HomeMy WebLinkAboutBIGHORN 3RD ADDITION BLOCK 9 LOT 9 LEGAL$.tr,or11
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TOWN OF VAIL
Category Number o"," l0 lq q+
Proiect Name:
Building Name:
Project Description:
Owner, Address and Phone:
6ftn4
ArchitecVContact, Address and Phone:
Lesal Descripti on:tot n awct< 4 suooiuision
'{hCrf\t:i1r\ 4€ Zone District (L
Project Street Address :
\ Board lStannctron-\=---- vote: 4'- oMotion by;
Seconded by:
ftAnnrovat (Cort*rtt)
E Disapproval
I Statf Approval
Conditions:
t.rle.A 7l74lg4
DESIGN REVIEW
Oo
BOARD APP I,ICATION - rOWN OF
DATE RECETVED:
VAIIJ,
a meeLs and boundson a separate sheet
leqaI
and attach
RADO
SEi' 2 C
DATE OF DRB MEETING:
!t*****!t***
Y
*!r********
Block
i]IPi
I.
A.
($20.00)
($0)
PR.OJECT TNFORMATION:
DESCRTPTION:
EI TYPE OF REVIEW:
New Construction (9200.00) Minor AlterationaddiLion ($50.00) Fcorr"*pC"ii-n..ri",l, t -- ---^ -e
D.
ADDRESS:
I,EGAL DESCRIPTT
Subdivision
ff property is described bydescripEion, pleiase prowid-Lo this application.
F
F.
ZONING:
NAME OFMailing APPLICANT:
Af.dress:
NAME OF APPLICANT'S Fii-LMailAddress:e
I.
,J.
APPLICATIONS WILL NOT BE PROCESSED WITHOT]T OWNER'S STGJVA?URA
Condominium Approval if app1i.cable.
DRB FEE: DRB fees, as shown above,! are to be paid at theLime of submirEal. of Lhe DRB app:-ilation. --d[el, ,frenapplying for a building permi,t,-plbase idenbify-ih" u.e,r.uc.valuation of the proposal . ?he iown of Vaif wift adjust Lhefee according to the table below, to ensure t.he correct feers paLct
FEE SCHEDULE:
VAIJUATION$ o $ 1o.oon
$ 10, 001 _ $ s0, 000$ 50, 001 - $ 150, 000
$1s0,001 - $ s00,000
9500, 001 - 91, 000, 000$ Over $1,000,000
DESIGN REVIEW BOARD APPROVAI EXPIRES
APPROVAIJ I]NIJESS A BUTIJDING PERMIT ISIS STARTED.
FEE
$ ;o:oo
$100.00
$200.00
$400.00
$s00.00
ONE YEAR AFTER FTNAL
ISSUED AI{D CONSTRUCTION
?trlt
'r+ll.t1
NAME qF O TNER(S) :
Addre
rr oo
A pre-applicat.j-on meet.ing wit.h a member of the planningst,aff is encouraged t,o determine if any additionalapplication information is needed. It is the applicant,sresponsibility to make an appoinEment wit,h the staff todetermine i-f there are additional submitbal reguirements.Please note that a COMPLETE application will sLreamline thereview process for your project.
IIL IMPORTAIIilI NOTICE REGARDING AIJIJ SUBMISSIONS TO THF DRB!
A.' In addition t.o meeLing submitt.aL requiremenLs, theappficanL must stake and tape the projecL site tolndicaLe property lines, building lines and buildingcorners. A11 t.rees Lo be removed musi- be Eaped. AllsiLe tapings and sEaking must, be eompleted prior t.o the
DRB site visiL. The applicant must ensure tbat stakingdone during the winLer is not buried by snow.
B. The review process for NEW BUIIJDINGS normally requires' t\lro separate meeLings of Lhe Design Review Board:.aconceptual review and a final review.
C. Applicants who fail to appear before Ehe Design ReviewBoard on their scheduled meeting dat.e and who have notasked in advance Lhat. discussion on Eheir item bepost.poned, will have thei-r it.ems removed from t.he DRBagenda unLil such Lime as Lhe item has beenrepublished.
D. rhe foLlowing items may, at the discretion of thezoning adminj-sLrator, be approved. by the CommunityDevelopment Departmerjl staff (i.e. a formal hearinqbefore the DRB may noL be required) :
a. windows,.skylighrs and sirnilar exterioi changeswhj,ch do noL alter Lhe existing ptane of thebuilding; and
b. Building addiLions nor visible from any oLher lotor public space. AL the time such a proposal issubmitted. applicanLs must include letters fromadjacent propert.y owners and,/or from the agent foror manager of any adjacent condominium associationsLaLing the assocj,aLion approves of the addit.ion.
E. If a property is locaLed j,n a mapped hazard area (i.e.snow avalanche. rockfall, flood plain, debris f1ow,wetland, eLc.), a hazard study must. be submitted andthe owner must sign an affi.davit recognizing the hazardreporE. prior Lo the issuance of a building permit.Applicants are encouraged t.o check with a-town plannerprior to DRB application to determine the relationshipof the property Lo all mapped hazard.s.
F. For aLl_ resident.ial construcLion:
a. Clearly indicate on Lhe floor plans the insideface of t.he ext.erior sLrucLural walls of t.hebuilding; and
b. Indicate with a dashed li-ne on E.he site plan afour foot distance from t.he exterior face of thebuilding walls or support.ing columns.
G. If DRB approves the applicat.ion with conditions ormodifications, aII condiLions of approval musE. beaddressed prior Lo Lhe application- ior a buildingpermi t .
MD - LLs?
r.v ls.d, 7 | 14/94 T0cr rtee4to
BOARDDESIGN REVIEW APPLICATION . TOWN OF VAII-,, COLORADO
DATE RECETVED:
DA?E OF DRB MEETING:**********
APPLICATIONS MAY
PROJECT TNFORMATION:
DESCRIPTION:
*****t***!aI.
A.
r>TYPE OF REVIEW:
c.
D.LEGAL DESCRIPTTO
Subdivision
If property is described bvdescription, pleiase providLto t.his applicaLion.
ZONING:
a meet.s and boundson a separat.q sheet
1ega1
and aLLach
F
F.NAME OF
Mail5-ng
APPLICANT:
Address:
NAME OF APPIJICANT'S PREMailsAddress:o
t-l .NAME OF OWNER(S):
OI^INER (S SIGNATURE:
Maili Address:
CD
/(2-a&42'--"-------
qgA
Phone
I.
'J.
APPLICATIONS WILL NOT AE P8OCESSED WITHOU" OWNER'S STGJVA?UR.S
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above,\ are to be paid at EheLime of submirr.al.of . rhe DRB appribieio". --lllei, r^,tenapplying for a buirding permic,-prbase ident,ify Lhe accuraLevaluat,ion of Lhe p{oposat. The iown of vail wilt adjust thefee according Lo the eable below, t.o ensure the correct feeis paid
FEE SCHEDULE:
VALUATION
$ 0 $ i0,000$ 10, 001 $ 50, 000s 50, 001 - $ 150, 000
$150, 001 - $ s00. 000
$500, 001 - 91, 000, 000g over $1, 000, 000
DESIGN REVIEW BOARD APPROVAL EXPIRESAPPROVAL I'NIJESS A BUTIJDING PERMIT ISIS STARTED.
FEE
$ s0.00
$L00.00
$200.00
$400.00
$s00.00
ONE YEAR AFTER FINAL
ISSUED AND CONSTRUCTION
gevised 5/Z/92
APPLrca,TroN FOR ' *c:l 1 tig{
DUPTEX SUADIVISTON RET'IIEIT(Chapter L7.24 Vail Municipaf --CoOe),.
I , ,,,., ,;.V]. U['f i,,' -;r'i':::l' J-'t 'a
-(PLEASE PRINT OR TYPE)A. NPLACANT
.*'"W:iffss;; e !4e( €'ffi TLt '
D.
B.
c.
