HomeMy WebLinkAboutGORE CREEK PARK LOT 6W LEGALDeign Review Board
ACTION FOR]II
Department of Community Development
75 South Frontage Road. Vall. Colorado 81657
tel:S70.479.2139 fax:970.{79.2452
web: www.veilgo%com
W
mlt tw tEtEltttatft
Protect Name: ARNOLD/NEWMAN CHANGE
Prorect Description:
Pailldpants:
DRBNumber: DR8070302
RNAL APPROVAL FOR A CHANGE TO THE APPROVED PI.ANS TO DELETE A WALK OUT
BASEMENT, REVISE THE PATIO PIAN; AND WINDOW REVISIONS.
OWNER ARNOLD, NEWMAN ANN & ANDREW OilO3IaOO7
3954 BIGHORN RD W
VAIL
co 81657
APPUCANT TOM FRYE Oil 0312007 Phone: 970-748-3073
PO BOX 2320
AVON
co 81620
3964 BIGHORN RD VAILPrclect Addrcss:
3954 BIGHORN ROAD
Legal Description:
Parcel Number:
Comments:
Location:
loft 6 Blodc Subdivision: LANDMARCTOWNHOMES PH I
2101-111-0.t01-1
See Conditions
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTTON
Action: SIAFFAPR
Dab of Apprcvah ItlO7l2O07
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
@nd:0
(PLAN): DRB approval does not onstitute a permit for building. Please consult with
Town of Vail Building personnel prior to @nstruction acb'viues.
@nd:201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward mmpletion.
Cond: CON0009478
This approval does not include the addition of a curved roof over the garage entry.
Cond: CON0009479
The applicant shall obtain approval of the new fire pit from the Fire Depaftment
prior to installation. The flre plt shall be a UL listed appliance.
Planner: Warren Campbell DRB Fee Paid: S20.OO
Changes To The Approved Plans
Appllcation for Design Review
Oefnmert d Cqrrruly Oewfpment
75 Scdfi frontage Rod, Vd, Cdordo 81657
H: 9Z)..179.2r'8 ia;, 97L479.V152
vreb: rww.mlgw'on
Gensal Infunnadon:
All proJects r€quiriu d€ligr t€tierY md l€eiye apFu,al pric to sjbmitfiql a btdldng pennfr applcauon. Plee
rcfer b u|e gb|nil*al rcqutuements for the prtirla approval that b rcqE*ed- An apdl(rtbn br Des,gn R.vis
cannot be aaoepbd urtil dl r€quiGd inbrmdon b rcdved bV Un Cmrrunfty Oadopmert DepnUnent The
proiect may abo ne6d b ba lcvi.ruEd by the Town Ccund an46 frte Plannturg and Ewirqtmentd Cornr{s*n.Ddfi nMsf, TFtouJ $nr udgSr hnfir Dfil{tb hnd and oormudon omoEtarullhh
oncyteolof t1'caPgrcnl
Descrlptim dtfrc Rqgr* 1- Delebwafxsut besementand rcvise rctrd.+ngd 3. It$n<lovrwislors(stairsellwindorcard
Lodon d$e Propcl: l-oB_il_abOc_ g.DCvbin l-ardrsc Torrrtgn€s phlse I & phese ll
ftyCtat Addecs: 3954 EXrhom Foad.l,Ybst{alf
M llo.: 210111104011 (aofiad Eagh @. Assessor at gru-32g{eto for pard no.)
Zonlng:
I|am{s)d(Imcr(il:
ilameof AppllcanG'
op
G'o
\,o
trlors
lldlingAdfres:
Pltorn;{srq 47r€045
Fmaillddrcs:
flpedRaniewald Fee:
E AongesbApgroved Plas
$hdtblRsruirqsrtr:
3 Sets d Ptans Addrcs{*€ @ed Orarpes
Signaile d tlomswner(9 or Amiatbn
furrsiisrsb CansaHyArorna by krning fforthe
Deigrt Ra,ievv Board.
i20
7&{71
Offielr$Only: hhid: 26 - O"4no.,--t{--'g'- | -of
JUL 0 22Wl
TOWN OF VAIL
'OItrT
PROPERTY OWI{ER
WRITTET APPROVAL LETTER
I, (print name)a lrint owner of fperty located at
prwide this
fetter as written apprwal of the plans datrd O+22-mT whkh have been
submitted b the Town of Vail CornmuniEy Dwelopment Depaftment fior the proposed improvernents to be
completed at the address noted above. I understand that the proposed imprcvements include:
Revisions to previouslv approved plans including:
1. Delete wa,lkout basement and rcvise related patio design.
2. Addition ofqrrved, copper canopy above qarage door.
3. Window cvisions (stair well lvjldqlvs and window paftem in living and dining rooms).
6,
'#^
AddiUonalln pleasa thed< the statement below whidl |s most appllcable to you:
I urffind tlmt minor mdifiat&trls nay h n& b tle funs over tle ours of dn rcview
to ensue andhtre widt AE TownS apliable ffi and tqulatiots.poqs @l
?r7a^
Qiitial here)
D I rqtrct tM atl ndifiations, mins ar drenvi*, wh*h are n* b tlc plans eter& @urs
of dn rcuiewpw, E btonghtb myathntion bytlea@bntfq&itbrclaprynl Morc
udegoirrg furterrcview bytle Tutn.
joint property owner letter revised 10/182@6 Er
(nitial here)
-li--^a l^ ^^-a6,l ^l^i-
.a
^--- I tl I O aa|.tlA l^^
******++******+f*+*++++***+******************************t*+**+*++**t***+***+********t******
TOWNOFVAIL, COLORADO Statement
Statement Number: R070001152 Anount 3 520.00 07/03/2OO702:20 PM
Pa)ment Method: Caeh
FRYE/RESORT DESIG:N
fnit: 'JSNotations $/THoMAs
Permie No:
Parcel No:
Sit,e Address :
Location:
Thi6 Palment:
ACCOUNT ITEM LIST:
Account Code
DR 00100003tL2200
DRB070302
2101-111-0401-1
3954 BIGHORN RD VAII.,
3954 BIGHORN ROAD
. s20.00
DescriDtion
[4re: DRB-Chg to Appr Plans
Total Fees:
Total ALL Pmte :
Balance:
$20.00
$2o. oo
$0. o0
DESICN REVTEW FEES
Current Pmt.s
20.00
/ant&m*r{ownhorws
mnl|.rulY Er,Erap|f:}tt
Design Review Board
ACTIOI{ FORM
Department of Communlty Development
75 South Frontage Road, Vail, Colorado 81657
tef: 970.479.2139 fax2970.479.2452
web: www.vailgov.com
Project Name:
Protect Descrlption:
ARNOLD/NEWMAN ADDMON
3954 BIGHORN RD W
VAIL
co 81657
APPUCANT TOM FRYE
DRB l{umber: DR8060059
031 t312006 Phone: 970-748-3073
Paftlcipants:
OWNER
RNAL APPROVAL FOR A CONVERSION OF CMWLSPACE INTO GRFA AND OTHER EXTERIOR
IMPROVEMENTS TO THE FACADE AND LANDSCAPING.
ARNOLD, NEWMAN ANN & ANDRE\A/ O3IL3I2OO6
PrcJect Addrcss:
3954 BIGHORN ROAD
Legal Description:
Parcel Number:
PO BOX 2320
AVON
co 81620
3964 BIGHORN RD VAIL Location:
Lot: 6 Block Subdivision: I-ANDMARC TOWNHOMES PH I
2101-111-0401-1
Comments: See Conditions
BOARD/STAFF ACTION
Modon By!
S€cond By:
Vote:
GondiUons:
Dorward
Dantas
4-0-0
AcTON: APPROVED
Date of Apprcvalt MlL9l2006
@nd:8
(P[AN): No changes to these plans may be made without the written onsent of Town of
Vail statr and/or the appropriate revierirr commit@(s).
Cond:0
(P[-AN): DRB approval does not constltute a permit for buildlng. Please consult with
iown of Vail Buildlng personnel Prior to construction activifles'
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) yeal following the date
oi hnat approvat, uitess a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0007976
The applicant shall utilize "Option 3", the dry stack stone option, on the
sbucturc.
cond: @M)007977
The boller whidr is rrecessary br the nenr heabd enryway is not shourn on the plan.
If this bo|ler is to be located o<temal of the structure the applicant shall submit
for rsdew and approval by statr the locatlon of the bolhr prior to installatlon.
Wanen Campbell DRB Fee Paid: l30O.0O
Additions-Reeldentlal or Commerdal
Applicaffon for Design Revieur
Departn€nt of Cqnmunity Devdopment
75 South Forfttgtc Road, vail, &lorado 81657
Eh 97O.4A.NB fax: 9m.4n.2452
w€b: wrw.vaahw.@rn
Gmnllrfrnndon:
All proJects rEqulflng deslgn review ml|st rrecelve approval prior b submitting a bdldlng pernit
the $bmittal t€qulr€mclts for the parucLdar approval that ls rcqucstcd, An aPdlcauon fur
acccpEd tf,|gl all r€qulr€d Informafrm is rccived by the Commt.nlty Der/dopm$t Department
b be l€vlar€d by tfE Town Couril ard/tr tlc Flnnang ild Envfiqlrrntd coflunbdon. Ddgn relr n|Ud tputr r hfltrg prnlt b hFd ld ortudon omnr dd*r qF Fr dtlE ponl
DCCdpdon Of tlfo Rcqud: conversion of crawlBpace into GRFA aad creation of walk-ouE
garden; expansion of livipg room and addlgion of balconyr replace rindous r addiliop of
gtone and 6tucco; addition of entry rooft remodel entry area and landecapingi re-roof.
Loca0on of t{rc Prcpoerl: Lot:or Bbck:- Subdlvlsbn:@aLon
Plryrlcallddru:39511 Biqhorn Road
Parcol llo.:2101111040L1.(Contact Eagle Co. Assesor at 970-328-8640 tor parcel no.)
Zoning:1!o Panily Resid.ntial
EGE0vtr|il
"":i::'j' a
ilrmc(rldOnF(al:Aadv Alaold eld A!.o Neroaa
d
Ng)of\
0-o
Cn
\dt
HrlllngAddror:3954 Biqhorn Rd., VaiL CO 81657
llrnnof APPllcrnft Ton Frye
l,lrlllng Addrur:PO Box 232 0 co 8162 0
PhOnO: 97o-74a-3073
glE 11,00 pcr squaru ft* of bull Sgn aGa.
For con9b1rc0on of a new bulldhg or demo/r€build,
For an addluon wherr square footage is added to arry r€gdenual or
@mm€rcial h.IldrE (inclLdcs 250 additions & intgior cmrrcrgons).
For mtrs duEcs b hlk{ngs and slte imprur€nrents, srdr as,
ref@frng, pdnttng, wirdouv ddltorq lanGcaplne ftnc€s ild rcbldng
walls, ctr.
For minor chang€s b bnlldings and site imprwements, srlch as,
rr+oollng, palnung, wlndow addluons, lan6capim, ftncls and cEllrlng
wdb, et.
t20 tur rt\,blorts b dans dredy pp]orcd by Plarri{tg Statr or lhe Desfgn
Re{hr Bond.
No Fe€
ErnrlAddrs:
Typc of Revlcw and Fe:
tr SlgrE
tr Conceoural Review
E New ConshrdonE Addluon
tr mhor AlErauon
(mr.dti-hmily/cofiitfE cial)
tr Minor AlEra0on
(stngle-family/duphx)
tr ChrEesoAmrsvd F1ils
tr S€paradon Request
ts0
No Fee
$650
$300
t2$
$20
Sflf:-hsE**ilo. s{v5
A3lW2gEE gB:39 3839827046 JEFFCO IFEN
r litfir fiffibd d* nls nrdltrrign iry b3 nd Dl'E DbtEau $e @(|t d ilc |rt'hx'
troar b cnr|" ontt|E|G rriur tlG Tannl *fdh G nd tqlEdom.
PAGE A1
*ffi DrrTtlilttilotlntlfrrriAtrilovrltlrTln
p|ol,EtttFhtrlrGritEn{gs*dthficffi ot-U:06 dilchtlE
bst q$|tltGd tD $t tum o?\r|| ClntnJtrty Dac|oF|tEt brfirg* lb. tlt propd lttUtptpntrttts
b be onolrtrd * tlF ddress nobd rbre. I undtctlrd th* tfte pnpod improtft'|renE hdt'der
t ry-.ta aa Ftllt +E- :ilA (Ear r-4 d-..t14 tt nrl-drt a!d.a' .r4r16_el-I.l!rl!g
Ta --d .adftfr 6f htcFt. -'6r 'Gc d
of orlrr roo* ,
tlgtiltr
(Dm)
r, orr* *rr*l fti lg [,htL---------- r Jdtt owru or o,opertv tott*tl st (,.ldlt'/lesd
ADDITIONS . RESIDENITAL OR COMMERCIAL
SUBITITTAL R.EQI IREltlElfTS
General Infiormation:
This application is required for all proposals involving the addition of GRFA (grcs residential floor
area). This includes proposals for 250 additions and interlor convesions. See Tith 12, Chapter
15 - Glc Resktenthl Floor &ea for specific reguhtbns.
I' SUBMITIAL REOUIREMET{T5**
E All pagps of Apdlcatbn is cunplebE cheddiEt b ompleted and signedE StampedTopognphk SurSE Site and Grading Plan*I Landscape Plan*E Architectunl Elevations* (1 set 0f Redlined elevations)tr BErior color and material samples and specifrcatons.E ArchiEctunl Floor Plans* (1 s€t d Redlined flor plans)
E Ughting Plan* and Cuts@s) br proFsed futurcsI Title report, including Schedules A & B b veriff ownership and easemenb*I Photog of the odsting site and adjacent structures, where applicable.E Written apprwal from a condominium association, landlord, and joint owner, if
applkableMCI Sihspeciftc Geobg|calHazad RepoG if appllcable*tr The Adminiffir and/or DRB may requirc the submlssion d additional plans,
drawings, specifrcaUons, samples and other materiab (including a model) if @rned
necessary to determine whether a proJect will comply with Design Guidelines or if the
intent of the propcal is not clearly indkated.
Atus whrat rttu (i) ryab o/ab wztu& tM *td+i aa menirfr (2.
**For interior con\eEions with !9_ettrIigIlhAlg$, the submittal requircmenb include a
complete set of oGung and proposed floor plans, a tite rcpoG and writbn apprual from a
oonddninium associatbn, landlod, and jcint owner, if applkabh.
I have rcad and underctand t{re above ltrd submlttal rcqulrernents:
Protect Name:Arnold-Newman Residence - Addition/Remodel
Contracbr Shnattr€
F: \cde\r\FORMS\Pcrmits\Pl.nning\DRB\d rb-addition- I 1-2:t-2005.d0c Page 3 of 14 rLl23l200s
ADDITIOI{S - RE! IDENTIAL OR COIIIIIER.CIAI
suBMrrrAL R EQUIRE}| EI{TS
Topographlc turuGy!! Wet stamp and signature of a licensed surveyorD Date ofsurveyD Norh anow and gnphk bar scaletr Scale of 1"=lOor L"=20)D LegEl descri4bn and physical addressE Lot size and build able arca (build able area excludes red hazard avalanche, slopes greater than 40oh, ard
floodplain)E TEs to odsting benchmark, either USGS landmark or sewer invert. This informatbn must be clearly staEd
on the surveyo ftoperty boun@ries b the nearest hundrcdth (.01) of a fuot acuracy. Disitancs and berings and a basis
d bearing mlff be shovn. Slrow oGdng parB or monuments found and their rclationship to the established
comer.E Show right of way and property lines; including bearings, distances and curve information.B Indicate all eas$lents kJentified on the suMivbion plat and recorded against the property as indicated in
the tiue report. List any easernert restrictlons.tr Spot Elevatbns at the edge of asphalt, abng ttc sbeet ftontage of tfie property at twenty-five foot inten/als
(25'), and a minimum of one spot elevations on eitlrcr slle of the lot.B Topographic conditions at two foot contour intervals
o FIisting trees or groups of trees having trunks with diameters of 4" or more, as measured from a point one
foot above gmde.o Roct outcmppings and other sBniffcant nfriral feafures (la|ge bouHers, inErmithnt sueams, etc.).I All exFting improvernents (irrcluding fuundatbn walb, rcdoverhangs, hriHing orerhangs, tr.).I Environmental Hazards (ie. Rock fall, debris flow, avahnche, wetlands, floodplain, soils)! Watercourse setbacks, if applicable (show centerllne and edge of stream or creek in addition to the requircd
stream or creak setback)O Shbw all utilfl meEr bcations, including any @estab on siE or in the rightof-way adjacent to the site.
Eoct locatjon of odsting utility sources and proposed servkr lines fmm their soure b tfie structure.
t tiliUes b indude:E Cable TV Sewer @sD Telephone Water ElectricE Size and type of drainage culverB, swales, etc.o Adirent madways labeled and edge of asphalt for both sib of the roadway shown for a minimum of 25(I
an eid|er direction ftom goperty.
Slte and Gradlng Plan:I Scale of 1"=20'or largerE Property and setback linesE Exbting and proposed easementsE E)Gting and proposed grades
E Exlsting and proposed layout of buiHings and other structur€s including decks, patios, fences and walb.
IndicaE the bundadon witi a dashed line and the rcof edge with a solki llne.a A[ proposed roof rldge llnes witlr proposed ridge elaations. Indicate dsdng and
undemea$ all rcd lines. Thb will be |sed to calculab building height.
NAn Proposed driveways, including percent slope and spot elevations at the property
necessary along the centerline of the driveway to accurately ref,ect grade.
proposed grades shoryn
line, gamge slab and as
Lt/24?jJnsF:\cd€vwRl,lswrmils\Planning\DRB\d.b_addium_1 1-2:l-2m5.doc hge 4 of 14
NAU A 4 wide unheated concnete pan at the edge of asphalt for dri\€ways that odt the street in an uphill
direction.E Locations of all utilities including odsting sources and propoeed seruice lines from sources to the structures.
ts Proposed surface drainage on and off-site.E location d landscaped areas.a lrration d llmits of disturbance fencingNA! Location of all required parking spaces
NA! snow storageareas.
NA! Proposed dumpster location and detail of dumpster enclosure.tr Retaining walls with proposed elaations at mp and botbm of walb. A detailed crcss-section and elevation
drawings shall be provi@ on the plan or s@rate sheet. Stamped engineering dnwings are rcquired for
walls befvreen 4'and 5'feet in height.Nr! Delineate ar€as to be phased and appropriate timing, if applicable
E LandscapePbn:A Scale of 1" = 20'or largerA hndscape plan must be drawn at the same scale as tie siE phn.
