL:
I] TEMP. POWER
I,IECHANICAL:
T] HEATING
O FTOUGH E EXHAUST HOODS
tr CONDUIT T] SUPPLY AIR
E FINAL
tr AFTPROVED
COFIFIEGTIONS:
,{ orsaeenovED { netHseecrloN REot
a)
INSPECTION REQUE:
TOWN OF VAIL/ ?€r'
PERMIT NUMBER OF PROJECT
oot= -2,//{?/
READY FOF|
LOCATION:
INSPECTION:
JOB NAME
MON TUES*:y'zzz
CALLER
479-2138
THUR
BUILDING:
tr FOOTINGS / STEEL
T] FOUNDATION / STEEL
PLUMBING:
r] UNDERGROUND
tr ROUGH / D.W.V-
O FRAMING trI FOUGH / WATER
- ROOF & SHEER
" PLYwooD NAILING
.T] GAS PIPING
INSULATION tr POOL/H.TUB
I,IECHANICAL:ELECTRICAL:
tr TEMP. POIVER tr.HEATING
B ROUGH tr EXHAUST HOODS
HEETROCK
u FINAL
tr CONDUIT BJUPPLY AIR
APPROVED
CORFIECTIONS:
tr DISAPPROVED tr BEINSPECTION BEOUp
oo
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P O m( 340, lt[lr,lll, o 816{5
(303) 827-5736
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16:15 P.01
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{ of pEges incltrdi-ng this one z
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Please cal,! if you have any q:est'i'ons or do not receivc all pages
ftslk lrcu'
JSP IT€.Fax
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:970-827-5254 P.0216:16'q6IMar 15
FAX Datc: Ol/13/!t6
NnnDs ofurfs including mrcr rlnL I
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! urgc.nt Et Foluunvhrr O R.EIyASAP El Phrccmmmn
In X;rrdr to thc bollet plrcrun , pur lnnrlhdon of rn tt" plnbnn with 3/l" plywood , J' oorcrcts srd llga rtct
udcr ttc boilu ir al rceptabh applbrtlon lor thc Te.lcdyr Llan lV rcricr boilu.
Ilyqr hawary qucetiont a3arding thie frr glarc cdt.
ffbrl Yf . \t$a*
AppllcdiorF Enghl.r
$a^ |,a',7,s<./ ''o
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To: Jcrry8lllbf
Ptpns:
Frxphonc: 970.E27'5lt{
cG: __
pbc>t- ,o#,1,o, -t,. J
TOWN OF VAIL
r Daie 1'as6Category Number
Project Name:
Building Name:
Project Description:
Owner, Address and'Phone:/-1.1t0 faAlilat
</s7
ArchitecVOontact, Address and Phone:
LegalDescriptiontrct 3 erlcx >/2'2zon oi*ia
Proiect Street Address:
Board / Staff Action
Vote:
Approval
e'
DRB Fee ,*-rno
^/
/fon", 3' f '? 6
oo
CONSTRUCTION AND INIERIORS
t[r. George Ruther
Tonn of VailBullding Department
REF: Chinney cap 3155 Bosth FalI CourtPernit 6954
The chinney caps are preaently being nanufactured in Denver,
,and will be inetalled by Friday June 21th,1996.
\N\-\'Stlt\$-
\
910 FATRWAY InrVE
VAlt, COTORADO 8lttst
(970) 476-5157 rs
l97|Jl 17 6-26OO ror
ra
June 14,1996
:T/,€43€,- Fet*'I
!Lett,e> \lE
f"t^,,€ i4 **,J.
-ttu. vu* Ivs
tfuJ
&a.
oo
and among
OF VAIL (hereinafter called the'Town")'
t O"o.'. DEPostr F.RMAT '
t-egd oeJffi 0,,,1- 9t-l- t':$h^ ;Lggaf Lrn-urrPuv'.':, --' 4J -'---- --. Ja,
suh'Jiision Y^; l Yt K4< . nilg !2'-
Account Number: 01{000'22026
DEVELOPER IMPBOVEMENT AGREEMENT
e and entered into this Y a^y ot . /WfcL=.t%,P1,
0;;;;"i6 carreo tne "Developer"), and the TOWN
WHEREAS,,Ihe Developer, as a condition of approval ot n" Et$ kE(
pr.n., iiri""?7if -"'-' l'igg *irhts to enteririto a Developer lmprovemont
Agreement;and
WHEREAS, the Developer is'obligated to provicte security or collateral suflicient in the
judgment of the Town to mafe'teasonabie provisions for completion of certaln improvements
set forth below; and
WHEREAS,theDeveloperwishestoprovideco||atera|toguaranteeperformanceol...
ttris Agreement, incrudin!-coli;i;.tlo; or me'aoove-referenced improvements by means of the
following:
Deve|operagreestoestab|ibhacashdepositwiththeTownofVailinado||aramount
ot $_L-f4-1riS;/" oitire total cost iitne work shown below) to provide security
for the following:
i
IMPROVEMENT.
sl573
M{,v+; ,{ 6f i*o, ory 6 '' 4 o ['^'-f
Narr' {'6?g'
[Jtt( e*Fw;
btrS|tqb
Now,THEREFoRE,inconsidErationofthe|o||owingmutualcovenantsand
agreements, ihe Oevetoper and the Town agree as lollows:
l.TheDeveloperagrees,atitssolecostandexpenses'toj,'Ii:|.llequipment
and material necessary ioi"ttoit and complete allimprwemettq' tl.9lTI3.'^"
:.' fi;'ffiLil.nii.otpr"t", in a sood "9jkT3n]f:,manner'
all
ffi;fi ;fi 'd';c!
wiq ql ql5 llt :t?'131t',""':"051#f}iffi? lF;'EffiililyGeiopmenr oepartment, llr.Ioyn. 9t Y.1il, and to do all work
inrlOrnt"i tr.ieto accoiding to ind in compliance wlth the following:
Suchotherdesigns,drawings,maps,specifications,sketches,andothermatter
submitted by the Developlir"t i u"
"pbrived
by. any of the above-referenced
;;il;;rrat enti1es. AisaiO wori'shatt be don6 under the inspection of, and
to the satisfaction of, theT;;; Engineer, the Town Building Olficial'. or other
official from the Town ot Vait, as aifected by special districts or service districts'
as their respective inttr".ti"y
"ppear,
and shall not be deemed complete until
ildt"*d il accepted as corirpt'eieo uy theJown of VailGommunity
Oevetopment Department and Public Works Department'
2. To secure and guarantee performance of its obligations as set forth herein' the
Developer agrees to provide s-ecurity and collateral as follows:
Ll1lr-
Page 1 of 3
...,oo ra
A cash deposit account in the amoun t ot.s--/r@&-^to-be held by the Town' as'
escrow agent, shall provide tne.sec_urity.tJffiSimpioGments set forth above if there is
a default
-under the Agreement by Devebper'
3.TheDeve|opermayatanytimesubstituterhecollateraloriginallyset|orth
above for another rom oiloir"i.i"iacceptaote ro teiown to guaranlee the faithful
comple.on of .those irpio""r.ni. reterr;O to n.t.in
"nO
the p6dormanco of the terms of thls
Agreement. su.n "..rpi"n'."-uv-tni'ii*.
or dffi"Til iorriterar shall be at the Town's sole
discretion.
4. The Town shall not, nor shallany officer or employee thereof, be liable or
responsible lor anv accioent]ioss'oi o"*"g" h'"#;ffii;d:ltlln j:.*e work speciried in
this Agreement prior t th;;;fttiion-"nJ".*''piancelt the same' nor shallthe Town' nor
any ofricer or emplovee iit.it=ti, o" liable for 3^i;;;t; 6t pt'op:ry ilured bv reason of the
nature of said work, out Jitr tlU fanitities ,nail lna ar" trereOy assumed by the Developer'
The Developer hereby agr663 to Indemnlfy and.hold l,11lT-" the Town' and any of its
officers, agents
"no "riroG;gai;ri any tossds, claims, damages,.or llabilitles to whlch the
Town or any of its officers,-agents or employees'iiai o".dtJ su[ea to, insofar as any such
tosses, claims, oamag;'or li"Jitities (or i.tionr in'flspect thereofi that arlse oul of or are
based upon any perro*i"n." UV'in" bevetoper tre;;;6; and thb De.veloper shall reimburse
the Town for any ancl all tegal or other.expenses ieasonanry incurred by the Town in
connection With investigating or defendLlg qy .u.n ro'., ctaim, oamage, |iability or action.
This indemniry provisio;;il;lrle in aOOiti-on tb ;t otherliability which the Developer may
have.
5. lt is mutually agreed that the Developer may apply'to the Town and the Town
shal authorize tor paniJii:teise ot the collaterJ Olpositei wiinine. fown lor each category
ol improvement at sucn time as such improveminiJ'tit totttttutted in compliance with all
plans and specifications ai reterenced trereunoei and "..ept"d
by the.Town' Under no
condirion wittthe "tounior'ti".oii.t.t"itn"t
i;Hd ntrO'Oe reciuced below he amount
n""e.""ry to complete such improvements'
6.|ftheTowndeterminesthatanyo|theimprovements,contemp|atedhereinare
not constructed in compliance with tne plans..al tp"Jii'l"tiont set.forth herein by the date set
forth in paragraph Z, m6'io*n'*uV, Oui .n"tt
"ot
U-rit"quit"d-to,.withdraw from the cash
deposit such funds ", *"V U. necelrary to.combLte th'e unfinished improvements' The
Town shall release such funds upon the written'[luest of the staff of the Community
Development Oepartm-eni si"tind m"t tne improvJilenft nave notteen completed as required
by the agreement. Th;';;;; ti"if not t.quir.-tni'.onc'nenc" of the'developer prior to the
release of the funds, noitn"ff the Town n6 requireO lo Yglfy.lgryndently
that the
improvements have noi nrrn .orpleted as r"qrir"o by this'Agreement, but shall release sucn
funds solely ,pon tn.-t iu.tt ot tnt Communi$ Development Department'
lfthecostsofcomp|etingtheworkexceedtheamountofthedeposit'thee1c911'-.|
together with interest ai t*erve iercent p", "nnrt,
shall be a lien against the property and
may be coltected uv "irii.riiir"m"y
ue certit[J to the treasurer of Eaole county to be
collected in the same manner as delinquent "i-tlfoi"t t"i". t"ui"O aiainst such property' lf
the perm* holder fails of;;i;t;a to corirptet".iir;;ffiti;d landscaiing' as delined in this
chapter, such faiture'oiiir,il"i.n"rr O" ionsid"ied a viotation of the Zoning Gode'
T.TheDeveloperwanantsallworkandmaterialforaperiodoloneyearalter
acceptance or arr wo* iei;ned to in this ngreer"nt by the Town pursuant to section
17.1'.zsoif such work is rocared on Town riv;iil6;.av or within Town of Vail right'of'way'
8. The parties hereto mutually agree lhat iltjs Agftl:ll *av be amended from
time to time, providJ'inat ru.-n
"renOm'end
Oe in writing and executed by all partles hereto'
Dated the day and year lirst above writlen
Page 2 of 3
<.:' ,ro
STATE OF COLORADO )
) ss.
COUNTYOFEAGLE )
STATE OF COLORADO
COUNW OF EAGLE
updalsd 928/94
Witness mY hand and offlcFl seal'
My commlsslon exPires:
)
) ss.
)
*,:x*
My commission"rW"frfiS1
Witness mY hand and otlicial seal'
1(
Page 3 of 3
I
tl
DEVELOPER IMPROVEMENT AGREEMENT
WHEREAS, the Developer, qs a condltlon of approval ot tne -B-[
pfans, dated q- | Q , 1gIt, wlshes to enter Into a Developer I
Agreement; and
WHEREAS, the Devetoper is obligated to provide security or collateral sufficient in the
judgment of the Town to make reasonable provisions for completion of certain improvements
set lorth below; and
WHEREAS, the Developer wishes to provide collateral to guarantee pertormance of
this Agreement, including construction of the above-referenced improvements by means ol the
following:
' Developer agreeg to establish a letter of credit with a Bank in Eagle County in a dollar
amount of gJ' {e--(125/o ot the total cost of the work shown below) to provlde
securlty for the following:
':
IMPROVEMENT
&*-p(4>^ 6/ lo.'./rropn /(on
( fr*'ol, ,ry/e1'rr/"/) -/'-:r,td'Y
]..,' '' :
, ,,, 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 expenses, to lumish all equipment
an{material ntr-cessary to perform and complete all improvemdnts, on or before
da "< lS: / ?f O - . The Developer snhl complete, in a good workmanlike manner, all_r-:r_--s_=Fr--__L-F_
lmprovements as listed above, in accordance with all plans and speclflcations filed in the
office of the Community Development Department, the Town of Vail, and to do all work
incidental thereto according to and in compliance with the following:
a. Such olher designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced' govemrn€ntal entities. All said work shall be done under the inspection of, and
to the satisfaction of, lhe Town Engineer, the Town Building Officlal, or other '
oflicial from the Town of Vail, as affected by special distrints nr senriee distriets,
as their respective interost may appear, and shall not be deemed complete until
approved and accepted as completed by the Town of Vail Community
Development Department and Public Works Department.
2. To secure and guarantee performance of its obligations as set forth herein, the
Developer agrees to provide security and collateral as follows:
Pago l otg
lrrevocable Letter"of credit#-222-in the amount ot El,&--l,/e\fikr f' f - (name of bank in Eagte County) as the security for the
improvements set forth above lf there ls a default under the Agreement by Developer.
3. The Developer may at any time substitute the collateral originally set forth
above for another form ol collateral acceptable to the Town lo guaranlee the faithful
completion of those improvements referred to herein and the performance of the terms of thls
Agreement. Such acceptance by the Town of altematlve collateral shall be at ihe 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 occuning 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, beiliable for any persons or property injured by reason of the
nature ot said work, but all of said llabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any ot its
officers, agenls and employees against any losses, claims, damages, or liabilities to whlch the
Town or any of its officers, agents oi employees may become subject to, lnsofar as any such
losses, claims, damages or liabilities, (or actlons In respect thereof) that arlse 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 othbr expenses reasonably incurred by the Town in
connection with investigating or defehding any such loss, claim, damage, liability or action.
Thls Indemnlty provlsion shall be in eddition to any other liablllty which the Developer may
have.
5. lt is mutually agreed tnat tne Developer may apply to lhe Town and the Town
shall authorize lor partial release of ihe collateral deposited with the Town for each category
of improvement at such time as such improvemenls are constructed in compliance with all
plans and specifications as referencbd hereunder and accepted by the Town. Under no
condition will the amount ol the collateral that is being held be reduced below the amount
necessary to complete such improvi:ments.
6. lf the Town determines, at its sole discretion, that any of the improvements
contemplated hereunder are not constructed in compliance with the plans and specifications
set forth in this Agreement on or belore the date set forth in Paragraph 2, the Town may, but
shall not be required to, redeem the letter of credit as necessary to complete the unfinished
improvements. The Bank shall release such funds upon written request from the Town stating
that the improvements have not been completed as required by this agreement. The Bank
shall not require the concurrence ol the developer prior to release of the tunds to the Town
nor shall the Bank be required to verify independently that such improvements have not been
completed as required by thls agreement, but shall release such funds solely upon the Town'g
written request.
ll the costs of completing the work exceed lhe amount of the deposit, the excess,
together with interest at twelve percent 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 dellnquent ad valorem taxes levied against such property. lf
the permit holder fails or refuses to complete the cleanup and landscaplng, as defined ln this
chapter, such ,ailure or refusal shall be consldered a vlolaflon of the Zonlng code.