APpLTCANT, s REpRnsEurarrvn S*ld F_ l/resso,t)
ADDRESS
PROPERTY OWNER
MATLING ADDRESS
LOCATION OF PROPOSAL:
sTREET ADDRESS 4M
"or-l-rr,ocr<_L suBDrvrs roN rrr,rwe 3
APPLICATION FEE $1OO.OO
MATERIALS TO BE SUBMITTED:
L.Two mylar copies ancl one nar.r6r ,.,^hr, ^€ r-r^^ ___L_t! ,
^1.*. 6h^r.r r._^ _-_' alg. ole pap.er copy of the subdivisronplat shalt be suLDdretr}nmanr- .F":*:T'^.:o^l?,lhg Department of CommunityD{relopment.he plat shal1 include ttre roifo;;;g,
, Accurate dimensions to the nearest one*hundredth
::^i_f::r_fo. .ur+ lines, .rsi;;-;;d";;#;"ilE5".o
easements, struct,ures, areas to be reserved or?:9i:.?!"9 for public o, .o*.o.,-rrlu" and orherrmportant features. Al1 curves shall Ue c:_icufararcs and shall be defined by the radius, a;;i;i-angle, are scored distancas-und-baaring. AIIdimensions, both linear ;; ;;;"i"r, are ro be
3?:?:^.'.1:9-bv .l accurare .o;r;;i-;;,;;; i; fi.
I*.11^'l_tclr mu95 narince-a;;";i;;.";ii;i"t; iiTi.of one in ten thousand.
c. North arrow and graphj_c sca1e.
d, A syst.ematic_ identification of alL existingproposed buildings, units, 1ots, blocks, uiOfor all slreets.
An identification of Lhe st.reets, alteys, parks,and other public areas or faciliti." ai !r,'rrr--.it.he plat, and a dedicatio" tnui.of to the p"Ufi"use. An identification of the easements as shoe,rnon the plat and a grant thereof t"o the pubtic use.Areas reserved for future public acguisitio" "r.ifialso be shown on the plat.
A writ.t.en survev description of the area including:l:_!:!11 3"1gusu to rhe nearesr appropriaresr-gnlrtcant figure. The acreage of-eain 1ot orparcel shall be shown in this ,iur,r,., as wel"L -
CHECK UL/
6&'t
l-,
il.
d<'r'
,4L/
and
names
T'
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t\
PERMrrNo. 002535
Contractor's copy to be kept on iobsite.
TOWN OF VAIL
PUBLIC WAY PERMIT
IOI.DOX III RBIIID.LOT 9, tLK 9, EIGBORH 3RD 4145 SPRI,CE I{AI1.
2.DETIXA COTI$IRUCTIOI{
(Job Name or Loca{on ol Work)
P0 BOI tl98 A1rr0N, CO' 81620 524-7871 347-B
H
I
Eo
oo
I
ti
I,}
=
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I.t
3
(Excav"aiing Contractols Name, Address, Phdne, and Llcenss No.)
s EPHONE CABLEW OTHER
PORARY SITE ACCESS
permitFee t75.00 SOND 11,300.00 IOTAL ff375.00
Bill to:
Paid:JAIIIL' Tttxxrm.L Receiot #:rpffi
INSPECTION REMARKS:
SKETCH PLAN OF WORK ATTACHED
t
APPLICATION FOR
TOWN OFVATL ' ,..-7
PUBLIC WAY PERMIT P I ?
t
i.JL.-1 .-U( (*
Job Name
5.- Trench-width
(min. 4')
Legal Descrjption
i: .,- r)
.l
(!Length
7.
t.)
t-3
L
10.
't1.
12.
BondAmount* Y.s\'-
permitFee$ \F,* Totatpermitre"E \"\ltW
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 of routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow one week to
7* zr: -7\Upper Eagle Valley Water and Sanitation (476-7480b:
i ;.*o: '. Public Sdrvice Company (1-800-922-1987)
PSCO-Natural Gas Group (a68-2528) r I '
Holy Cross Electric Company (949-5892
, d :"'u.s. west (1-8oo-922-1987\
TCI Cablevision of the Rockies (949-5530)
Town of Vail:
lrrigation (479-2161)Electricians (479-21 7 1)
Public Works (47 9 -21 58)
THERE WILL BE NO TOTAL STREET CLOSURES! A construction tratfic control plan must be approved by the
Public Works Department prior to issuance of the permit.
All excavation must be done by hand within 1 8" of utilities - (Senate Bill 172),
Permittee must contact Public Works Department al 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.
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.
Date ot Sisnalu'e.- "'\.'' \i
\ ,_ ,v: ..' ',t-) /
i
ATTACH PLAN OF WORK INCLUDTNG CONTRUCTION TRAFFIC CONTROL PLAN
$how stre6ts with names, buildings, and location of cuts. USE DASH LINES FOR CUT. ]tl
-1..*r.** *T_
I i ./ | !it:-
-1- 'tt--.._*---' '':' -' it* - "-' *--*____'-i
. f -. .-. ( , 1r. I i. '" r\- t1'rt"' lt lt
orro
t'; r 1 L/
,rr- !. I 1i't,(,e- 'u,'!,
I r ; '. \ r\ , rr ll, l,)',( tJ I - ,,, i /l'l\;'^^i --. ! - i t I
.. ,, - *.-* I - l^--- : *..-.- *-
/
- \ THIS IS NOT PUBLIC WAY PERMIT!IL
i ,., ,- White - Public Works Yellow - Finance Pink - Gommunity Development Gold - Contractor
i ,.
,,' ). \ ,. ,i , ! \
' V (' ) \ .- l ' i' i' ' i '- t{..'i
t.-,^y
i' "l ;a
PERMIT NUMBER OF PROJECT
ol;-e l- i'l-'r'/ JOB NAME
INSPECTION
TOWN OF
REQUEST
VAIL
r..f."r .1 | l, . .\.1 rL,
AM,.MON-
CALLER
TUES WED THUR FRI i pt\,,tREADY FOR
LOCATION:
INSPECTION:
'S,t i l'1
BUILDING:
O FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
_ BOOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION N POOL / H. TUB
El SHEETROCK NAIL
fr ftrunr- p,-r ll( ri r-'-;t',l" ,o' :' tr'. o FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH N EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
{ neenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
71,DATE INSPECTOR
I r I rir.,,{
APPLICATION FOR REVOCABLE PERMIT TO ERECT OR MAINTAIN
A STRUCTURE ON A PUBLIC RIGHT.OF.WAY
"THF FOFU CAHNOT BE HEDUCED
(Please type or fint)Fence
Wall
Landscaping
Other
h St,h.
^t&/ +&l;'h'"
(lf necessary, attach
D^rE /o hohe
OWNER OF PROPERTY
NAME OF APPLICANT
ADDRESS
description
Comer lot
on separats sheet).
OF PROPEFW TO BE SERVED:
-9-turo,u,r,o* fr9Mtn
INTO RIGHT-OF-WAY:
It
Inslde lot X
DESCFTPT|ON OF STRUCTURE OR ITEM(S)Fe4ce to tnclose duvDxtei'
Atlach plans showing encroachment, property line, sidewalks, curbs, intakei, nyOranb,
meters, manholes, any olher affected appurtenance in fre project area (to scale or
dimensioned) and section(s) as well as elevations (if appticable).
Does structure presently exist?
Proposed date for oommencsment of construction
In consideration of the issuance of a revocable permit for the structure above indicated,
applicanl agrees as follows:
1. That the structurs herein authorized on a revocable permit basis is restricted
exclusively to the land above described.2. That the permit is limited specifically to the type of structure described in this
application.3. That th€ applicant shall notify the Town Manger, or his duty authorized agent, twenty-
four hours in advance of the time for commencement of construc$on, in order that
pr@er Inspection may be made by the Town.4. The applicant agrees to indemnify and hold harmless the Town of Vail, its officers,
employees and agenb from and against all liability, claims and demands on account of
iniury, loss or damage, inclr.rding without limitation ctaims arising from bodily injury,
personal injury, sickness, disease, death, properly loss or damage, or any other loss of
any kind whatsoever, which arise out of or are in any manner connected wiill
applicant's activities pursuant to this permit, if suctr injury, loss, or damage ls caused in
whole or in part by, or is claimed to be caused in whole or in part by, the ac,t, omission,
enor, professional enor, mistake, negligence or other fault of the applicant, his
contractor or subcontractor or any officer, employee or representative of the applicant,
his contractor or his subcontractor. The applicant agrees to investigatg, handle
respond to, and to provide defense for and defend against, any such liability, claims, or
demalds at the sole expense of the applicant. The applicant also agrees to bear all
other expenses relating thereto, including court cosls and attomey's fees, whether or
not any such liability, claims, or demands alleged are groundless, false, or fraudulent.
&)plicant agrees to procure and maintain, al its own cost, a policy or policies of
insuranc€ sufficient to ensure against all liability claims, demands and other obligations
assumed by the applicant pursuant to this Paragraph 4.