E Location of sisting fees, 4" diam@r or laqer. Indlcate u€es to r€rnain, b be rclocabed (induding new
location), and to be removed. Large stands of trees may be shown (as bubble) if the strand is not being
affected by the proposed improvements and grading.E Indicate all o<isting ground cover and shrubs.fl Detailed legend, listing the type and size (caliper for deciluous tnees, height for coniftns, gallon size for
shrubs and heigtrt for bundation shrubs) d all the exlsting and propced dant material including ground
@ver.S Delineate critical root zones for o(isting trees in close pmximity to site grading and construction.
E Indicate the location of all proposed plantings.
E The location and type of o<isting and proposed watering systems to be employed in caring for plant material
following its installation.A Edsting and proposed @nbur lines. Retaining walls shall be included with the bp of wall and the bottom of
wall elevations noted.
Arcft ltctural Floor Plans:E ftale of 1/8" = 1' or larger; 1/4" is preferred
E Floor plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
building elevations must be drawn at Sre same scale.A qearly indkate on the floor phns the inside face of the ofterior structural walb of the bullding.I tabel floor dans b andicate the pmpoeed floor area use (i.e. bedroofii, kitchen, etc.).
E One set of floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) was
calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulatbns.
E Provide dimensions of all roof eaves and overhangs.
E Archltcctural Elevadonr:
n Scale of 1/8" = 1'or larger; 1/4" is prefened
E All elevatiom of the propced de\dotrnent drawn to scale and fully dimensioned. The devatbn
drawings must show both o<isting and finished grades. Floor plans and building elevations must be
drawn at the same scale.tr If building faces are proposed at angles not represented well on the normal building elevauons, show
these faces abo.S Ele\ratons shall show proposed finbhed elantion of floors and roo6 on all levels.
A All sterior materiab and colorc shall be specifkf on the elemtions.
E The following shall be shown graphbally and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.E Show all proposed ofterior lighting fixtures on the building.ts lllustnE all decks, porctres and balconies.t IndicaE fie roof and building dminage sy,sEn (i.e. gutters and dovyrxspouts).E Indicate all rooftop mechankal systems and all drer rcof sbuctures, if apflicable.A lllustrate proposed building height elevation on roof lines and ridges. These elevations should
coordinate with the finished floor elevations and the datum used for the suruey.
F:\dar\mRlls\Peimits\Plilrln9\DR8\d6_addi6on_11-232005.doc Page 5 of 14 1U23120n'5
a E$erior color and materhl samples shall be submitted to stafi and presented at fie Design Reviely
Board meeting.
E lJghUng Plan:E Indicate t),pe, locath ard number of fr<tures.
O Inclde height above grade, lurnem ouFut, luminous arcaE Attach a cut sheet for each pmposed fixturc.
N IilPROVET4EXT LOCATIOI{ CERTIFICATE (ItC)
E Once a building permit has been issued, and constnrction b undenvay, and before the Building
Depafinent will sdrcdule a fi"ming irBpection, two @p&?s of an Improvarent location Certiftate
suney GLq stam@ by a rcgisEred pofessbnal engineer must be submited. The tullowing
infurmation must be provided on ttrc ILC:E Basis of bearing and tie to section cornerE All property pins found or setO Building location(s) with tft= b property @mens (ie. disbnces and angles)B Building dirnenslons, lncluding declc and bal@nies, to tle near€st ten$ of a botD Brrilding ard gErage flmr dewtiorc ard all rcof ruge and eave line elevations! All drainage and utillty seryice line as-builts, showing type of material, size and e)€ct location! All easements
F:\cd6r\FoRlvlsucdnitsvrlanri0\DRB\d6_addiuon_11-2:l-2m5.doc PaCp 6 of 14 lvz3lzfi'
BuiHlng llabriale
PROPOSED MATERIALS
TVoG of llabdal
Roof
Siding
Olier Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Class 'B' cedar Shinqles
C.olor
Natural
PainE Eo match exisE ing
liledium Brown
Blend of sandstone (see
Beveled lap aiding
SEucco
Stone
Dark brov,rn - easE uniE fa6ciaLx maEerial to match exialing will be Dainted also
Rxisting Match siding color
Aluminum clad
Cuetom ateel and glaEa enErydoor; aluminum cl5d french doors Entry door: black
Dark Brown to match Erim color -
EasE uniE window will be Daincedrnatch trim/window color -
French doorg: dark brown
NA - No trim
al l oehers
NA - No trim
Hand or Deck Raib custom sr.eer baruscerg w/aircrafEcables @ 4" o.c. horizontsallv Dark Brown
New chimney flue : manufacEurers
st.andard unit Dark Brown
Copper f lashj.ngs. gutters and
dohspouts Natural Patina
Boulder wall-s and stone veneered Native boulderar sEone veneer
COnCreCe reEaininq wall i-o metch wall veneer on horrse
ExisE'g - wood siding to remain Paint Eo match siding
NA - No Eraah enclosure
NA - No Greenhouses
7 excerior fi-xtureB -See cut. sheet "Old Brick" - See cut sheet
ilot€s:
Plese specifu the manuPacUre/s name. the q)lor name and number and attach a aolor chip.
F:\cde\,\FoRMs\P€rmits\Planning\DRB\drb_additjon_11-232005.doc Page 7 of 14 rLl23l200s
PROPOSED TREES
AND SHRUBS
PROPIOSED LAI{DSCAPII{G
Botanicel ltlrme Gommon llame Qtrantlw Si!€
cororado Brue rpruce nft5lfifffio zo, - ro' Eall
Aspen 1 2' tso 3i cal.
shrubs 14 5 gal
E(ISrING TREES
TO BE REI"IOVED
Aapen 10n
cololado BIue Spruce 3 12t . zot & 30 '+,/-
Misc. small shrubs,
aod and Derennials L95o s't'+/-
Minimum Requiremenb for Landscaping: Deciduous Trees - 2" C,aliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
TvDe Square Footage
350 s.f .
GROUND COVER
soD
SEED
IRRIGANON
L,650 e.f .
EKr.gE r.nq auEomaEJ.c No increage fromEprinkler sy8Eem Eo beai.nrnrrarr .ni r--.i--A exiEtinq
TYPEOFEROSIONCONTROL Hay bales, posrs an.r
f:hrin o oerimetei See Site PIan, 1-A1 .0
Please specfi offier lanGcape features (i.e. r€taining walls, fenc€s, srvimming poog etc.)
Boulder walls set, in a waoderinq faahion to create Dlant,inq nnooksn; one concrete retaininq
wall w/ sEone venecr Eo match Ehe wall veneer on the houge (aee sEone veneer options).
The exisEinq landecape will remain as is, with mogtl]| reoair and reveqetating in accegg aleas
and ncw landgcapinq occurrinq alonq salks, tscrracc8 and thc walk-ou! qardcn area.
F:\cdev\FoRMs\Permits\Planning\DRB\drb_addltlon_11-292005.doc Page I of 14 LLl23l200s
Suruey/Site Plan Review Checklist
Deartment of Commmlty Dectrpment
75 South Frantage Road, Vail, Colorado 81657
E]l: 970.479.2L28 tu: 970.479.2452
web: www.Yaihov.com
*Thb drdtW mwt b eabnftd ptu b PttHtc Wot*s tctrlcw 6t popwd &wbpncnt
OwneS/MeCt Name: Irnold-New|mn Residence - Addition/Remodel
ProJect Address:3954 Bighorn Road, vail, Colorado, 81657
Applicant:Tom Frye PhOne Numberi e7o-74a-3o73
$!nEto Stamped survey of property
n CwiUSite plans
SUn GY R€ouircmenta!
o Surveyo/s wet stamp and signature
!3 Landscape plan
o Title Report (Section B)
DaE d survey
tlorth anov
Proper scale (1"= 10' or t" =20')
Legal description
Basis of berings / Benchmark
Spot Elevations
l-abeled nght of way and prcper! lines;
including bearings, disences and cunre
information,
Lot Sizetr Build able Area (o<cludes red hazard
amfarcte, slopes gleaEr tian 4U/o, and
floodplain)
Site Plan Reouircmentr:
I. Atress (check all)N!tr Driveway type and finished surface are shown on tie siE plan.o Unheaed o HeaEd (portion in ROW in a separate !one)
NAtr Snow sbrage areas are shown on the site plan wlthln property boundaries (30% of driveway area if
unheated; 10olo of driveway area if heated)
NItr All drivervay grades, dimensions, radii are clearly noted on the sne flan and conform to Development
Standar6, p. U. SEepest Sectbn Drivervay Gnde (not the at€rage gnde):_
NIo Parking spaces and turning radii are nobd on stE plan and onfuim b De\relopment Star@rd+
pp.12&14
U. Constructlon Slte (check all)F Location of all utilities and meter piB are shown on the site plan.
D Limlts of dbturbance construction fencing is shown on the site plan.
n I am awaretiat approred Stagins and Constuction Traffic Contol Plans, as per the Manual of
Unibrm Tnffc Contnol Darices, will be necessary prior to @nstruction.tr I am aware that a Re\rocaue Right of Way Permit will be rcquircd mr to aonstnictbn.
o
o
o
o
o
o
ct
o
tr
o
o
o
o
Erwironmental Hazards (ie, Roc* fall, debris
flow, avahnche, wedands, floodphin, soils)
Watercou6e setba& (if appli:able)
Trees
Labeled easements (i.e. drainage, utility,
pedestrian, etc...)
Topography
uullty locations
AdJacent madways labehd and edge of
asphalt br both sides of the roadway shown
for a minimum of 250'in either direction
from property.
F: \cdev\FORMS\Permits\Planning\DRB\drb_addiUon_ I 1-232005 doc Page 12 of 14 rLl23lzOOs
III. Drainage (check allthat apply)
NAtr The required Valley Pan is shown on the site plan as per Development Standards, p. 12.o (Note: Valley pan must not be heated)o 4 FootConcr€te Pan q 8 FootConcrete Pan
A Posithre and adequate drainage ls maintained at all Umes within the proposed siE.
NAtr Culverts have been provlled ard are hbded ard dinensbned on the site plan.
o A Hydraulic report has been provided. (As requested by Town Engineer)
ry. Erosion Control (Check all that apply)o Dishjrbance arca is greater than one half acre.o A separab Erclon Contnol Plan has bear poftssionally engirreered and PE stamped.ts l-ess than one half acre has been disturbed, and poper erocbn aontrol devices are shown on the site
plan.
V. Fbodplain (check all that apply)
E The ryolrt lies within or adjac€nt to a 100 year Floodphin.
n 1fi) year Floodplain b shown on the siE plan.
o A Floodplain study has been prwk ed. (Required if floodphin b witiin constructbn limits or as
requested by Town Engineer)
o The proJect does not lie within or adjacent to a 100 year Floodplain
VI. GeologicailEnvironmental Hazards (check all that apply)o The project lles wlthln a Geologii/Environmental Hazard area. (See Developrnent Standards, p. 20)o A Hazard Report has been govkied
E The project does not lie within a Geologic/Environmental Hazard area,
VII. Grading (check all that apply)
0( E<isting and proposed grades/conbus arc provided on the site plan.
6 All disturbed areas have been r€tumd b a 2:1grade.o All disturbed areas not retumed to 2:1 grade have been Ptffessionally Engineercd with slope
protection and/or stable soils. PE stamped detalls are provided within plans.
o Only odsting contours are shown on the site phn, there is no proposed grading.
VIII. Parldng (check all)I All resilential and cormerchl parkirq spac conftrm to the Derrelopment Standards, pp. 12&15.
D(. Retaining Walls (check all that apply)A A[ retaining walls conform to the standards in the Development Standards, p. 19.!l All retaining walb and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
All rctaining walls are shown on the site flan, with labebd @ and bottorn of wall devatiofts and type
dwall onstruction.
No retaining walls are required for this project.
Sight Distance (check all that apply)
Proper sight distance has been attained and shown on site plan as per De\relopment Standards, p.12.
Nep Proper sigFtt di.stane has not been attained. E<planation why:
Addidonal Comments
Please provitle any additional commenb that pertaln to Public Worls
Applicants
o
X.
NAO
F:\cderr\rcRMs\Permits\Planning\DRB\drb_addition_1 1-232005.doc Page 13 of 14 LU?3lnos
****l"l't*l *f***l'**l*+fatlal+***ftl''t*ar**l**'l******a+***+******tf't'*************++a+********rr***
TOWNOFVAIL, COIORADO Statemet+++alffafla*+*ltallta+aa*faaat+tfff*i*****'i**||'+*******++ttlfl+****'t!*************+*+++f+*****
Statement Nlrmber: R050000226 Amount 3 $300.00 03/L3/200604:15 pM
Palment Method: Check
ARNOIJD
Init: lTS
Notation: 8143/A.l{.
PermLt llo :
Parcel No:Site address:
Locatioa:
Thie Palment:
DRBO50059
2101-1X.1-0401- 1
3964 BIGHORN RD I,I'AII.,
3954 BIGHORN ROAD
$300.00
Type 3 DRB - Addition of GRFA
Total Fees r
TOTA1 AIJIJ PMtg :
Balance:
$300.00
$300.00
$0.00*+flttaaf++**+***l***at*ltt****t**taai++++f+lf*****fi*'|**+*'i**'*********r*++***************+'i{r
ACCOI,JNT ITEM LIST:
Account Code Deecription Current Prnts
DR 00100003L12200 DESTGN REVIEW FEES 300.00
From Land Tltle (pB3) iion Mar 13 13:58:58 2006 Page 1of 9
F
LandTift
Land fitle Guarantee Company
CTISTOMEN, DISTRIBUTION
Date: 03-13.2006 Our Order Number: V500f3799
hopcrty Addrccs:
3954 BilGHOml BOAD IjNIT W/ IANDMARX( TOqltiHOt\,tES PH r & 2! IrO'f 6W VAII-, CO 81557
If you hw eny lqldcs or rtqdrc ftrr rdslrtrg deese contrct orE of ip nders below
For Tlfle AsSstrnce:
Vall fitle Dept.
Roger Ar'llo
IOE S FRONTAGE RD W #203
FO BOX 3S7
vNI4 CO 81657
Phone:91O-476-1ISL
Fsx! m0-476-O32
EMeil: ravila@ltgc.com
ANDREWAXNq,D
395.I BIGITGN BD I,NIT W
vAtr, cI) t1657
Phm: 36-39Gil2l2
F[| 30$tr/5-2030
SGr| Vte [h
T1OVI FXY
Fffi: 90-74&3@4
S€m Via Fs
From Land Tit'le (DB3)ilon Mar 13 13:58:58 2005 Page 2 of 9
F
l-and Tlft
Land Title Guarantee Company
Drtei 03-13-A)06
OurOrderNumber: V50013799
Property Addrcas:
3954 EIGIIoRNI ROAD IrNIT W/ IAI$DMARK TOqNHOil/frS PE 1 & e IOT 6w VAIL CO El5s7
&rJrer/Borrower:
ANN NEWMAIT ARN(LD AND ANDXGW W. ARNOII)
Seller/Owner:
ANN NEWMAN ARN(XI} AND ANDREW W. ARNOLD
Need a map or dlrecdonf, for your upcodng do6lng? Cleck out Lend fide's web slte at www.ltgc.com
for dlrrectbhs to eny of our 5{ omce-locrfo-ns.
ESTIMATE OI'TITLE TEBS
It'ordonBirdcr i750. oo
,J.tl b ctotlq tJ,"!a ttaa'.cct a. aiDor. t.t $7). be cnLl.ctd !t tnrt tlf-
TOTAL $750. oo
Zt Itrt UttJ (lrrrrDt..
tat oCdtEl 0 3/Oa IIIANK YOU IOR YOI]R ORDER!
From Land Tltle (DB3) lfon Mar 13 13:5E:5E 2006 Page 3 of 9
Lard Titk
I.If{) IITTEGIJIRFNIEmT'IPA{Y
I1.||OCE
O*ilr: ANNNBIIIMANARI{(LDANDANDRBWW.ARNOLD
Plopcrty Ardnfs: 3954 BIGE()RIY ROAD UNIT W / I"A]{DMARK TOWNIIOIT4ES PH I & a LOT 6W V
c0 El6yt
Yor Refercnce No.:
Whl referdrg b dls order, FcGe rtfercme orr ffier No. v50013799
CIIARGES
IrformdonE*r $1s0.00
-Tolal-$rs0.00
Fle8e mlc chcks peyatle tor
Lcd llde fturantee Conparry
P.O. Box 5440
Daner, 0O E01117
From Land Tlt] e (DB3)lion ilar 13 13:58:58 2006 Page 4 of 9
(ldcago Ttde Irsuerre Cornpry
ALTA COMMITMENT
Schedule A
f)ur Order No. Y5ffi13799
Cust. Rd.:
hoperty A.fdr€s:
3954 BilGHORI{ NOAD UNIT W / I,ANDMARI( TO\trNHOMES PH T & 2. I.OT 6W VAIL CO EI657
1. Efiectlve Date! Fcbnnry 2:1, ?ffi6 ar 5:00 P.M.
2. Potrcy to be Issueil, end hoposcd Inrured:
Irtrorodon Hrder
Ptopoced Imrtd:
ANN NEWMAN ARNqD AND ANDREW W. ARNOLD
3, The estrte or interest lu tte land descrlbed or refered to in thls Commitnent and covered. berein is!
A FEE SIMPI,E
4, Tlfle to the 6trte or lntcr€st covercd hcrrln b it the elfectlve date hereof vested in:
ANN TIEWMAN ARN(X,D AND ANDNSIVW. ARNOLD
5. Tbe lard rde|Ted to ln tbb Cor|lr|llbent ls descrlbed as follows:
TOWNH(X'SE UNIT 6rw' IANDMARC TOIVNHOMES PTIASE I AND PHASE tr ACCORDING TO TIIE PT-AT
REC{)K)E) MARCII 25, t9E2 IN B(X)r( 33t AT PAGE 14E AND ACCORDING TO TIIE TOWNHOUSE
DBCX"ARATION RrcONDED MARCXI 25, 19E2 IN BOOK 338 AT PAGE 147, CDT,T'{TY OT'EAGI,E
STATE OF COI.MAIXI
Fron Land Tlt'le (DB3)Mon Mar 13 13:5Er5E 2006 Page 5 of 9
ALTA COMMITMENT
Scl*dde B - Secdon I
(Reqrdrements) Our Order No. V500f 3799
Thc fotrowfug arc tbe reqriremcnt3 to bc conrpllerl wlth:
Ibm (d hy|mf b or for fu eocorml of fu granbrs or |noqagon of flle ftll conslderaflon for tre estate or
InhJrst b be lmued.
Ihm O) Proper lBtret(s) cEdng fu es& or intercst b be fuisrmd rnt$t be executed md drly liled for rccorrdn
b-wlc
hrn {i) hyd of dl Aes, ch8es or rsseffinb levted ud ssessed rgdnst tbe srtject prndses which arc dlE
{dHdc.