7. The Developer warants all work and material for a period of one year alter
acceptance of all work referred to in this Agreemenl by the Town if such work ls located on
Town of Vall property or wlthln Town of vatt r6nt-ot-wiy pursuant to secilon 17,18.2s0.
8. The parties hereto mutuallv agree that this Agroement may be amencled from
time to time, providod that such amendments be In writing and executed by all parties hereto.
Dated the day and year first above written.
with
Page 2 of 3
Qwrrtstar Bank
t
10E South Frontage Road West, Vail, CO 81657
IRREVOCABLE LETTER OF CREDIT
222
s 1,500.00
NUMBER:
AMOLINT:
E)GIRATIONDATE: June 30. 1996
ACCOLTNT PARTY:
BENEFICIARY:
John Mueller Construction Company
Town of Vail
WestStar Bank hereby issues this Irrevocable Letter of Credit in your favor for the amount of
One Thousand Five Hundred ard No/100 Dollars ($1,500.00) which is available by drafts at
sight for payment accompanied by the following document:
Written certification signed by an authorized official of the Town of Vail that the
account party has failed to complete and pay for landscaping at 3 155 Booth Falls Court,
Vail, Colorado.
Once the required landscaping has been completed and paid for, an authorized offcial of the
Town ofVail shall inspect the landscaping and, upon approval and acceptance, shall authorize
the release of this Letter of Credit.
This Letter of Credit shall not be transferable and it shall be governed by the laws of the State of
Colorado. WestStar Bank hereby agrees to honor each draft for paFnent made in compliance
with the terms of this Letter of Credit if dul-y presenteC, togcthcr.r'ith any documents specified
herein, on or before the expiration date ofthis Letter ofCredit.
Sincerely,
VAIL.AVON ' DENVER . SUMMIT COUNry
o J
+
TOWNOFVAIL
cllEcxs tr{alrE lAyAtLETo TowN oFVr-U.
DEPAXIME}IT OF COMrlI,'IitrTY DE\EIJ?MEI\T
0l 0000 41540 ZONINGANDADDRESSTMF $5.000l 000042415 UMFORM BUI $54.000t 000042415 UNIFORM PLTJMBIIIGEODE s39.000l 0000 42415 UNIFORMM $37.00
OI fircO42415 UNIFORMFIRECODE $36.00r'l 00O0 4241I NATIONAL ELECTNEAL CODE $37.000t 0000424|5 :R CODE BOOKS
0l 00004154F tsLt.,E PRINTS (MYLARS)$7.000t ffi00 424t2 XEROXCOPIES $0.250t 000042412 STUDILS
0I oo00 42412 TOVFEESCOMPUTEW s5.000l 0000 42tT-PENALTY FEES
0l oo004133t PLANREVIEWRE.W
0r 0000 42332 OFFHOURSTNffi
01 0000414t2 CoNTRACTORSLIcffi
0t 0000414t3 SIGN APPLICATION FL:E s20.000l 00004I41r ADDITIONALSIGNACEFEE TSI.OOPERTOFTT-0t 0000 4t4to wcARTpRoJEcry
0l 000041331 PRE PAID DES
0l 00004237r INVESTIGATIONFW
31 0(}00 45t l0 TOV PAR}iING FUND-0l 0000 22027-TOV NL,WSPAPER DISPENSER FUTID-* 0t 0000 2lllt TAXABLEGZ;5ffi
' 0l 0000 4t010 |-OImTnr-T-l
0r 00004133c $z(ru.000l fr}00 4t330 CONDITIONAL USD PERMIT s200.o00l oo004t330 T,X TERIOR ALTERATION ILESS THAN IOO SO.FT]$200.000r fi)00 41330 EXTER]O s500.000l 0000 4I3i0 SPECIAL s1.500.000l m004Rfo-i SPECIAL s 1.000.000l 0(}00 41330 SPEC]AL s200.000l 0000 41330 SUBDIVffi
0l mm4l33T VARIAN_$250.000l 0000 413301 ZONINGCODIffi s250.00or oo004t330 |RE - ZONING $200.00
OTHER
OTHER
crsa L---J..*,,i 241t,'r*w
Ttluht {tF uFtlt_
. Hiscel laneous Cash
ffS-11-F6 1l: 35: ?f,
Eacei.F,r. * tpslisHcrc,unt# f,H#l?i?
f'luELt_ER t:01.{5TEUCT I 0t"t.,trgr;.
FniBun L t *nde red .r
Ir.ern paid
fflffFErEi23S1€,FBg
l:h*nge rB t.u rrred :l
THFIhIH
II,IP ff6REEI'IEI.1T
r 58ff. gE
Bro:nt paid
1=EF. gE
ff, rJA
1/ElJ
'r"iu r cashier DEI{I SE
ID@PT- Iown of Vail
N oa l?s6g
RECEIVED FROM
ADDRESS
Permit Numbors
fI}X PAID-C.$-Check /35?
OT ro
TOWNOFVAIL u.-urno- (7 zo3
DEPARIMENTOFOO}IMU^--ITYDEIELOPMENT
ADDRE.SS ,
'*oo,- 'A'!'lxtc-CIIECKS MAI}E PAYAELE TO TOWN OF VAIL
,^rr l& U,
," ACCOOtafNo. -.r"::" -,. - -. ... .. rrTl,t::-.: - ,! -.+ .*r..: "::" l{;-r."*,-: i.tff-i"{": OOdf iil;-... -l Tgirlr,-
OI OOOO 41540 I ZONING AND ADDRESS MAPS $5.00
OI OOOO 42415 I UMFORM BUILDING CODE $54.00
OI OOOO 42415 I IINIFORM PLUMBINC CODE $39.00
OI OOOO 42415 I I.INIFORMMECH MCALCODE $37.00
OI q)OO 42415 I UNIFORMFIRECODE $36.00
OI OOOO 42415 I NATIONALELECTRICAL CODE $37.00
0r oo00 42415 | OTI{ER coDE BOOKS
01 m00 41548 I BLUEPRTNTS (MYLARS)$7.00
0l oo00 42412 | xERoxcoPIEs $0.25
0l oo00 42412 | STUDIES
01 OOOO 42412 I TOVFEES COMPUTERPROGMM s5.00
OI OOOO4237I I PENALTY FEES /RE.INSPECTIONS
0l oo00 4 I 332 | PLAN REVTEW RE-CIIECK FEE [$40 pER HR]
OI OOOO 42332 I OFF I]OURS INSPECTION FEES
OI OOOO 41412 I CONTRACTORS LICENSES FEES
OI OOOO 41413 I SIGN APPLICATION FEE $20.00
OI OOOO 41413 I ADDITIONAL SIGNAGE FEE FI.OO PER SQ.FT.'I
OI OOOO 42440 I VTCARTPROJECTDONATION
OI OOOO 4I33I I PRE PAID DESIGN RLVIEW BOARD FEE
0l oo00 4237t I INVESTIGATION FEE (BUILDING)
31 OOOO 45I IO I TOV PARKING FIJND
OI 0oOO 22027 ITOV NEWSPAPER DISPENSER FUND* 0r 0000 2il 12 | TAXABLE @ 4% (STATE)
* 0l 0000 41010 | TAXABLE @ 4%
0t 0000 42371 IBUILDING INVESTTGATTON
UJ'Ht.K
OI OOOO 41330 IADDITIONALCRFA '250"$200.00
OI OOOO 41330 ICONDITIONAL USE PERMIT s200.00
OI OOOO 41330 IEXTERIOR ALTBRATION TLESS TIIAN IOO SQ.FT.I $200.00
OI OOOO 4I330 IEXTERIOR ALTERATION TMORE TITAN IOO SQ.FT.I $500.00
OI OOOO 4I330 ISPECIAL DEVELOPMENT DISTRICT tNEwl lil.)uu.00
OI OOOO 41330 ISPECIAL DEVELOPMENT DISTRICT IMA,IOR AMEND $1.000.00
O I OOOO 41 3_3! I SPECIAL DEVELOPMENT DISTRICT TMINOR AMEND $200.00
01 oQ@ 4r330 JSUBDTVTSION ttlJi( tA 11,,t"D" ^:-lfih -l(D
OI OOOU4I]3O IVARIANCE $250.00
OI OOOO 41330 IZONING CODE AMENDMENTS $z50.oo
0l oo00 41330 tRE - zoNING $200.00
OTHL,R
OTHER
ITOTAL:
{t
REC.GasE t--------l cKr !r.0 Ll
of to
T{fldhl aF tJFl I1-
l'liscel laneous Cesh
tI-14-?5 141tl: f,?
Eer*ipt * lg6!35
ffccr-,unt$ fH*1F*4:
BFIFT{trE55-CFttt'lU5\5UEfi I I'J I 5 I 0t'l PLfr T REU I Elrl
FtrrBUn t. l.*n,J* r*,J .i 1[jle ' tStl
I?em Peid
B ],IJBflB413:86fffl
rlhan,ge return*d l;'
0nsrnr Paid
1F'J, BF
rr " r:J r:l
THFHI< 1IGTJ
'i,:ur ca=hi*r 5Qt'lJH
RECEIPT_
i*{n"&
The Town ofVail
t?s08
RECETVED FROM
I
I
o
TO:MIKE McGEE TODD
Return lo
I NTE R:DEPARTIvIENTAL R EVIEW
OPPEI\JHEIMEF.
MIIDT STCUDER
Town Planner
.DATE SUBMITTED:
GoMMENTS NEEDED BY: #eH - /rt*trL
BHIEF DESCRIPTION OF THE PROPOSAL:
cec,roi.al r?- 'rO 1i
-i-r \@(b i,cs, f{Id'l
Landscaping:
Reviewed by:
Commcn[s:
Firo Dcpt.:
Rcviowed by:
Commcnts:
Datc: Qgerrpc{ !1 tcct
Date:
Dalc:
I
.,/
Public Works, and Landsc
"oins
on D// {
PUBLIC HEARING
b,^ya* A4* fu,lbL/
Enginooring:
Reviewed by:
Commenls:
lbrr\L Maft\a\<it
Distributed to thc Fire Dcpartmenl,
$IUUI' aFHtztenptercendnl t .tr l(,<^J[v,,,
^RcHrrEctuRE
pr,ANNrNc rNTERrons 14' t )l\' .n t I
, L [t'
^ .{rfrot t/'A'"r''
r Abu .*' A " ,^,t{d'''
ro,ff.a.,*1ot a. {rov.Da)ilt#$''$ , '
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oeign Review Action FCt
TOWN OF VAIL
Date /')/'?f
Project Name:
Building Name:
Prolect Description:
Owner, Address and Phone:
ArchitecUContact, Address and Phone:
Board / Statt Action
Motion by:
Seconded by:
n Approval
3 Disapproval
,{Gtaff ARProvat
Conditions:
G-49---<
Town Planner
,n", / , 3 (, ?f DRB Fee Pre-paid ,,r/r
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POST OFFICE BOX 57 I OOO LIONSRIDGE LOOP VAIL COI.OR,ADO E 1658
T0\, - c0t'lt'Jl, DEV, DEFT'
303 476 5542 FAX 303 476 4901
ro: ?ArtP-1 gtou& T.oN.
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:UV " \.r'Jri rii, ULY' ull trLETTER OI'TRANSMITTAI
ro: FANDJ 3furoElc-
{4.\r.
Attn:
Attached Please Find:
_ Progress Prints
Plans
- Other
Date: 6,8'74
Specifications
Shop Drawings
ftem No. No. of Copies Description
I t *tt')g
The items listed above are:
-,( ror Review and Conunent
_ As Requested
Other
For Your Use
Returned After Review
Remarks:
By:
Copies
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Page 1
TRANSOOO.
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DOC
PosT ofFtcE Box 57 IOOO LIONSRIOGE LOOP VAIL COLORADO AI656|lErrltt tE.6^ tttlD Ptc: F{t
t? 1.
303 476 6342 FAX J03 476 490 |
oltgn Review Action Ftr
TOWN OF VAIL
ategory wumOer4
Project Name:
Building Name:
Project Description:
Owner, Address and Phone:
Legal Descripti ont Lot 3 Bbck 2 Subdivision Zone District K
ProjectstreetAaar"""t .?/{f Ml,' {alh dn'lf t
Comments:
Motion by:
Seconded by:
ft/Accrovat
Board / Staff Action
fl Disapproval
fl Staff
Conditions:
& ry^/@, Yl fl /t'i{e. /t'/'
QDkT ar^ 7'tf-Vt:
P4// /tni-r( /t'l*/4dv*ag:fi//,{
DRBFee p,.-paa dfu 4f48-7
lr'rffi||Era:cf,rrgF r4rai.a.c,rF,arirr-i,t . .r.*"'r, a .. -.tt.#+,a-.,.!
Category Number7lL=
fr,gn Review Action frr
TOWN OF VAIL
Date F- s -j{ )rcs
Project Name:
Building Name:
Project Description:
Owner, Address and Phone:
Legal Description: Lot 3 Block
Project Street Address:
Comments:
2 -)Zone District
^
Board / Staff Action
Motion by:
Seconded by;
{Approval
! Disapproval
'hl b-* "/*"r)
D Stafi
p(frn A
r'Tf. rull,+tttyhrra : @ ,!n,4 W
*N funt- yl,ftfi r,*,
f, **s,i0
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dh?,fTn
Dar"t 3-1-?{
l*tztenPlerceBrlne{
ARCHITECTURE PLAI{NIN6 INTERIORS
LETTER TRANSUIfTAI,
Attns
Attached Please Find;
Progress Prints
PIans
Other
OF
ros pSIDY 91u\rrt€YL Dates d#o
Re. f,tt 6.rdrL vvtvtl4l,
DEV DEpf
Specifications
Shop Drawinge
ItquNo. No. of Copies Description
I t gtNw xr nrJ
t | ?ftuw Lfr,wn€P{ra,r.)
The itemg listed above are:
9 ,o" Review and comment/ _ As Requested
Other
For Your Uae
Returned After Review
Remarkg:
sy 4,t&E C((s&,
Copies to:
Page 1
rRAN8000 . DOC
1000 LToNSR|DGE L0@ vAtL c0t0RAD0 6t656t6rzq *,lal ttttg3Pac arE
POST OfFICE BOX 57 303 476 6342 FAX 303 476 4901
lrttztenPlerceBrlnerf
A RC H ITE C TURE Pt ANN I N6 IN TERIORS
IJETTER TRA}IS}IITTAI.
Tos
Attn:
'Rtsu [\]B t 1994
OF
Attached Please Find!
_ Progress Prints __\< PIanE
Other
Item No. No. of Coples Description
Dare! H t 7
Job No. 4+Z
sez V,uEr Le t---^r +
Specifications
Shop Drawings
? Ft rv nnr,.t+ by'F<'aeaG, J&+1rAa-
J,- re-aaan zn, - r,to.z(-F?"ab,e\
K.eor Your use
Returned After Review
Remarksl. U* *Ae bfs-fr4a THe. AUU,otr-ta
TVIEE
Byr TO /ALJ LXree_.-
Copies to:
Page I
IRANSOOO. DOC
Posr oFFrcE Box 57 1000 Ll0NsRlD6E l00PJ1lfl*$lP3l6sE 30J 476 6342 FAx 303 4?6 4sol
The items listed
_ For Review and
_ As Reguested
Other
above are:
Conment
1\ zoNE cHEcKrrtt FoRsFR, R, R P/S ZONE DTSTRTCTS
T
ARCHITECT
ZONE DISTRICT
PROPOSED USE
**Lor srzE i,14
Height
TOTAI GRFA
ffi'p1v cnra
Secondary GRFA
U^Jtf g,
Setbacks
Allowed
(30) (33)
PHONE
Existino l,\rLctr
9?-8q
1444 +
= 2424
20,
15'
3t /6'
Reqr
(300) (600)900) (1200) 12cc,0
ope 88 Actual Sl
by Town Engineer
Ivo__ X___ ???