Applicants further agree to release the Town ol Vail, its otticers, agents and employees
from any and all lhbility, daims, demanG, or actions or causes of acffons whatsoever
arising out of any damage, loss or injury to the applicant or to the applicant's property
5.
oausod by the Town ol Vail, lts officers, agsnts and enployees rvhils engaged in
maintenance or snow remoyal activites or any oth€r activities whalsosver on Torrrn of
Vall property, strgeb, sidewalks, or rights-of-way.
That th€ permn may be revokod sfienever it ls determined that fis encroachmenl,
obstructon, or other structurs constitulgs a nuisance, dgstroys or lmpaitB the use ol
the dght-ol-way by the public, constihdes a traffic harard, or the properly upon which
the encroachment obstruction, or structure exists is a€quir€d for use by the public; or it
may be revoked at any time lor any ftrason deemed sutficient by the Town of Vail.
That tho applicant will remove, at his expense, the encroachment, obstruction, or
structure uuithin ten days after receivirq nolice ol any revocation of said permit.
That th€ applicant 4rees to maintain any landscaping associatsd with the
encroachment on th€ right-of-way.
That in the event said removal ol the encroachmont, o,bsruc-tion, or structure is not
accomplished within tien days, the Town ls hereby authorized to remove same and
have the tight to make an assessment against the property ard collect the costs or
removal In the same manner as general ta(€s are collected.
That the applicant has read and undeEtands all ol the tenns and conditions set forth in
this application.
Special conditions:
7l--
signature of Orrier
(lf ioint ownership, both signatures)
?a;t.6,n.n
6.
7.
8.
9.
10.
#
Director of Community DeUelopment
':\ r
I t
u"rrJrjLY rocATroE VERIFTCATION
suBDrvrsron,/oftl_4a+ila^p _ _
ADDREss 40# S/ruce, t)a.y#e4 y'a.;l Co, 814{7-
The location of utilitles, whether they be naln trunk tines or
Flgpg??d lines, rnust be approved and v6rlf,ied by ttre followingutilities for the acconpanying site plan.
JOB NEI{E
t,LOT r I BI4ISK
U.S. I{est Cornnunications
1-800-922-1987
468-6860 or 949-4530
Public Service conpany
949-578L
Gary Hal.l
Hol.y Cross ElectrLc Assoc.
949-5892
Ted Husky/Michael Laverty
Heritage Cablevision T.V.
949-5530cary Johnson
Upper Eagl.e Valley Water
E Sanitation District *
476-7480
Fred HasLee
FIIJNG
Authorized Siqnature Date
6-,r/-rs ki t'Fti
6 - /8- 7-s
6-s -9j
NOTE: These verlfications do not relieve the contractor ofhis responsibillty to obtain a street cut perrnit fromthe Town of Vail, Department of Public Works and toobtain utilitv locations before digqing in any publicright-of-way or easement in the Town of Vail. AbuilSing permit is not a street cut lernit. A streetcut perrnit must be obtained separately.
This forn is to verify servicelocation. This should be usedpreparing your utility plan andinstallations.
availability andin conjunction with
scheduling
* Pleaae bring a sLte plan when obtainLng Upper Eagle Vall.eyWater & Sanitation signatures.
*uuAuo J ree,.
Boyle Engineering Inc.
143 E. Meadow Drive, Suite 390
Vail, Colorado81657
303/476-2174
July 30, 1993
Dan Stanick
Town of Vail Building Dept.
75 S. Frontage Roed West
Vail, Colorado 81657
Subject: Boldon Duplex III
4145 SpruceWay
Vail, Colorado
Dear Dan:
Below is a list of Ganeral Notes & Specifications to accompany the plans for the above
noted duplex.
This structure has been designed to meet the requirements of the 1991 Uniform Building
Code with amendments as adapted by the Town of Vail.
All omissions or confiicts between various elements of the working drawings and/or
specifications shall be brought to the attention of the Structural Engineer before
proceeding with any work so involved. The General Contractor shall verift all dimensions
and conditions at the job site and shall be responsible for coordination of all work and
materials including those furnished by subcontractors. The Structural Engineer shall be
contapted during the construction phase to make the job site inspections necessary to
confirm that the actual field conditions are consistent with the design assumptions.
The foundation design for this residence is based upon Soils and Foundation Investigation
Nurnber 93274G prepared by Inter-Mountain Engineering Ltd. in May 1993.
Live Loads Used In Design:
Roof 80 psf
Floors 40 psf
Decks 125 psf
Earthquake Zone I UBC
Wind 80 mph
All framing lumber to be #2 Doug-fir or better.
All micro=lam's to be manufactured by the Truss Joist Institute and have an Fb=2800 psi,
All TJI joists to be manufactured by the Truss Joist Institute.
t
All Gluelam beams to have an Fb=2400 psi.
All connestion hardware to be by The Simpson Company.
All roof decking to be 5/8" C-C Ext-APA 32116 plywood.
All floor decking to be 3/4' C.D lnt-APA42/20 plywood.
All wall sheathing to be l/2" oriented strand board.
All concrete to attain a compressive strergth of3000 psi in 28 days.
All lA4 and #5 reinforcing bars to bs Grade 40. All bars #6 and larger to be Grade 60.
Please give me a call ifyou have any questions regarding this matter.
President
BOYLEBN
Timothyll
NRING,
.
WUD
Job Name:
TOWN OF VAIL CONSTRUCTION
PERMIT APPLICATION FORM
I
erN
PERMIT #
DATE:
-mfirJUL
2 0 1995
, APPIJfCATTON MUST BE FILL8D OUT COMPLETELy OR IT MAy NOT BE ACCEPTED
I****************************** PEIU{IT INFORMATTON *****************************el ,ff,J-auiraing [ ]-PJ.unrbing [ ]-E]ectrical [ ]-Mechanicat [ ]-other _
rob Addre "r, Ll E 3>(Aue vAy
Legal Description: Lot_(_ elock_fl Filing
owners Name: UJjd",W,VA*^! " '
Address:
Address:
deneral Description:
l,iork cl-ass: 1ffi", i l-Ar
Number of Dwelling Units:
tion [ ]-Addltional [ ]-Repair [ ]-other
Number of Accommodation Units;
tera
L
Address:,' Phone Number:
Town of VaiI
Phone Number:
Reg. NO,Electrical Contractor:
Address:
er
Plunrbing contracto.t @UlS F.ttnUy'd 4lgmn/o rown of vait Reg. No.Address: phone Number:
Mechanical Contractor: {btttS
Address:
******************************** FOR OFFICE USE *******************************
BUTLDING PERMIT FEE: Iqb?- BUTLDTNG PI,AN CHECK FEE: &_/ --PLUMBING PERMIT FEE: -- ..F- PLIJMBIN6 pLAN cHEcK FEE:
},IECHANTCAIJ PERMIT TEE: I'IECHANICAL PI,AN CHECK FEE:ELEcrRrcAt FEE:
-T
REcREATToN FEE:
OTHER TYPA OF FEE' CLEAN-UP DEPoSTT:CLEAN
-f.r7ffi10{- xor'tr.
{J'I'flUr{ 'I'TTJI' Q.tI' .I''IJI'' CLEAN-UP DEPOSIT:
DRB FEE: W^tA16l/- xor'lt pERMrr FEES:
Town of Vail Reg, NO.
Pbone Number:
Itrtgl_l_*
VALUATION BUILDTNG:
STGNATURE:
ZONING:
IGNATURE:
Conments:
CLEAN IIP DEPOSIT REFIN{D ilI,+[, B. A^L'/ryvrrs, r{w,
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75 soulh tronlage road
Yail, colorado 81657
(303) 479-21.38 or 479-2139
TO:
FROM:
DATE:
SUBJECT:
olflce of communlly development
ALt CONTRACTORS CURREMTLYL REGISTSRED T{ITII THE
TOWN OT VAIL
TOWN OF VAIL PUBLIC WORKS/COI4},rUNITY DEVELOPMENT
MARCH 16. 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn summary,.ordinance No. 6 states that it is unrawfu} for anyperson to litter, track or deposit any soil , ro"i, sand, debrisor materiar, including trash durnpsters, poriable ioirets and---workrnen vehic.l_es. fpon ,any streetl sidewaif , aif *y or puhlicp1?:" or any porrion rheieof. rhe righr-;i-ilt-;n arr Town ofvarl sE,reets and.lgag" is approxinately s ft,. off pavernent.This ordinance will be striilry entorcla by the iown of vaillyfli: works Department. pers6ns found vihatinq this ordirurr".wrrr ])e grven a ?4 hour written notice to renove-said materiar,rn the event tlre person so notified does not compry with th;--notice within the 24 hour tirne specifi.ed, the-p"iri" worksDepartnent wirL remove said rnateiiat at irr" "xp""se of personnotified-. The provisions of this ordinance sUift not beapprrcable to construction, naintenance or repair projects ofany street or alley or any utilities in the right-a-way.