IEm (O Adaildod rtqftmil$ llry dscloced bdow:
Tlds podrct ls for lrftrdorul Frposes orily anal abes mt cortsdhrte sny fomr of dde gu antee nor lmrmnce. Th
lldIF of O|e coryry sHl not cxcccd tu chrge peld by Or rpplcant for ffrls pruducl, nor shll tle compary be
Hd XaHe to my porty o0rcr fur &e apdlcant for tds poduct
II|IS COMilTITMEAIT IS FOR INX(XMAIION ONLY, AND NO FOI,ICY WILI, BE ISSUEI)
PTJRSUANTNENEfi).
Fron Land Title (083)llon Mar 13 1-3: 58: 58 2006 Page 5 of 9
ALTA COMMITMENT
Sc.hduleB-Secflon2
@xepdons) Our Order No. V50013799
The pollcy or t oldes to be hflred wlll conteln excepffons to the followlng unless the same ahe dlsposed
of to the rafldactlon of the Compony:
l- Rgb or cldrc of Frd€ h po$esslon mt sbwn by tb !ruUlc rccords,
,- E6eEn!s, or cldm of 6€milq mt shown by lb @ic rcconls.
3. Dlsrtpcrdes, orillcts In bomdily lhes, Jhortrge In area, encr,oeclnrens, erd y facb wlich e conrct surey and
ll|specdon of fu frmdscs would drdose unl which rre mt sbown W lh prHic rccords.
4. Alry IerL or rlg[t to a lleq for servlceq l$or or rneterial fher€loforc or bercafter fundshed, lrlposed by law rrd
mt sbown by h Ftmc rtcotrdE.
5. Defec8, ||eE, e[Ttdrtrrces, edverse cldm or oher Ea.ficrs, if any, crtnEq lirst appearirg ln the poHic rtcotds or
elbctlrE sub0eq|rrt to fu ef;fecdve d& hrlof hlt prlor io the d|tc th proposed lmued acS.dles of record for
vdrE &e cstrl or lrtrert or rrllgage terEon coverrd by tl s CrmdtrEnt
6. T*es or speclel as*ssnntr wllch ert ml shown as edsdr4 llerc by ee pttlc pannlc r-r dr Trasr|Ier's office.
7. Liens for rlrpdd wrler !|d scwer drugec, I eny..
E. In diildoq flre owrrcr's pottcy wlll b subJect to drc rmrtgrye, lf any, mted In Secdon I of Sclnrlule B heEof.
9- ETXSIINGLEASES AND IE{ANCIES, IFANT.
10. RIGHT OF PROPRIBTOR OF A VEIN OR LODE TO ET(TRACT AND RElfOvE HIS ORE
TTIEREF'ROVT $I(XJID TflE SAME BE FOUND TO PENETRATE oR INTER.SECT TTIE PREIIIISES
AS RESERVED IN UAI.IIED STATES PATENT RECORDED NO\'EMBER 22. 1939. LN BOOK
123 AT PAGE 625.
11, RESTRICIIVE COVEDIANTS T{IIIICH DO NOT CGTITAIN A FORFEIIURE OR REVFJR'IT]R CX,AITSE.
BTJT OMITIING ANT COVE\IANT MNESTRICTION BASED ON RACE, LOLffi. REI,IGION,
SL HANDICAP, FAMILIAL STAIUS (}R NATIO{AL ORIGIN UNLESS Ar\D OIILY To '11{E
D(TSNT TIIAT SAID COYENANT (A) IS EKan{PT UNDER CXIAPTER 4A SECTION 3607 OF
TIIE UNIIU) STAIES CICDE OR (B) RU"ATES TO TIANDIOTP BIJT DG^S NgI'
DXS'CRIMINATE AGAINST HANDICAP PERSO}I-S, AS C{)NTAINU) IN INS.IRIJI\,IOIIT RE{IORDIX)
DE(EMBER 20, l96a IN B(XX 174 AT PAGE 403 AND IN BOOK l7s AT P{(i}J i3 -{ND
IN BOOK 175 AT PAGE tI.
12. TEN PFI!(ENT N(Xi-PARTIqPATING ROYALTY IN AND TO PROCF.IfDS DMTVED EROM TIIB)
SALE OF AI{Y MINRAI.S OF WIIATSOEVM,KIND AND NATUREPRODIJCFD AND MINFD FROM
TIIE SAID PREMISES AS RESERVED TO GUST KIAIITIPFS AND EVA J KIAHTIP''.S BY
INSTRUMENT REC{)BDE) NOVEMM. a 1962 IN BOOK 166 AT PAGE 4c7 ANL ;lNY A'ND
ALL ASSIGNMENIS THERE(F OR INIERESTS TIIffitrN.
Frorn Land Title (DB3)Mon iilar X3 13 r 58:58 2005 Page 7 of 9
ALTA COMMITMENT
Sdntule B. Secdon 2
@xcepdons) Our Order No. V50013799
ThG polhy or poldes to be bsued wll conlaln excepdons to tre followlng unless lhe same ahe dlsposed
of to the sgdsfactlon ol tte Company:
13. EASEIT'IENT TO WESTERN SL(XE GllS OOMPANY O!8. IiIE REAR Olirrr-riirm,iii-i i'!vr,Ni-Y
CO) IEEI AS GRANTED IN INSTRUME}IT RECORDF,'D DEIEIUBER 9. 1955 IN BOOK 18?
ATPAGE.t73.
14. GAS LINE EASiEMEFIT TWENTY TMT IN II{IDIII AS SHOWN ON TTM REf,{)RDED PL AT OF
GORE CMH( PARK AND RESM\/H) IN INSTRUMENT RECORDH) .ANUARY 23, 1980 IN
B(XX297 ATPAGE 756.
15. EASEMEAIT AND RIGftIT OF WAY FOR GORE CREH( AS IT AFT'ECTS SURE!]T PROPM.TY.
16. TERMS, C(X{DITIONS AND PROVISIONS OF TOWMOIjSE DECI-ARA'IION _BLrr OtlIT'r-ING ANy
OOVENANIS ORRESTRICTIONS, IFAI\I-Y, BASED TJFON RACE COLOR, REIIGION, sE)L
SEKT'AL (XIENTATI(N, FAMILIAL STATUS, MARITAL STAIUS, DISAHLITY, TLANDICAB
NATIOhIAL (XIGIN, ANCESTRE OR SOT]RCE OF INCOME, AS SET FORTTI III APPIICABIT
STAIE (R FEDMAL I-AT[4S, EK(PT TO TTIE EXTENT TTIAT SAID COIENANT OR
RESTRICTId\I XS PM}IIITH) BY APPLICABI.E IAW AS CONTAINM IN IIJ1;].-PJ;^\{ENT
RDC(XDED MARCXr 25, 1982 IN BOOK 338 AT PAGE 147.
11. EASEMENTS, CONDmONS, COVENANTS, RESTRICTIONS, RFSERVAfiOIVS AtrD liOrES Ohl
IIIE RE'CONDED PII\T OF II\IYDMARC TOWNHOMES PTIASE I & PTIASE II RTJC]ORDM NIARCII
25, 19E2IN B(X)K 33E AT PAGE 1,1E.
It. DETD OF IRUST DATED APRIL 2t, 2003, FROM ANN NEWMAI{ ARNOI.D ,4ND .{NDREVY W.
,IIRNOLD I1O IHE PIJH.IC TRUSTm OF EAGLE COUNTy I.UR IIIE USE OI' (. IAS'E
I\{ANIIATTATT MORTGITGE CORFORATION TO SECURE TTIE SUM OF $2?f.819.0{I RECORDH)
MAY 12, 2rn3, UTYDB.REffiTTONNO. E3296t,
Fron Land Tltle (DB3)Mon Mar 13 13:5E;58 2005 Page 8 of 9
LAND TTTLE GUARANTEE COMPA\Y
DISCI-OSURE STATEMENTS
Note! P|nurnt to CRS l0-ff-122, rDdce ls hrcby gven lh:
A) Th sublect ltal Fopcrty Dy be located in a special tDdrE distict
B) A Cctdfcele of Tdes IhE llsdry each hdtE Jutsallcdon rney be obtdr*d firm the (:ormty
Tneasuet's { Ddzed egert
C) Tln lttrotm[on ngrdng speclrl dsEicb and tbe boundrries of sndr dstricls may bc obbircd fiom
ft Bord of Co|Itly Coffisslomr$ be Cou|ry Clerk and RecordeB or the Corrrty Assessor.
Note: Effcctve Sepaerder l, 1997, CRS 30-10-406 requires tlnl nll docrrnents rieccrveu ror rBconiing or filirg
in tb clerlr ard rcoorder's ofllce shell conlaln r bp nral$n of af least orE inch arxl a left, riglt ard bo6om
mtgln of rl lcast orr Hf of m lm.h. The deda and reoorder rnay nfuse b rtcord or' file imv ilocltrtrna ll|et
dofs mt corforr, excepa fui, fu rqdrcrre for |h top nurgln shal not apdy to docwrnnts usirg fornrs
on rrldcb spos ls FovldEd for recorflrg or trXrg infonmflon at the top mrgin of tle docrErrl
Note: Colondo lXvhlon of Irruance Reguladons 3-5-1, Prregr|ph C of Ardcle \{I requlres thst 'Every
t0e erdty shdl be nfpotdHe for dl mlters whic"h eppeer of rccord prior b rle UrDe of rccording
wbtEver h frle entty codrt fu clo$trg ard ls ltspondt[e for rccordrg or liling of legd
doclrrEtt Esddrg ftom fie hr$don wtdch was closeal". Prrovlded lb Land Tide Guar*ntee
Co4any condrcb On closlrg of h Insrnd nrnsac(on ard ls rcsponslble for reconllrq thr:
legd doctmenF fron fu tmrcdon, €xcepdon mmber 5 wlll not appear on the Orrrcd s litle
Fotrcy rrd fu Lenderc PoIcy ylnn lssad.
Note! Anrmfye cc.hrdc'c llen protection for tlrc Orv;€r llray be avall$le (q picatiy b,; rl,'l:tion
of hc:epdon m. 4 of Schftrle B, Secdon 2 of th Connnltnent lhom the Owrrcs Folic! to ntl
lssrrd) rpon cou$arre wlft th followlrg condldorc!
A) Th lmrf &rcdbed In Schfule A of ttds comrnlarent rrust be r $qgle ferdly resldeft'e which
lnchrdcs a cordoffiun or townbrrse rtrdt
B) No l$or or rndedals have bccn frrrdshed by rFcttrnlcs orrraterlel-nrn for uffx,ses of
constrEuon on tre lrnd descrlbed ln Sc-hedule A of thls Co rdtrcni s'ithir; lhr t-raJJ 6 ,.lonths.
C) Th Confary mt rccelvc m moprtat amdavlt irdemn vlrE the Compatly aqarnst rur-Illed
rrlch[rlc's 0m mtdalmn'3 Uens.
D) fh Corryny rnBt Ecetve poymeril of tbe apFoftate pr-rniun
E) lf here h been consEwdoq trpovenenE or nnJ('r rcpodrs undertaken on trc propcrty to be prrrlmed
wlfrn slx rmrdr ptor to ftc Dale of fte Comdtnent, the nrqrdrertEnts to oi rl]l cor d"ge
for urrecorded llets wll lncl 're! dsdosu€ of cerfin constr:rrton lrforrra[ -. n: f ]rra'.cld lnfaorradon
s b lh seller, fu brllder d or lb contactsri payrmnt of lbe Eipruljrirtr 1r.-: rirul lJ'y
€xecltt.d Irddty Agrtemnb safsf,rcbry !o tlF cor]lFuly, an4 an' addi iornd r.:quifl-&'mr|.c
rs my hc tEcessry dter en crdmflon of the rforerltld lfonmdon by tl(. ClDu'.Aaj I'r.
No Govetxge wln be glven rnder my drcunBtarces for hbor or @lerial for rvtricb (h€ iluur,-.{,I
b cont*t d for or agrccd !o pay.
Notes Pusuotl to CnS 10-11-123, nodce is brtby given:
llls mdce epfll€ b owr|er's pollcy co'rrri@nb cont{inirq a rnineral seveEuEe j.:;lr'.JI*nt
excepdon, or excepdorls, In SMdc B, Secdon 2-
A) Itit 6crc b rrcorded evialence ftrt s dnerd eshre lqc been severe4 lesed cr olhe,';vise
conveyed from fu srrface estale ard 6nt fure ls a subchndal lilclibood dnt a thirrt tnrtr'
holib som orr[ InErcst In oll, grq otlFr dnerrlq or g:.rtherml ernryy I r 1lrr l.).,,r r.r" rl slid
B) Ib crlh dnerd estrle my hclnde Orc dghr to enter and use thc prol.trly ivilhorrt. tl tt
srrfrce owrrct's perdsdon
No{dqg bereln conldrFd wltr be fuemed b oHlgsf€ the coryrpany to prcvlde any nf the eoveEqes
rdentd b hrcln def,s lhe above corddom arc ftrllv salisl'loc-
Foln DIscl,oSURE 09lO7lO2
Fron Land Title (DB3)Mon [,lar 13 13:58:56 2006 Page 9 of 9
JOINT NOTICE OF PRIVACY POLICY
trlddlty Nrflonrl Flnanclal Group of Companies / Chicago Title Insrrrs.nce lorlpany
Seculty Urdon T'ltle Insurane Cornpany and Land Tttle Guarln! | r C:.nlrinv
Jr Y 1' 401
We Ecortlze eld nsect h ulvry exrcffions of todav's consunnn rtd lhe r:rr:lrerrc"s uf arrrrlicaHe fedenl urd
sEE prlitrcy laws. We be[cvd ht fuldig you awan of liow we use yorr nonprrbli,.' lx.n,r raj intriinndon ('?ersornl
Idorfunori'), and io whom lt ls dsdose{ -n'ltl form the basis lbr a riladonshiti of lfl&t htween us and tllt Frulclh we sere. Ills Ptlvry Strtsmnt provldrs thrt exdenalioD We rtserre t* dght to .jlrange tlris kivry-Si|bmff nm fu b thie oordsbm-wllh ap@catie -pivxcy laws.
In thc couEe of our budncss, we may collect Personal Information about you from thr lblL-rwing sources:
| trbom pp[cdorls or o&er fonrE we rcceive frcm you or yor[ sullmrlzed rcprcJrnhtir ei* Flom yb'rr trrrrdom wl6, or thom lhe servlces 6clnq pirfol.rFd by, :s, r1:rr,mllir.!.s. ,rInlhe]s;t Ftom 6|r firenEt web sltcs:
'r trloD tb plllc recods mlnhlmd fry govemnnntrl eniifcs 0rrl rve clllrer vitali, ,:l Lr:e ,l ,, irom 0xrsecriteq or fiom orr d rres or ofurs; rrdi Fllom consurnr or ohr rcpordrE ger*les.
O|r Folldes Regsra[ng thc hotccdon of the Confldentlalily and Securlty ol Youl' Personal Informatlon
We dntrln Mcal. clcctordc tnal nocedu,"rl safesttar,ls ro orcect your PEbor'a. 'lri,lrr,ulk,tr li!fiI Dnflutror{zed
aocf,s or ltfr:r5fon we ltdl access !o' fie llelsorrll Iifon rnrion cr r to rfose cJ/triu.(.:s viru rrrr s.rtp rr,:cess in
connecdon wlfr FovLilrB lrod|rb or serrlces b you or {br odFr ligltln-ate hs'lners p\n1{rses.
Orn FoIcles end Precdcs Regrrdlng the Sharlng of lour Personal Informadon
We may shtt yotr Petsotd ttroITdlon wl0l our afflll@s, srrch as lmuance rrir,\r{irrc.i agerris, arid o0rer rerl
estrb gi:demrl serrlc! pmvldeR Wc dso rnry dlsr:lose your PesorEl llf,ornrafi(,fi'
I b 4eIr!3, tmk3lT or rcpresertgtves tD prorldc you riJr set1i{cj 3ou har c i srt.(!rE(,i
'r b t rd.'p|rtJa corilrclDrs or-ser"lce provideris wh pror4de sewices L,r perfc'-l' ":.''i?J-'. ,i other
fUrrcdori oli oru bchrff: andI b obel8 slb strom we enler inio hint mr*edrB agrftrnents for producb or serljces tbet wc belleve youmy f,rd of Intelt3t
In dddon, we wlll dsdoce yor[ Fersol|al Irfonmilon *lxri ;ro.r direct uf gice ur l-in,D5s {'i'. rrl*rr ne arc reqdrcd
by lew 3o do Bo, or whn we suspecl frardulent or crfirdnrl ncd'.lfles. We alsorr:,' i'.r',r . 'r.rDrrii,ru'Infonmdon whn ofurslse rn lffed bv rndlcable u'irat'f is.vs srtch as. fo!. err , ri ;, rrr,rr,r- r.i needed
30 e orcs or rtgS arlslrg irr of any tL'r&'nrnr" lrurx* ii,,r , I i\:!allq,'i',Dll' \r r r , -
Om of be tnporturt rrspomltalldes of som of our tltlllaterl r:omprdes ls io rrcDnl docunrents in ttrc prHlcdodn Srrch'docurrnt'rmy conaln yorr k$onal Irfomredon '
Rlgbt to Access Your Personel Informetlon and Ahlllty to C4rrect ltrrrors Or I'iciluc ii r liranges t,r I)eletlon
CerEln sb!e3 dori you |be dqH to access your Persornl r4fonmdon and, rtrld{ " 'c' .' : lerr-.ft:rl.c€s, to find orxb whoD yor[ Pcrsofu ttromidon ho. beeir dsclosed- Aho, certriin stelci affort, v,,o ai.e riehl lo rrqrrcst
corrccdoi, IrEfurJ or dele0on of yom Persoral Inlb; urdi,.r ru \'"e rcscf v.'ll^. ,i ,., p,.rriarld by law, !o
chrgc a rirronalle fee !o cover fte c6sb ho.rted In r€sporx qg to such r€quests- '
AJ| rcquesb EuMEed b be ndelity Natioml Financlal Gnr:p r.f ConTnries/( h'cr'1, , l)?! ' ''r;unrrrl ,.hmfny
shrll b tn wddrg and dcllvercd to tn followlng addnss;
I'ti! ey l -1r[ at.:q ()fri.:tl'
l'ldelltv ririior.,.l l\rDArcinl. lll( .