8113 %12
t0+61 , p4pq.
,Ib
,
do
chrnen
s:
Pfevlous condiLj.ons of approval (check property fite)
Does thie request_ involve a 250 Addition? N0. \How much of the allowed zso eoaiiiri'il""".fu-this requesr?
**Not,e: Under Sections 1g- 12.090 (B) and .1g .13. Og0 (B) of the Municipalcode, J.ors zoned Two Famity anc-prLmaivli""i"aJii'wnicn are tess rhan151000 sq. ft. in area may not, construit a seJonir dwerring unit. Thecommunity Deveropment Depirt*"ni-ray grant an exception to thisrestriction provideo. tne-ip;Ii;;rt-meet,s the crireria set fort,h undersections L8 -i2- oeo (B) ""o i'sli5liigo tai -or-!r,"-lriiieipar
code incrudinspermanentry restricling the unit, a_s, a'rong*gtr*-i6nt"r unit for furL-time employees of the uppei Eili" Va1ley.
b"Lq4
LEGAT, DESCRrprroN: tot 3 BLock 2 tnrng llt
ADDRESS,
PHONE 116-5tS
2315 2315
Z4za Z4zo
E ront
Sides
Rear
Water Course Setback
Site Coverage
Landscaping
Retainlng Wal1 Heights
Parking
Garage Credit
Drive:
View Corridor Encro t:
EnvLronrnentaL,/Haz
q,
) (s0)
Fermitted S
Date approv
Yes__.
1) Flood Plain
2') Percent Slope.
3) Geologic Hazara) Snow AvaIb) Rockfall-c) Debris Flow4) Wetlands
10
,\L A \)\ j,',Ntl< s POUe Y - l0-1,/-!2
POLICY OF TITLE INSURANCE ISSUED BY
STE.\^/AFTT TITLE
GUARANTY COMPANY
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN
SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, STEWART TITLE GUARANTY COMPANY, A TEXAS
corporation, herein called the Company, insures, as of Dale of Policy.shown in Schedule A, against loss or damage, not
exceeding the Amount of Insurance stated in Schedule A, sustajned'or incurred by lhe insured by reason of.
1. Title to the estate or interest described in Schedule A being vested other than as stated therein;
2 Any defect in or lien or encumbrance on lhe title;
3 Unmarketabil,ty of the title;
4. Lack of a right ol
The Company will
to the extent provided
in delense of the title, as insured, but only
policy to be signed and sealed by its
t
,a7dt
-Tres
Company
Citv. State
EXCLUSIONS FROM COVERAGE
The t0llowlng ma[ers are expressly excluded lrom the coverage ol this policy and the Company will not pay loss or damage, costs, attorneys' lees or
expenses which arise by reason of:1 (a) Any law, ordinance or governmental regulation (including but not limited to buil0ing and z0ning laws, 0rdinances, 0r regulatrons) restnctrng,
regulating, prohibiling 0r relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location ol any improvement now or
hereafter erecled on the land; (iii) a separation in ownership or a change in the dimensions or area ol lhe land or any parcel 0t which the land is or was a
part; or (iv) environmental protection, or the eflect of any violation of these lav',s, ordinances or governmental regulations, except to the extent that a notice
the enlorcement thereol 0r a notice of a defect, lien or encumbrance resulting from a violation or alleqed violation atfecting the land has been recorded in
public records at Oate ol Policy.
(b) Any governmental police power nol excluded by (a) above, except to the extent that a notice ol the exercise thereof or a notrce of a defecl, lien 0r
encumbrance resulling from a violation or alleged violation affecting the land has been recorded in the public records al 0ate 0f Policy.
2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at 0ate 0f P0licy, but not excluding lrom coverage
any taking which has occurred prior lo Date ot Policy which would be binding on the rights ol a purchaser lor value without knowledge.
3. Delecls, liens, encumbrances. adverse claims or other matters:
(a) created, sutlefed, assumed or agreed to by the insured clarmanti
(b) not known to the Company, not recorded in the public records at Date 0l Policy, but known to lhe insured claimant and nol drsclosed in writang t0
rhe Company by lhe insured claimant prior to the date the insured claimant became an insured under this policy:
(c) resulting in no loss or damage to the insured claimant;
(d) anaching or crsaled subsequent t0 Date of Policyi or
(e) resulting in loss or damage which would not have been sustained it the insured claimani had paid value tor the estale or inlerest insur€d 0y this pOlicy
4. Any claim, which arises out ol lhe iransaction vesting in the lnsured the eslate or Interest insured by this policy, by reason ol the operatton oi lederal
bankruptcy, stale insolvency, or simrlar creditors' rights laws, thal is based on.
(a) the transaction creating the estate 0r interest insured by this policy being deemed a traudulent conv€yance 0r lraudulent transler; or
(b) the transaclion crealing the eslate or interest insured by this policy being deemed a preferential transler except where the prelerenlial transler results
from the laalure:
(r) t0 limely record lhe rnstrumenl 0l transleri 0r
(ii) 0f such recordalron to rmpart notice lo a purchaser lor value or a judQmenl or lien creditor.
t. /.31E 5
I
.onDER NO.: 94010288
DATE OF POLICY: epril
AI,TOI'NT OF INST'RANCE:
1. NN,!E OF INSURED:
JOIININ DlttEL,I-,ER
2. THE ESTATE OR INTEREST TN TIIE I.AND WHTCH IS COVERED BY THIS POLXCY
IS:
Fee SLnple
3. TITIJE TO THE ESTATE OR TNTEREST IN THE I'AND IS VESTED IN:
.'OHANN MUELLBR
4. THE I,AND REFERRED TO IN THIS PqLI.gf IS IN THE STATE OF COLORADO,
couNTY oF EAGLE, A}rD IS DESCRIBED A8 FOTLO-ITS:
LOTS 3 and 4.
BIOCK 2,
VAIL VIIJLAGE 12th FILING
STEWART TITLE
OUARA}{TY COMPANY
SCHEDULE A
29, 1994 at 11:09
I 360,000.00
POLICY NO.:
A.!,t.
o-9993*173185
SCHEDULE B
POLIcY NO. : O-9993-173185
THIS PoLICv DOES NOT INSURE AGAINST LOSS OR DAI4AGE (AND THE
COI'{PANY WTLL NOT PAY COSTS, ATTORNEYS' FEES OR EXPENSES)
WflTCH ARISE BY REASON OF':
L. RIGHTS OR CLAIII{S oF PARTIES fN POSSESSfON NOT SHOWN BY
THE PUBLIC RECORDS.2. EASEMENTS, OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE
. PUBLIC RECORDS3. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN
AREA, ENCROACHI,IENTS, AND ANy F'ACTS WHICH A CORRECT
SURVEY AND INSPECTION oF THE PREMISES I^IOULD DISCLOSE
AND WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS.4. ANY LTEN, OR RIGHT TO A LIEN, FOR SERVICES, I,ABOR.OR
MATERIAL HERETOFORE OR HEREAFTER FURNISHED, TMPOSED BY
LAW AND NOT SHOWN BY THE PUBLIC RECORDS.5, UNPATENTED MINING CLAIMS,. RESERVATTONS OR EXCEPTTONSrN PATENTS OR AN ACT AUTHORIZING THE ISSUANCE THEREOF;
WATER RIGHTS CTAIMS OR TITLE TO WATER.
6. Taxes for the year 1-994, not yet a lien due and payable.
7. The effect of inclusions in any general or specific waterconservancy, fire protection, soil conservation or otherdistrict or incLusion in any water servi"ce or street inprovement
area.
8. Reservations or exceptions contained in U,S. Patents, or in Actsauthorizing the issuance thereof, of record reserving 1) Rightsof the proprietor of a vein or lode to extract and renove hisore therefron and 2) rights of way for ditches and canalsconstructed under the authority of the United States.
9. Restrictions, which do not contain a forfeiture or reverterclause, recorded August L6, L972 iri Book 225 at Page 88 asReception No. L2O854 and anended by instrunent recorded
Septernber 25, L972 Ln Book 225 at Page 475 as Reception No.r2t250.
10. Easernents, restrictions and riqhts-of-vrays as shown on the PLatof Vail Village Filing 12, recorded August L6, L972 in Book 225
. a"t- Page 8g. as
ial assessnents created by the -bo4^rn
'.
1L. Any special districts or special assessnents created by thelPq---.----O.lE-vail, includinq the Booth Falts Berm special assessment.the
12. A Deed of Trust dated Apri} 26, 1994, executed by JohannMueller, to the Public Trustee of Eagle County, to secure anindebtedness of $360,000.00, in favor of FHW Lirnited Partnershiprecorded April 29, 1994 in Book 638 at Page 950 as ReceptionNo. 535001_.
EXCEPTIONS NUMBERED ].-4 ARE HEREBY OMITTED
I zoNE cHEcKtrt FoR
SFR, R, R P/S ZONE DISTRICTS
DATE: 1.u,44
LEGAL DESCRIPTION: LoI 24.BLock
ADDRESS z 3159 ?-;
ARCHITECT
ZONE DISTRICT {1At Fitnru{ F€lt2Brlnnu
PROPOSED USE l,.l€d eercunrn*i-, pre,r<
**LOr srzE 17483 t,tr,
PHONE
PHONE
11r"-stm
41.o-L3+2-
AII-owed
(30) (33)
4Wr
TotaI@Existinq Proposed
32-Et'
3113
l0+61
-6
Front
Sides
Rear
1ffi.7 + 425 =_'/4')4
lqq4 + Azs =A4A
20,
r.5,
15'
(30) (s0)
4qb
/0.{? o_'_
3'/61
9t Regrd (,
Flood Plain
l*bi Rockfart W
-
c) Debris Flow NOrr@Y4) Wetlands
s conditions of approval (check property file)
Does t,hls reguest involve a 250 Addition? No'
How much of Ehe allowed 250 Addition is used with this request?
**Note: Under Sections L8.LZ.090(B) and 1-8.L3.080(B) of the Municipal
Code, Iots zoned Two Eamily and Primary/Secondary which are less than
15r000 sq. ft. in area may not, construct a second dwelling unit. The
Community Development Department may grant an exception to Lhisrestrictlon provided the applicant meets the criteria set forth under
Sectlons 18,L2.090(B) and 18.L3.080(B) of the Municipal Code including
permanent,ly restricling the unit as a long-term rental uniL for full-
time employees of the Upper Uagle Valley.
Percent slope LFE 2t'( ?'
Geologic Hazards
a) Snow Avalanche do
il*
,,/n.ignt
,-/roraL cp;;A frNr?fo
-/Primarv GRFI
t"h.rtn- A-
u/Secondary GP$.A
//0$ft e',6lf setuacks
I-,1
v'ftater Course Setback
/sive coverage
p/Landscaping
--Retuit ing wall Heights
6arx.ing
r'Garage Credit
6{ orive:
/vt", Corrl-dor Encroachment. :
.-tftnv lr onment al /Ha z ards :
frrn
riaul httzar& ,h*&r{t
_-6
*rA(c-
[i,(,ff:ffiry'r
f&ss
(300) (600) (900) (1200) 1206c
Perrnitted Slope 8* Actual Slop
Date approved by Town Engineer:
Yes No-,6- ? ? ?
r.)
2l
3)
**$$u
4kEJ
r.0
John Mueller
910 Fairway DriveVaiI, CO aL657
July 20, 1994
Town of Vail
75 South Frontage RoadVail, CO 8l-557
RE: Lots 3 and 4, Vail Village 12th Filing
Gentlemen:
I presentty own L,ots 3 and 4, VaiJ- Village 12th Filing.I intend to develop each of these lots as a separateresidence. I have previously subnitted my plans to you for
review and approval concerning lot 3.
As you will note on the plans, I intend to have a conmon
driveway, approximately twelve (12) feet on each side of the
lot line between Lots 3 and 4. This driveway will service
both residences. Upon obtaining your approval to this common
driveway, I will create a reciprocal driveway easementgranting the right of the owner of each lot to use the
driveway running across the other lot.
By this letter, I hereby
coumon driveway, which I tlrinkthe proper ingress and egressthe property.
request that you approve thewill substantially facllitate
and enhance the aesthetics of
Thank you for your consideration.
Very truly yours,
3730 Booth Falls Court * Alpine Designed Duplex Residence * Vail, Colorado
Interior Features Include,
3 Bedrooms
3.5 Baths
Vaulted Ceilings in Kitchen, Living
Room and Dining Area
TiIe Flooring in Entryway
Gas Fireplace
Gas Fired Hot Water Baseboard Heat
Kitchen: Custom Cabinets and
Countertops, Quality Appliances
Kohler Ietted Tub in Master Bathroom
Wall to Wall Carpeting
Custom Milled Interior Trimwork and
6-Paneled Doors Throu ghout
High Efficiency Insulation
Private Sunny l,ot within walking
distance to Town Bus Stop and Vail
Mountain School access
I ._-
-
Exterior Feahrres Include'
Paved Serpentine Driveway
Attached Heated Two-Car Garage
with Openers
Sto Easy Maintenance Sfucco on
Bottorn Two Level Exterior Walls
8" T&G Cedar Siding on all Third
l,evel Exterior Walls
Clad Casement Windows
Cedar Shake Roof
Redwood Decks and Handcrafted
Alpine Style Cedar Balusters
4' and 5' Overhangs with Undersi{e
Finished in 1"x5" T&G Fir
Built By:
Alpine Homes
Mueller Construction
Vail, Colorado
Designed By'
Fritzlen Piere Briner
Vail, Colorado
Exclusive Listing Agent:
Brandess-Cad mus Real
Estate, lnc.
28L Bridge Street
VaiI, Colorado 81557
38/476-1450
De,€loper reser',es fE rhht l0 modty fooDla$, design &laib,
fltabriab dt otEr speciha[om nifmut n0lix 0r 0blqaliOn.
N0N.r.tsA8Le
S'ACE
LIVING
ROOM
16'x 29
GARAGE
24' x 22'
BEDROOM
10'9" x 14'8"
BEDROOM
I
14''1" x 13'1 1"
UPPER LEVEL MAIN LEVEL LOWER LEVEL
(5
T{flr T^I EF IJFI I I--
f"liscel lareous Csstr
tld,*:i:-!'4 15: 16: B4
Rs.r*ipt * 151f55
Flr:rr,r-rn t g [1{ # 59?5
FRITiLEt.tr FIERfiE, EPIHEE ,.PFEF|IID trEF
firri':lrn t !end* r*d ]
Iten Faid
El 1 [tiii88q. 1 f, 3 1 BErEr
IBB. BE
Fm(tfit paid
:68.6F
R, F]:rtih;nqe r*tr-rrned '?
THFIhI]< \'ElJ
?uur rashier HEIBI
IECEIVED FROM
ftrrnit Numbers
IIIIt PAID-Cash :Oreck
I?t
ABPT,ICRTTON - TOIIIT OF '\T]\rL,
DATE APPIJICATION RECEI\IED :
DATE OF DRB MEETTNG:
**:t**it****
TBTS APPLXEJ|rION WILI. NOT BEIrNrru arl, &EQqrry* *lYlomtro"
ACCEPTEDIS SUBMIjITED
I . PROT]ECT INFOR}AA?ION:
A.DESCRIPTION:
B. TYPE OF REVIEW:
X New Const.ruction ($200.00) Minor AlteratLon ($20.00)Addition (S50.00). I aor,..ptual Review (g0)C. ADDRESS,
D. LEGAL DESCRIPTION: LOE , 3 B].OCK L
Subdivision
If property is described by a meets and bounds legal9::g"lplfon-,.pleasg.nro"i-6 on a separare sheer and,attach to this applicaLion.