To.review ordinance No. 6 in furl, pJ-ease stop by the Town ofY1jll Bu.i+ding Department to obtain a copy. ffrank you for yourcooperation on this natter.
contractor, owner)
o BEC'D.,rut 2 3 1995
EInter-Mountain
ltrtgineeringrrd.
LOT I,
SOTLS AND FOI'NDATION INVESTIGATTON
, FOR
PROPOSED RESIDENCE
BLOCK 9, BIGHORN SUBDIVTSION 3RD ADDITION
EAGLE COUNTV, COLORADO
PREPARED FOR:
R.E. NIKKEL, ARCHITECT
PROJECT NO. 93274
MAV 1993
Box No. 978 . Avon, Colorado 81620 r 94S5072 Denver 89&1531
14m Vance $tr.eet . Lakervood, Colorado 80215 r Phona 232fi58
--"t't-:X
;t$3e%x
sr.ria.rt
TABLE OF CONTENTS
coNclusIoNs
SCOPE
SITE LOCATION AND DESCRIPTION
SITE INVESTIGATION
SUBSIIRFACE AND GROUNDWATER CONDITIONS
PROPOSED CONSTRUCTION
FOT'NDATTON RECOMMENDATIONS
SLAB CONSTRUCTION
GROUNDWATER AND DRAIN SYSTEM
REINFORCING
CRAWL SPACE COVER
BACKFILL AND SURFACE DRATNAGE
LAI{N IRR]GATION
MISCELI,ANEOUS
TEST LOCATTON
SI'MMARII OF TEST PITS
GRAIN-SIZE DISTRIBUTION
PERIPHERAL DRAIN SYSTETVI
1
L
2
2
3
3
4
5
6
o
6
6
7
8
DRAWING NO. 1
FIGT'RES NO. 1
FTGURES NO. 3
FTGURE NO. 5
-2
-4
t
coNcLugroNs
L. Subsoil conditLons are fairlyuniform over the site with one footof topsoil, underlain by clayey SAND
and GRAVEL with cobbles and bouldersto the maxinun depth explored of 7.5
feet..
2. The proposed residence should be
founded on undisturbed clayey SAND
and GF(AVEL with cobbles and boulderson conventional spread footingsdesigned for a maximurn soil bearingpressure of 2,O00 psf.
3. The lot is not classified as aGeologically Sensitive Area on theofficial maps for the Tor.rn of Vail,
Ordinance No. 5.
SCOPE
This report presents the results of a Soils and Foundation
Investigation for the proposed residence to be constructed on
Lot 9, Block g, Bighorn Subdivision 3rd Addition, Town of Vail.,
Eagle County, Colorado. The investigation was prepared by neans of
test pits and laboratory testing of samples obtained fron these
pits.
1fhe purpose of this foundation exploration lras to determine
the various soil profile conponents and the englneering
characterlstics of the foundation materials, and to provlde
criteria for use by the design engineers and architects in
preparing the foundation design, from a geotechnical- point of view.
t
z
SITE I,.OCATTON AND DESCRTPTTON
The site is located in East, Vai1, north of the intersection of
Lupine Drive and spruce way, on the south side of I-70. The
topography of the lot is moderate to steep. Vegetation consists of
pine trees and grass. There are a lot of fallen trees and large
boulders over the site. Drainage is in a southerly directlon,
toward the road.
SIIE INVESTIGATION
The field investigation performed on May 13. L993,
consisted of excavating, logging and sampling z test pits.
locations of the test pits are shown on Drawing No. 1.
The test pits were excavated with a conventional backhoe.
Summaries of the test pit logs are detailed on Figures No. l- and 2.
Lraboratory samples from the granular soils $tere sampled by
bulk sampling at selected intervals.
These samples were returned to our laboratory, inspected and
classified in accordance with the unified soil Classification
Systern and the test pit logs were edited as necessary. To aid in
classifying the soils encountered, and to determine general- soil
characteristics, selected laboratory tests (moisture contentr g:cain
size diEtribution) were perforrned on representative soil samples.
Summaries of the test results are shown on Figures No. 3 and 4.
The
I'
3
SUBSURFACE AND GROUNDWATER CONDITTONS
Refer to the sunnary of test pits, Figures No. 1 and 2.
Subsurface conditions are fairly uniform consisting of one foot of
topsoil, underlain by clayey sand and gravel with cobbles and
boulders.
We understand that no overlot grading has been done prior to
this investigation.
No groundwater was encountered in any of the test pits at the
tine of excavation.
According to the provisions of Ordinance No. 5 for the Town of
Vail the official maps:
1. The debris fl-ow and debris avalanche hazard anal.ysis nap
prepared by Arthur I. Mears, P.8., Inc. dated Novernber L9A4i
2. The rockfall rnap prepared by Schrnueser & Associates. fnc. , .
dated November 29, 1984, and
3. ALI areas within the boundaries of the Geologic Hazard
Map, Figure No. 3, prepared by Llncoln Devore Engineers
ceologists, dated August 16. 1-982,
were reviewed. Lot 9, Block 9, Bighorn Subdivision 3rd Addition is
not classified as Geologically Sensitive Area.
PROPOSED CONS1rRUCTION
Based upon the information provided by Mr. John Niel-son
it is understood that the proposed residence will- be a duplex stith
a slab-on-grade construction. Loads are anticipated to be light,
tlpical- of residential construction. If the proposed project
A
differs significantly from this understanding, a review should be
made after the plans are more complete.
FOUNDAIION RECOU!.IENDATIONS
Clayey SAND and GRAVEL witb cobbles and boulders will be
encountered in the foundation excavation. The proposed residence
shoul-d be founded on conventional type spread footings designed for
a maxi-murn soir bearing pressure of 2,ooo psf. At this pressure,
settrements are anticipated to be approxirnately one inch. The
footings should be constructed on the undisturbed crayey SAND and
GRAVEL with cobbles and boulders.
The footingt excavations should be relatively smooth, free of
debris, organics, loose soil, frost. and standing water. Any over-
excavations shouLd be backfilled and cornpacted to 100 percent
within 2 percent of optirnum rnoisture as deternined. by a stand.ard
Proctor test (ASTM D-699). A representative of this office sbould
be contacted to inspect the foundation excavation to verify that.
the soil condLtions are the same asr those anticipated in this
report.
Af,ter all of the final grading is cornpleted, the bottom of the
footings should be covered with a rninimum of 49 inches of backfill
for frost protection.
Voids left by the removal of cobbles in the bottom of the
footing excavation should be filled with Lean concrete or a
granular soil with a maximum particle size of 3 inches compacted to
o
5
100 percent of standard proctor density (ASTM D-G98) within 2
percent of optimurn moisture.
SLAB EONSTRUCTION
All excavations made for the foundations must be properly
backfilled with suitable naterial conpacted to a rninimum of 95
percent of the maxj.mum standard proctor density (ASTM D,698). The
on-site soils, exclusive of topsoil and orgTanics, are suitable for
use as backfill. Due to the high content of cobbles and boulders,
it will be necessary to screen out the larger rocks prLor to using
this material as backfill. Before the backfill is placed, all
vrater and loose debris should be removed from these excavations.
Prior to the construction of concrete floors, the undLsturbed
subgrade should be proof compacted with a }oaded rubber-tired
loader to a uniforn high density. Special care should be taken in
areas where underground utilities have been installed.
The floor slabs should he reinforced, and joints should be
provided at the junctions of the slab and the foundation lralls, so
that a small amount of independent novement can occur without
causing darnage. The slabs should be scored j-n accordance with the
American Concrete Instituters recomnendations to control cracking.
A granular mat (-3 14 inch gravel, with less than 5 percent
passing No. 200 sieve) should be provided below the floor slabs.
This should be a minimum of four inches in thickness and compacted.
The purpose of this granular mat ls to provide a capillary break
between the subgrade and the slab.
6
GROUNDWATER AND DRAIN SYSTEI,T
while no ground water was encountered at the tirne the field
investigation was conducted., it is possibre that seasonal
variations will cause fluctuations, or for a water tabl.e to be
present in the upper soils during the springr nonths, or after a
proronged period of rain. A found.ation perimeter drain as detailed
on Figure No. 5 is recomrnended to reduce the risk qf surface water
infiltrating the footing subsoils.