4050 fall,: RedI. Sulte 2?0-
Sa,rta Rtu;]are. C.t 9i110
Muldple Products or Scrvlccs
If we provlde you wllh morc frnn orn nmnclel pnlduct or sen'lce. you rnay rttrcire ,-ncrc than one prlvacy noflce
tom |s. We apotrogbe for qy lNr|verdence 0ds rmy cl.rr,e ye,*
Fodr PRIV.POL.CHI
9044OB Kichler Ligbting l-Light Olde Brick Owdoor Wall Mount LightcBR>
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Page I of2
Kichl6!Liqb!09 > Fiv€ Rivers' Comd4e
Kichler Mssler Pric6 List > 9O0XX-949XX >
Clict b onla€B
Onc-Light Oldc Brick Outdoor Wall Mount Light
gll.l.toB by Klchler Llghtlng from the Grenoble Collsc{lonr Style: Casualr Dimensions: 8 inches hlgh x 11 incfi long rro Heighl Fmm tho Conter of thewall Opening:2.S inches .. ,@r Lamping: Oned€g-\Alettsftledium Incand€scent Sockot ., 9/1 , k,
I 5fi',1;113il?,i-,,"*" un.w^Ir,il'"
, fuflP,.r Usage: Suitable fior Wet Locadons L/0' -z $) v
" t ILVe Quantfly: 1 4 ,? -.r{^'
o Bulb:Notindudod n^rfu " y'lY'
r Weight:spounds l.tN'' t t 'Z
. Shipping: Free F6dEx - UPS
"]/fr'A (tw
Avaffabfflty: Ugually ship6 in 3-4 h.reineos days I ' -(l
90a/l('B Klchler Llghdng l+loht Oldo Bdck Outdoor Well lount Llght
904408
Sugg€stod Retai[ $1m.00 Sale price: 379.29 Odrr I
Phon€ order operators availablo Mon. - Frl. 8em to 6pm mountain tim6.
vers Li
htp://store.fivcivos.com/9M4ob.hml 3lru2005/
STONE VENEER OPTION 3
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PHOTO KEY PIINI
Arnold-N evrnan Residence
3954 Biehom Road
Vail, Coloredo
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Design Review Board Meeting Aprit 1912006
AmoldA.{ewman Residence
Portion of Title 14, Development Standards handbook which addresses the architecture of duplex
stnrctures.
E. Residential Development (in pan)
1. The purpose of this Section is to ensure that residential development be designed in a
manner lhat creates an architecturally integrated structure with unifzed site development.
Dwelling units and garages shall be designed within a single structure, qcept as set
forth in subsection 2 below, with the use of unified architectural and landscape design. A
single straature shall have common roofs and building walls that create enclosed space
substantially above grade. Unified architectural and landscape design shall include, but
not be limited to, the use of compatible building materials, architectural style, scale, roof
forms, massing, architectural denils, site grading and landscape materials and features.
Gomuururv DeveLopMENT Rounnc Fonna
Approved
Routed To:Mike Vauqhn, FIRE
Date Routed:03t2a06
Routed By:Warren Campbell
Date Due:03t29t06
Project Name:Arnold/Newman
Residence
Proiect #:PRJ06-0077
Activity #:DRB06-0059
Description of work:Proposed addition to an exising duplex and conversion of a crawlspace.
Address:3954 Bighorn Drive West Unit
Legal:Lot: l6 lBlock:l lSubdivision: lBishornSub
tus:
Approved withconditions llDenied
Gomments:Date Reviewed: 3/20/06
Need additional review bv Fire
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ETION
FORM
t1/ 'C
PERMTT ;bb/L
RECDMARO 81994
APPLICATION IIUST BE FILLED oUT CoMPLETELY OR IT I'{AY NOT BE ACCEPTED
\***************************** PERMIT INFORI.{ATION * *********** ***** **** ********
\^ \,/l-BuildinS,/iJ-Plurnbing ;\-nrectricat [ ]-Mechanical [ ]-other..'4/
Joll Name: Arnold Remodel Job Address: 3954 Biqhorn Rd vail, Co.
Townhouse Unit 6W LandMare Townhomes Phase I & 2Legal Description: Lot_ Block_ Filing sugDrvrsroNt
Owners Name: Andrew W. Arnold Address:3954 Biqhorn Rd. Vail P}].476-9268
Architect: N./At Address:Ph.
General Description: Eemodel Kdtchen & Bath
TOWN OF VATIJ CONSTRU
PERMTT APPLICATTON
DATE:
work class: [ ]-New lx]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Nunber of Dwelling Units: 1 Nurnber of AccomnodatLon Units:
Plunbing Contractor : I{gs-e-b$l_gnb.i-ngr_Address: 44 Pheasant Ct. Avon Co. 81620
El-ectr ical Contractor : U;1ilgd_Llecgit_Address: 331 Metcalf Rd Avon, Co.81620
llechanical Contractor :
Address:
BUILDTNG PERMIT FEE:
PLU}IBING PERMTT FEE:
I'fECHANICAL PERfiIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
twlv lz-t l_ttlt-t-t-r_r_r_
Cornments:
Town of vail Reg. No.///-E
Phone Nurnber : 949 -4I I 9'
Town of Vail Reg. NO.
Phone Nurnber: 949-4BOL
Town of Vail Reg. NO.
Phone Nurnber:
********************************FOR OFFICE USE *******************************
BUILDING PI.AN CHECK FEE:
PLWBING PI,AI{ CHECK FEE:
I'TECHANICAL PLAN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSITs
BUIIJDING:
STGNATURE:
ZONING:
SIGNATT'RE:
CLEAN I'P DEPOSIT REFI'ilD TO:
VALUATION
75 3oulh tronlage .oad
vail, colorado 81657
(3031 479-2L38 or 479-2L39 oftlce of communlty devclopmcrrl
BUILDING PERIIiIT ISSUANCE TIME FM[{E
If thi.s peryit requi.res a Town of Vail flire Department Approval,
EngineerLs. (PyUtig Wopks) reyiew and approval, a planniniy'Department
review.or Health Department revi'ew, and a review by the 6uiliing
Department, the estirnated t'ime for a total review may take as ldngas three weelis.
All commercial ('1arge or small) and all multi-family permits will
have te follow the above mentioned maximum requirements. Residentialand-small projects should take a lesser amount of t.ime. However, ifresidential or smaller projects impact the various above mentioned
departments wr'th regard to necessary review, these proJects mayalso take the three week period.
Every attempt wil'l be made by this department to expedite thispermit as sgon as possi.ble.
I,. the undersigned, understand the plan check procedure and time
frame,
Project
3
Sheet was'turned into theDate t,lor
Development Department.
luwn u llal
75 south tronlage road
vail, colorado 81657
(3osl 479-2L.38 or 479-2L39
TO:
FROM:
DATE;
SUBJECT:
olflce of communlly developmcnl
ALL CONTRACTORS CI'RRENTLYL REGISTERED WITH IHE
TOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
I4ARCH 16, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn sumnary,.ordinance No. 6 states that it is unlawfur for anyperson to litter, track or deposit any soi1, rock, sand, debrisor naterial , including trash duurpsters, pori,able ioirets "tra
-
workmen vehicles. upon any street, sidewalk, alley or public
p_1?9e or any portion thereof. The right-oi-way 6n aff Town ofVail streets and.!9ags is approxirnateiy 5 ft. 6ff pavement.This ordinance wiLl be strillry enforcld by the Town of VaiIPyPli-c works Departnent. persons found vi6tating this ordinancewr-rr be given a 24 hour written notice to renove said materiar.rn the event tlre person so noti.fied does not comply with thenotice within the 24 hour tine specified, the pulric worksDepartrnent will remove sai.d urateiiat at the expense of personnotified. The provisions of this ordinance sniff not beappricable to construction, rnaintenance or repair projects ofany street or alley or any utilities in the right-a-way.
To review ordinance No. 6 in furr, please stop by the Town ofvait Building Departrnent to obtain a copy. tlank you for yourcooperation on this natter.
(i.e. contractor, owner)
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Plan Review Based on
the 1991 Uniform Codes
NAME: ARNOLD REMODEL
. ADDRESS: 3954 BIGHORN
VAIL, COLORADO
OCCLJPANCY: R-t
TYPE OF CONSTRUCTION: V
DATE:3-2+94
CONTRACTOR: EARTH & SUN
ARCHIIECT: NONE
ENGINEER: NONE
PLANS EXAMINER: DAN STANEK
CORRECTIONS REQTJIRED
The items listed below are not intended to be a complete tisting of all pmible code
requirernents in the adopted cndes. It is a guide to selected sections of the cndes.
The following is not to be crnstrued to be an approval of any viotation of any of
the provisions of the adopted codes or any ordinance of the Town of Vail.
1. SMOKE DETECTORS ARE REQT IRED IN ALL BEDROOMS AND HALLWAYS AS
PER SEC I21O OF TTIE 1991 IJBC.
2. FIELD INSPECTIONS ARE REQUIRED TO CTIECK FOR CIODE COMPLIANCE.
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PERMIT NUMBER OF PROJECT
INSPECTION:MON WED THUR F.RI
CTION REQUEST
TOWN OF VAIL
479-2138
IAM, PM
(t.t i'/
JOB NAME
CALLER
TUES
i' ' f iii i' ,i , i,
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEr-
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATERtr FRAMING
l-1 ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
o_
o
tr FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
o
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
X rtrunl O FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED REINSPECTION REQUIRED
,DATE -t' .-/INSPECTOR
CALLER
,**,";*oN, $FguEsr
479-2138
/l :r
,/
(.\t
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AM (y:READY FOR
LOCATION:
INSPECTION:MON TU fR]THUR-.,
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tu
u
SHEETROCK NAIL tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT
n
O SUPPLY AIR
D
tr FINAL tr FINAL
ffioveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
.'it '.
PERMIT NUMBER )F-
LT,,
READY FOR
LOCATION:
INSPECTION:
FR
CALLER l' .., 1t ,- ,,' ' 7 t, -,,1
rlrlrc;;*o5, REeuEsr
479-2138 'i 7' "J5,
THUR
i7,. JOB
BUILDING:
tr FOOTINGS / STEEL O UNDERGROUND
.PfoucH / D.w.v.
gaoucH / WATEB
tr FOUNDATION / STEEL
r] FRAMING
- ROOF & SHEER
" PLYWooD NA|L|NG tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL
O FINAL
ELECTRICAL:
tr TEMP. POWER D HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
z\
I
O DISAPPROVED tr REINSPECTION REOUIRED
ORRECTIONS:
INSPECTOR
'1.' '.
rlr#g;1*o5, TfouEst
*
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/ru Itr
PEBMIT NUMBER OF PROJECT
'rl :r'. \, , -.,9419 ..,1 - r! /' l't JoB NAME
READY FOR
LOCATION:
INSPECTION:AM PMFRI
479-2138
BUILDING:
tr FOOTINGS / STEEL
(PLUMBING: --)
tr UNDERGROUND
tr FOUNDATION / STEEL E ROUGH / D.W.V.
F ROUGH / WATERtr FRAMING
,- BOOF & SHEER
" PLYWooD NAtLtNG tr GAS PIPING
ftrrusullrroru tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT
fl
tr SUPPLY AIR
n
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
DISAPPROVED EINSPECTION REOUIRED
INSPECTOR
CTION REQUEST
TOWN OF VAIL
479-2138PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL tr FINAL
MECHANICAL:
O HEATING
tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
FINAL
APPROVED tr DISAPPROVED O REINSPECTION REOUIRED
CORRECTIONS:
DATE INSPECTOR
Design Review Action Form
TOWI\ OF'VAIL
Project Name: Arnold/Newman Residence Project Number: nla
Project Description: replace cxisting ground level wood deck with stone
Owner, Address, and Phone: Andrew Arnold and Ann Newman
3954 Bighorn Road
476-926E
Architect/Contact, Address, and Phone: Nedbo Construction
P.O. Box 3419, Vail, CO 81658
Project Street Address: 3954 Bighonn Roed
Legal Description: Lot 6W, Landmarc Townhomes PH I & tr
Parcel Number: 210111104011 Building Name:
Comments: Deck area shall be reduced with replacement
Board/Staff Action
Action: Staffapproved with I conditionMotion by:
Seconded by:
Vote:
Conditions:1. Landscaping shall be added where deck is not replaced
Town Planner: Ann Kjerulf
Date: 05/30/00
ProjectName: Arnold/NewmanResidence
DRB Fee Paid: $20.00
Questions? m" r,. r r, rlr'o; :: r:::;?
T[)I'l.'N APPLICATION FOR DESIGN REVIEW APPROVAL
GENEML INFORMATION
This application is for any project requiring Design Review approval. Any project requiring design review must
receive Design Review approval prior to submitting for a building permit. For specific information, see the submittal
requirernents for the particular approval that rs reques.ted. The application cannot be accepted until all the required
information is submitted. The project may also need to be reviewed by the Town Council and/or the Planning and
Environmental Commission. Design Review Board approval expires one year after final approval unless
a building permit is issued and construction is started.
LOCATION OF PROPOSAL:LOT: b VJ BLOCK:FrLrNG. lAlotDrqAPati, PA l.trB,
c.
D.
E,
G.
Jr ol tl oqotl (Contact Eagle Co. Assessom ffice at 970-328-8640 for parcel #)
NAME OF OWNER(S):
TYPE
D
tr
H.
owNER(S) STGNATURE(S):
NAME OF APPLICANT:
MAILING ADDRESS:
,i 1L,-{i>L<
, ft r', t],',
Construction of a new building.
Includes any addition where square footage is added to any
residential or commerc'al building.
Includes minor changes to buildings and site improvements, such
as, reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
OF REVIEW AND FEE:
New Construction - $200
Addition - $50
Minor Alteration -
A^,
I)Xt nf t
DRB fees are to be paiO itInEti##t submiftal. Later, when apptying for a building permit, please identify
the accurate valuation of the project. The Town of Vail will adjust the fee according to the project valuation.
PLEASE SUBMIT THIS APPUCATION, ALL SUBMITTAL REQUIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657.
0{Srb*n,+u
3.'l;4
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+
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4
$'t
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(,
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1 0^^^ ^ii ^E^^
10
10
t20.00
TIIIE;11:56:5i
tat.93
m0.80
75 S. Frontage Road
Vail, GO 81657
Please make checks payable to the TOWN OF VAIL
1 0000 314 1110
41112 Uniform Buildino Code - 1997 - Volume 1&2
01 0000 314 1112 Uniform Buildino Cod€ - 1997 - Volume 3
lnternational Plumbino Code - 1 997001 0000 3141112
lnternational Mechanical Code - 1998001 0000 314 1112
Uniform Mechanical Code -1997001 0000 31411't2
001 0000 314 1112
001 0000 314 1112
001 0000 314 1112 Abatement of Danoerous Bldq.'s 1997
001 0000 314 1112
of Revisions to 1997 Uniform Codes1 0000 314 1112
001 0000 314 1112
001 0000 314 1211
001 0000 314 1111
001 0000 314 1111 Lionshead Master Plan ($1
001 0000 314 1111
001 0000 315 3000
001 0000 31 1
001 0000 315 2000
001 0000 312 3000
001 0000 312 4000
001 0000 312 4000
001 0000 311 2200
001 0000 315 3000
001 0000 240 3300
1 0000 312 1000
Assess.-Restaurant Fee to Co.Dept.Rev.001 0000 230 2000
'001 0000 201 1000
'001 0000 310 1100
001 0000 311 2500
001 0000 311 2500
1 0 Torn of Uai001 0 Torn of Uail
6^1 ^ rrr CtlST[lltR RECEIPT rrr
ffi mIE: 5/38i80 0l REItIPT: 098965i
F:/Evtr'om/Fff r6/lsal6el.619
ilO'fi YITJ F{lR Y(IUR PAYI€I{TI
rheck #
). r'
Received Oyl.4{a'
, APPLICATTON MUST BE FILLED
Ir*****************************/t [ ]-Building [ ]-Plunbing f
PERI'IIT iI
OUT COMPLETELY OR IT I,TAY NOT BE ACCEPTED
PERI'IIT fNFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
l-Electrical [ ]-Mechanibal [ ]-Other
Job Address:
Block Filin
Address: 3'
Address:
Vob r 5A,
l-Alteration [ ]-Additional
nt,rcrRtcal: $
I'IECHANICAL: $-._*-__-
[ ]-Repair [ ]-other
Nunber of Accommodation Units:
Gas Logs_ Wood/pellet
*********************************
orHER: + 2/OO. ,"r./?^l
TOTAL: $---'
INFORMATION ********************* ** ****
Town of v3i^I xeg. -llo._561_:5_Phone ltunU€eB.7zg:
Town of Vail Reg. NO.
Phone Number:
Town of VaiI Reg. NO.
Phone Number:
Town of Vail Reg. NO.
Phone Nurnber:
oFFrcE usE *******************************
BUILDING PIAN CHECK FEE:
PLWBING PI.AN CHECK FEE:MECHANICAL PIAN CHECK FEE:
RECREATION FEE:
CI,EAN-UP DEPOSTT:
TOTAIJ PERMIT FEES:
BUTLDTNGs
STGNATURE:
ZONING:
SIGNATURE:
rob Name: f/{?/1 l/Alh6s
Legal- Description:Lot 4
owners Name: Ar
Architect:
General Description:
Work Class: [ ]-New I
rypnber and Type of FirepJ.aces: cas Appliancesv
(* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATTONS
Number of Dvetltns units . U+ /^*A'/
BUIIJDTNG:
Electrical Contra
Address:
Plurnbing Contractor:
Address:
Mechanical Contractor:
Address:
******* * **** * ********* *** *******FOR
BUTLDING PERMIT FEE:
PLUMBING PERMIT FEE:
MECITANICAIJ PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
{rB?t-o t5.1
CLEAT UP I}EPOSIT REFI'I{D
o
75 soulh trontagc road
veil, colorado 81657
(303) 479-2138 or 479-2L39
rn surnrnary, ordinance No. 6 states that r.t is unLawfur for anyperson to litter, track or deposit.any ""ir,-r""i, sand, debrisor material, incruding trasrr durnpsters, port.ui" toirets andworkmen vehicres.upon any streerl ,id;;ui;;-ili;y or publicp1?:" or any porrion theieof. rne right_"i_;;t-;n arl Town ofVaiL streets and.Ig"g, is approximateiy 5 ft.-lfi pavement.This ordinance $rirr be. stri'ciiy -inforced by the Town of vairPubric works DeDartment. pers6ns found vi;latin; this ordinanceyirl. be given a 24 hour written ""Ii."-ti-;;;;:t=aid nareriar.In the event the person so notified.aoes noi--;;;piy with thenotice within the 24 hour.tine -pe-i;i;,"i;";il;iic worksDepartment wirt remove said nateii"r it-itr"-'""p]ile of personnotified. The provisions or trris-oiai""""I ;fr5ii'not beapplicabre to c-onstruction, nainienance or repair projects ofany street or alley or any util_ities in the right_a_way.