E.
F
G.
ZONING:
IO? AREA: If reguired,stamped survey showing
applicant must provide a currentLot area
H
T
J. Condomin{um Approval if applicable.
K DRB EEE; DRB feesr.as shown above, are to be paid atthe tlrne of submitt,al of Ong "pplication. Later, whenapplying for a building- p"i*iil-ii."". idenrify theliiy.:::.,::ryl!i?" or irrL propi"'ai. rhe rown of Vailevvsr.Ls vd,J_u.rrr.on or Ehe -proposal . The Town of VailwiII adjust the fee^according'to-tbe table below, to .ensure the correct fee is paia. -
FEE PATD:FEE SC4EDULE: -- '^r''r' e {-/vu
v(z+fu
^ vAtuArroN FEE @/i ---o-$ t"o,ooo $lo.ooi1g,gg1 -$ so;ooo s6o.ooi.:g, gg1 _ $ lso;ooo ir6o. ooi199, gg1 - $ soo;ooo iiob. oo
iso9, oo1 * $l_, ooo; oo0 Iq-ob. oo$ over $1,000;000 Ssob. Oo* DESTGN REVIEW IOIXD APPRO\TAT EXPIRES ONE YEJAR A'TER FIITALAPPRO\IAI, I'NI.ESS A .BUITDiN6- PSdlrr IS ISSUE' EIrii COUSTNUCTION rSSTARTED -e -..ev&t, JlstrJ
**No APPr'rcATroN wrr,L BE pRocEssED wrrltour or{NER,s src}IATURE
1
. OF APPLICANT:JOI+hI MIJE,Ling Address: q-iilEffi rV
Phone
NAME OF APPLICANT'SMailing Address: fltt- , Lo, 0t669
NAI{E OF OWNERS:
*SXGNATORE (S) :Mailing Addresil
REPRESENTATI\E:
LIST OF MATERIATS
NAME OF PROJECT I t4tJ1t.LttL f&1?eN4, ft1+
LEGAL DESCRIPTION: I,OT 3 BLOCK Jt SUBDIVISION VIVVWE
STREET ADDRESS:
DESCRIPTION OE PROJECT:
A.
The following information is
Review Board before a final
BUTLDING I{ATERIAI,S:
Roof
Siding
Other WaJ.] Mat,erLaLs
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck RaiLs
FIues
FJ.ashings
Chimneys
Trash Enclosures
Greenhouses
Ot,her
P LANDSCAPING:
required for submittal to the Design
approval can be given:
TYPE OF TT{ATERIAL COLOR
,/
v ,/l I(- lll -ri
.(ttr- \-rr,-.|\Fl ltw
llv ll Il ./.1 :Y
V ZT,trAffttE t& t/tts t\14t
6nuo l,W
tl AaQA&.
da
PLANI MATERIALS:
PROPOSED TREES
Name of Designer:
Phone:
Botanical Name
WlLrS f@tloLotrz5
r1xrva t4 W6
Common Name
P!{'aJ
ibfr z{4{1F
Ouantitv Size*t4 *z'lt'
b z- 2'lz'
EXISTING TREES TO
BE REMOVED
*-rndicate caliper for deciduous trees. Minimurn caliper for
deciduou,s tfees is,2 inches. Indicat,e n@strees. Minimurn heiqht for conlferous t.rees is 6 feet.
lrlm1 Pxvly"<. /l*
^t+€llo\D r1oerl;qo a-ap o88-oo
4Tlttt fvr" tatnos
lTuaJ,t JI+t\€.
00 no*reop P{'rL 6&r'1,)o$) 0Al'9b
WooD nov?+nfr R09;v ?p,wuoa osl-5b
4tN 'Ean&. €a4r &fi)\)
Vb00 ncrlav:w 4'N 006-ao
A€IW|.J Elul-A(I{t Awo;* fu6x)u
PLANT MATERIA.
PROPOSED SHRUBS
Botanical Name Common le Ouantitv Size*
lilltis qop\rFe(* ur'rteokv,- ffj;iee
&JohA?eE florofAlus ftoorJf nr nl m n{rarh.tJ
W.fo'le'ifr,ilo
5 6h'-
5Au
^,57e
-
Minlmum size of shrubs is
Square Footaqe
(,
(,
EXISTING SHRUBS
TO BE REMO\ED
*fndicate size5 qallon.
GROUND COVERS
SOD
SEED
TYPE
OF IRRIGATION
of proposed shrubs.
Tvpe
Nrflute ery>lSoo
v\t/ - sut( | tur o(,
TYPE OR METHOD OF
EROSION CONTROL
C. LANDSCAPE LIGHTING: If exterior J-ight.ing is proposed, please
show the number of fixtures and Locations on a separateIighting plan. Identify each fixture fron the lighting plan
on the list, below and provide the wattage, height, abovegrade and t,ype of light proposed.
D.OTHER LANDSCAPE FEATURES (retaining walls, fences, swimmingpools, etc.) Please specify. Indlcate height,s of ret.ainingwaLls. Maximum height of walls wittrin the front setback is3 feet. Maximum height of waLls elsewhere on the propertyis 6 feet.
lJb. _Zi, 94 LU:54 AivI SAVUN, UULUT{AuU.
|ll',irt.h Ftrrcc Ertnrr
for"o"",
uT ILITY_LOCATLON IERIF ICAr ION
i sUBDIVISION VttV
' IJL
JOB NAN{E
tor 3 BI,OCK - Z
U. S. Wese Communlcati.ons
1-800-922-198?
488-6q60 or 949-4530
APt ffttBsanl fw,-tzo.,Fublic $ervlce Company9{9-5?8T 26?--t/OS&
Gary HaII
HoIy Cross Electrlc Assoc.
949-5e92
Ted Husky/Mlchael Laverty
Herit,age cablevlsion T,V,
949-5530
€t,eve Hlatgt-4tl&: 6ttttt-sUpper Eag1e Valley water
& sanitation Dlstriet *
47 5-7 480
Fred Haslee
FILING 'rU6I.?IH
ADDRESS 3l6d _vrft rfu,w taftr. ,. , -,", *,_-
The loeatlon and avaltabiltty of utiltties, whether they be maln!.tu"l llneg or pTgpg:ed ltnei, musr be approved and verisieO pvtha followlng urllltles for the accornpan-ylng stte ptan.
' Aulhorlaed Slqnauure Daqg
'
I
I
i 6'4'(_
('H-8./*
4t'>q ?V
I
1 1, t
1)
I NOTE:
* Please brlng
obt,alnlng Upperflow needs must
l$ Ae g.* a\\oos^o-L
l^ -2R^9 vu)rl
1".f.
This form is to verlfy servlcel*ocatlon. rhls shoutd be usedpreparing your utillty pJ.an andLnstal lat,lons .
avallabiIlEy andin conjunctlon with
For any ne!,r conEtructLon proposal, tbe applicant,must provl.de a complet,ed utttlty veriftcitlon :
form.
If a utlliLy company has concerns wtth theproposed constructlon, the utlllty representatlveshould not directly on the utlllcy veitftcalion .
form tlrat there is a problem whlch needs [o beresolved. The iseue should then be spelled out indetaiL in an attached letter Eo Che Tbwn of Vail.However, please keep in mind that it ts theresponslbillty of the utlltt,y company to resolveldenLlfied problems
If the utility verification form has slgnaturesfron each of the utillty companies, and-noconments are made directly on the form, the Townwill presurne that there are no problems and Chat.the development can proceed.
These verificatlone do not relieve the cont,ract,orof hls responslbility to obtain a street cutpermit from the Town of Vall, Deparerflent of Fublic
rygrkf and to .obr.a.ln utllltv locations befgr_e_diqqlnq in any publlc right,-of-v,ay or easenent 'ln
the Town of ValI. I bugdinq_pglinit ls not gslregt qul Dermlt. A street cut perrnlt must beobtained separaEely,
a site plan, floor plan, and elevatlons when
.Eaglq VaIley Water e Sanltation slgnatures. nirebe addressed.
scheduling
2.
I
I
wEST 1/4 COR.SEC. 2
FOR Cot{llr.(r^ flOllstt B€row
12@
:(
\
-----
:', | :.1'u .: l
tit: ! l. t -\:5, r:
B@]H FALLS MTN,
1
HOI.{ES \r
VAIL>VILL
t(F1l-6 -/
t
FILINGTWELFTH
@
L- Bl+s.J:
svi eilT :2
f. E:J:.ai
.IRACT C
[ 65i] 35r 8f,25;5
...KATSOS.RANCH RO
@
af$.Ea
NE 6JS2.0E /
@@
I
ryY 8376.5r
TR
/ :J,
Rr, tl:r. J-
lN! E g-'. 1l{
lf{\ l; :Ji j _r
l: toR,]{:)
* El:2.23
v t|E 8:,:7.51 r SJtsfi 815Irrr I Ls.'j 40
',,?ffiii @5
INTERSTATE HIGHWAY NO.70 R.O.W.
\ c'l-I
SFR,
ZONE CHECKFOR I'
R P/S ZONE DISTRICTS
DArE: h,24,<4
TEGAL DESCRIPTION: Lot
ADDRESS z 3159 €.
owNER JOttil HUeU-er-PHONE
PHONE
ZONE DISTBICT f^o FAnru{ K€tparfnn,u
PROPOSED US
**LOT SIZE I 83 5,
R,
2aBLock FiIing VAtv tltwn& l21T+
Height
Allowed
(30) (33)
f?{F
=_zqla
=-u-?L
Existinq
33
Secondary GRFA lqq4
Wrr g,.fetbaeks Front
i n? Sides
n z 1d'7' 51"f \ Rear
P.rimary GRFA l1qqr}sr A-
rorar. Gp*'^ j?qt*,fd
View Corrldor Encroa
Environmental./Haza
q&66
(,'il,1
dL +t'*:;; course serback
Site Cove t^g" /.40
'/t andscaping 612'
,.zRetaining WaIl Aeights
/varuLng
Garage Credlt
Drive:
t u tbdo)/ta 1
Lzoo, wN(ri^q/,6(300) (600) (900)
Permitted Slope
Date approved by Engineer:
Yes 2 2.)
,lolo
Pfevlous coyfditions of approval (check property file)
Does thie/request involve a 250 Addition? N0'
How much/of the allowed 250 Addition is used with t,his request?
**Note: Under Sections 18.12.090(B) and 18.13.080(B) of the Municipal
Code, Lots zoned Two Family and Primary/Secondary which are Less than
151000 sg. ft. in area may not construct a second dwelling unit. The
Community DeveLopment Department may grant an exception to thisrest.riction provided the applicant meet,s the criteria set forLh underSections 18.12.090(B) and 18.1.3.080(B) of the Municipal Code includingpermanently restricling the unit as a long-tern rental unit for fuIl-time employees of the Upper Eagle VaIIey
\It
10
2 t
,
U
5
t{wtr-zTfT
-
'zA.a+ 'zts+)WA
201w
lal
'f n"qro
1) Flood Plain
4.7 Percent, slope
Zb'
I
MIKE McGEE €fltrG+tAl--D roDD OPPENHEIMER\--=--g
.MNDY STOUDERln ' '. 1
Comments:
"$.1o,-. o1 \,$i+fl rpor eE\Klr \crt; :n eyi*lf{\ cC . 6pd Lrt}e redjlx r
r"zl-r*O pro.-r:'cd ccj)!{.,.lc':2 oos,a. q1!.n u.rrttr-ce\orftxl.r*\\5 , revlnrnc^. \rt111a c€q$K€d (<no;in stte 1grr\tnq
y/\)( r-x:-".:: , t,l i : i i ';',r!', rlt: j,...rJ r r(:r \r. 22,v.rrrlel D <fq Jf iv J
v4VfrCftce{\v'f'.r,\. a'!d\!'r {..'\Jvrv- \ar a{:.\\r a,;.:.( r: grrr.rx- cJi/-t".
rr6-s rnrr h-tr:V cer\'.,rtgd pori r'\r\2
u/Sqo,r.|nEi inb6rtf Fs\\s <r.rc. Si-,o..rerrsVnc5gige Ond att\gc6ogd$e\\rcd\Ert.'
/rrjrrunl. 5rpJd rvlic(}'\e pcopoied d<rrcrr6t"
./Esro{ Srp.rrd rndJ(Jjt'€ A\\e*I\i\r\q \r€6 . ta{ iA d.rqrnc|.<r dP?g or gRn€{-
Landscaping:
INTER:DEPARTM ENTAL REVIEW
e*{
DATE OF PUBLI ING
Town Planner
,r/tlaU*rcr6rc$gv, on eAcleder*Kkr\c\<\s.hc,$*or ?6f,\oftc^stxvat -- (accr"cc-fe s'.xsalseqvkd)
ar'ooro,xvl feqoir€.l . '
TO:
PROJECT:
DATE SUBMITTED:
COMMENTS NEEDED
BRIEF DESCRIPTION
Engineering:
BY:
OF THE PROPOSAL:
Beturn
Reviewed by: C<.t#ferr: r Date: rc-:r-q,A
Reviewed
&r{
Fire Dept.:
Reviewed by:
Comments:
I
Distributed lo the Fire Department, pubtic Works, and Landscaping on (?l lQ .
TO:
PROJECT:
DATE SUBMITTED:
I
,-,-,-----}..@ :
GREG HALL TODD OPPENHEIMER
Return to
.-RANDY, STOIIDER-..- -- - :_
Town Planner
Ir
INTER:DEPARTMENTAL REVIEW
- ltlLor/
DATE OF PU HEAHING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
i
I
Engineering:
Beviewed by:
Commenls:
Date:
Landscaping:
Reviewed by:Date:
Comments:
Fire Dept.:
Reviewed by
{i;
co.mmcnts: /.".s e-r4//.-.'- r,r' r r/ffi"J -^-'7ZaJ -/mlu"/-'
i 2!* "a, -.r.r/'*"'o"-/
atoE-'y'lZlzor'S ,C4 5", ,,zo-"."r{7vroo."- /,(:^'- .4rf? h'//
Distributed n ne firy'epartment, public works, and Landsc
^pins
o, m z'4 <tu/t*'x'
,.2/r-.2-"- 7S fVgz:e-/X-/ ,/{o /fz ./d<z-a.-a- ,-.-y'rtr- fu-Uz^"^d
,F/-,/ 4-" 46" **7 a'/ Z-':-c /0/27-z'z'-' /O'
IKE McGE-r--'
TO:GREG HALL OPPENHEIMER
,MIIDY STOUDER .'
Town Planner
TODD
Fleturn to
DATE SUBMITTED:
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
a/r
Af-" )+,4b@ 7rrtfuKl€a +o lJ aKL llraL
Datc:
Engineering:
Reviewed by:
Comments:
Landscaping:
Reviewed by:Date:
Comments:
&a oeP{, rig\,
q/h^, - Spr;-''ulo,' Jlr'-'.lYra-
Fire Dept.:
Reviewed ,rt\"''i
Commenls: eriue-r^7 r^'i/\-r*' "'-.zsl- \te K A. ,:. 1'
61<'057, .^ , , .-.. La^.r- 6sr p,vfi r,--- s# b<
.:
Dale: 7 -,147 '
......+*...#_l> nlu +'X'-t)''' , +,
b:.oj? + d /#ff$
qbv\7 )! , /. <r
Ae(ss fo at( 'D4t-ls EYk4er-l-'
4; n]iLr:"'-'aa' b€
u' i\t-r,^ \ fo
t^r^ /"t' f
L*t
tll'
DATE OF PUBLIC HEARI
Distributed to lhe Fire Department, public Works, and Landscaping on 6/2F ,
:4.i
DRB .APPIJTCATTON - TOIIN OF vArIJ,
DATE APPLICATION RECEWED :
DATE OT DRB MEETING:
rsrs rpprrcArfili"ilrTlJon ", AccEprEJ0J -
Q0"IVJ|!|, 0tU.DEPtI'NTTL IJLL REQUTRED TNFORMATION IS SSBMrITED**********
A.