RETNFORCING
The foundation should be well reinforced and rigid enough to
withstand differential settrenents. Foundation walLs retaining
earth should be designed to resist an equivarent fluid pressure of
45 pcf for an ttactj-vet: case assuning a level drained baclcfill
condition.
CRAWI. SPACE COVER
When moist soils are encountered in the excavation. the ground
surface in crawl space areas should be covered with an impervious
moisture barrier sealed against the footings. This will help to
reduce hurnidity in the crawl space area.
BAEXFILTJ AND SURFACE DREINAGE
The backfilL placed around the foundation walls must not
settle after completion of constructlon and the top one foot of the
backfill material must be relatively impervious. The on-site
7
soirs' exclusive of topsoil and organics, are suitabLe for use as
backflll. Due to the high content of cobbles and bould.ers, it wiLl
be necessary to screen out larger rocks prior to using this
roaterial as baclcfill.
Backfilr should be moistened or dried to near its optirnum
rnoisture content and compacted to at reast 90 percent of the
rnaxinum standard Proctor density. structural backfilr should be
compacted to at least 95 percent of the rnaxinun standard proctor
density.
' Surface water runnj-ng toward the structure frorn upslope areas
should be diverted around and away from the buirding by means of
drainage swales or other sirnilar measures.
The final grade should have a positive slope away from the
foundation warls on all sid.es. A minimun of L2 inches in the first
10 feet is recommended,. Dovnspouts and sill cocks shourd discharge
into splash blocks that extend beyond, the limits of the backfilr.
The use of long downspout extensions in place of sprash bloclcs is
advisabLe.
LAIVN TRRTGATTON
Do not install sprinkler systens next to foundation walls,
porches or patio slabs. If sprinkler systems are installed, the
sprinkler heads should be placed so that the spray fron the heads,
under full- pressure, does not faIl within fl_ve feet of foundation
walls, porches or patio slabs. Lawn irrigation must be controlled.
$.,
*$
I
rf the future ouners desire to plant next to foundation walls,
porches or patio slabs, and are willing to assume the risk of
structural damage, etc.. ttren it is advisable to ptant only flowers
and shrubbery (no lawn) of varieties that require very little
moisture. These flowers and shrubs should be hand watered only.
I,TISCELI,ANEOUS
The recommendations provided herein are based on experienee in
the area and fron the on-site field exploration. The information
obtained frorn the field exploration and laboratory testing reflects
subsurface conditions only at the specific locations at the
particular tirnes designated. Subsurface conditions at ottrer
locations and times may differ from the conditions at these
locations. The extent of any variations between the test pits may
not appear evident, until excavation is performed. However, only
ninor variations are expected. ff during construction conditions
appear to be different, this office should be advised so re-
evaluation of the recornmendations nay be rnade.
This report has been prepared for the exclusive use of
Mr. R.E. Nilckel, Architect, for the specific application to the
proposed residence structure to be tocated on Lot 9, Block 9,
Bighorn Subdivision 3rd Addition, Town of Vail, Eagle County,
colorado.
9
The findings and recommendations of this report have been
prepared in accordance with locally accepted professional
engineering standards for sirniLar conditions at this tirne. There
is no other warranty, either expressed or implied.
Sincerely,
rNTER-MOT'NTAIN ENGINEERING, LTD.
8,rEa"ry
Luiza Petrovska,Project Enqineer
Reviewed by:
fery
4
rN'$*s{}$9
NORTH
Lot 8 Lot I0
SPRUCE WAY
rEST LOCATION oAPtoposed Residence
Lot 9, Block 9, Blghorn Subdivi_slon 3rd Addition
Town of Vail, Eagle County, Colorado
Prepared for
R.E. Nlkkel, Archltect ptwecr M, ' 9327 4G
PIT NO r
,*ffi O€5€RIPTION OF I{A'ERIAL R€T'ARI(S
5.
10
A n"rt sample
Subangular to
sub round
sandstone rock
f ragnent s
v = LL.67.
Topsoil, black to dark
brown wich roots
Brown, clayey SAND and I Boulders greaEer
GMVEL with cobbles and I than 12 inches in
boulders I size
Boctom of pit
oIrSUfuIMARY OF TEST PITS
Propsoed Residence
Lot 9, Block 9, Blghorn Subdivision.3ral Additlon
Town of Vail, Eagle CountY, Colorado
. Prepared for
d.r. utkket, Archltect PRoJ€cr No. 93274C
PIT NO. 2
A Bulk sanple
o€scFrPTlOH OF MAT€RIAL FEMAFXS
Iit = d.0/6
PRoJ€cf No.r 9321 4C
oIr
Topsoil
Brown, clayey SAND and
GRAVEL with cobbles and
bou Ider s
Botcom of pit No groundl^Iater
errcounEered
SUMMARY OF TEST P'TS
ProPosed Residence
Lot 9, Block 9, Bighorn Subdivision 3rd Addition
Town of Vail, Eagle County' Colorado
. PrePared for
R.'E. Nikkel, Archltect
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Figure . s
Proiect Description:
Project Application
t l
D,rc -E -/q-t3
Project Name: 6btJ*( - rc
Contact Person and Phone
faArchitect, Address and Phone:
Legaf Descriptio n: tot ? . Btocn
Comments:
Design Review Board
o*" 6 -/ ?- f:?
Motion by:
Seconded by:
OISAPPROVAL
l
66rz*tl? ,< *t-o',
rznntl.rJs c A-e,lv/,
Town Planner
o^r" 5-/7-?3
E statt Approval
8 383 4761 I{TN REPRO
I.
64/26/ss O '
DRB IPPLtrCf,tIOtt - IOWN OF \rAU.,
DATE APPLICATION RECEIVED:
DATE OT DRA MEETING:
A.DESCRIPTION:
*ti****ttt
|INIS AFPLTCArION $rLI, NOE EE ICCEPIEDuN?rLll'rJREQurtt.o--t-X1offi ioll-r-s-euBl.rrrrED
r.vlrld gltlst:
COIORADO
P.8t
B.TYPE OF REVIEWI
-(n"* Construction
. Addition ($50.00)
C. ADDREES:
($200.00) _ Minor Alteratton
Conceptual Revlew
A
($30.00)
( $0)
a meets and bounds legala separate sheet and
E.
E.
G.
urrent
Phone
FEE
$ 20.00$ 50.00
$100 , 00
$200.00
$400.00
$500.00
ONE YEAR'E3EER FIITAL
TSSUED Al{D CONSTRUCIIgN I8
$F)
J.
x.DRB FEE: DRB feesr, -: st]oll above, are t"o be paid Etthe time of submiltar.of ona ippiicerion. 'liiei,
*irenappryrns for a buirging. eermit)^ ptease ij"nriiv-ii,"accurate valuat.lon of the propbsit, The fown-6f-Vaifwill. adJusr rhe fee-according' io-tn" i"[ii-u*rJir'toensure the correcl fee is paiO
FEE SCHEDUI,EI @
.TNO }9PIICArION I|II,L BE PROCESSED WITEOUT OWNER'S SIGI{ATUNE
1
D. IJEGAL DESCRIPTIONI LOt q BIOCK
$ubdivision
l!_?r?pglty is described bydescrlption, please providiaLtach to Llris appljcation.
zoNrNG 9uqL6{
LOT AREA: ff reguired, applicantstamped survey showing l-ot area.
lt.NAIqE OF'APPLICANT' S REPRES TATIVE: '.
Mat lJ ng Address;
Phone
NA}{E OF OWNEJRS:
*SICNITURE(S): Jn:ailing AddresH
$ Unlutttolo, ooo! r0' oo1 - $ 5o;oooI eq,901 - $ l50;000$150,001 _ $ 500;000$500,001 _ 91r 000;000$ Qver $f, OOO, OOO
* DIgIG}f REI'IEW BOARD A9PITOVAT SNPIRES
.SFFROVIL UNIrEss A BUIITDING snR},ir rsSTARTIED,
fiius qovlde a
NAME OF APPLICANT:Mailing Address:
Condomlnium Appravat if apptlcable.
a revieed s/4/sr
coroRADo RffiD APR 2 6 lggt
****
DRB APPTICSTION - TOI{N OF VAIL,
DATE APPIICATION RECEIVED:
DATE OF DRB MEE?TNG:
l" ,iEPr
FACS I !.T I L.E .rTIANSI{ I55 r DN .*+*rF
DATE
PAGES
TO
FAX
PHONE
FROM
FAX
PHONE
SUBJECT
APRIL 26, 1993
2, INCLUDII{C COVER
CO}II{UI{ITY DEVELPI{EHT(DRB TOI{II OF VAIL)
3@3/479-24s.2
343/479_2L38.