To review ordinance No. e r.n fur', prease stop by the Town ofYil-l Building Departroent to obtiir u "opy. riru'i you for yourcooperation on this natter.
o
TO:
FROM:
DATE:
SURTEC?:
Read and acknowledged by:
otflce of communlty deyelopmenl
ALL CONTR,ACTORS CI]RRENTLYL REGISTERED I{ITH THETOWN OF VAIL
TOI{N OF VAIL pUBLIc WoRKS/COMMUNITY DEVELOPMENT
MARCH 15, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
contractor, owner)
75 louth ,rontege road
vtll, colorado 81657
(303't 479-2138 or 479-2139 oftlce of communlty developmelrl
BUILDING PERI.iIT ISSUANCE TIME FRAI,IE
If this penr-lt requires a Town of vair Fire Department Approvar,Engineer''s..(pub)ic 1giltt review and approvar,' a piJnnini'blpartnentreview or Hea'tth Department review, anb'a-".uid ;i-;i;;";riiaingDepartment, the estimated time for a total ""uiun-iluy"iu[l'u, rongas three weeks.
fll cgmmgrgial ('rarge or smail) and ail murti-famirv permits wir'lhave to follow the above mentioned maximum requlremlnli. iesioentialand.small projects shourd take a'r esser amount of time.'However, ifresidenti'al or smailer.projects impact the various above mentioneddepartments with reqard to necessaiy review,-il.i. i".j".ii'ruyalso take the three week period
Every attempt wi'll be Tgge bV this department to expedite thispermit.as soon as possible. -
I' the undersigned, understand the pran check procedure and timeframe.
Communi ty Devel opment Department.
TO:
FROM:
DATE:
RE:
naeuonaruoum O O
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMTT'IS REQUIRED
/^
Date:_-.-.
Please answer lhe following questionnaire regarding the need for a 'Public Way Permit':
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easemenls or public property?
ls any utility work needed?
fs the driveway being repaved?
ls ditferent access needed lo site
other than existing driveway?
ls any drainage work being done
atfecting the righl of way, easements,
or public property?
ls a'Revocable Right Of Way Permit"
required?
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 lencing plan required by Community
Development?
lf you answered yes lo any of these questions, a "public way permit" must be o
"Public way Permit" applications may bE obtained at the public work's otfir
YES NO
X1)
2)
3)
4)
s)
6)
7)
8)
or at
Community Development. lf you have any questions please call Charlie Davis, lhe Town
of Vail Construction lnspeclor, at.479-2158.
I have read and answered allthe above questions. ,,,i
s Signature
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PERMIT APPLI.CATION FQRI'I
DATE: ,//rl =/, tf lf H0a
t APPLICATION UUST BE FILLED OUT COI.IPL,ETELY OR IT UAY NOT BE ACCEPTED
!3* ********* * ***** ***** * * * ***** pEIl!{IT TNF6RMATI9N ** *********** *** *i ********* **rl-[ ]-Building t l-Plurabing [ ]-Electricat g)d-uectranical [ ]-other
-
ilob Address:
Legal Description: Lot Block_ Filing susprvrsroN,
, t>i4
P}:. 4,99-JaapOwners Nane:
Architect:Address:Ph.
Nurnber of Dwelling Units:Number of Aqcomrnodatl.on UnLts:
lPrr"r
and Type of Fireplaces: Gas eppliances / Gas Logs_ wood/pelret_
lt*** * * * * **** ************ ***** ***** VALUATIONS *** ** ** ***************** ** ** *****
BUILDING:EIJCTRTCAL: S OTHER: $
RLUMBTNG:
U
,l*************************rt* CONTRACTOR INFORMATION ***************************t Eeneral Contractor: Town of v:ll porr NrrTown of Vail Reg. NO.
General Descriptionz -fu ?otrq,+:s,/ztZ ,-z,r/. trvsfi/q,as Przra/n*
reork class: [ ]-Nen fit-art"ration t ]-Additional [ ]-Repalr [ !-other_
Electrical Contractor:
Address:
Address:
Plumbing
Address:
contractor:
Phone Nurnber:
Town of VaiI Reg. NO.
Phone Nunber:
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.
Phone Nunber: kg^sza
** *** ** ******* ** ****** ** * * *****
PI.,AN CHECK FEE!
Mechanical Cont actor:
Address:
********************************
BUILDING PERMIT FEE:
PLWBING PERI'TIT FEE3
I.IECHAIIICAIJ PERUIT FEE:
EI,ECTRTCAI, F8E:
OTHER TYPE OF FEE:
DRB FEE:
rOR OFFTCE USE
BUILDING
PLT'MBING PI"AN CHECK FEE:
TOTAIJ PERMIT FEES:
BUTLDTNG:
STGNATURE:
ZONING:
SIGNATURE!
Address: Az,et Ja.
-Pelvveru- 6aaa/'l
CLEAil I'P DEPOSIT REFIIND !O:
- oo
Plan Review Based on
the 1991 Uniform Codes
NAME: BOZARTH GAS FIREPLACE DATE: 9-7-94
ADDRESS: 3954 BIGHORN RD CONTRACTOR: FRISCO FIREPLACE
VAIL, CI)I.ORADO ARCIIIIECT: NONE
OCCUPANCY: R-3 ENGINEER: NONE
TYPE OF CONSTRUCTION: V PLANS EXAMINER: DAN STANEK
CORRECTIONS REQI.JIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the ctdes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted ctdes or any ordinance of the Town of Vail.
1. COMBUSTION AIR IS REQUIRED PER SEC. 607 OF TTIE 1991 UMC.
2. INSTALLATION MUST CONFORM TO MANT'FACTI.'RES INSTRUCTIONS AND TO
APPENDX CIIAPTER 21 OF THE 1991 UMC.
3. GAS LINE TEST AND INSPECTION IS REQUIRED BEFORE CONNECTION
oF ANY EQUIPMENT PER SEC. 1206 OF TIIE 1991 IIMC.
4. GAS APPLIANCES SHALL BE VETITED ACCORDING TO CIIAPTER 9 OF TIIE
1991 IJMC AND SHALL TERMINATE AS SPECIFIED IN SEC.906 OF THE
1991uMC.
5. FIELD INSPECTION IS REQUIRED FOR CODE COMPLIANCE PER SEC. 305
OF TTIE 1991 I.JMC.
6. WHEN NEW ELECTNCAL LrNES ARE REQUTRED WORK MUST BE DONE BY A
LICENSED ELECTRICI.AN.
oo
ol o)
TOWT,I OFVAIL
75 South Frontage Road
Vail, Colorado 81657
i03-479-2 I 3 I / 479-2 I 39
FAX 303.-479-2452
March 5, 1995
Frisco FirePlace
P.O. Box 1330
Frisco, Co 80443
Re: Permit #'s 6204, 6447,
F : \Everyone\chuck\F'inal s
Department of Communiry Development
6926 & 6222 expiration
Dear Sir,
It has come to our attention that you have. several outstanding
p.t*li" that have not received final inspections'
Your permiEs have expired according to Section- 303 of Lhe t994
uniform plurnbing cocle. These permits must either be finalized,
"*t."a.a by written request or repermitted'
I would appreciate your prompE atLention to this problem and expect
Eo hear from you wittrin-30 days of receipt of this letter'
SincereIY,
6Z/z/L"d *Chuck Feldmann / /'
Buil-ding Inspector
xc: File
'l- |
Dlign Review Actioh FJL
TOWN OF VAIL
Category Number
Project Name:
Building Namel
o^t"iloalA /,/794
Project Description:
Architecvcontact, Address and Phone:
Owner. Address and Phone:
Legal Description:Lot b Bloc{
Project Street Address:
ZoneDistria f/^/ t
Comments:
Motion by:
Board / Staff Action
Vote:
Seconded by:
E Approval
! Disapproval
fstattnonrovar
Conditions:
DRB Fee Pre-paid
9l4lsL
5 1994
APPLTCI,TION - TO}TN OF \TAI'.,
DATE APPLICATION RECEI\ED :
DATE OF DRB MEETING:
**tittrttt
I.
B.TYPE OF REVIEW:
New Construction ($2OO.OOl ,\_uinor Alteration ($20.00)
Addition (S50.00)Conceptual Review ($0)
c.
D.
ADDRESS: 3_954 Bighorn Rd. Vail,co. 81657
IEGAL DESCRIPTION: Lot _O.u_ Block
Subdivision T.andMarc Torvnhornes Phase I & 2
If property ls described by a neets and bounds legaldescription, please provide on a separate sheet andattach t,o this application.
zoNING: puprex.Er.
LOT AREA: If reguired, applicant
st,amped survey showing 1ot area.
must provide a current
G. NAI'{E OF APPLICANT: Andrev W. Arnold
Maiting Address:
Phone 416-9268
NAI'{E OF
Mailing
APPLICANT' S REPRESENTATIVE ; Chuck Ma11oy
AddreSS: Box 323 Eclwards, Uo. UIbJI
Phone 926-3854
/ t.NAI'{E 0F OWNERS:
*STGNATIIRE (S) :Mailing Address:
Phone
Condominlum Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid atthe tlme of submittal of OnS applicat,ion. later, whenapplylng for a building permit, please identify theaccurate vafuatj.on of the proposal. The Town of Vailwitl adjust t,he fee according to the table belovt, to_ensure ihe correct fee is paia. .-tl. OOt"" "otot S AfL''
FEE SCHEDULE:
VALUATION0 - $ 10,000
K.
s 10, o0{. - $ 50,000
$ 50,001\ $ 150,000
$150,091 j 500r 000
000,000
rFEE
S \?,0/.40
$ fo. oo
$1qo. oo
'$20p . 00
$400.00
$500 .00
T
r'2da3
ab*lq't
$s00i001 -$ Over s1;000,000
* DESIGN RE\TTEW BOARD IPPRO\IAIJ EXPIRES ONE YIAR }TTER FINEI,
APPROVAI.. I'NI.ESS A BUII,DING PERMTT IS ISSUED AND CONSTRUCTION IS
SIIRTED.
**NO .EPPLICATION }IILI. BE PROCESSED WITAOUI OI|NER' S SIGNATURE
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Y!ll. colorrdo t1657
(303) 479-2138 or 479--.2\39 otflcr of communlly drvclopmanl
If this Perylt.Igquj..res a Town of Vail Fire Departnent Approval,
Engi neel ts (.Pybl ic I'lorks ) reyi ew and a pproval ,' a pl a nni ng' Deparinentreview or Health Department review, and a review by the Euilhing
Department, the estimated tirne for a total review may take as l6ngas three weel(s.
A'll corrnercial (large or small) and a'll mu'lti-family permits willhave tq fc'l'low the above mentioned maximum requiremlnls. Residentialand.small projects should take a lesser amount of time. However, if
t'esi.dential or smal'l er projects impact the various above mentioned
departments. wi.th regard to necessary review, these proJects may
a'l so take the three week period.
Every attempt wil'l be made by this department to expedite thispermit as s.gon as possible.
I, the undersigned, understand the plan check procedure and time
frame.
BUILDING PER},IIT ISSUANCE TIME FRAI.IE
&-*,-raZ
fEa- 16. /qq"
Corrnuni ty Development Department.
I
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I
75 soulh fronltge rord
uril, coloredo 81657
(303) 479-21.38 or 479-2139
TO:
EROM:
DATE:
suanEcT:
offlce ol conmunlty developmcnl
ALL CONTRACTORS CT'RRENTLYL REGISTERED WITII llIE
TOWN OF VAIL
TOWN OF VAIL PUBLIC !{ORKS,/COMMI'NITY DEVEI,OPMENT
!,!ARCH 16, 1988
CONSTRUCTION PARKINC & MATERTAL STORAGE
rn summaryr -ordinance No. 6 states that it is unlawful for anyperson to ritter, track or deposit any soil , rock, sand, debrisor naterlal, including trash durnpsteri, portable ioileti andworkmen vehieles ypon any street, sidewaLk, arley or public
-qr?9" or any portion thereof. The right-oi-way 6n ari Town ofvaJ.I streets and.19ads is approxinately 5 ft. off pavenent.This ordinance witl be striLtry enforcid by the iown of vairPy!]i-c works Departrnent. pers6ns found vi6rattnt this ordinancewrrr be given a 24 hour written notice to remove-said naterial .rn the event the person so notified does not compry wtth th;--notice within the 24 hour time specified, the puLric worksDepart:nent wilr remove said mateiiat at ihe expense of personnotified. The provisions of this ord.inance sniff. not beapplicable to construction, maintenance or repair projects ofany street or alley or any utitities in the right-a-way.
To review Ordinance No. 6 in futl, please stop by the Town ofvail Buirding Department to obtain I copy. tirani< you for yourcooperation on this natter.
Read and
{f"ontractor, owner)
acknowledged
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PROJECTPERMIT NUMBER
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tr FOOTINGS / STEEL
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DATE INSPECTOR
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TOWN OF VAIL
DATE
READY FOR
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tr
tr
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tr DISAPPROVED tr REINSPECTION REOUIRED
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ll,t4 " |tr,
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VAIL
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LOCATION:
JOB NAME
MON
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TUES WED THUR
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BUILDING:
tr FOOTINGS / STEEL
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tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
tr INSULATION tr GAS PIPING
tr SHEETROCK NAIL tr POOL / H. TUB
O FINAL
ELECTRICAL:
tr TEMP. POWER
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tr CONDUIT D SUPPLY AIR
tr FINAL
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CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
DATE INSPECTOR
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DATE
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tr FOOTINGS
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t
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TOWN OF
(t-t i lr.r,t/(.
REQUEST
VAIL
L
READY FOR INSPECTION:MON WSro rHUR AMFRI
LOCATION:
BUILDlNG:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEE-
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERD FRAMING
tr INSULATION O GAS PIPING
4
tr
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tr
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tr TEMP. POWER
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tr HEATING
tr ROUGH tr
D
tr
D
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
D
tr FIMAL FINAL
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-,-CORRECTIONS:
DATE
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t, t.'
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TOWN OF VAIL .
JOB NAM
CALLER
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LOCATION:
APPROVED
CORRECTIONS:
o orsAppRoveo
, :.
tr REINSPECTION REQUIRED
DATE INSPECTO
DATE
--,
-
JOB NAME
INSPECTION: MONREADY FOR
LOCATION:
WED THUR FRI
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
D UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATERO FRAMING
tr INSULATION tr GAS PIPING
X
tr
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tr
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tr
tr FINAL _tr FINAL
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CORRECTIONS:
o-()
INSPECTOR
rNJPctoN
TOWN OF
neouisrVAIL .
DATE JoB NAME ../fr_ Pf,-p
MON
CALLER
TUES
L4,vt) *t Al(rc
READY FOR
LOCATION:
INSPECTION:WED THUR FRI AM
BUILDING:
tr FOOTINGS
O FOUNDATI
tr FRAMING
/ STEEL
PLUTIBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
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CORRECTIONS:
DATE INSPECT
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iE
REQUEST
VAIL
iDATE JOB
CALLER
MoN (i999READY FOR
LOCATION:'
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trl
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REOUEST
VAIL
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CALLER
TUES @)FRI 0rREADY FOR
LOCATION: ,
PEOTION:MON H
BUILDING:
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PLUMBING:
D FOUNDATION / STEEL
tr UNDERGROUND
N ROUGH / D.W.V,
tr ROUGH / WATERtr
tr
tr
tr
tr
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tr
D
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tr
nffit D FINAL
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CORRECTIONS:
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t'
INSPECTION REQUEST
VAILTOWN OF
DATE JOB NAME
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READY FOR
LOCATION:
INS TION:TUES WED THUR eftl ,'- Pfti"\\l\./
FRI.
BUILDING:
tr FOOTINGS / ST
D FOUNDATION /
tr FRAMING
-ET INSULATION -
tr SHEETROCK N
tr_
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tr GAS PIPING
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tr
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tr
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tr
n rsfiat D FINAL
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co
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TOWN OF
REQUEST
VAIL
DATE
READY FOR
LOCATION:
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JOB NAME L-- .<-/'l ../ )i\ (
CALLER
MON r0is ) wED rHUR FRI AM 6i,
BUILDING:PLUMBING:
tr
o
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tr
tr
tr
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tr ROUGH / D.W.V.
tr ROUGH / WATER
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tr
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tr
tr
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LOCATION:
JOB NAME
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tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDlNG:PLUMBING:
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tr ROUGH / WATER
D
D
tr
tr
tr
tr
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' 75 soulh tlonLge road
vall, colorado 81657
(303) '178-7000
0ctober 26, 1983
Jane t Charles Lloyd' Jr
6556 Crestmere Drive
.Dallas, Texas 7524o
Dear ilr. and Mrs. Lloyd,
olflcc of communlty deYeloPmenl
Re: Lot 6 Gore Creek Park Subdivision
in checking our address maps against
we find that the number you have
not correct, but you should be
dupl ex.
This letter
the numbers
been using,
using 3964
Si ncerely,
is to infonn you that
posted on residences,
3954 Bighorn Road, isfor both sides of your
./) - c)
V.--Ja)*ftu/JrM SAYRE /
fTTown Planner
JS: br
Enc'|.
i,-.-''
\o
SPECrrrcATroNs
FOR THE CONSTRUCTTON OF DUPLEX HOUSES FOR
LANDMARC ENTERPRISES, INC.
BIGHORN DEVELOPMENT LOTS NO. 6 AND 7
EAST VAIL, COLORADO
3 NOVEMBER 1980
\
a
David KennetJr Specter Architect PC 206l Broadw$IewYork 1O O23 2L2'724'66OO
-l-
SPECI FICATIONS
FOR THE CONSTRUCTION OF DUPLEX HOUSES FOR
LANDMARC ENTERPRISES, INC.
BIGHORN DEVELOPMENT LOTS NO. 6 AND 7
EAST VAIL, COLORADO
DAVID KENNETH SPECTER, ARCHITECT P.C.
2061 BROADWAY, NEW YORK, New YORK 10023 2121724-6600
CENERAL NOTE: Contractor is advised that the plans of the duplex units are
symmetrical, and that dimensions and/or notes given for one-half of the duplex
houses are applicable to both units.
Contractor will note that the General Conditions of A.l.A. Document 4107-1978
are made a part of this specification, and will be included in the contract for
construction. The A.l.A. Abbreviated Form of Agreement between Owner and
Contractor 1978 Edition will be the contractual agreement for this proiect.
GENERAL CONDITIONS: The Contractor shall furnish all labor and materials
necessary for the complete execution of everything shown, described, or
reasonably implied in the drawings and specifications as being his work. He
must obey all laws relating to building, obtain and pay for all permits. He must
furnish workmenrs compensation and liability insurance to protect the employees,
the Owner, and the Architect from all damages. He shall furnish evidence of
this insurance to the Owner.
All materials are to be as specified herein or accepted alternates, and every-
thing shown on plans and not mentioned in the specifications, or mentioned in
the specifications and not shown on the plans, must be done the same as if
appearing in both. Both are equally binding on the Contractor. The Contractor
is to furnish all scaffolding, forms, and plant machinery for the carrying out
of the work. The Contractor shall lay out all work and shall be held responsible
for its accuracy, and shall be responsible for superintendence.