Minor Atteration ($20.00)
x concept,ual n.vfd6)-
/ttttLf <\- -Zc.
D.Lot.3 BLock Z
ff property is described bydesqription, please provid6attach to this appltcation,
a meet,s and bounds legalon a separate sheet and
Phone
F. IOT AREA: ff required, Jpplicant must provide a currentst.anped survey showJ.ng lbl area
T NAME OF OhINERS:
NAI'{E OF APPLICANT' S
. OF APPLICANT : J4T,J MdELEI2-ing Address: F
REPRESENTATT\IE :
NA},IE
Mail
VArr,
*STGNATURE (S) :Mailing Addresil
,I.
K.
Condominlun Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at,the tlme of submitraL of one-ippricarion. -L;i;;,
whenapplying for a building permii-,'prease iaentiiv-tneaccurate varuarion or ine proposit. -irr.-i""i-ir-vuir
will adJust the fee_according'to tte table-U"for, toensure the correct fee is paiO. f\,,
FEE SCHEDULE: gEN PITO: $ +1
VALUATIONi 0-$ 10,000i 10,001 - $ so;000I 99,001 - $ lso;000
?199,001 - $ s00;000$500,001 - $1r 000,000$ Over $1,000;000
' FEE
$ 20.00
$ s0.00
$100.00
$200.00
$400.00
$s00.00-* DESIGN REVTEW BOARD APPRO\IAT
',XPIRES
ONE YTAR AT'TER FXI{AI,AppRo\rAr. uNrEss A .BUrLDrNc iunrqrr rs rssuuo ENi- CONSTRUCIION rSSTARTED _Y - rr.rv.r!, _r.rr,/,
**NO APPLICATION WrLL BE PROCESSED }TITIIOUT OI{NER'S SIGIIATI,RE
1
r. PROJECT INFORIT4ATTON:
DESCRTPTION:
B.TYPE OF REVIEW:
Ner.r Construction ($200.00)
Addition ($50.00)
ADDRESS: 3t5o
LEGAL DESCRIPTION:
Subdivision
E. ZONING:
MaiJ.ing Address:
PARTYWALL AGREEMENT AND
DECI,ARATTON OF
covENANTS, CONDTTIONS AND RESERVATIONS
FOR
FINAL PI"AT
A RESUBDIVTSTON OF LOT 3, BLOCK 2
VAIL VILI,AGE FILING NO. 12
TOWN OF VAIL, EAGLE COUNTY, COLORADO 1'/q
Johann Mueller, (hereinaf ferred to as rrDeclarantrt)is the
Eagle,Lot 3,
owner of the real property situatpf,n the Town of Vail, County ofState of Colorado, described as Final Plat, a Resubdivision ofBlock 2t Vail Village Filing No. !2, Town of Vai1, Eagle County,Colorado, subject to the restrictions set forth in the att,ached ExhibitrAr.
Declarant has constructed on Lot 3-A and Lot 3-B a buildingconsisting of two units, each designed and intended for use and
occupancy as a residential dwelling unit, which are sometimes referredto herein separately as rrunitil or lollectively as rrunitsrr.
DECI,ARATION
Declarant does hereby publish and declare that the following terns,covenants, conditions, easements, restrictions, use, reservations,limitations and obligations shall be deemed to run with the landdescribed herein, shal} be a burden eind a benefit to Declarant, hispersonal representatives, heirs, successors and assigns and any personacguiring or owning an interest in the real property which is describedherein and improvements built thereon, his grantees, personalrepresentatives, heirs, successors and assigns.
1. DEFfNITfONS. Unless the context shalI expressly provideothervise,.the following terms sha1l have the following meanings:
A. rrThe Propertiesfl means all of the real estate legallydescribed as Lots 3-A and 3-8, Final Plat, a Resubdivision or r,ot :lBlock 2, vair village Filing No. L2, located in Eagle county, cororado.
' B. rrl-,otn or t'Building Sitett means Lot 3-A or Lot 3-B as shown onthe Map together with att appurtenances.
c. ttDuplevn or ttBuilding[ means the two contiguous dwe]-Iing unitsconstructed upon the Lots.
D. [Unitrr neans any one of the two dwellings comprising therrDuplexrt.
E. rrOwnerrr means a person, persons, firm, corporation,partnership or association, or other lega1 entity, or any combinationthereof, owing an interest in the Lots.
F. rrMaprr means the engineering survey of the Properties by DuaneD. Fehrj-nger, Registered Land Surveyor No. 26626, depicting and locatingspecificity thereon the Lots and improvements thereon, recorded on
, in Book at Page and is hereby submitted tothis Declaration,
G. rrAssessmentrl
the cost of.any expenseof this Declaration.
2. DESCRIPTION AND RESERVATION. Every Contract of Sale, Deed,Lease, Mortgage, Trust Deed, will or other instrurnent shaIl legallydescribe a Unit or real property interest as follows:
neans any periodic or one time chirge to coveror charge that becomes due and owing by virtue
LotPlat, a
Town of
Book
3-A or Lot 3-B (as the case may be), according to the FinalResubdivision of Lot 3, Block 2, Vail Village Filing No. L2,Vail, Eagle County, Colorado recorded on inat Page _, County of Eag1e, State of Colorado.
Every such description shaII be good and sufficient for allpurposes to se1l, convey, transfer, encurnber or otherwise affect theLots and aII appurtenant rights, benefits, and burdens thereto ascreated by the provisions of this Declaration, and each such descriptionshall be so construed. This provision shaLL apply to the properties assaid term (the Properties) is defined in this DecLaration.
3. PROPERTY DTVISION.
A. Declarant hereby establishes this plan for the subdivision ofthe Properties into Two (2) Parcels for ownership in fee simple by,theindividual and separate owners of Lot 3-A and Lot 3-8.
B. Lot 3-A and Lot 3-B shall be subject to the easements noted onthe map and those set forth herein.
C. In the event Lot 3-A and Lot 3-B are owned by the sameentities. the doctrine of merger shalt not apply.
D. The parties, if rnore than one, having the ownership of eachsuch unit shall agree among themselves how to share the rights andobligations of such ownership; provided, however, that if a corptration,partnersl]ip, association or bther legal entity shall become an owner orthe parties, if more than one, have the concuirent ownership of a unit,
then such entity or concurrent owners shall from tine to time designate
one individual who shalL represent such entity or concurrent owners inall matters concerning all rights and obligations pursuant to thisDeclaration.
E. Any such entity or concurrent owners shal1 give written noticeto the other owner designating the individual to act on its or theirbehalf and such notice shall be effective until revoked in writing bysuch entity or owners. Any act or omission by such designatedindividual shall be binding on the entity or owners having designatedhim in favor of the other owner or any other person who may relythereon.
F. Each Unit shall be considered a separate parcel of realproperty and shall- be separately addressed and taxed
. 4. ENCROACHMENTS.. If any portion of Lot 3-A or 3-B now
encroaches upon the other parceJ- as a result of the construction of anybuitding, or if any such encroachment shall occur hereafter as a resultof settling or shifting of any building, a valid easement for the
encroachment and for the maintenance of the same so long as the buildingstands, shall exist. fn the event any building shall be partially ortotally destroyed as a result of fire or other casualty or as a resultof condemnation or eminent domain proceedings and then rebuilt,
encroachments of parts of the building on the other parcel, due to suchrebuilding, shall be permitted, so long as such encroachrnents are of nogreater extent than those previously exist,ing, and valid easements forsuch encroachnents and the naintenance thereof shall exist so lonq asthe building sha11 stand.
5. PARTY WALL.
A. The common wa11 placed equally divided on the common boundaryseparating Lot 3-A and Lot 3-B, the footings under}ying and the portionof roof over such wal1 are collectively referred to herein as the rrParty
WaIItl
B. To the extent not inconsistent with this Declaration, thegeneral rules of lali regarding party waLrs and liabirity for damage'dueto negligence, will-fur acts or omissions shalL appry to the party wall.
C. The owners of either unit shall have a perpetual easement inand to that part of the other unit on which the party wall is Locatedrfor party wall purposes, including nutual support, naintenance, repairand inspection. rn the event of damage to or the destruction of theParty waIl from any cause, then the owners shal1 at joint expense inegual shares, repair or rebuild said party wa}l, and each owner, sharlhave. the right to the full use of said party wall so repaired andrebuilt. Notwithstanding anything contained above to the contrary, ifthe negrigence, willful act or ornission of any owner, his farnily, -agent
o
or inviteer shall cause danage to or destruction of, the Party WaIl,
such owner shal] bear the entire cost of repair or reconstruction (tothe extent that such damage is not covered by insurance), and an owner
who by his negligent or willful act causes the Party WaII to be exposedto the elements shall bear the fuII cost of furnishing the necessaryprotection against such elernents.
5. LANDSCAPTNG, SERVICE FACILITIES AND PARKTNG.
A. The owners from tirne to tine shall undertake such landscaping
and general outdoor improvements as they may mutually and unanimously
deem proper for the harmonious irnprovement of both units in a common
theme, and, except for any expense or liability caused through the
negligence or willful act of any owner, his farnily, agent or invitee,
r,rhich shall be borne solely by such owner, each owner shal1 share all
expenses, liabilities and general upkeep responsibilities with respectto such landscaping and outdoor irnprovements. The owner of one unitshal1 not unreasonably damage the value of the other unit such as by
shoddy upkeep outside, but both owners shall make all reasonable effortsto preserve a harmonious conmon appearance of the units. Each ownershal1 bear the entire cost and responsibility for installation and
maintenance of landscaping on their respective Lots.
. B. The Comnon Access Easernent, as described on the PIat, Comnonuti.lity or service connections or lines, common facilities or other
equiprnent and property located in or on either of the units but used in
colnmon wi-th the other unit, if any, shall be owned as tenants in commonof equal undivided one-half interests by the owners of each unit and,except for any expense or liability caused through the negligence orwillful act of any owner, his fanily, agent or invitee, which sha11 be
borne solely by such owner, aII expenses and liabilities concerned with
such property shall be shared in the proportions set forth in paragraph
8 below. The owner of the unit on which such property is not locatedshall have a perpetual easenent in and to that part of such other unitcontaining such property as is reasonably necessary for purposes ofmaintenance, repair, and inspection.
ol Lef( hf 7, /'t'(c. The owners"slA[t&y r.l €-ft*
fllr: g:". gf _the*driveway eard
ffitcacedfE fffi?Fffia{tEhal I hinder-or perrnil his
inva-tees to7-hjry{gr refsonable use by the othdi' owne{lna his iirvitees ofthe o--r.i.4j'*ff6a. \ eacn owner shall have the "exclusive use andthe E-d.+fr'^6-i[a. \ each owner shall have the --exclusive use andresponsibility for dri\reways, parking areas, decks, porches and walkwayslocated on'his Lot, ar\d shall be solely responsible for all costs and
expenses relating the{eto, including but not linited to maintenance,repair, snowplowing, $now renoval and repaving or resealing. Othernaintenance, repair orf improvement may be required from time to time,
and the same shall be fundertaken upon the unanimous agreement of the
owners who sharl shar{ all expenses. A11 such expenses, as set forthherein, sha1l be allo{ated as set forth in paragraph 8.
Joa* ln"^ 9y^^ 4+an{iry-a.a'"t+' 4t
trY;i;l6\fi<W
I
7. ALTERATION, MAINTENANCE AND REPATRS.
A. In addition, to rnaintenance provided for in paragraph 6.A.,the owners shall pay their proportionate share as allocated in paragraph8 of the total cost al-l-ocated to each parcel , in order to provideexterior rnaintenance and exterior repair upon the units and all portionsof the parcel upon which each unit is located including, but not linitedto the exterior and the roof housing the units; provided, however thatif the condition requiring repair only affects one of the Units, theowner of that Unit shal1 bear the entire cost thereof. Repair,replacernent or cleaning of exterior window glass shalt be consideredinterior maintenance. If the need for repair is caused through thenegligence or willful act of any owner, his fanily, agent or invitee,
such owner shall bear t,he entire costs of such repair or reconstruction(to the extent that such damage is not covered [y insurance). Bothunits must be painted at the same tine and with the same materials and
no exterior nodifications shalI be made to the character of the buildingwithout unanimous approval of both parties. A11 repairs at the joinder
point of the respective roofs sha11 be born equally by the parties;
irrespective of vrhich parcel, or which side of the party wa1l, the
actual- point of damage or fail-ure necessitating the repair is located.
B. Each owner shall be so1e1y responsible for maintenance andrepair of the inside of his unit including fixtures and J.mprovements andall utility lines and equipment located therein and serving such unitonly. In perforrning such maj-ntenance and repair, or in irnproving oraltering his unit, no or^/ner shall do any act or work which irnpairs thestructural soundness of either unit or the Party WaI1 or whichinterferes with any easement granted or reserved herei-n.
. C. Utility or service connections or l-ines, facilities or otherutility equiprnent and property located in, on or upon either of theunits, which are used solely to supply a service or utiLity to one unitshall be owned by the owner of the unit using such utility or serviceand all expenses and liabilities for repair and maintenance shall beborne solely by the owner of such unit, who shalI have a perpetual
easement in and to that part of such other parcel or unit containingsuch property as is reasonably necessary for purposes of maintenance,repair and inspection.
. D. No owner sha1l make or suffer any structural or d.esign change(including.a coror scheme change), either permanent or temporary and ofany type or nature whatsoever to the exterior of his unit or construct
any additional building structure of any type or nature whatsoever uponany part of his parcel without fi-rst obtaining the prior written consentthereto from the other owner, such consent shall not be unreasonablywithheld. rn case of damage or destruction of any unit or any parlthereof by any cause whatsoever, the owner of such unit shall cause withdue diligence the unit to be repaired and restored, applying theproceeds of insurance, if any, for that purpose. such unit stratt ue
restored to a condition comparable to that prior to the danage and in a
harmonious manner to promote the common theme of both units.
B. ALLOCATION OF EXPENSES. Costs and expenses of exteriorrepainting, service facilities, maintenance and repairs of the commonroof, and special assessments by the Town of Vail for construction ofthe Booth Creek Berm, if applicable, and all other comnon expenses asset forth herein to be shared by both owners, except as caused bynegligence of willful act of an owner, shall be allocated in thefollowing proportions :
50?
502
9. MECHANIC'S LfENS: INDEMNIFfCATION:
A. Except for items incurred as a common expense as provided forherein, if any owner shall cause any naterial to be furnished to his lotor unit thereon or any labor to be perforrned therein or thereon, theother owner shal1 not under any circumstances be liabLe for the paymentof any expense incurred or for. the value of the work done or materialfurnished; all such work sha1l be at the expense of the owner causing itto be done. and such owner shall be so1e1y responsibLe to contractors,l-aborers, materialnen and other persons furnishing labor or material-s tohis parcel or any improvements therein or thereon; nothing hereincontained shall authorize either owner or any person dealing through,with or under either owner to charge the unit of the other owner withany mechanic's lien or other lien or encunbrance whateveri and, on thecontrary (and notice is hereby given) the right and power to charge anyLien or encurnbrance of any kind against one owner or against one ownerrsparcel for work done or materials furnished to the other owner's parcelis hereby expressly denied.