BILL BOLDONI'HBCO}IPANrES, IHC,
303/745-93@5
s03/745_9295
FAXED HEREI{ITH IS THE DRB APPLICATIONsuBDMsroNr 3BD EDTTION.
FOR LOT 9,BLOCT 9 BTGHORN
atrSawvaLt vartaarst i J| &r\ra.!rtraN\, .r8a\la4 a -r, *gaarv.sy arale v\r.r !r -ravv- -varSIARIED.
**NO AFPLTCATION WXtt BE PROCESSED WITEOUT OWNER'S SrG}rATT'RE
rr. "*-*""raorril*u"rro,",
III
A pfg-application meeting with a member of the planningstaff is. strongly encouraged to determi.ne if any additionarapplication information is needed. It is the alpticant,sresponsibility to make an appointment with the slaff todetermine if there are additional subnittaL regui-rernents.Please note that a coMprETE application wiLl st-rearnline theapproval process for your project.
A. fn addition to meeLing subrnittal reguirements, theapplicant must st.ake and tape the pioject site t.oindicate property lines, UuitOing fines and buildingcorners. AI1 trees to be removed must be taped. AIIsite tapings. and st.aking must. be completed plio, to theDRB sj-te visit. The applicant must ensure that stakingdone during the winter is not buried by snow.
B ' The review process for NEW BUTLDTNGS normarly reguirestwo separate meetings of tbe Design Review Board: aconceptual apprgval and a final approval . Applicantsshould plan on.p::esenting their development pioposal ata mj-nimum of two meetings before obtaining finaiapproval.
c. Appricants who fail to appear before the Desigrn ReviewBoard on their scheduled meeting date and who have notasked in advance that discussion on their item bepostponed, will have thei_r items removed from the DRBdocket until such ti_me as the item has beenrepublished.
D. The following items may, at the discretion of thezoning administrator, be approved by the CommunityD,eveLopment Department staff (i.e. a formal hearinqbefore the DRB may not be required):
a. Windows, skylights and simil-ar exterior changeswhich do not alter the existing plane of the
,bui1ding,. and
b. Buj-J.ding addition proposals not visible from anyother lot or public space. AL the time such aproposal. is submitted, applicants must includeletters from adjacent property owners and/Or fromthe agent for or manager of any adjacentcondorninium association statj_nq the associat.ionapproves'of the addition
E. If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood pIain, debris f1ow,wetland, etc) , a hazard study must be subnitted and theowner must sign an affidavit recognizing the hazardreport prior to the issuance of a buil-ding permit.Applicants are encouraged to check with a Town plannerprior to DRB application to determine t.he relationshipof the property to all mapped hazards.
F. For all residential- construction:
a - Clearly indicate on the fl_oor plans the insideface of the exterior structural wall_s of thebuilding; andb. lndicate wlth a dashed line on the sit.e plan afour foot distance from the exterior face of thebuilding walls or supporting columns.
If DRB approves the application with conditions orrnodifications, al.L conditions of approval must beresolved prior to ?own issuance ot-a OuitAing permit.
tj
a ligensed survevor, aLon which the followino
1. Lot area.
1" = 2A, .or larger,is provided:
Two foot contour intervals unless the parcelconsists of G acres or nore, in which b.".. S,contour intervals may be accepted.
Existing trees or groups of trees having trunkswith diameters of 4r' or rnore, as measured. from apoint one foot above grade.
Rock outcroppings and other significant naturalteatures (Iarge boulders, intermittent stleams,etc. ) .
Hazard areas (avalancbe, rockfal1, eLc.),centerline of stream or creek, required'creek orstream setback, LO0-year flood ptain and. slopes of40% or rnore, if applicable.
Ties to existing benchmark, eit,her USGS landmarkor sewer invert. This information should beclearly stated on the survey so that a1lmeasurements are based on the same starting point.This j.s particularly important for heightmeasurements - See policy On Survey Information,for more inforrnation regarding surveys.
Locations of the following:a. Size and type of drainage culverts, swales,etc. must be shown.
b. Exact Location of existing utility sourcesand proposed service lines fron their sourceto the structure. Utilities to include:Cable TV
Teiephone
a scale ofi.nformation
Sewer
Water
hic surve
Elect ric
stanped b
z.
6.
It
c. Show all utility meter locations, includingany pedestals to be located on site or in theright.-of-way adjacent to the site. Revocablepermlts from the Town of Vail are reguiredfor improvements in the right.-of-way.-
d. Property lines - distances and bearinqs and abasis of bearing must be shown
e. ALl easements (Title report must also includeexisting easement locations)
8. Existing and finished grades.
9. Provide spot elevations of the street, and aminimum of one spot efevation on either side oft.he lot., 25 feet out from the sj-de propert.y 1ines.
5J.te P_tan
t. *.*ions of the followinq:
a. Proposed surface drainage on and off site.
b. Proposed driveways. percent sfope and spotel-evations must be shown.
2. A11 existing improvements includ.ing structures,landscaped areas, service area$r. storage areas,walks, driveways, off-street parking, loadingareas, retaining walls (with top and bottom ofwalL spot elevations), and olher existing site
l mn1^a\\r6mcnf c.+rLrt/! v v E:rtrsr r L rf, .
ICElevttions of top of roof ridqqs- (with existinq
and proposed grades shown underneath). ?hese
efevations and grades must be provided in order
for the staff to determine building height. All
ridge tines should be indicaEed on the site plan.
Elevatsions for roof ridges shall also be indicated
on the site plan with coresponding finishred and
existing grade elevations.
4. Driveway grades may not exceed 88 unless approved
by the Town Engineer.
Lands-cjrpe Plan (lrr = !Q, or larger) - 3 copies required
1. The following information must be provided on the
landscape plan. The location of existing 4"
diameter or larger trees, the location, sLze,
spacing and type (common and latin name) of all
existing and proposed plant material . A1] treesto be saved and to be removed must also beindicated. The plan must also differenLiate
between existing and proposed vegetation.
2 - Complete the attached landscape materials list.
3. The locaLion and type of existing and proposed
watering systems to be enployed in caring forplant material following its installati.on.
4. Existj-ng and proposed contour lines.
In order to clarify the inter-relation of the various
development proposal components, please incorporate as
much of the above information as possible ont.o the siteplan.
Siqn off from each util-itv c-ornpanv verifying thelocation of utiliLy service and availability (see
attached) .
A preliminarv title report must accompany allsubmittals, to insure property ownership and locationof all easements on property.
Architect_ural Plans (1 /8" = I' or larger, 1/4" ispreferred scale for review) 3 copies required.
1. Scaled floor plans and all elevalions of the
proposed development.. Elevations must show bothexisting and finished grades.
2. One set of floor plans musl be "red-lined" to show
how the gross residential floor area (GRFA) was
calcul-ated.
Reductions of all elevations and the site plan (8-
1/2" x 11") for incLusion in PEC and,/or Town
Council menos may be requested.
4. Exterj-or surfacing materials and material colorsshall be specified on the attached materials list.This materiaLs list must be completed andsubmitted as a part of DRB application. Colorchips, siding samples etc., shouLd be presented tothe Desi-gn Review Board meeting.
Zone check list (attached) must be completed if projectis located within the Single-Pamily, Primary,/Secondaryor Duplex zone districts.
Pholos of t.he existing site and where applicable, ofadjacent structures.
NOTE:
D.
F-
E.
-.gne Zotg Administrator and/or DRrtnay require thesubmission of addit.ional plans, drawinls,specificat.ions, samples and other nateiials (includinga model) if deemed necessary to determine whether aproject wilI comply with Design Guidelines.
tt
VT
Photos or sketches which crearly convey the redeveropmentproposal and the location (site plan) of tne redevel6prnentproposal may be submitted in lieu of the more fornalrequLrements set forth abovq, provided all inportantspecifications for the proposal including colbrs andmaterial_s to be used are submitted
A. Original floor plans with aII specifications shown.
B. Three sets of proposed floor plans I/9,.: !, or larger(L/4" = Lt is preferred)
C. Three copies of a site plan showing existing andproposed construction. rndicate roof ridge elevationswith existing and proposed grades shown underneath.
D. Elevations of proposed addition.
E. Phot.os of the existing structure.
F. speci.fications for al"l materi-als and color samples onmaterials l_ist (attached) .
At the request of the zoning Administrator you may also berequired to submit:
G. A statement from each utility verifying location ofservice and availability. See attaahea utilityLocation verifi-cation form.