During the course of construction the Architect or his representative will make
himself available during periodic site inspections to assist the Contractor. The
Owner shall have access at all times to the work.
The Contractor agrees that upon completion of the work all portions thereof will
have conformed to the requirements of the Contract Agreement as to kind,
quality, and workmanship, and that it will remain so for a period of one year,
commencinq with the date of completion of the work as accepted and fixed by
the Architect, and that during such period the Contractor will make good all
defects therein and all damages caused to the'property by the Owner because
of such defects, without additional cost to the Owner over and above that in-
cluded in the Contract Agreement.
-2-
The Contractor shall provide all temporary facilities and utilities, and shall
rough grade and seed disturbed areas of the site following construction.
Contractor shall remove from the site all trees and shrubs from within the
building, and from within lines of terraces and exterior stairs. He shall
protect from damage any trees designated by the Owner, and shall finish
grade, seed, and landscape in accordance with the site plans,
All work shall comply with applicable provisions of local codes, including
plumbing, heating, electrical, structural, and architectural work. All
plumbing work will be done in accordance with the Uniform Building Code
1979 Edition. All electrical work is to be done in accordance with the
National Electrical Code 1978 Edition.
WORK NOT INCLUDED
Carpeting and all furniture will be furnished
built-in items specifically shown and detailed
provided by the Contractor.
by Owner, except those
on the plans, which will be
EXCAVATING FILLING AND BACKFILLING
The Contractor shall do all necessary excavating, trenching, and backfilling
to finished grades. The Contractor shall include in his bid unit prices for
rock removal, should it be required; and for fill, should it be required.
All footings shall bear upon sound, undisturbed bedrock or to undisturbed
soil at least 4r-0rr below finished grade. All loose rock and any substance
which would prohibit bond between concrete footing and the rock shall be
removed prior to pouring the footing. Concrete shall have minimum compressive
strength of 3000 PSI at 28 days; reinforcing shall be as shown on drawings.
Furnish and install PVC corrugated drain tile around foundations where shown
on drawings. All foundation walls to have exterior bituminous coating from
footing to grade.
Concrete floor slab in garage shall be laid over well-compacted porous flll and
a 6-mil polyethylene film vapor barrier, lapped not less than 6rr and turned up
at the edges. Slab shall have 6 x 6 t0/10 woven wire mesh reinforcing.
Install premolded filler where any slab meets a foundation wall. Garage floor
slab shall be dustproofed.
WOOD CONNECTORS
All wood posts bearing upon concrete shall be anchored with self-weepingTTECOil or 'rS|MPSONrr post anchors.
All foundation sills are to be set on 1/2rrnon-shrink grout bases and anchored
with I12" $ x 1t-9n lqt-dipped galvanized anchor bolts cast into concrete piers
and concrete foundal walls.o
-3-
WOOD CONNECTORS (contrd)
Atl ioist hangers to be heavy-duty galvanized type, either "TECOrr orrrSlMPSONrr.
All clips, hangers, tie-downs, plates, metal straps and other wood anchoring
accessories shall be heavy-duty galvanized type, either "TECOtr or rrSlMPSONtr.
All structural wood framing members shall be minimum stress grade lumber with
fb = 1300 PSl.
All ioists shall have wood cross-bridging composed of either solid wood bridging
or nominal I x 4 wood cross braces, or both. Spacing shall be minimum 8'-0u O.C.
All joists are to be doubled under partitions which run parallel to ioist and where
indicated on plans.
Moisture conteit of wood shall not be greater than 193 and structural framing
members must be air dried.
ROUGH CARPENTRY
Exterior walls shall be cedar clapboard siding, nailed over 15# building PaPerto 5/8" C-D plywood with exterior glue, on 2 x 6 wood studs 16rr O.C. All
nails and screws used on the exterior of the building shalt be non-ferrou3f
galvanized nails will not be acceptable. Provide mitered cedar corner boards
at all corners, and a cedar cap on balcony railings as shown on drawings.
Roof construction shall be cedar-shingled 'rcold roof" as detailed on drawings,
on 15# building paper on 5/Srrexterior plywood on wood joists. Ceilings shall
be 1/2" gypsum board fastened to roof joists with annular threaded drywall
nails.
Structural members shall be held two inches away from flues. Provide firestops
in all stud spaces at floor levels.
Floor construction in areas to be carpeted by Owner shall be I /4tt underlayment
on 5/8'r plywood subfloor on wood joists. Floor construction in bathrooms shalt
be 3/8" exterior plywood on 5/8rr plywood subfloor on wood ioists.
ROOFING AND SHEET METAL
Contractor shall furnish and install a complete roofing job. Sloping roofs shall
be surfaced with 18ttclear Western Red Cedar shingles, 6" to the weather.
Terraces shall have a l5-year bond 4-ply tarrred felt and coal-tar pitch roof
pitched to flashed wood scuppers. Flashing shall be brake bent .0469rr thick
aluminum. lnstall all necessary base and cap flashings at flues, vents, roof
fans, chimneys, skylights, intersections of roofs and walls, and where called
for on drawings. Provide flashing at all door and window sills.
Provide waterproof membrane under hot tub area.
-4-
FIREPLACES
Shall be "Fuego IVA'| metal
metal chimney. lnstall and
recommendations.
fireplace with zero clearance features with integral
provide all necessary accessories per manufacturerrs
SLIDING ALUMINUM DOORS
Furnish and install Peachtree Citation 80 sliding glass and aluminum doors,
complete with screens and locking hardware. All doors and frames to be
factory-painted "Nature Brown." Sizes as indicated on drawings; all doors
to be glazed with 1l/16" tempered insulating glass.
WOOD WINDOWS
Furnish and install Seal-Rite t'Ultra Therm llrtawning and casement windows
as indicated on drawings, as manufactured by Seal-Rite Windows Inc. of Lincoln,
Nebraska. All windows shall be glazed with insulating glass.
GLAZING
All glass used in the buildings shall be insulating glass, a-nd shall carry the
certification that it is engineered for use at the altitude of East Vail, Colorado.
All glazing less than 18" above finished floor levels shall be tempered insulating
glasi. Glass broken or damaged before building completion shall be replaced
without cost to Owner. All glass shall be washed clean of all labels and dirt.
Glass in fixed lights will be back- and face-puttied, and will be of thickness
recommended by the manufacturer for fixed lights of the specified sizes.
WEATHERSTRIPPING AND CAULKING
Exterior hinged doors shall be equipped with interlocking-tyPe metal thresholds
and spring bronze weatherstripping, as manufactured by Zero or apProved equal.
Provide ciulking around all doors, stiding doors, and windows: Thiokol, Tremco,
or approved equal, color to be approved by Architect.
-5-
SKYLIGHTS
Contractor shall furnish and install Wasco Single Pitch skylights as manufactured
by Wasco-O'Keefe. Sizes and locations as shown on drawings and to flt the
conditions as detailed. Finish shall be bronze Baked Acrylic Epoxy enamcl
finish; color, Wasco Dark Bronze. Glazing to be 5/8rr insulating glass, clear
tempered over clear tempered. lnsulating glass shall be specifically manufactured
for the sloped application. All glass shall be specially manufactured for high
altitude conditions as exist in East Vail, Colorado. Contractor shall supply and
install, curbs, and brake-bent aluminum counterflashing as shown on the drawings.
Shop Drawings shall be submitted by the manufacturer for the Architect's approval.
FINISH CARPENTRY
Lumber used for finlsh carpentry shall be new and kiln-dried to a moisture
content not exceeding 12t. Stair treads shall be oak, to be carpeted by Owner.
Stair and hallway balustrades shall have white oak cap.
All closets shall have a painted wood shelf and a chrome-plated brass clothespole. All gypsum board walls shall have a 1 x 4 painted wood base, mitered at
corners.
All counters in kitchens and bathrooms shall be plastic laminate on 3/4'r
particle board or exterior plywood, color to be selected. Where butcher
block counters are shown in kitchens, they shall be 1-112'1 thick rock maple
All closets shall have hollow-core doors on heavy-duty pivot hinges. All other
hinged doors shall be flush type, 6'-8r'high, solid core for painting: exterior
dmrs 1-3/4" thick; interior 1-3/8" thick. Door to mechanical room shall be
36r' wide F.P.S.C. one hour rated.
Duckboards for decks shatl be constructed of I x 4 redwood, clear heart, on
preservative-treated redwood sleepers.
Adiustable or fixed shelving called for on drawings shall be clear pine or
edged Novoply (particle-board) filled for painting, supported on K 6 V strips
and clips, or standards and brackets.
All cabinets shatl be constructed as detailed on drawings. Contractor to
proved shop drawings for Architect's approval.
Aff wood finish flooring shall be 25l32tt oak strip flooring.
-6-
WALLS AND CEILINGS
Furnish and instatl l/2" gypsum board on all celings; and 5/8t'on all interior
soffits, on inside of exterior walls, and on both sides of all interior partitions.
lnterior partitions shall be constructed as indicated and detailed on drawings.
All gypsum board joints shall be taped and spackled before painting; provide
mettl corner protection on exposed corners. Mechanical space walls--both sides,
and interior of garage walls shall be surfaced with one layer of 5/8" Fire Code
"C'r gypsum board. Bathroom walls shall be prepared to receive thin-set
ceramic tile on water-resistant gypsum board.
Exterior soffits--under overhangs--shall be 3/4" cedar boards as detailed.
PAINTING AND FINISHING
Materials as manufactured by Pratt and Lambert, Pittsburgh Paint, Benjamin
Moore, or approved equal.
1. EXTERIOR: Wood trim on wood windows and fixed glass areas: 2 coats
"Reztt stain preservative, to match color selected by Architect.
2. INTERIOR:Gypsum board walls and ceilings: 1 sealer coat plus"l coat
rubber-base paint.
Bathroom walls and ceilings:
Wood trim:
1 sealer coat plus 1 coat flat enamel.
2 coats rubber-based paint,
Stair handrail and all balustrades (white oak): 2 coats Minwax Antique Oil Finish.
INSULATION
Fiberglass blanket insulation shall be placed between studs in all interior
partitions around all Baths and Powder Rooms, for acoustic purposes.
Instalt 5" fiberglass batt insulation with integral vapor barrier in all wood-
framed exterior walls, all first floors, and in garage ceiling. lnstall 9-1 12"
fiberglass batt insulation with integral vapor barrier plus lrr rigid Thermax
insulation in all roofs and exterior soffits.
Install 3t' rigid insulation on inside of exterior foundation walls, as shown on
drawings.
All corners shall be packed with insulation so as to maintain in all locations the
thicknesses specified.
-7-
FINISH HARDWARE
The Contractor shall include an allowance for all finish hardware in his proposal.
CERAMIC TILE: Ceramic tile on bathroom floor shall be set in mastic on 3/8"
eii: piywooA underlayment on 5/8" plywood subfloor. Ceramic tile base
throughout; on walls up to ceiling aroung bathtub and where shown on
drawings. American Olean or Mosaic Tile Company, colors and style to be
selected.
Showers to be constructed of ceramic tile on water-resistant gypsum board
with premolded base; Powers/Fiat Cascade Series molded stone, sizes as
indicated on drawings.
lnstall marble thresholds at all bathroom doors.
lnstall ceramic combination soap dish/grab bar in all bathtub and shower
enclosures; color to match tile selected.
KITCHEN CABINETS AND COUNTERS: Contractor will base his estimate on
familiar, subiect to approval by the
Architect. In general , the following requirements must be met:
l. Plastic laminate countertop, backsplash, cabinet doors, and edges-
2. Full-suspension glides on all drawers.
3. Doors shall be flush-type, surface-mounted with offset cabinet hinges,
magnetic catches, interior birch plywood for paint.
4. Visible frames shall be plastic laminate.
5. All pulls shalt be Stanley wire pulls, 5" centers, brushed stainless steel.
6. Interiors may be painted plywood or particle-board, with fixed or movable
shelves as shown on drawings.
KITCHEN APPLIANCES
Contractor shall furnish, wire and install the following equipment, where shown
on plans. Color to be white. Quantities given are per unit-
One. Refrigerator: C.E. #TFF-24 DW
One double Oven: Thermador #CMT-20 Double Wall Oven
One Dishwasher: Kitchen-Aid Patrician #KDP-19
One Cook Top: Chambers #GSU-42E Electric lgnition
One Range Hood: Chambers #CH-117 42'r'long
o o
O -s-
KITCHEN APPLIANCES (contrd)
One Clothes Washer: White/Westinghouse #LT-'l 70A, Spacemate
One Clothes Dryer: White/Westinghouse #DE-170A, Spacemate
One Garbage Disposal: ln-sink-erator Model 77 or approved equal
One fnstant Hot Water: In-sink-erator Model H 770 or approved equal
One Trash Compactor: Kitchen Aid Model KCS-100C
One Food Prep Sink: Kohler Epicurean K-5904
AUTOMATIC CARAGE DOOR
Wood flush sectional overhead door shall be Overhead Door Corporation Door
#724 series, of size as indicated on plans. Door to have Model EL trolley
mount type door operator. Operator to be activated by remote control in the
vehicle.
Bid as alternate: Apply cedar clapboard to exterior face of overhead door.
BATHROOM FIXTURES
Contractor to furnish and install fixtures per following schedule. All fixtures
to be white, except for hot tub.
BATHTUBS: American Standard 5' Contour Recess Tub, with pressure-compensating
shower valve. as manufactured by Moen or Delta, and Speakman
#2 shower head.
BATHTUBS: American Standard Ultra Bath, 5r x 3r-5rr.
HOT TUB: Contractor shall furnish and install Nautilus Hydro-Spa as
manufactured by Hydro-Spa K2rModel HS 'l 01, color to be selected.
One Spa shall be installed in each unit. Spa shall be installed in
accordance with manufacturerrs requirements, complete with all
plumbing and electrical connections. Contractor may suggest
alternate spas for Architect's approval.
WATER CLOSETS: American Standard "Carlylerr Series 2010.031 with elongated bowl.
LAVATORIES: Crane "Carlottarr #1-251 self-rimming with 8-2079A Capri Dial-Ease
fittings.
O -e-
BATHROOM ACCESSORIES
lnstall as directed; all finishes to be satin chrome. For all Bath Rooms and
Powder Rooms:
One chrome-plated brass shower curtain rod (where applicable)
Two towel bars: Hallmack #495F, 30" long
One double robe hook: Hallmack #482F
One toilet paper holder: Hallmack #475F
One medicine cabinet: Charles Parker #1024 or approved equal
One plate glass mirror: full width of lavatory counter from top of splash to
ceiling.
FOLDING ATTIC STAIR
Contractor to furnish and install one wood triple-fold disappearing attic stair.
Stair to be 2t-2tr x 4'-6n. Stair to be as located on drawings, in the hallway
of the second floor of each unit.
MISCELLANEOUS METAL
All metal railings at exterior balconies shall be 2-112n diameter painted steel
pipe, welded constrction, with verticals 4'-0" O.C.
Provide metal pan under heating equipment in attic mechanical space. Pan to
be 2rr deep and be connected to floor drain.
Snow grating in front of main entrance door shall be hot-dipped galvanized
steel grating of standard flat bar design.
Prefabricated crawl space vents shall be of size and location shown on drawings.
Wire mesh shall be not less than l/4'r square and not more than 1/2" square.
ELECTRICAL
Contractor to furnish, wire and install a complete electrical system in full
compliance with all national, state, and local codes having jurisdiction. System
to include primary service, distribution panels, wiring and lighting devices
and fixtures as shown on electrical plans, and as required by all mechanical
systems and appliances. Contractor to furnish circuit plan prepared in accordance
with electrical plans for Architectrs approval. #12 wiring shall be used throughout.
Switches and convenience outlets shall be Slater I'Decoratorrr series.
System to include prewired telephone service, with outlets as indicated on plans.o o
- 10-
PLUMBING
Contractor to furnish and install a complete plumbing and sanitary system in
full compliance with all'state and local codes having jurisdiction. System to
include domestic water supply from local water servicerand sanitary sewer
connection.
Domestic hot water system to be sufficient to provide minimum 140oF water to
all fixtures and appliances at all times.
Provide water connections in Living Rooms and Master Bedrooms for humidifiers.
HVAC
Contractor to furnish and install a complete gas-fired multi-zone hot water
system in full compliance with all state and local codes having jurisdiction.
System will be manufacturer-designed to meet the following criteria, and the
design (including placement of baseboards) will be submitted to the Architect for
his approval. Furnish and install a gas-fired 65 gallon high-recovery domestic
water heater. System shall maintain even interior temperature of 70 degrees F
at 0 degrees F outside temperature.
Carage shall have a blast heater with hot water coil.
Contractor to furnish and install exhaust fans for all bathrooms, kitchens,
and powder rooms.
END OF SPECIFICATIONS
o
UGHT FIXTURE SCHEDULE
Destqnation Type 8,Manuf?cturer Catalogue # Lamp
A. Rece:sed Downlight Lightolier Specular 46H24-Al 150 W A-21
Gold Alzak Cone
B. Regressed Lenslite Lightoller 45H32 100 W A-19
C. Adiustable Accent Llghtolicr Specular 464-13-A0 150 W par 38Lighting Gold Alzak Cone
D. 6rr square surface Ughtolier
mtd. brackst lamp
exterlor use
12E24 150 W par 38
E. Mirror Light Lightolier Series 40901 40 W G25
length as required
F. Step Light McPhilben 93H-7t0E 100 w A-t9
pC porcelain Socket Door-Activated Switch
H. Recessed Heat Lamp
r00 w A-tg
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TAETE OF CONTENTS
Coxcuus toxs
ScoPC
Pio"o3Eo CoxsrRuct t oil
Frtr-o lilvttrtcATlux
L^lonAroRv lxvcst t cAt t(Dl
Sr.csurrecE CoNot r to.rg
Dl 3cu3s t oN
Gnot'tD Fuoon SLAO coN3rRuCTr()N
DESIGN
^No coNsTRucTIoN D€TAILs
CoNsrRucr ton IHspecr tolr
Tesr Ptr LocATtoH puex
Tesr PTT LoGs
Leaonerony Tssr Rcsrr_?s
PA([ r
PAGE I
P^6€ a
Pecf, !
P^GE 2
I'AGC t
PA(f 3
Pece t
PAGE 4
PA6€ s
FIGURG No.
F t GrnE No.
T^6LE No.
t
2
1i:
qoil t foundo*rn'J-- - dngiraering
EsEd, Ge'gff
uj
a
E?