B. Except as provided for below, if, because of any act oromission of any owner, any nechanicrs or other Lien or order for thepaYment of money shall be filed against the other owner's parcel or anyimprovements therein or thereon or against any other ownei (whether ornot such lien or order is valid or enforceable as such), the owner whoseact or omission forms the basis for such lien or order shall at his owncost and expense cause the same to be cancelled and discharged of recordor bonded by a surety conpany reasonably acceptable to such other or^/ner,within 30 days after the date of riring thereof, and further shalIindemnify and save the other owner harmless from and against any and allcosts, expenses, crairnsf losses or darnages, including reasonableattorney's fees resulting therefrom.
Lot 3-A
Lot 3-B
t
. 1O, INSURANCE.
A. Each owner shall keep his unit and all fixtures thereininsured against loss or damage by fire and extended coverage perils(including vandalism and rnalicious rnischief) for the maximum replacementvalue thereof. Any oli/ner may on 30 days, written notice, but not morefreguently than once every two years, obtain a written estirnate of the
replacement cost of the Units by a ticensed contractor, and the amount.
Such contractor shall be a disinterested and independent third party whois unrelated in any manner to either owner whether through joint
business adventures or otherwise.
B. Each owner shall provide and keep in force, for the protection
of himself, generail public liability and property damage insuranceagainst claims for bodily injury or death or property darnage occurringin, on or upon, his parcel owned in fee sinple and the irnprovernentsthereon, in a lirnit of not less than $3OO,O00.OO in respect of bodilyinjury or death to any number of persons arising out of one accident ordisaster, or for darnage to property, and if higher limits shall at anytime be custornary to protect against possible tort liability, suchhigher lirnits shal1 be carried and each owner sha11 name the other owneras an additional insured party under such policy.
C. Each o\,sner shaLl deliver to the. other owner certificates
evidencing all insurance required to be carried under this paragraph,
each containing agreements by the insurers not to cancel or modify thepolicies without giving the other owner written notice of at least 30days. Each owner shall have the right to inspect and copy all suchinsurance policies of the other owner and reguire evidence of the
payment of prerniums thereon.
D. Nothing provided in this paragraph shall prevent the owners
from jointly acquiring a single policy to cover any one or more of the
hazards required in this paragraph to be separately insured against by
each owner.
E. All insurance policies obtained by either owner shallexpressly waive all rights of subrogation as against all other owners
and their respective families and invitees.
11. DESTRUCTION OF IMPROVEMENTS ON PARCEL. In the event of damageor destruction to a unit by fire or other disaster, the insuranceproceeds shall be deposited into a bank account which requires, forwithdrawals, the signatures of both the ovrners, or disbursed directty bythe insurance carrier. The owners shal-1 then promptly authorize the
necessary repair and reconstruction work and the insurance proceeds wiIIbe applied by the owners to defray the sost thereof. ttRepair andreconstructionrr of units, as used herein, neans restoring theimprovernents to substantially the same cond.ition in which they existedprior to the damage with each unit having the sane boundaries as before.
T2. RTGHT TO LIEN.
A. If an owner, at any tirne, shall neglect or refuse to perforrnor pay his share of any obligation required hereunder, the other owner
may, but shall not be obligated to, aft,er 30 days written notice unlessthe circumstances require immediate action, make such payment or, onbehalf of such other owner, expend such sum as rnay be necessary toperform such obligation including, but not lirnited to, the payment of
any insurance premiums required hereunder or the undertaking of any workreguired hereunder for repair, restoration or maintenance, and suchother owner shall have an easernent in and to that part of suchdefaulting owner's unit as is reasonably necessary for such repair,restoration or maintenance.
B. AI1 sums so paid or'expended by an owner, with interestthereon at the rate of LB percent per year from the date of such paymentor expenditure, shall be payable by the owner so failing to perform (therrdefaulting: ownerrr) upon demand of the other owner.
C. A1l- sums so demanded but unpaid by the defaulting owner shal1constitute a lien on the lot of the defauLting owner in favor of theother owner prior to all other liens and encumbrances, except: (i)liens for taxes and special assessnents; and, (ii) the lien of any first
mortgage or first deed of trust of record encumbering such lot. Thelien shall attach from the date when the unpaid sum shall become due and
rnay be foreclosed in like manner as a mortgage on real property upon therecording of a notice or claim thereof executed by the nondefaulting
owner setting forth the amount of the unpaid indebtedness, the name ofthe defaulting owner, and a description of the unit. In any suchforeclosure the defaulting owner shall be required to pay the costs and
expenses of such proceedings, including reasonable attorneyrs fees.
D. The lien provided for herein shall be subordinate to the lienof any first mortgage or deed of trust, including all additionatadvances thereon. Sale or transfer of either parcel as the result ofcourt foreclosure of a rnortgage, foreclosure through the public trustee,or any proceeding in lieu of foreclosure, shalL extinguish the lien ofsuch assessments as to payments thereof which becone due prior to quchsale or transfer, but shall not relieve any former or^/ner of personalliability therefor. The mortgagee of such parcer who acquires title byway of foreclosure or the taking of a deed in lieu thereof, shall nothowever, be liabIe for any past due assessment and sha1l only becorneliable for future assessments on the date it becomes the owner or isentitled to become the owner of such parcel . No sale or transfer sha11relieve such parcel from liability for any assessments thereafterbecoming due or from the rien thereof. rn the event of the sale ortransfer of a parcel with respect to which sums shal1 be unpaid by adefaulting owner, except transfers to a first mortgagee in c-onnectlonwith a foreclosure of its lien or a deed in lieu therebf, the purchaseror other transferee of an interest in such parcel shall be jointly and
I
severally liable with the seller or transferor thereof for any suchunpaid sums.
E. Upon wri-tten request of any owner, mortgagee, prospective
rnortgagee, purchaser or other prospective transferee of a parcel , the
owner of the other parcel shall issue a written statement setting forththe amount he is owed under this paragraph, if any, with respect to suchunit. Such statement is binding upon the executing owner in favor ofany person who may rely thereon in good faith. Unless a request for
such statement sha1l be conplied with within fifteen days after receiptthereof, all unpaid surns which became due prior to the date of naking
such request shalL be subordinated to the lien or other interest of theperson requesting such staternent.
. ].3. USE RESTRICTIONS.
A. Each unit shall be restricted to a residential dwelling as apermitted use, and conditional and accessory uses as defined by the
Town of Vail zoning ordinances.
B. No exterior rnounted radio, shortwave, television or other typeof antenna whatsoever or tank of any kin, either elevated or buried, orclothesline or j-ncinerator of any kind whatsoever or outside storage ofany personal property shall be perrnitted or rnaintained on either unitwithout the prior written approval of both owners.
C. No anirnals shall be kept or maintained in, on or upon eitherunit, except that each owner rnay keep and maintain within his unit atotal of two donesticated aninals either: two donesticated dogs and/or
two domesticated catsi provided, however, that such domesticated animalsare kept under control at all times, do not present a nuisance to theother ohrner and are kept controlled in strict compliance with aII Townof Vail ordinances that nay apply to such aninals.
D. In addition to the parking restrictions set forth insubparagraph LANDSCAPING, SERVICE FACILITIES AND PARKING above, each
owner rnay keep no vehicles pernanentlv on the paved clriveway. parking
of boats, trailers, campers, motor homes, ATVs or recreational vehiclesis expressly prohibited, unless l-ocated within an ownerrs garage.
E. No rttime sharingtr, Itinterval ownershiptr or sirnilar interest,
whereby ownership of a unit is shared by owners on a time basis, shallbe established on either unit Llithout the prior written approval of bothowners and all l-ienors holding a first nortgage or first deed of trustof record on any portion of Lot 3-A or Lot 3-8, which approvar shall bereflected in a document of record,
F. The owners understand and agree that potential developrnentrights may exist under present or futuie Town of vail regulations that
rn6.y permit expansion of the dwelling units, which deveioprnent rights
have not been utilized to date. The owner of Lot 3-A shall be deemed to
have exclusive ownership of and rights to fifty percent (50%) of those
development rights. The owner of Lot 3-B sha11 be deemed to haveexclusive right to fifty percent (50?) of those developrnent rights. Noexerci.se of those development rights shall be made by one owner withoutfirst obtaining the written consent of the other owner, which consenEshall not be unreasonably withheld. The other owner, before givingwritten consent, shal1 be entitled to review the development plans andany blueprints or surveys prepared in connection with the developmentplans. At this time the property is constructed to maximum allowablegross residential floor area on the lot, the only remaining potential
developrnent rights at this time nay be under the 25O square foot
expansion rule after the building is five years oId.
14. NoTIcE. Each owner shall register its rnailing address withthe other owner and all notices or demands intended to be served upon
owners shall be sent by certifj.ed mai1, postage prepaid, addressed inthe name of the owner at such registered nailing address. In thealternative, notices may be delivered if in writing, personally to
owners.
' 15. DURATION OF DECLARATION. Each provision contained in thisDeclaration which is subject to the laws or rules sometirnes referred toas the rule against perpetuities or the rule prohibiting unreasonablerestraints on alienation sha11 continue and remain in fuIl force andeffect for the period of 2l years following the death of Johann Muellerand his Iiving issue, or until this Declaration is terminated ashereinafter provided, whichever first occurs. A11 other provisionscontained in this Declaration shall continue and remain in ful-I forceand effect until- January L, 2026 A.D. t and thereafter for successiveperiods of 10 years eachi unless at least 1 year prior to January 1-,
2026 A.D., or at least l- year prior to the expiration of any such 10year period of extended duration, this Declaration is terrninated byrecorded instrument, directing ternination, signed by all owners and alllienors holding a first mortgage or first deed of trust of record on anyportion of Lot 3-A or Lot 3-8.
16. AMENDMENT OR REVOCATION. This Declaration may be amended orrevoked only upon unanimous written approval in recordable form of a1t
owners and all rienors holding a first mortgage or first deed of trustof record on any portion of Lot 3-A or Lot 3-8.
L7. . EFFECT OF PRoVISIONS OF DECLARATION. Each provision of thisDeclaration, and agreement, prornise, covenant and undertaking to complywith each provision of this Declaration, and any necessary excepti-on orreservation or grant of tit1e, estate, right or interest to effectuateany provision of this Decraration: (i) shaLl be deemed incorporated ineach deed or other instrurnent by which any right, titre or interest inany portion of Lot 3-A or Lot 3-B is gianted, devised or conveyed,whether or not set forth or referred to in such deed or other
l_o
o
instrument; (ii) shall, by virtue of acceptance of any right, title orinterest in any portion of Lot 3-A or Lot 3-B by an owner, be deemed
accepted, ratified, adopted and declared as a personal covenant of such
owner and; as a personal covenant, sha1l be binding on such owner andhis heirs, personal representatives, successors and assigns; and shall
be deened a personal covenant to, with and for the benefit of each ownerof any portion of Lot 3-A or Lot 3-B; and (iii) shall be deemed a real
covenant by Declarant, for hinself, his heirs, personal representatives,
successors and assigns, and also an equitable servitude, running, in
each case, as a burden with and upon the title to each and every portionof Lot 3-A and Lot 3-B.
18. ENFORCEMENT AND REMEDTES.
A. Each provision of this Declaration shall- be enforceable by any
owner by a proceeding for'a prohibitive or mandatory injunction or by asuit or action to recover damages. If court proceedings are institutedin connection with the rights of enforcement and remedies provided inthis Declaration, the prevailing party shal-l be entitted to recover itscosts and expenses in connection therewith, including reasonabLeattorney fees.
B. Each owner hereby agrees that any and all actions in eguity orat law which are instituted to enforce any provision hereunder sha1l bebrought in and only in the District Court of Eagle County, State ofcolorado
C. Failure to enforce any provision of this Decl"aration shal1 notoperate as a waiver of any such provision, the right to enforce suchprovision thereafter, or of any other provision of this Declaration.
l-9. EXERCfSE OF RfcHTS. Any exercise of any right granted
hereunder by one owner with respect to the other owner's unit includingbut not linited to the use of any easenent granted herein shatt beexercised in a manner which shall not unreasonably hinder, impede or
impose upon such other olynerrs use of his unit.
20. SUCCESSORS AND ASS]GNS. Except as otherwise provided herein,this Declaration shall be binding upon and shalL inure to the benefit ofeach owner and the heirs, personal representatives, successors andassigns of each.
2L. SEVERABILITY. Invalidity or unenforceability of anyprovisions of this Declaration in whole or in part sha1l not effect thevalidity or enforceabl-e part of a provision of this Declaration.
22. cAPTIoNs. The captions and headings in this instrurnent arefor convenience only and sharl not be considered in construing anyprovisions of this Declaration.
1L
I
23. CONSTRUCTION. When necessary for proper construction, themasculine of any word used in this DecLaration shall- include thefeminine or neuter gender, and the singular the plural and vice versa.
TN WITNESS WHEREOF Declarant has executed this Declaration thisday of , i-995.
STATE OF COLORADO )) ss.
couNTY oF EAGLE )
Subscribed and sworn to before rne this
l-996 by",#6iln lftreller.
Witness rny hand and official seal.
My connission expires on:
day of
Notary Public
t2
EXHIBIT I'AII
TO PARTYWALL AGREEMENT AND DECLARATION OF COVENANTS,
CONDITIONS AND RESERVATTONS FOR
FINAL PLAT
A RESUBDTVISION OF LOT 3, BLOCK 2
VAIL VTLLAGE FILING NO. L2
TOWN OF VAIL, EAGLE COUNTY, COLORADO
L. Right of proprietor of a vein or lode to extract and rernove hisore therefrorn should the same be found to penetrate or intersectthe premises as reserved in United States Pat€nt recorded May 6,
l-9O5, in Book 48 at Page 273.
2. Right of way for ditches or canals constructed by the authorityof the United States as reserved in United States Patent recorded' May 6, L905, in Book 48 at Page 273.
3. Restrictive covenants which do not contain a forfeiture orreverter clause, but omitting restrictions, if any, based onrace, color, religion, or national origin, as contained ininstrument recorded August L5, !972, in Book 225 at Page BB andas amended in Instrument recorded September 25, 1972, in Book 225at Page 475.
4. Easements, reservations and restrictions as shown or reserved on /the recorded Plat of Vail Village Twelfth Filing.'
5. Easements, reservations and restrictions as shown or reserved onthe Amended Final Plat recorded October 1-4, L994 in Book 552 at
Page 633
6. Easenents, resbrvations and restrictions as shown or reserved.onthe PIat recorded I L99 in Book at
Page _.
7. Terms, conditions and provisions of Party l0alt Agreement recorded
, L99- in Book at Page
8. Terms, conditions and provisions of the Assessment forInstallation of the Rock Berm.
9. l-2 Foot common Access Easernent affecting a portion of SubjectProperty as shown on the plat recorded October l-4, !994 in Book652 at Page 633.
t_3
'Encroachnent of
on lruprovement'. Inter-Mountain
'tO Foot
Octoberportion
concrete pavenent
Locations certifl
Engineering, Ltd.,
L4, L994 in BooX 65?of said Eneroactment
into adjoining Lot 4'as .sho$nte dated October l-2, L995 byrroject No. 95-o5826.
t as created on PIat recordedat Page 533 al}ous for a
' '.,Revised 5/2/92
MATLTNG eoonnss e FO F''atv^t^tny Or
pnonB-41 5-5lfl
AppLIcANT,s REpRESENTATIVE Ross Der,s S" ,/ql6-?-ql.l
3:::, ffi:il'$"f 1.:*#, ::' *
4n Mu*le
HoNE 'l1t- 5t t1
B.
c.