H. A site improvement survey, stamped by registeredprofessional surveyor.
L A preliminary title report, to verify ownership ofproperty, which lists al1 easements.
VII. FINAL SIqE PLAN
once a building permit has been issued, and construction isunderway, and before the Building Department will schedure aframing inspection, two copies oi an- rmprovernent LocationCert.ificate survey (ILC) st.anped by a regisLeredprofessional engineer must be submitted. The fol-lowinqinformat.ion must be provided on the fLC:
Building location (s) with ties to property corners,i.e. distances and anqles.
A.
B.
F.
Building dimensions to the nearest tenth of
A1I utilj-ty service l-ine as-builtsl showingmateriaL used, and size and exact location
Drai-nage as-builts.
Basis of bearing to tie to section corner.
Al-1 property pins are to be either found orstated on improvement survey.
All easements.
type ofof lines
set and
Building floor el_evations and al_1 roof ridge elevationswith existing and proposed grades shown under the ridge!ines.
vrrr.coNcEPruA" oril* REVTE*
A.Submittal reguirements: The owner or author.ized agentof any project. requiring design approval as prescribed
by this chapter may submit plans for conceplual reviewby the Design Review Board to the Department of
Community Devel-opment. The conceptual review isintended to qive the applicant a basic understanding ofthe compatibi-lity of their proposal with the Town's
Design Guide.lines. This procedure is recommendedprimariJ-y for applications nore complex than single-family and two-farnily residences. Howeverl developersof single-family and two-family projects shall not be
excluded from the opportunity to request a conceptualdesign review. Complete applications must be submitted
L0 days prior to a scheduled DRB meeting.
The fol]owing information shall be submitted for aconceptual review:
1. A conceptual site and landscape plan at a minimumscale of one inch eguals tvrenty feet;
2. Conceptual elevations showing exterior materiaLs
and a description of the character of the proposedstructure or st ructures;
3. Sufficient information to show the proposal
complies with the development standards of the
zone district in which t.he project is Lo belocated (i.e. GRFA, site coverage calculations,
number of parking spaces, etc.)i
4. Cornplet.ed DRB application form.
Procedure: Upon recelpt of an application forconceptual design review, the Department of Community
Development shall review the submitted rnaterials forgeneral compliance with the appropriate requirements ofthe zoning code. ff the proposal is in basic
compliance with the zoning eode requiremenls, theproject. shalI be forwarded to the DRB for conceptualrevi,ew. If the apptication is not generally in
compliance with zoning code requirements, theapplication and submittal naLerials shal1 be returnedto the applicant with a written exp.lanation as to whythe Community Development Department staff has foundthe projecL not to be in compliance with zoning coderequirements. Once a complete application has beenreceived, the DRB shall review the submitted conceptualreview application and supporting material in order todeternine whether or not the project generally cornplieswith the design guidelines. The DRB does not vote onconceptual reviews. The property owner or hisrepresentative shal-L be present at the DRB hearing.
B.
LIST OF MATERIALS O
NAME OF PROJECT:
LEGAL DESCRTPTTON:. LOT{ BLOCK ? SUBDMSTON
STREE? ADDRESS:
DESCRTPTION OF PROJECT: 'I>U U€$/
The foll-owing inforrnation isReview Board before a final
A. BUILDII\IG MATERIALS:
Roof
Siding
Other WaIl Materials
Fascia
SoffiE s
Windows
Window Trin
Doors
Door Trim
Hand or Deck Rails
r.J-ues
Flashings
unrmneys
Trash Encl osures
Greenhouses
Other
LANDSCAP]NG: Name
required for submittalapproval can be given:
TYPE OF MATERIAL
to the Design
COLOR
aqfranNL
\w .A
(*&)
PLANT MATERIALS:
PROPOSED TREES
of Designer:
Phone:
Botanical Name Common Name Ouantity
ai3
Size*
?j
tJrfl5
EXIS1ING TREES TO
BE REMOVED
q.fl't J-TPF/II/tptffl> Aqpclj cr.r{qr( 3
?a+ E"^ l&'{Z:nr,+n} oa{.crTe
€wTtnu Pilq/
Egl{e*o:'\ts 7 E"-d
*Indicate caliper for deciduous trees.deciduous trees is 2 inches. fndicate Minimum cal-iper forheight for coniferous
lln- -
t rFA c
PLANT iarenrar,f
PROPOSED SHRUBS
Botanical Name Ouantitv giFe* n
EXISTING SHRUBS
TO BE REMOVED
*Indicate size5 qallon.
GROUND COVERS
enn
of proposed shrubs.
Tvpe
Minimum. size of shrubs is
Sguare Footaqe
SEED
TYPE
OF IRRTGATION
TYPE OR METHOD
EROSION CONTROL
$Afc $lt9{tNco
C.
ou f-Ra.ng-NlEITrrrJG - _
N&fdtf e,fQ,O
LANDSCAPE LIGHTING: rf exterior lighting is proposed, please
. show the number of fixtures and locations on a separate
lighting plan. Identify each fixture from the lighting plan
on the list below and provide the wattage, height above
grade and type of light proPosed.
OTHER LANDSCAPE FEATURES (retaining wa11s, fences, swimrning
pools, etc.) PLease specify. Indicate heights of retaining
waLls. Maximum height of wa11s within the front setback is
3 feet. Maximum height. of wa1ls eLsewhere on the property
is 6 feet.
lJ.
ta
SUBDIVISION
JOB
IOT
NAME
q BLocK a FILING 3.d
ADDRESS
The l-ocation and availability of utilities, whet.her they be maintfun\ Jlnes or proposed lines, must be approved and verified bythe following utj.lities for the accompanying site plan.
Authorized Siqnature Date
U.S. ['[est Communicationsr-800-922-r 9 8 ?
468-5860 or 949-4530
Public Service Company
t4Y-J t 6I
Gary HalI
Holy Cross Electric Assoc.
949-5892
Ted Husky/Michael- Laverty
Heritage CabLevision T.V.
94 9-5530
Steve Hiat.t
1;
Upper Eagle Valley Water
& Sanitation District *
47 6-7 480
Fred Haslee
NOTE:This form is to verify service avaiLabil-ity andlocation. This should be used i-n conjunction withpreparing a utility plan and schedulinginstallations.
For any new construction proposal, the applicant
must provide a complet.ed utility verification
form.
If a utility company has concerns with theproposed eonstructj-on, the utility representative
should note direetly on the utility verification
form that there is a problem which needs to beresolved. If the issue is relatively cornplicated,it should be spelled out in detail in an attachedIetter t.o the Town of VaiI. However, please keepin rnind thal: it is the responsibility of theutility company and owner to resolve identified
problems.
If the utility verification form has sigrnatures
from each of the utility companies, and no
comment.s are made directly gn the form, the Townwill presume that there are no problems and thatthe development can proceed.
These verifications do not reLieve the contractorof his responsibility to obtain a street cut
permi-t from the Town of VaiJ-, Department of Public
Works and to obtain utilitv locations beforediqqinq in any public right-of-way or easement inthe Town of Vai1. A buildinq permit is not astreet cut permit. A st.reet cut permit must be
obtained separately:
* Please bring a site plan, floor plan, and elevations when
obtaining Upper Eagle Valley Water & Sanitati-on siqnat.ures. Fireflow needs must be addressed.
2.
t, '.
aar
DATE:
q
LEGAL DESCRIPTION: Lot BLock Filing
OWNER PHONE
PHONEARcHrrEcr fi.e, ilHgg:
ZONE DISTRICT
PROPOSED USE
**Lor s121 lq:llo *
Height
ToLal GRFA
Pri-rnary GRFA
Secondary GRFA
Setbacks
AIIowed
(30 ) (33)
Front
Sides
Rear
20,
15'
15'
(30) (s0)
Vq+2
Water Course Setback
Qi |- a f-nrrorrno
I --n^^^^i ^-!cr.rrlrDvalJrrrY
Retaining Wall Heights
Parking
Garage Credit
Drive:
3'/6'
Reqrd
View Corridor Encroachment:
Environmental /Hazards :
Yes
1) Flood Plain
Existilq PryPosed Total
+425=
+ 425
onr,sl-2t-r"(rcif- (6'+
p/s
L\oo t
glrrury wt*M
A.
(3oo) (6oo) (eoo)(6-2ffi
permitted Slope -..1q?- Actual Srope -€f**t
approved by Town Engineer:
No
3) Geologic Hazards t ta) Snow Avalanche il 1ts
b) RockfalIc) Debris Flow4
4l Wetlands y'/A -
Previous conditions of approval (check property file)
Does this request involve a 250 Addition?