;-*
foNcLUs I oNs
l ) tx ouR oPtNloN, THE PRoPosED srnucruREs sHot'LD BE st'P-
PORTEO BY CONVENTIONAL SPREAO FOOTING FOI.I{OAIIONS' TNE
Fott{oAT rons-i"o't'D-6E PRoPoRT l(lNEo FoR A rAllHUn ALL'I-
ABLE B€ARtnC-"*ess'R€ oF 3'ooo PSF' lr rtlu Nor BE NEC-
EssARY 'o" ite-io'"o^rtoNs To cARRY A l'ltNltrull DEA' L.AD
PRESSURE.
2l Txe rouHoAT toNs sHouLo lllE sul'PoRrEo BY rHE MEDIUF DeNsE
To DEN'E n^i'*^' sANo ANo .RAvtiL srRATu'l oR NEr coMPAcrEo
srRucTuRAt iit'' ^s FuRrHE*'oitl"teo tN TtrE rrxr oF rHls
REPORT
3| Auu rlLL usEo FoR suPPoRT 9F FuuNDATIoNs ^No/oR
FLooR
sL^Bs "o"i-"t-io'prcrEo ]'o ot r'EAsr esx oF MAxlHur
StrNorRo r*ocio" DE!:l-rI 1!; *trHlN 2r oF oPrtt'rutil xols-
luRE coNTENTt PER ASTil D-698'
FLooRs r ILL tlE LoCAIED ABovE FlNlsHEo
SUESURFACE OR^IN TILE SYSTE}TS TtLL NOT
B€ USCO IN ALL CONCRETE'
PRESENTEo HERErltTH ARE
AND FOUNO^TION INVESTTGATION AT IHE
CREEK TOI'{T^TX TOTT HOTI:S PROJ€CT TO
APRTL 25. r978
RE r Sotu nHo FouHoat loN INvEsr l(
PITKIN CREEK MOUNTAIN TOUN I
TRecr A
BlolroRN SUOOtvlsloN
vAlL. Eecue Cot}lrY. CoLoRAo'
PRoJECI NO. I ?75
s-78-2-18-O
TH€ RESULTS OF A SUBSUTTFACE SOIL
strE oF THE PRoPosEo PtrKll
BE LocATEd oN TRAcT A'
OETERI'INE ETIST'
FORHT'-AIE APPRO'
rl
5l
Jlzlb r|o|th d Polo
Cd.,afl tgrStdd.b'00s,ccl.4t5.ns
2Gt9 b),ur tue"t
cbnrel(cftodo'mfi
c}3.47'0m
Srxce ALL GRouNo
SXTERIOR GRADES '
BE REOUIREO.
TvPe t CEMENT MAY
srreE,
EtGtloRN SuaotvlsloN' vAlL' EtGuE cot'ilTY' CoLoRADo'
THE PuRPosE oF THts tNvEsrtGATtoN lAs To
T NG STJSSURFACE CONOI T tONS AT TITIS SITE ANO TO
FOR TTIE PR.OPOSEO STRUCTURCS'
RI^TE FOLNDATION DESIGN CRTTERIA
PRo.lect No. t 77sApRtL 25, t978PAGE 2
Tr TS UNOERSTOOO TI-IAT S€VERAL TOYN HOI,IE i,{tTS rtLL BE
CONSTRUCTEO tN TH€ AREA COVERED By THtS INVESItGATtON. THE
PROPOSEO STRUCTUR€S TILL AE ONE rO TYO STORIES HTGII ITTH NO
'ASEHENT
OR GARDEN LEVEL AREAS. THE GROUND FLOORS TILL 8E
SITHEN CONCRETE SLA65-ON-GRAOE OR STRUCTURAL FLOORS rITX E
CR^TL SPACE EENE^TH THEM.
CONSTRUCTTON rtLL BE TOOO FRAi,IE
^NO LO^OS ARE EXPECTEO
TO 6E LICHT.
FlEr n lrvvesrlcertoN
NINE TEST PITS UERE EXCAVATEO WITH ^ EACKHOE AT THE
LOCATIONS APPROXIMATELY SHOIN ON TF.E TEST PtT LOCATTON PL^N,
FIGURE NO. I. SIUPUES OF THE VARIOUS SUSSURFACE STRATA ,ERE
.RECOVEREO FROI.I TI,I€ SIOES OF TFIE TEST Pt T EXCAVATTONS. THE
LoGs oF THE TEST PTTS ARE PRESENTED oH FTGURE No. z.
Leaon^ topy INvesr I crT rox
Auu nEcovERED sAxpLES IERE TAKEN To
LABORATORTES T}I€RE THEY I€R€ CLASSTFIED
ING PROGRAX UAS TNTTTATED BY T}TE PROJECT
TEST RESULTS
^RE
PRESENTEo oN T^BLE No.
ouR CoLoRroo SpRrNcs
ANO A LASORATORY TEST-
EN6l NEER. LeooReronv
t.
SUBSURFACE .CoND t I I oNs
suesuRrecE coNolrtoNs AT THrs srrE ARE FAtRLy r,$rIFoR[.
AT THE NORTH|EST ENO OF THE SIIE. IN THE
^REA REPRESENTEO
EV TEST PIT T{OS. I, 2 AND 3. THE SOIL OVERBUROEN CONSISTEO OF
APPROXIHATELY 6 TO I2 INCHES OF HIGHLY ORGANTC TO'PSOTL UNOER-
LAIN AY LOOSE TO. VERY LOOsE. IIOtST. SANOY. CLAYEY SILT. THE
PRo.lEcr.zNo. ttt6APFIL 25. !97!Pece r
SILT LAYSN EXTSNDEO TO DGPTHS Oil TlrE
aELor pRESENT strg cRAo€s. Bglor rxe
IEST PTTS ENCOI,{TEREO TGOIUH DENSE TO
rlTH COSBLES ANO OOULOERS.
OROER OF IrO TO FOIN FtG,
SILT OVEROUROEN. T}IE
o€NsE sAr,J ANO GRAVEL
tx Txe ARE^ REPRESENTED oY TEST PTT Nos. r rrrRoucn r.
THE TOPSOIL ANO ORG^NIC SILT OVERBURDEN IAS ON THE OROER OF6 TO I2 TNCHES THICK. ITIEOTATELY BELOU THtS T}IIN OVERBURDEN
LAYERT rHE HEotuM oENsE To oENsE sANo ANo GRAVEL urrH coBBLEs
ANO SOULDERS STR^TUM rAS ENCO${IEREO.
TxE cRourorATER LEvELs ENcoLDtTEREo ountNG THE FTELD
INVESTTGATIoN
^RE tNotc^TEo oN THE TEST PT7 LoGs. FIGURE No. 2.
DlscussroN
Tne oveReuRoEN solLs (uHtcH coNstsr€o oF (JRG^NIc ropsotL
ANO LOOSE TO VERY LOOSE StLT' HAVE VERY LOI DENSTTIES
^NO HIGH
MOISTURE coNTENTs (sEE LABoR^ToRY TEST RESULTs. T^BLE No. I,.
THES€ XATERT^LS ARE NOT CONSID€RED TO BE SATTSFACTORY FOR SI'PPORT
OF TH€ STRUCIURAL LOAOINGS OR THE GROUND FLOOR SL^1tS. OIJE TO
rHEIR LOT 3TRENGTH ANO HtGH COTPRESSTBILTTY CHARACTERTSTICS.
FOR. TTIIS REASON. IT t5 RECOil'IENDEO TH^T THE OVER'URDEN SOtLS
IE REHOVEO FROI,I TITHIN THE AR€AS TO BE OCCTJPIEO AY THE PROPOSED
STRUCIURES.
TxE UNoEnLYIN6 HEotUr. o€NsE To oENsE GRANuLAR tIATERtALs
I'^NO ANO GR^VEL ItTH COBBLES ANO BOULD€RS) HAVE XOOER^TE SIJP.
PORTING CAPACITTES. TXC GRAN.,.AR O€POSITS ARE NONEXPANSIVE
IN THAT THEY rILL NoT ExpERtENCE voLUgE SHANGE5 (.sreultNG) oR
o
i:: i.'.1,:" i , lJ, o
' PAGE (
EXCESSIVE CONSOLIOATTON (SETTLE}'ENT ) UT.IOER THE EFFECTS OFXOISTURE CONTENT CHANGES OR STRUCTURAL LOAOINGS.
TneRerone. BAsEo oN THe REsuLTs oF oun FIELo ANo LABoRA_IORY TNVESTTGATTON AND OUR UNOERSTANOING OF THE PROPOSEO CON-STRUCTION. tT tS RECOMMENOED THAT THE PROPOSEO TOrN HONE
STRUCTURES AE SUPPORTEO BY CONVENTTONAL SPREAO FOOTTNG FOUNDA-TloNs. As pREsENTEo IN THE ,, CoNcLUstoNS,, oF THts REpoRT.TXE TOUHOATIONS SHOULD EITHER STEP DOIN TO OEAR ON THE UNDTS-TUREED NATURAL GRANULAR STRATA. OR SHOULO 8E SUPPORTED AY NETCOI{PACTEO STRUCTURAL FILL. ALL NEf FILL MATERIALs I,IUST 8EAPPROVED BY THE SOIL ENGINEER AND
'..IUST OE COMPACTEO TO THEsPEcIFlcATtoNs coNTAINED tN THE ,,coNcLUsloNs,, oF THIs REpoRT.
Ir rxe PRoPosEo sTRUcTuREs TILL HAVE
SLABS-ON-6RAOE. THEN THE SLABS SHOULO AE
TH€ tt€OlUH DENSE TO O€NSE GRANULAR STRATA
SIRUCTURAL FILL.
IT tS POSSTBLE THAT THE GROUNO FLOORS YtLL BE CONSTRUCIEOAS STRUCTUR^L FLOOR SYSTEMS rITH
^ CRAUL SP^CE EENEAT}I. trrTHls cAsE' lT rtLL No? B€ NEcEssARy ro suBExc vATE THE LoosESILT OVERBURO€N SOILS FROI.I BENEATH THE GROUNO FLOOR AREAS ANOREPLACE tT ftTH NEI COMPACTEO FtLL. AS WOULD BE REOUTREO FOR
CONVENTIONAL SLAE-ON-GRAOE CONSTRUCTTON. AS DISCUSSEO AAOVE.
GROUND FLOOR CONCRETE
SUPPORTED BY ETIHER
OR THE NEtr COHPACTEO
ALL ExTERtoR
DEPTH oA
^T
FOTJI,IOATIONS SHOULO BE PLACEO
LEAST 48 INCHES BELOU FINtSIIED
tJELOT FROST
EXTERIOR GRAO€S.
o
Pnolecr No. t7?3APRTL 2S. t9?oP^GE 5
2l ALL FoUNorrTorus .sHouLo BEAR oN THE t,.IDtsTURaEo N^TURAL
GRANULAR SOILS OR THE NEf COHPACTEO STRUCTT,RAL FILL.
ANY LOOSE OR OtSTI,RSEO M^TERIALS SHOULD BE RE}',VED FROI{
.OENEATH FOUNOATION AREAS PRTOR TO PLACEI4ENT OE CONCRETE.
ALL FOUNOATION |ALL EACKFTLL SHOULD AE COilPACTED TO Ar
LE^ST 92t OF ilAXIIIUM STEXDERO PROCTOR DENSITY. PdR
ASTM D-6es.
Txe cnou.lo suRFAcE sHouLo B€ Gtv€N A postrrv€ sLopE
AIAY FROH TH€ STRUCTURES ON ALL STOES TO CONTROL
'URFACETATER RUNOFF.
tr oeretentNG oF THE FowoATtoN ExcAvATtoNs ls R€outRED.
TftIs sHotx-o BE ACCOrrpLtsft€D 8y pui{ptNG FRO}| tSoLATED Suf.tp
roLEs LocATEo AT LEAsr T'REE'ro ,or* FEET ArAy FR'M rHE
FOWOATION AREAS. TI.IIS UILL 8E NECESSARY IN ORO€R TO PREVENT
THE DEVSLOPIIENT OF A " OUTCK" CONOITTON tN THE BEARING
}IATERIALS LOC^TEO tH}TEOIATELY BENEATH THE FOOTTNGS.
Ir excepttoNALLy Loose pocKETs oF NATuRAL soILs oR tso_
LATEO LAYERS OF ORGAN I C },IATER I ALS ( SUCH AS PE^T ) ARE €N-
COt'{TEREO BY THE FOUT.IOATION EXCAV^TIONST THESE TRREGU-
LARIIIES SHOULO EE REXOVED. TrrC POUNOATTONS SHOULD S'EP
DOIN THROUGI{ SUCH L^YERS TO BE^R ON I,IORE COMPETENT STR^TA
OR THE UNOERCUT AREAS SHOII.D BE 8^CXFILLED ITTH NEI COil-
PACTEO STRUCTUR^L FTLL.
3t
4)
3'
6)
Txe exruvs€s
^RI B^SEO IPON THE
VATTONS PERFORHED
^NO RECOXI.IENOATTONS SUBMI TTEO IN
OATA OBTAINEo FRoI..I THE IITNE TEST
AT THE LOcATIoNs INoI cATEo oN TIIE
T}IIS REPORT
Pt T ExcA-
TEST PtT
o PRolecr No. r?73nPRIL 25. t978
P^GE 6
LOCATTON OIAGR^M. THtS REPORT DO€S NOT REFLECT ANY V^Rt^TIONS
:xtcH ilAy occuR SET|€EN THESF ExcAvATtoN LOCATtONS. Txe xetuRe
ANO EXTENT OF V^RTATIONS BETIEEN TTIE TEST PtT EXC^V^TIONS IIAY
ilor eEcolc EvtDENr wrrL couRsE oF coNsrRucrror. FoF THts
REAsoN. lT ls R€cot4l4ENoEo TIIAT THE sotL ENGINEER INspEcT tHE
OPEN EXCAVATIONS. Ir V^RIATIONS TH€N APPEAR EVIOENT. I, ItLL
EE NECESS^RY FOR ^ RE.EVALUATTON OF THE RECOilIIENOETTOHi OF THIS
REPORT TO BE I'IAOE AFTER PERFORiIING ON-SIT€ O8s€RVATIONS OURING
THE CONSTRUCTTON PERIOD
^ND NO'tNG THE CH^R^CTERTSTICS OF ANY
VARIATIONS.
TXTS REPORT HAS BEEN PREPAREO TN OROER TO AID IN TH€ EVALU-
ATION OF THtS PROPERTY AND TO ASSIST THE ARCHTTECT OR ENGTNEER
IN IH€ OESIGI.I OF THIS PROJECT. IX THE EVEN' THAT ANY C}TANGES
IN THE OESIGN OR LOCATION OF THE BUILDTNGS AS OUTLINEO.OR
PRESENTEO tN THls REPORT ARE pLANN€o. THE coNcLUstoils ANo REcorr-
XENOATIONS CONTAINEO IN THIS REPORT SHALL NOT BE CONSTOEREO
VALIO I,}ILESS THE CHANGES ARE REVIE|,EO ^ND CONCLUSTONS OF THTS
REPORT HOOTFIEO OR APPROVED tN IRTTING BY THE SOTL
^NO FOUNDA-
TION ENGINEER.
RESPECTFULLY SUoTII TTED.
Txores E.
PREstoeNr
SUMHERLEE. p.E.3 COPIES SENT
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1978.
I lrt' t.(|r,:i lit r0u
SIRATA AI 'rII|:
UARRA I l:O I A r
T I ONS AT C)TI I[II
lh). 4
lJr r, rr
?)
Project Applicatlon
Proiect Name:
Project Description:
Contact Person and Phone
Owner. Address and Phone:
Architect, Address and Phone:
Legal Description: Lot Block Filing Zone
Com ments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
-.Ita' i Project Application
Proiect Name:
Proiect Description:
Owner Address and Phone:
4r-'"-+^A'"
AttlritGl-Address and
Zoning Approved:
Deslgn Review Board
,^," T1/o/
DISAPPROVAL
Motion by:
/
fntcr-lloodrh F.ugtncrlng r.re
July 28, 1981
Mr. Rick Bolduc
llountain High Enterprises
Box 333
Avon, Colorado 81620
Re: Installation of "Grass Blockrr Drives
Iots 6 & 7, Gore Creek Park
Vail, Colo:rado
Dear Rick:
Per the request of Mr. Bill Snith, we have looked into the use
of "grass blockr on the above referenced lots.
Due to the rrpumping nature" of the soils at the site, differential
settl-ement of the blocks could result. Because of the problens that
could occur, it is our recorfirendation that a reinforced concrete slab
be used an an alternative to the blocks.
If we can be of further assistance, please call.
Sincerely,
Jeffery M. Spanel,
vice President
PE
Jl,!S: cj n
BOX C-100
AVON, CO 81620
Itl&flr72: DENVER 893-r $1
1420 VANCE STREET
LAKEWOOD. CO 80215
232-0158
ZONE CTIECK o
for
P/S ZONE DISTRICTSSFR, R,R
,
,/,
Zone District ( Proposed Use_T__
Lot Area Hei ght A1'l
az
GRFA: Prima'ry Allowed -
Secondary Al lowed
Site Coverage: Allorved i.la ?o
Landscaping: Requir ea (eO?o
owed
6'/L
Proposed
Proposed
Proposed
Proposed
Proposcd
Propc:ed
Actual
Conments :
Flood Plain
Sl ope a-L
Legal Description: Lot U Block rilhsGtrE€ Cz€e€ /,7f p.
Orr"r rchitect
' --_.*...-.'-f
'
' ,' -.:-Setbacks: Front-Required 20' Proposed
Sides-Required l5' Proposed
Rear -Required l5' Proposed
Waterccurse-required (,O' Pro-posed
GRFA: A'noned i-4?z(
Primary
Secondary Proposed
ll i i..
( .,.J .