(PLEASE PRINTA. APPTICANT
ADDRESS PHONE
PROPERTY O
OI|NER' S SI GNATT'RE
MAILING ADDRESS
D. LOCATION OF PROPOSAL:
STREET ADDRESS t5 o 3""*h F,n fts Cor.t
r,or-L a"oc*AsuBDrvrsrou vJV,rt*f /a rrLrNG t7
E.
F.
APPLICATTON FEE $1OO.OO
I{ATERIALS TO BE SUBMITTED:
t-/c.
A
dedicat,ed f5E c or conmon uses and otherimportant. features. A11 curves shall be circulararcs and shal1 be defined by the radius, centralangle, are scored distances and bearing. A1ldimensions, both tinear and angular, aie to bedetermined by an accurate control survey in thefield which must balance and close within a limitof one in ten thousand.
tlw".
North arrow and graphic scale.
A systematic identification of aLl existing andproposed buildings, rrnit.s, Io1-sr bloeks, ana nalxesfor all streets.
An identification of the streets, alleys, parks,and other pubLic areas or facilities as shown onthe plat, and a dedication thereof to the publicuse, An identification of the easement.s ai shownon the plat and a gran! thereof to the public use.Areas reserved for future public acquisition shallalso be strown on the plat.
A written survey description of the area includinqthe total acreage to the nearest appropriatesignificant figure. The acreage oi eattr lot orparcel sha1l be shown in this manner as well.
cHEcK *[CI|qY- talu)t'-
tt<p,"-,*k-* b'J"" V,tE;\i.. Two mylar copies and one paper copy of the subdivision €
plat shall be submitted to the Department of CommunityDevelopment. The plat sha1l include the foltowing:
t/a. The final plat shall be drawn by a registeredsurveyor in .India ink, or other substantialsolution, on a reproducible medium (preferablymyLar) with dirnension of tsrenty-four by t.hirt!-sixinches and shall be at a scale of one hundred- feetto one inch or larger with margins of one and one-. half to t.ero inches on the left and one-half inchon all other sides.
Accurate di.mensions to the nearest one-hundredthof a foot for all lines, angles and EilIGF-us€d todescribe boundaries, streets, setbacks, alleys,easementsr agrJ*ehllr,9F, areas to be reserved or
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FILING AND RECORDING
The Department of communit.y.Development wilr. record the platand any related covenants iritn tne- Eagre county-iierk andRecorder. Fees for recording shalf u6 puiO-lv't[.applicant. The cornmunity Derleropment Departrnent will retainone myrar copy of the pJ.at for tireir rec^ords a"a r:.rr .ec"iothe remaining mylar copy.
Revised 5/I/92
If -thl-s appllcatlon regulres a separate revlew by any local, State orFederaJ. l9_ency_other thin the Town of VaLI, the "pifi.ition fee sha]I belncreased by $200.0.0. Examples of such reviewr-lnarir".r"ae, but ire noiillmited to: colorado Department of Hlghway e"d"""'p"irits, Army corps ofEngineers 404, etc.
The applJ'cant shall_be r_esponslbre for payi.ng any publlshing fees whlchare in excess of 50t of the appltcati6n'fed. it,-.t the-appJ.icant.sreque-st, 3ny ma,tter .is postponea tor hearing. causing the rnai,i.er to bere-publlshed, thenr the entire fee for suctr ie-puuiicitron sharr b"-p.iJby.the applicant
ApplicatJ.ons deemed- by the conununlty Development Department to have?lgii,ft:llt- 9"_"lg' tand use or orher issues which ruy -ri."! i-"isniri;i"i:-mpact on the conununlty may require review by consultints other f,han townstaff. Shoul-d a deterrninalton be made by tlie town Jiair that an outsideconsultant ls needed to rev_iew any_appllcitLon. the c" *oniiyb;;.i;;;;;imay hire an outside consultantr-tf-shall estLrn"t" the amoirnt of moneynecessary _to pay- hl.m or her and thLs amount shall be forwarded to th6Town by the applicant at the time he files his application with thecommunity Dev-elopment Department. upon cornpretion 6i trre review of theapplication by the . conlultant, qni of tie funds forwarded by theappricant for palment of the consul.tint which have not been paid do theconsurtant shalr be returned to the appllcant. Expenses Lncu'rred by theTown in exceas of the anount forwarde'd by the apprici"i shall ue pai.a-tothe lown by the applicant withln 30 dayi of noiificatLon by the bown.
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on lruprovement'. Inter-Mountain
'tO Foot
Octoberportion
concrete pavenent
Locations certifl
Engineering, Ltd.,
L4, L994 in BooX 65?of said Eneroactment
into adjoining Lot 4'as .sho$nte dated October l-2, L995 byrroject No. 95-o5826.
t as created on PIat recordedat Page 533 al}ous for a
' '.,Revised 5/2/92
MATLTNG eoonnss e FO F''atv^t^tny Or
pnonB-41 5-5lfl
AppLIcANT,s REpRESENTATIVE Ross Der,s S" ,/ql6-?-ql.l
3:::, ffi:il'$"f 1.:*#, ::' *
4n Mu*le
HoNE 'l1t- 5t t1
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(PLEASE PRINTA. APPTICANT
ADDRESS PHONE
PROPERTY O
OI|NER' S SI GNATT'RE
MAILING ADDRESS
D. LOCATION OF PROPOSAL:
STREET ADDRESS t5 o 3""*h F,n fts Cor.t
r,or-L a"oc*AsuBDrvrsrou vJV,rt*f /a rrLrNG t7
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F.
APPLICATTON FEE $1OO.OO
I{ATERIALS TO BE SUBMITTED:
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dedicat,ed f5E c or conmon uses and otherimportant. features. A11 curves shall be circulararcs and shal1 be defined by the radius, centralangle, are scored distances and bearing. A1ldimensions, both tinear and angular, aie to bedetermined by an accurate control survey in thefield which must balance and close within a limitof one in ten thousand.
tlw".
North arrow and graphic scale.
A systematic identification of aLl existing andproposed buildings, rrnit.s, Io1-sr bloeks, ana nalxesfor all streets.
An identification of the streets, alleys, parks,and other pubLic areas or facilities as shown onthe plat, and a dedication thereof to the publicuse, An identification of the easement.s ai shownon the plat and a gran! thereof to the public use.Areas reserved for future public acquisition shallalso be strown on the plat.
A written survey description of the area includinqthe total acreage to the nearest appropriatesignificant figure. The acreage oi eattr lot orparcel sha1l be shown in this manner as well.
cHEcK *[CI|qY- talu)t'-
tt<p,"-,*k-* b'J"" V,tE;\i.. Two mylar copies and one paper copy of the subdivision €
plat shall be submitted to the Department of CommunityDevelopment. The plat sha1l include the foltowing:
t/a. The final plat shall be drawn by a registeredsurveyor in .India ink, or other substantialsolution, on a reproducible medium (preferablymyLar) with dirnension of tsrenty-four by t.hirt!-sixinches and shall be at a scale of one hundred- feetto one inch or larger with margins of one and one-. half to t.ero inches on the left and one-half inchon all other sides.
Accurate di.mensions to the nearest one-hundredthof a foot for all lines, angles and EilIGF-us€d todescribe boundaries, streets, setbacks, alleys,easementsr agrJ*ehllr,9F, areas to be reserved or
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FILING AND RECORDING
The Department of communit.y.Development wilr. record the platand any related covenants iritn tne- Eagre county-iierk andRecorder. Fees for recording shalf u6 puiO-lv't[.applicant. The cornmunity Derleropment Departrnent will retainone myrar copy of the pJ.at for tireir rec^ords a"a r:.rr .ec"iothe remaining mylar copy.
Revised 5/I/92
If -thl-s appllcatlon regulres a separate revlew by any local, State orFederaJ. l9_ency_other thin the Town of VaLI, the "pifi.ition fee sha]I belncreased by $200.0.0. Examples of such reviewr-lnarir".r"ae, but ire noiillmited to: colorado Department of Hlghway e"d"""'p"irits, Army corps ofEngineers 404, etc.
The applJ'cant shall_be r_esponslbre for payi.ng any publlshing fees whlchare in excess of 50t of the appltcati6n'fed. it,-.t the-appJ.icant.sreque-st, 3ny ma,tter .is postponea tor hearing. causing the rnai,i.er to bere-publlshed, thenr the entire fee for suctr ie-puuiicitron sharr b"-p.iJby.the applicant
ApplicatJ.ons deemed- by the conununlty Development Department to have?lgii,ft:llt- 9"_"lg' tand use or orher issues which ruy -ri."! i-"isniri;i"i:-mpact on the conununlty may require review by consultints other f,han townstaff. Shoul-d a deterrninalton be made by tlie town Jiair that an outsideconsultant ls needed to rev_iew any_appllcitLon. the c" *oniiyb;;.i;;;;;imay hire an outside consultantr-tf-shall estLrn"t" the amoirnt of moneynecessary _to pay- hl.m or her and thLs amount shall be forwarded to th6Town by the applicant at the time he files his application with thecommunity Dev-elopment Department. upon cornpretion 6i trre review of theapplication by the . conlultant, qni of tie funds forwarded by theappricant for palment of the consul.tint which have not been paid do theconsurtant shalr be returned to the appllcant. Expenses Lncu'rred by theTown in exceas of the anount forwarde'd by the apprici"i shall ue pai.a-tothe lown by the applicant withln 30 dayi of noiificatLon by the bown.
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Hun--t-l#,r_g#g,n"Chen-Northern, Inc.
Chen€Nortlrern.lnc.Consulting Eng neers and Scaenlrsts
5080 Road 154
Glenwood Sprangs. Co orado 81601
303 945,7458
303 945-2363 tucsimile
SUBSOIL STUDY FOR FOUNDATION DESIGN
I.oTS 3 AND 4, BI.OCK 2, FILING 12
BOOTH FALI.S COURT
VAIL VILI.-A,GE
VAII. CO[.ORADO
APRIL 19,1994
JOB NO. 4 235 94
I
PREPARED FORI
J.HN MUELT,.ER
I lro rmnwai nruve
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I A member of thefElElsroup ot companies
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Chen€Northern,lnc.
I April 1e, 1e94
I lfi i:it$Bi'i;
Vail CO 81657
t Subject: Subsoil Study for Foundation Design, hts 3 and 4, Block 2, Filing 12, Booth
Falls Court, Vail Village, Vail, Colorado
I Job No. 4z3s s4
I Dear Mr. Mueller:r
As requested, we have conducted a subsoil study at the subject sites, located southeast of
I the cui-de-sac on Booth Falls Court.
Subsurface conditions encountered in the exploratory borings drilled near the middle of the
I site consist of about 1 l/2 feet of clayey ,und toproit ou"rfing medium dense clayey sandr and dense sandy gravel containing cobbles and boulders. Groundwater was not encountered
in the borings at the time of drilling.
I Residences constructed on l,ots 3 and 4 can be founded on spread footings placed on the
r natural gravel subsoils and designed for an allowable bearing pressure of 4000 psf.r
The report which follows describes our investigation, summarizes our findings, and presents
r our recommendations. It is important that we provide consultation during design, and field
I services during construction to review and monitor the implementation of the geotechnical
recommendatlons.
I If you have any questions regarding this report, please contact us.
I Sincerely,
I
CHEN-NORTHERN. INC.l///,-.*,2 e4---
I Thomas L. Allen, P. E.
Rev. By: SRH
I rLA/tr
I
I A member ot tnefiilElsroupor companies
Consulting Engrneers and Scientists
5080 Road 154
Glenwood Sprrngs, Colorado 81601
303 945 7458
303 945-2363 Facsrnrle
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY
PROPOSED CONSTRUCTION
SITE CONDITIONS
GEOIOGIC HAZARDS
FIEI.D EXPLORATION
SUBSURFACE CONDITIONS
DESIGN RECOMMENDATIONS
FOUNDATIONS
FOUNDATION AND RETAINING WALIS
FI-OOR SI-ABS
UNDERDRAIN SYSTEM
SITE GRADING
SURFACE DRAINAGE
LIMITATIONS
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPIORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - GRADATION TEST RESULTS
CI.A.SSIFICATION OF SOILS FOR ENGINEERING PURPOSES
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PIJRPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for proposed residences to be
located on lots 3 and 4, Block 2, Filing 12, Vail Village, Vail, colorado. The project site
is shown on Fig. 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our agreement for
geotechnical engineering services to John Mueller, dated April 7,7994.
A field exploration program consisting of exploratory borings was conducted to obtain
information on subsurface conditions. Samples obtained during the field exploration were
tested in the laboratory to determine engineering characteristics of the on-site soils. The
results of the field exploration and laboratory testing were analyzed to develop
recommendations for foundation types, deptbs and allowable pressures for the proposed
building foundations. The results of the field exploration and laboratory testing are
presented in the report.
This report has been prepared to summarize the data obtained during this study and
to present our conclusions and recommendations based on the proposed construction and
the subsoil conditions encountered. Design parameters and a discussion of geotechnical
engineering considerations related to construction of the proposed residences are included
in the report.
PROPOSED CONSTRUCTION
At the time of our study, design plans for the residences had not been developed.
We assume the residences will be multi-level wood frame structures and excavation for the
buildings will have a maximum cut depth of one level, about 10 feet below the existing
ground surface. For the purpose of our analysis, foundation loadings for the structures were
assumed to be relatively light and typical of the proposed type of construction.
When building location, grading and loading information have been developed, we
should be notified to reevaluate the recommendations presented in this report.
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SITE CONDITIONS
Lots 3 and 4 are located southeast (downhill) of the cul-de-sac on Booth Falls Court.
The properties are located in moderate to steep hilly terrain with slopes down toward the
south and west. Total elevation change across the lots is about 25 f.eet. Some fill has been
placed along the downhill side of the cul-de-sac. Vegetation consists of grass, weeds and
small aspen trees.
GEOLOGIC HAZARDS
The lots are located in a severe rockfall haz,ard area as mapped by Schmueser and
Associates, 1984. We understand rocKall hazard mitigation structures have been
constructed upslope (northeast) of the property. An evaluation of the current rocldall
hazard on the site is beyond the scope of our work.
FIELD EXPLOR.ATION
The field exploration for the project was conducted on April 6, lgg4. Three
exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the subsurface
conditions. The borings were advanced with 4-inch diameter continuous flight augers
powered by a track-mounted CME-45 drill rig. The borings were logged by a representative
of Chen-Northern, Inc.
Samples of the subsoils were taken with a 1 3/8-inch spoon sampler, The sampler
was driven into the subsoils at various depths with blows from a 140-pound hammer falling
30 inches. samples of the subsoils were taken with I 3/8-inch and 2-inch I.D. spoon
samplers. The samplers were driven into the subsoils at various depths with blows from a
140-pound hammer falling 30 inches. This test is similar to the standard penetration test
described by ASTM Method D-1586. The penetration resistance values are an indication
of the relative density or consistency of the subsoils. Disturbed bulk samples of auger
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cuttings were also obtained. Depths at which the samples were taken and the penetration
resistance values are shown on the t-ogs of Exploratory Borings, Fig. 2. The samples were
returned to our laboratory for review by the project engineer and testing.