How much of the allowed 250 Addilion is used with this request?
**Note: Under Sections 18.L2.090 (B) and 18.13.080 (B) of the Municipal
Code, lots zoned ?wo Family and Primary/Secondary which are less than
15r000 sq. ft. in area may not consLruct a second dwelting unit. The
Community Development. Deparlment rnay grant an exception to this
restriction provided the applicant meets the criteria set forth under
secrions 18.12.090(B) and 18.13.080(B) of the Municipal code including
permanenlly restpict ing the unit as a long-term rental unit for full-
time employees of the Upper Eagle Va11ey.
2l Percent Slope N /A.
ZONE CHECK
FOR
SFR, R, R P/S ZONE DTSTRICTS
_L
ADDRESS. il$A SNre XVN
Bradoa*.1
.'t
+
1n
B4-S-1995 03: EPt't FFgn UtLLlrH H, Bfl-IEft
E 393 .rTblqlt
Dna tllt.IcttroE ,. rfim gt utt!,
DhTE TPFIIC}TION NECE:IIED rDI'E OF DTI $EE?llllGI
"| n,., *urro
colnnrgo
F.9 |
Ervlrrd til./cl
t.
B. .TII,E Or REVIEN:
-gfnur Conctruct ico (fAo0.00) _ t{lnor Alt.rrBior, (980,00)
E.
t).
E.
t.
Addltion (950,001
IDDREE9 !
0.I{lI}lE OF APFLiCAN}tU!t J tt0 f,stdregs r
H.H*,!iE oF
Ntt{E 0r olwftt{s:
Co,ncepspal Rivl€$ ffi0)
IEcAL DEgcRrprrgrr : lo.---ET;-----
gubdlvl !J on
I!_|t?plttv ir dseurlbe.d,hy 6 rn rbe and bou;da t€gr.I.tr:Eerlptton, pleage provtdi "n i-o"pii:Jti-iiil+r a,.,oIttAeh to tttis applibet roc.
20NrN0; qjotd{
LoT [,REA ! If rlquirrd,stamPed Burvey Ehowing
aPpltE$ntIot area,
APDLICAII I' s^ REPFSSEHTaTI1E IAddre! s ;__grr .lelJSZe_'E.-:ffine
rt. Condoalniurn Allpr evlrl lf ,lppllgrbt+.
x- P5P FF9: DRB fss€,. r5 st:6*n Qoet|l, aEc EO bq FalC 6LEha tlne cf aubrniltat or une ippii,"iiion, l.ltsr, flhcn6pplyinE fsr { but}dtnE. germit:-;iiiii-iierrtrii-rfr"-'-'.ftccu!tie v8luarlon of thi_pruyualt, fht fonn-irf -vitfrttl rdjuEk r^he r€e-acco.,ting-io-irie iibt" u.tor,, to. ensur€ t,hc corrctL tec iu po{d,
FEE scsrEpulnt tlr qr;rD! 6 {l4DF -
l hona
FEE
s ?0_00$ )u.00
$100,00
$?0s. 00
9{0(r.00
$500 .00
vALUIllrOxI 0-$ l0,co0
l13;381 :i ,i3:333
$lit;33i : 1,, i3B:BBBS Ovcr $r; 000, OO0I Dlstcfl tl'ruEr EornD |:::gyrt-slprREq oD{E tuiR.Atrsh ,rEtt.HIffI: culEso r su;rriNs rrnsri'ii ffiuib .*b-a5i-siibTEr.ilt rE
.r o rDD$lqrtDloH rrr,! EE rnsn33sr,g D'rmgttt s||rlEtn, l llct|lfuil
TOT|L P. OT
f,, ,.,,,
---qtr$ ."'**.nrH ll[liL* ., rccrrrEDr'l{Errr rI.!, r.Ieq!&t!. "r1|l,onxrri+r1l-iftft.r,r;9
PRoiIEcr ..IHF9EUAXISE.
trtrtt'rr'
A. bsecRlprlox: qfuqfl
14?9:451 P. Al
rgrclxrtoB!(gl:
uailing frdrlree
fuoNtu,u<t--A44au a441
3.*
suBDrvrsroN BL*qaN 3nA A"Doqi d.J
JOB
LOT
NAME
ftt .lJtl,M J
U.S. West Communications
;89.%#t#e-4530
Public Service Company
9 4 9-57 81
Gary Ha1l
Holy Cross Electric Assoc.
949-5892
Ted Husky/Michael Laverty
Heritage Cablevision T-V.qrg-qR?n
Steve Hiatt
..;
Upper Eagle Valley Water& Sanilation District *
476-7480
Fred Hasl-ee
i i99taIaFILING
\
Il:"i" ! i:::"" :"$,3;:::3'i ii::, "f ":l'*:. li;;.:::.::: :l?{,?:"-i;"the fol-.Lowing utilities for the accompanying siLe p1an.
Date
, ' /',4 _ y'-zf_a=
o+/zs/e3
NOTE:This form is to verify service avaiLability andlocation. This should be used in conjunction wiLh
Preparing a utility plan and schedulinginstallat.ions .
For any new construction proposal, the applicantmust provide a compfeted utility verifi-cation
3. If a utllity cornpany has concerns wj.th theproposed construction, the utility representativeshould nole directly on the utility verificationform that there is a problem which needs to beresolved. If the issue i-s relatively complicat.ed,i-t should be spelled out in detail- in an attachedletter to the Town of Vail. However, please keepin mind that. it is the responsibilitv of theutility company and owner to resolve identifiedproblems.
4. ff the utility verification form has signaturesfrom each of the utility companies, and, no. conments are made directly on the form, the Tovrnwill presume that there are no problems and that
t.he development can proceed.
5. These verifications do not relieve the contractorof his responsibility to obtaj-n a street cutpermit from the Town of Vai1, Department of Public
Works and to obtain utilitv focations beforediqqinq in an t inthe Tovrn of Vail. A buildinq perrnit is not astrFet. cut permit. A street cut permit must beobtained separately:
* Pl-ease bring a site plan, floor p1an, and elevations whenobtaining Upper Eagle VaIIey hiat'er & Sanitation signatures. Fireflow needs musL be addressed.
* ilMA, Eeate V4ue.7 (?e'ilsc.ct-,t:r:?^:O''n)-7torr ).sz€'c r& ^4'Ap *ft'74c!-tU
l'lo1;;t rs E- a Ncf FtrLo v"'i2-trt'L't 9
pT rrara
foONl,Ww61__*aa/
4'16
i;it;
I urrrr*"
"oaorro* **rrralo"
i995SUBDIVISION
JOB NAME
rct 4 BLocK
ADDRESS
U.S. West Communications
]--800-922-198?-{6r-6460-t %e-4s30
Public Service Conpany
94 9-5? 81
Gary HalI
Holy Cross Electric Assoc.
949-5892
Ted Husky/Michael Laverty
Heritage Cablevision T.V.
94 9-5s30
Steve Hiatt
Upper Eagle VaIIey Water
& Sanitation District *
4?5-?480
Fred Haslee
z.
FIT,ING 3,L
?he location and availability of utilities, whether they be naint.fun! Jlnes or proposed linesr must be approved and. verified bythe foLlowing utilities for the accompanying site plan.
Date
r'-.zr-ls
s-3-77
NOTE: 1 This form is to verify service avail-ability andIocation. This should be used in conjunction withpreparing a utility plan and schedulinginstal-lations.
For any new construction proposal, the applicantnust provide a completed utility verification
form.
If a utility company has concerns with theproposed construction, the utility representativeshould note directly on the utility verificationform that there is a problem which needs to beresolved. If the issue is relat,ively complicated,it should be spelled out in detail in an attachedfetter to the Town of VaiL. However, please keepin mind that it is the responsibility of theutltity company and owner to resolve identifiedproblems.
If the utility verification form has signaturesfrorn each of the utility companies, and. no
comments are made directly on the form, the Townwill presume that there are no problerns and thatthe development can proceed.
These verifications do not reJ.ieve the conLractorof his responsibilify to obtain a street cutpermit fron the Town of Vail, Department of Public
Works and to obtain utiLitv locations beforediqqinq in any public right-of-way or easement inthe Town of Vail . A buildinq pernit is not astreet cut permit. A street cut permit must be
obt,ained separately:
* Pl-ease bring a site plan, floor ptan, and elevations whenobt,aining Upper Eagle vaLley Water e Sanitation signatures. Fireflow needs must be addressed.
q