.'t',. '',-a't
9"tp$r.1f9-39_ .
l,l jj't' ()tr ilA't't,:til At,i;
NAllli Ol,' )tltO.II'lO'l' Itoegsed DuDfex_neefuiei1..e:f,or r!4,r--r.c nlr!c*,,rl.ccr_;Iao.r__
'LliGAI, l)li,'icllI IxJ'.t0N 6 1.,()'1. N/A ly,Ocli Gore Gbeek Park
l)tt{icltIl'TIOll OI,' l)1i0,) i:iCl'Proposed Iluplex Resldence
ITI I,I N(;
Thc f<ll lowinll Jrrfot'rnltl. jon
to tlrc Dr:'sign ll<;vicrv llo:rrd
A. ) I}I'II,DING IIATI|ITIAI,S:
j.s rctluj t'r'rtl fot' :;ulutj. t.t:tl b}' tltc APlll J cant
trcJlor'c ir I j.rrll. ll)l)r'ovll. cnn bc glvcn.
lloof
Sidlng'
Othcr llal l
Irascla
Sof fits
l?lndows
lrlatcriruls
{ypc' of }.latcriaJ Color
ldone
Ceatax ftey/Betee
RoSheawn Plwood Stalned U,eht b€lge
fooct Seal-rlte 9ta1ned. tlerk horn
fooa (mfnfnaf) . Stalned. dark.tromllindow Trim
Doors
Door Trlm
Iland or Dech Ralls
Flues
Plnshings
Chlmneys
Trash 'Enclosures
Grecnhouses
Otlrer'
Ilo l-..rn tcn l. iilnnrc---___'-
Iood, (soil.d)Palnted one unlt Real
Palnted one. unlt BIue
.Sanne as slcle-lngfiood cap
Metal exposed at tqr of chlmney
Galvanlzed Palnted to natch roof
Sa,ne as flues
N/^
Uoodr/glBse Stalne<l Derk bown
D.)' PLANT !"1ATI,:|{IALS(Vcgetativc, Landscarrinn }tatc::inlsand Grt>urrd Covcr)
including Trces, Shrrrbs ,
$rg"tUrCorrnron li,rr:re Sizc.
l/8" Cedarshlngle
tlood
:
.'Ia o
llayrc 2
PlanC Mr4crlnJ...r ConE j.nrrcd
I,otanJ.c:rl. Narnc 'SlzcConmrorr llamc
:--4r--
t
c.)OTHER IANDSCAPE TEATURES(Retalnlng t'talls, Fences, Swlrrning
(Plcere Speclfy)
Pools. etd.)i-
f" dDo.., ft" *" of ,"t*ko b[o"L" drlot 1" . f*t -rlnt
.o
t'
proi.ct Name: Proposed DuDlex Resldence fOr l€ndmarc ltlteliprls ee r Inc.
Proiect Descriptio" Propos ed DuDlex Resldenee
ownerAddressand phone: I€,ndp?rc tintertrElses, Inc. 27522 Paclflc Coagt Hlgh$ay, Mailbu, Callf.
Project Application O
p"1" October 3,1980
Architect Addr€ss and phone: Davld Kennei;h Specter. Archltect ?.C.
2061 hoadray, lier York clty, New York too24 (212) 724-6600
Legal Oescription: Lot etocr -IA-- , ritins Gore Ceeek Park
Zone:
Zoning Approved:
Design Review Board
l',,,,-t,:
5; '?,, t> o -Motion by:/
seconded by: ? ()o nt7
T '.
^ .. ( APPRovAL DISAPPROVAL
Ll naq 1t4.o^)
Summary:
A. k h)-.
Zoning Administrator
Date:
Chief Building Off icial
\
f'lrrr..rt'cT Nn. tz?inFftf L zb. l,r?a
/VrY€
'r/r4*/ /lar4zL
A26U fln /,L
s0tL ANn rouNoAlI0N INVI SrtG^Tl0N
I'tTKtu Crttjt..x ihttrNrAtN lurN llrrf,n::r C*_klnlcr n 4,.+q"*/C
Btct lJnN Stllolvt:;tuN / rt ,2^ /
v^rL. L^6LE curr.f ry. (.-rrr rrrn'r , /tc44L
\"1
L*ft n u'7
PnEprnEo ronr
0 r S €xteHpnrses8ox l?t2VAIL. Couoneou ot6sz
r
a,
TABLF OF CONTENTS
CoNcuus t or.rs
ScoPE
PRoPoSED CoNsTRUCT I cIN
FrELD lNvEsrtGATtoN
LAooRAToRv lnvEsr I GAT toN
SugsunrrcE coNorTtoNS
0l scuss r oN
GRowo FLooR Sues CoxsrRucrrrtN
DESTGN ANO CONSTRUCTTON DETATLS
CoNsrRucrtoN INSpEcr toN
TEsr Ptr LocATtoN punH
Tesr Prr LoGs
LAaoRAToRy Tesr RESULTS
PAGE t
PAGE I
ITAGE 2
P^G€ a
PAGE 2
P^GE 2
PAGE 3
PAGE q
PAGE 4
PAGE 5
F I GURE
F I GURE
TABLE
No.
No.
No.
I
2
\
'E*
Ed
E.g
;t-.*l
3t2lb north el Poso
ccbdjo Pr€[
aedb'0OqSt
303' 475.7J00
rug b)dl src"t
@m,Cf
c$.odo'002fls3.477'0m
APRIL 25. 1978
REr Sotu eHo FouHoatIoN lNvesrl(
PITKIN CREEK MOUNTAIN TOI{N I
Tnacr A
BtcrloRn SugotvISloN
VAIL' Elcue CouNrv. CoLoRAo'
PRoJEcr No. l77s
s-?8-2- rB-D
oF THE PRoPosEo PlTKll
LocATEo'oH TnlcT A'
EXI sT-
U/
a
Ee
,-.+
CoNcLUs I oNs
l) Ix ouR oPINloN' THE PRoPosED srRucruREs sHouLD BE suP-
PORTEO AY CONVENTIONAL SPREAD FOOTING FOUNOATIONS. THE
FowoATro"'-ino't-o-ae "*oooRTltlNED
FoR A MAxIMUM ALLor-
ABLE BEAR'nc-"*e"'RE oF:'ooo PSF' lt wtuu Nor BE NEc-
ESSARY 'o* int'io'no^tto"' ro cARRY A MINIMUM oEAo L'AD
PRESSURE.
2l Tne Fout'toATIoNs sHouLD IJE supPoRTED BY THE MEDIUM DENSE
To DENSE toi'"o' sAND AND ooouttt sTRATUM oR NEw coMPAcTED
sTRUCTUR^t iitt' As FURTHER-oitiuttto tN THE'IIxT oF THIS
REPORT.
3) Auu rlLL usEo FoR suPPo*i It FouNDArIoNs AND/oR FLooR
sLABs,touti-"'-louplcreo Lo ot l'-EAsr esx oF MAxlmu'
stnHDrRo Pnocron DE!:l.rI ii; ;lrHIN 27' oF oPrlMUM Mols-
TURE CoNTENT' PER ASTM D-6e8'
FLOORS W ILL I}E LOCA IED ABOVE F I N I SHEO
SUBSURFACE DRAIN TtLE SYSTEMS WILL NOT
BE USED IN ALL CONCRETE'
soil b foundationJ ArPirvenrp
SrNcE ALL GRoUND
EXTERIOR GRAOES '
BE REOUIRED.
TYPE I CEMENT MAY
{)
5)
sr$eg
AND FOUNOATTON INVESTTGATION AT THE SITE
CREEK MOUf'ITATru TOWH HOMES PROJECT TO tsE
BtcnoRlt SugotvlsloN' vAlL' EnGuE coti"lrY' CouoRlDo'
Tng PuRPosE oF THIS INVESTIGATION UAS TO DETERMINE
TNG SUBSURFACE CONOITIONS AT TI1IS SITE ANO TO FOR}IULATE APPROf
RIATE FOUNDATION DESIGN CRTTERIA FOR TTIE PROPOSEO STRUCTURES'
PRESENTEo HEREHITH ARE THE REsuLTs oF A suttsurrFACE solL
r
PRoPoSED CoNsTRucTIoN
IT IS UNOERSTOOO THAT SEVERAL TOIVN HOME UO{ITS WtLL BE
CONSTRUCTED IN THE AREA COVERED BY THtS INVESTIGATTON. THE
PROPOSEO STRUCTURES UILL 8E ONE TO TUO STORIES HIGH IITH NO
SASE}IENT OR GAROEN LEVEL AREAS. THE GROUNO FLOORS WILL BE
EITHER CONCRETE SLABS-ON.GRAOE OR STRUCTURAL FLOORS fITH
^
CRATL SPACE BENEATH THEM.
CONSTRUCTTON TILL BE TOOD FRAIIE AND LOADS ARE EXPECTED
TO BE LIGH'.
F I ero INvEst t Gnt toN
NINE TEST PITS WERE EXCAVATED WITH A AACKHOE AT THE
LOCATIONS APPROXIMATELY SHOIIN ON THE TEST PIT LOCATTOT{ PLAN,
Ftcune No. r. sAMpLEs oF THE vARtous sutssuRFAcE sTRATA wERE
.RECOVEREO FROM THE SIDES OF THE TEST PtT EXCAVATIONS. THE
LoGS oF THE TEST pITs ARE pRESENTED oru FtGuRE No. a.
LABoRAToRY INvEST I GAT IoN
Auu nEcovERED SAMPLEs T,ERE TAKEN To
LABORATORIES IHERE THEY YERE CLASSIFI€D
ING PROGRA'4 UAS INITIATED BY THE PROJECT
TEsr REsuLTs ARE pRESENTED oN TleLe No.
., PRolecr No. r ?ts
APRIL 25, t978
PAGE 2
ouR CoLoRroo SpntHcs
AND A LABORATORY TEST-
ENGINEER. LABoR^ToRY
t.
SrrRsunrrcr CoruD tTl oNs
SuBsuRrecE coNDrrroNs AT THrs srrE ARE FAIRLy rJr,rrFoRM.
AT THE NORTHflEST END OF THE SITE. tN THE AREA REPRESENTEO
gV TEST PIT T{OS. 1, 2 ANO 3. THE SOIL OVERAUROEN CONSISTEO OF
APPROXIMATELY 6 TO 12 INCHES OF HIGHLY ORGANIC TOPSOIL UNOER-
LAtN By LoosE To vERy LoosE. Molsr, sANDy, cLAyEy sILT. Tne
PRoJEcr./No. t ?tsAPRIL 25. t9?o
PAGE 3
SILT LAYER EXTENOED TO DEPTHS ON THE
BELow PRESENT sITE GRAoEs. BEuou rxe
TEST PITS ENCOUNTERED MEDIUM DENSE TO
WITH COEBLES AND SOULOERS.
IN Tne AREA REPRESENTED aY TEST PIT Nos. q THRoUGH 9.
THE TOPSOTL AND ORGANIC SILT OVERBURDEN UAS ON THE OTIOER OF
6 TO I2 INCHES THICK. IMMEDIATELY BELOW THtS THIN OVER'UROEN
LAYER' THE MEDIuM DEN.E To oENsE
'AND
AND GRA'EL wrrH coBaLEs
AND BOULDERS STRATUM WAS ENCOUNTERED.
THE GRoUNDwATER LEVELs ENcoUNTERED DURING TI.IE FIELD
INVESTIGATTON ARE TNOICATEO ON THE TEST PIT LOGS. FICURE NO. 2.
NISCUSSION
THe oveReuRDEN soILs (t{HlcH coNstsTEo oF (JRGANIc ropsotL
ANO LOOSE TO VERY LOOSE SILT) HAVE VERY LOW OENSITIES ANO HIGH
MOISTURE coNTENTs (sEE LABoRAToRY TEST RESULTs. TABLE No. I).
THE'E MATERTALs ARE Nor coNsTDERED To BE sATtsFAcroRy FoR suppoRT
OF THE STRUCTURAL LOADINGS OR THE GROUND FLOOR SLAI]S. OUE TO
THEIR LOY STREN.TH AND HIGH COMPRESSTBILT TY CHARACTER ISTICS.
Fon' rnts REAsoN, tT IS REcoMr,rENoeo rHAT TrE ovERBuRDEN sorLs
BE REHOVED FROM YTTHIN THE AREAS TO BE OCCUPIED BY THE PROPOSEO
STRUCTURES.
ORDER OF TrilO TO FOUR FEET
SILT OVERSUROEN. THE
O€NSE SAI.J ANO GRAVEL
Txe ulroeRLytNG MEDtuM DENSE
(SANO ANO GRAVEL t{ITH COBBLES AND
PoRTtNG cApAcITrES. Txe GRANuLAR
IN THAT THEY WtLL NOT EXPERTENCE
TO DENSE GRANULAR MATERIALS
BOULDERS ) HAVE MOOERATE SUP-
DEPOSITS ARE NONEXPANSIVE
VOL UII,IE CHANGES ( SwELLING) oR
o
PRoJ€cr No. ttzsAPRTL 25, t9?8rAGE 4
EXCESSIVE CONSPLIOATION (SETTLEMENT) UNOER THE EFFECTS OFHOISTURE CONTENT CHANGES OR STRUCTURAL LOAOINGS.
THEREFoRE. BASED oN rHE REsuLTs oF ouR FIELD AND LABoRA_. TORY INVESTIGATION AND OUR UNOERSTANDING OF THE PROPOSED CON-STRUCTTON. IT IS RECOMMENOED THAT THE PROPOSEO TOWN HOME
STRUCTURES BE SUPPORTEO BY CONVENTTONAL SPREAD FOOTING FOUNOA-TIoNs. As PRESENTEo IN THE ,, CoNcr_usloNs, oF THls REpoRT.TnE rouNoATIoNs sHouLo EITHER sTEp oown ro BEAR oN THE uNots_TURBED NATURAL GRANULAR STRATA. OR SHOULD BE SUPPORTEO 8Y NEW
COI.IPACTEO STRUCTURAL FILL. ALL NEg FILL HATERIALS MUST BE
APPROVEO 8Y THE SOIL ENGTN€ER ANO MUST BE COMPACTEO TO THESPECIFTCATIONS CONTATNEO IN THE " CONCLUSTONS" OF THIS R€PORT.
IF THE PRoPosEo sTRuCTUREs wILL HAVE
SLABS-ON-GRADE. THEN THE SLABS SHOULD BE
THE MEOIUM OENSE TO OENSE GRANULAR STRATA
GROUNO FLOOR CONCRETE
SUPPORTEO BY ETTHER
OR THE NEY CO iIPAC TE OSTRUCTURAL FtLL
IT TS POSSISLE THAT THE GROUNO FLOORS WtLL BE CONSTRUCTEO
AS STRUCTURAL FLOOR SYSTEMS YITH A CRAUL SPACE BENEATH. INTHls cAsE' tr rvtLL Nor B€ NEcEssARy ro suBExcAvATE THE LoosESILT OVERBUROEN SOTLS FROM BENEATH THE GROUND FLOOR AREAS AND
REPL,qqg IT TtTH NET COMPACTED FTLLI AS WOULD BE REOUTREO FOR
CONVENTIONAL SLAB-ON-GRAOE CONSTRUCTION. AS DISCUSSEO ABOVE.
ALL EXTERIoR
OEPTH OR AT
FOUNDATIONS SHOULO BE PLACEO
LEAST 48 INCHES BELOU FtNt STTED
TJELOT FROST
EXTERIOR GRADES
o
2l
Pno.lecr No. rzzsAPRTL 25. t978
PAGE 5
ALL FOUNOITTO'NS -SHOULD BEAR ON THE UT.IDISTURBEO NATUR^L
GRANULAR SO ILS OR THE NEI.I COMPACTED STRUCTURAL FtLL.
ANY LOOSE OR D I STUREED MATER I ALS SHOULD BE REMOVEO FROI.I
BENEATH FOUNOATION AREAS PRIOR TO PLACEMENT OE CONCRETE.
ALL FOUNDAT ION WALL BACKFI LL SI-IOULD BE COMPACTED TO AT
LEAsr gzt oF MAxIMUM Stlxorno pRocroR DENsITy. pER
ASTM D-698.
TnE cRouHD suRFAcE sHouLD BE Gtv€N A postrtvE sLopE
AY'AY FROM THE STRUCTURES ON ALL STOES TO CONTROL SURFACE
rATER RUNOFF.
Ir oEwetentNG oF THE FouNDATIoN ExcAvATtoNs ts REoutRED.
THIS SHOULO 8E ACCOMPLTSHED BY PUMPING FROI.I TSOLATED SUI.IP
HoLEs L'CATED AT LEAsr
'HREE'ro ,or* FEET AwAy FR'M THe
FOUNOATION AREAS. TTTIS TILL AE NECESSARY TN OROER TO PREVENT
THE DEVELOPMENT OF A " OUICK" CONDITION IN THE BEARTNG
I4ATERIALS LOCATED IMMEDIATELY BENEATH THE FOOTtNGS.
IF ExcEpTIoNALLy LoosE pocKETS oF NATuRAL sotLS oR Iso_
LATEO LAYERS OF ORGANIC MATERTALS (SUCH AS PEAT) ARE EN-
COUNTEREO BY THE FOUNOATION EXCAVATTONS, THESE IRREGU-
LARITIES SHOULO BE REMOVEO. TNC TOUruDATIONS SHOULD STEP
DOIN THROUGII SUCI.I LAYERS TO BEAR ON MORE COMPETENT STRATA
OR THE UNOERCUT AREAS SHOULD BE BACKFILLED WITH NEY COM-
PACTEO STRUCTURAL FILL.
3l
4,
5)
6)
TxE txruys€s
ARE BASEO UPON THE
VATIONS PERFORMED
ANO RECOXTTENOATIONS SUB'{t TTED
OATA OBTAINED FROM THE TIINE
AT THE LOCATIONS INOICATEO ON
IN THIS REPORT
TEST PIT EXCA-
trre Tesr prr
PRoJEcr No. l7?s
APRTL 25. r978
PAGE 6
LOCATION OIAGRAM. THIS REPORT DOES NOT REFLECT ANY VARTATTONS
UI"IICH MAY OCCUR BETT{EEN THESE EXCAVATTON LOCATTONS. THE NATURE
AND EXTENT OF VARTATIONS BETUEEN THE TEST PtT EXCAVATIONS I4AY
FiOT EECO}.IE EVIOENT UNTTL COURSE OF CONSTRUCTTON. FOR THtS
REASON I I T I s REcoMl"tENoED THAT THE so lL ENGI NEER tNSpEcr rHE
OPEN EXCAVATTONS. IP VARIATTONS THEN APPEAR EVIOENT. IT |rtLL
BE NECESSARY FOR A RE-EVALUATION OF THE RECOMMENOATIONS OF THIS
REPORT TO BE MADE AFTER PERFORMING ON..SIT€ OBSERVATTONS OURING
THE CONSTRUCTION PERIOD AND NOTING THE CHARACTERTSTICS OF
^NY
VARIATIONS.
TNTS NEPORT HAS BEEN PREPARED tN ORDER TO ATO IN THE EVALU-
ATTON OF THIS PROPERTY ANO TO ASSIST THE ARCHTTECT OR ENGTNEER
IN THE OESIGN OF THIS PROJECT. IH THE EVENT THAT ANY CHANGES
IN THE OESIGN OR LOCATION OF THE BUILOINGS AS OUTLINED.OR
PRESENTED lN THIs REPORT ARE PLANNEO, THE coNcLUstoNs AND REcoM-
MENDATTONS CONTAINEO IN THIS REPORT SHALL NOT BE CONSTDEREO
VALID UNLESS THE CHANGES ARE REVTEUEO AND CONCLUSION5 OF THIS
REPORT I.IOOIFIEO OR APPROVED IN URITING BY THE SOtL AND FOUNDA-
TION ENGINEER.
REspecrruLLY suBMt rrEo.
THoil^s E.
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Sumueauee, P. E .3 COPTES SENT
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