SUBSI.JRFACE CONDITIONS
The subsoil conditions encountered at the site are shown graphically on Fig, Z. The
subsoils on I-ot 3 consist of about I l/2 feet of topsoil overlying relatively dense, silty to
clayey sandy gravel containing cobbles and boulders. About 4 feet ofmedium dense clayey
sand was encountered above the dense gravel on l-ot 4 (Boring 3). Drilling in the dense
gravel with auger equipment was difficult due to the cobbles and boulders and drilling
refusal was encountered in the deposit. Multiple attempts were made to advance the
borings.
Iaboratory testing performed on samples obtained from the borings included natural
moisture content and gradation analyses. Results of gradation analyses performed on small
diameter drive samples (minus I ll2-inch fraction) of the natural coarse granular soils are
shown on Fig. 4. The laboratory testing is summarized on Fig. 2.
No free water was encountered in the borings at the time of drilling and the subsoils
were slightly moist to moist.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsoil conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the buildings be founded with spread
footings bearing on the natural sandy gravel soils.
The design and construction criteria presented below should be observed for a spread
footing foundation system. The construction criteria should be considered when preparing
project documents.
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Footings placed on the undisturbed natural gravel soils should be designed for an
allowable soil bearing pressure of 4000 psf. Based on experience, we expecr
settlement of footings designed and constructed as discussed in this section will be
about 1 inch or less.
The footings should have a minimum width of 16 inches for continuous walls and
2 feet f.or isolated pads.
Exterior footings aad footings beneath unheated areas should be provided with
adequate soil cover above their bearing elevation for frost protection. Placement of
foundations at least 48 inches below exterior grade is typically used in this area.
continuous foundation walls should be reinforced top and bottom to span an
unsupported length of at least 10 feet. Foundation walls acting as retaining
structures should also be designed to resist lateral earth pressures as discussed in the
"Foundation and Retaining Walls" section of this report.
All existing fill, topsoil, clayey sand soil, and any loose or disturbed soils should be
removed and the footing bearing level extended down to relatively dense natural
granular soils. If water seepage is encountered, the footing areas should be
dewatered before concrete placement.
A representative of the soil engineer should observe all footing excavations prior to
concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALI-S
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount ofdeflection should be designed for a lateral earth
pressure computed on the basis of an equivalent fluid unit weight of 45 pcf for bacldill
consisting of the on-site granular soils. Cantilevered retaining structures which are separate
from the residences and can be expected to deflect sufficiently to mobilize the full active
earth pressure condition should be designed for a lateral earth pressure computed on the
basis of an equivalent fluid unit weight of 40 pcf for backfill consisting of the on-site
granular soils.
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All foundation and retaining structures should be designed for appropriate surcharge
pressures such as adjacent footings, traffic, construction materials and equipment. The
pressures recommended above assume drained conditions behind the walls and a horizontal
backfill surface. The buildup of water behind a wall or an upward sloping backfill surface
will increase the lateral pressure imposed on a foundation wall or retaining structure. An
underdrain should be provided to prevent hydrostatic pressure buildup behind walls.
BacKill should be placed in uniform lifts and compacted to at least 90Vo of. the
maximum standard Proctor density at a moisture content near optimum. Backfill in
pavement areas should be compacted to at least 95Vo of the maximum standard Proctor
density. Care should be taken not to overcompact the backfill or use large equipment near
the wall since this could cause excessive lateral pressure on the wall. Some settlement of
deep foundation wall backfill should be expected even if the material is placed conectly and
could result in distress to facilities constructed on tbe backfill.
The lateral resistance of foundation or retaining wall footings will be a combination
of the sliding resistance of the footing on the foundation materjals and passive earth
pressure against the side of the footing. Resistance to sliding at the bottoms of the footings
can be calculated based on a coefficient of friction of 0.50. Passive pressure against the
sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The
coefficient of friction and passive pressure values recommended above assume ultimate soil
strength. Suitable factors of safety should be included in the design to limit the strain which
will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed
against the sides of the footings to resist lateral loads should be a granular material
compacted to at least 95Vo of the maximum standard Proctor densiw at a moisture content
near optimum.
FLOOR SI.ABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly to
moderately loaded slab-on-grade construction. To reduce the effects of some differentiat
movement, floor slabs should be separated from all bearing walls and columns with
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expansion joints which allow unrestrained vertical movement. Floor slab control joints
should be used to reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the designer based on experience
and the intended slab use. A minimum 4-inch layer of free-draining gravel should be placed
beneath basement level slabs to facilitate drainage. This material should consist of minus
2-inch aggregate with less than 507a passing the No. 4 sieve and less than ZVo passing the
No. 200 sieve.
All fiU materials for support of floor slabs should be compacted to at lewt 95Vo of
ma,,rimum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site gravels devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in mountainous areas that local perched groundwater may develop during times
of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create
a perched condition. we recommend below grade construction, such x5 lslsining u/alfu,
crawl space and basement areas, be protected from wetting and hydrostatic pressure buildup
by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade
and sloped at a minimum 17o to a suitable gravity outlet. Free-draining granular material
used in the underdrain system should contain less than ZVo passing the No. 200 sieve, less
than 50Vo passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel
backfill should be at least 2 feet deep.
SITE GRADING
The risk of construction induced slope instability at the site appears low provided cut
and fill depths are limited. We assume the cut depth for the basement levels will not
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exceed one level, about 10 feet. Fills should be limited to about 8 to 10 feet deep.
Embankment fills should be compacted to at least 95To of the maximum standard Proctor
density near optimum moisture content. Prior to fill placement, the subgrade should be
carefully prepared by removing all vegetation and topsoil and compactingto 95Vo standard
Proctor density. The fill should be benched into the portions of the hillsid e exceedinga}To
grade.
Permanent unretained cut and fill slopes should be graded at 2 horizontal to
1 vertical or flatter. The risk of slope instability will be increased if seepage is encountered
in cuts and flatter slopes may be necessary. If seepage is encountered in permanent cuts,
an investigation should be conducted to determine if the seepage will adversely affect the
cut stability. This office should review site grading plans for the project prior to
construction.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residences have been completed:
1) Inundation of the foundation excavations and underslab areas should be avoided
during construction.
2) Exterior bacKill should be adjusted to near optimum moisture and compacted to at
least 95Vo of the maximum standard Proctor density in pavement and slab areas and
to at least 90Vo of the maximum standard Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be sloped to
drain away from the foundation in all directions. We recommend a minimum slope
of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches
in the first 10 feet in paved areas. Free-draining wall backfill should be capped with
about 2 feet of the on-site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all bacldill.
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LIMITATIONS
This report has been prepared in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no other warranty
either expressed or implied. The conclusions and recommendations submitted in this report
are based upon the data obtained from the exploratory borings drilled at the locations
indicated on Fig. 1, the proposed type of construction and our experience in the area. Our
findings include interpolation and extrapolation of the subsurface conditions identified at
the exploratory borings and variations in the subsurface conditions may not become evident
until excavation is performed. If conditions encountered during construction appear to be
different from those described in this report, we should be notified at once so re-evaluation
of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technical interpretations by others of our exploratory information
which has not been described or documented in this report. As the project evolves, we
should provide continued consultation and field services during construction to review and
monitor the implementation of our recommendations, and to verifo that the
recommendations have been appropriately interpreted. Significant design changes may
require additional analysis or modifications of the recommendations presented herein. We
recommend on-site observation of excavations and foundation bearing strata and testing of
structural fill by a representative of the soil engineer.
Sincerely,
CHEN.NOR
Reviewed
, Allen,
By
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Stan Helenschmidt
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APPROXIMATE SCALE
1'= 30'
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APPROXIMATE
NOR]H
LOT 2
\ PRoPERTY--
BoUNDRRTES
\
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BOOTH
FALLS
COURT
LOT 3
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BORING 2
O BORING 1
LOT 4
4 235 S4 Huntingdon LOCATION OF EXPLORATORY BORINGS Flr. 1
BORING 1 BORING 2 BORING 3
LOT 4LOT 3
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so/E
WC=5+4=54
-2OO = 12
10
Explonotion of symbols presented on Fig. 3.
4 255 94 Huntingdon LOGS OF EXPLORATORY BORINGS rE2
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LEGEND
A TOPSOIL, cloyey sond, with cobbles ond boulders, soft, moist, brown.
; SAND (SC); ctoyey, grovetly, medium dense, molst, brown, slightty orgonic.
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FH GRAVEL (GC); sondy, wlth cobbles ond boulders, dense, moist, dork brown.tE
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I I Disturbed Bulk Somple
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I Drive Somple, Stondord Penetrotion Test, 1 3rl8-inch spllt spoon somple.
Drlve somple blow count. Indlcotes thot 9O blows of o 140-90/6 pound hommer folling 30 inches were required to drive the
Split Spoon sompler 6 inches.I
I Procticol Rig Refusol
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NOTES
1. Explorotory borlngs were drilled on April 6, 1994 with o 4-lnch
diometer continuous flight power ouger,
2, Locotions of explorotory borings were moosured opproxlmotely by pccing
from feotures shown on the site plon provided.
3. Elevotions of explorotory borings were not meosured ond Logs of
Explorotory Borings ore drown to depth.
4. The explorotory boring locotlons ond elevotlons should be considered
occurote only to the degree implied by the method used.
5. The lines between moterlols shown on the explorotory boring logs represent
the opproximote boundortes between moterlol types ond the tronsitions moy
be groduol.
6. Ground woter wos not encountered in the borings of the time of drilling.
LABORATORY ]ES]'ING RESULTS
WC:Woter Content (fl
DD:Dry Density (pcf)
*4:Percentoge retolned on f4 sieve
-2O0:Percentoge posslng No. 200 sleve
4 235 94 Htrntingdon LEGEND AND NO]ES ns. 3
HR 7 HR.
MIN 15 MIN.60 MIN. 19 MIN 4 MIN
70
tuo
z
840
DIAMETER OF PARTICLE IN MILLIMETERS
CLAY TO SILT
GRAV€L 54 %SAND 34 qr STLTANDCLAY 12
*
"aorr,arrY
rNoEX
sandy gravel FFoM Boring
%
%
3at5
LIOUID LIMIT
SAMPLE OF nl rrrarr9IUJLJ feet
oz
Fz
o
.oH
50d
z
60o
70
.oo5 mg
DIAMETEB OF PARTICLE IN MILLIMETERS
CLAY TO SILT
GRAVEL C5 SILT AND CLAY
PLASTICITY INOEX
FROM
LIOUID LIMIT
SAMPLE OF
HR
TANDAAO SERIES
'40'30 '16
4 235 94 Chen€Nortlrcm.lnc GRADATION TEST RESULTS Fig. 4
t
I
I
t
I
I
I
I
I
I
I
I
I
I
I
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I
T
t
. CI.ASSIFICATION OF SOILS FOR ENGINEERING PURPOSESchen'Northern' lnc' - - o"t, Designarion: D 2482-83'*'-lFiBr-"- (Based on unified soit classification sysrem)
Sbil Classificltion
Criteria lo. Assig.ring G(oup Symbols snd Group Nam€s Using Laborsiory Tests.
$.ofo, H"re.
CoErso-Gaslned Soils
Moro than 50% rotlined on
No. 2@ si€ve
G.avels
More than SO soarse
fraction r€tained on
No. ,l siev€
Clean Gravels
Lsss than 5.* lines'
Cu>4 and t s:Ccsr GW Well gnded grrwt'
Cu<4 and/or 'l>C6>3 GP Poorly gndsd gravef
Grav€ls with Fi^es
Mo.e than 1?% finoss
Fines classity as ML or MH Silty g.!vcl'.'
Fines classily as CL o/ CH GC Clayey gr8r€f . "
Sands
5O9! or mo.e ot coarse
lrlction passes No-
4 Sieve
Cl€En Sands
Less lhan sqb lineso
Cu>g snd l<CCSS sw Well-g6dsd sand,
Cu<6 andlo. l>Cc>3 Poorly grrded sand'
Sands with Fines
More lhan 12* fineso
Fines classity as ML or MH Silly sand ''
Fines classily rs CL ot CH Clayey $ndo''
Fine.Grained Soils
soqg or mor€ oass€s the
No. 20O sieve
Silts lnd Clays
Liquid limit less lhan 50
inorganac Pl>7 and plots on o. above
"A" lin€'
Lean chla ' '
Pl<,| or plots below "A-
line'
sirr . .
o.9anrc !!9.e!.d-!El-:9!s4!9!.,l,. oL
Liouid limit - not d(ied -- '-Organic c|8). " '
Organic ailt" " o
Sills End Clays
Liquid limit 50 or more
inorganrc Pl plols on or abov3 'A'line CH F8t clay'( "
Pl plols below "A'line Elashc ailt"'
or9anrc Liouid limil - oven drred -^ --tGiaii;ii-:;;ia;;d "')OH Organic clay'"'
Organic silt"'o
Highly o,98nic soils P.imarily organic malter. da.k in color, and o.ganic odo.
'8atad on tha rrt:r!.irr pr$ing tha 3nn. (?tnfl) !,ava.tl tiald t:mplG cont.ina€ colDt63 o. bout{arr. o. bolh.
.dd 'l,ilh cobuat o. Doolidc.t, or both_ tO eroug nan!
'Crrvala ri0r Sto t2i linat iaqui.a dv.t lrynbart:
GW.GU w.lljra<lao gr.vcr wirh rin
GW-GCw.lltr.d.d 9.rv.l *ith cr.y
GP-GM 9oo.ty 9rldad g..vct rirtr ritt
GP6C aoony !r.d.d 9..v.1 *ltl1cr.y
'Sandt wilh 5 to llt linaa roquiaa duat tydbott:
sw-su e.r|{r&t o 3.nd with tlr
sw-sc a.ij..dco 3.6d *irh cray
SP.SM poo.ly graatao arnd wiln ril
SP-SC qoony Or|<'cd t!^d slln elay
.-.-^ ,^ ---(orl'"" - o.. o;
'll loil conlain3 :15!a.rnd, add _w.rh 3r.l{t to group
'll li6at Claasily at CL-Ml. u5. dult iymbor GC-GM. o.
sc.sM.
-ll linr! a.! or9anic, add rth o.grnrc t'n!! ro grouo
'll rdl co.lrint :l5.f, g.aral. add 'srh g..vcf to g.ouq
'll all"rbcrg hmnt plot i6 harchao rrcr. roil i!. cl-ML,
3 ly cLy
'll loil aoottm3 15 ro 29i Dlut l{o. mO. ad<t -ilh ra.d o.-r$ g.rv.l-. whicnavar ra p.edo6id^t
1l torl cont.ina :Iltplut No. 200. 0.a<tooin.niy $n<1.
add t .rdy_ lo g.out naha-
-ll to'l co.tarnr a3ol plut No 20O. p.adoftidatly g.aval.
rdd -g.aYatly to9.ou9 nam!
'Pl>{ ar5 plot| o.1 o. aDov! _A- ti.!
'A<a Otr Olotr Dclor _ - lin!,
'Pl plotio.| o..!ov! -A ti^€.
cPt otot' b.row _A_ ti.ra
SIEVE ANALYSIS
| ".^een.,n I s,eue no.
x40
uJ
z
i30
o
tra<20
ttt 10
7
4
!o ro 5 ra 0.5 oro
PAAT|CI-E StZE IN MILTIMEI€NS
.0 50 60 70
Lrouro LIM|T (LL)
0.0?5
Fo. d.aaaicalka oa t*inffiffi.r.
io|.
t{oiizontll !t Pl = a to L
than Pl = O73 (lL-2Ol
frtH..t |'rd
!f,la.frri.rad
-*9",5 '/= 25 5.
o+.dt
Equ.LF o, 't
v..l€lt ar LL
(rL€)o+,/
v
ov
MHO roH
ML OL
", =*=;ji= - ".- ujft.r-#-r!i=rc