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eo,Bill Gibson - Re: Dayton Residence Planting Plan Revisions
From:
To:
Date:
Subject:
Bill Gibson
Paul Heding
rU28lZ007 3:36 PM
Re: Dayton Residence Planting Plan Revisions
A.D,6-L
Vait V;tl.JL a'l;y 3
Hey Paul,
Per our phone conversation, while the planting of additional trees does not require design review approval; I
have reviewed the attached landscape plan revisions. The attached revisions appear to comply with the Town
of Vail's development standards, so please feel free to proceed with planting the trees. I have placed a paper
copy of the attached landscape plan revisions in our files.
Sincerely,
Bill
Bill Gibson, AICP
Town Planner
Town of Vail
75 South Frontage Road
Vail, CO 81657
(970) 479-2L73
(970) 479-2452fax
>>> "Paul Heding" <pheding@ldbye.com> 1L12812007 1:52 PM >>>
Bi[,
Please find the attached pdf of the revised planting plan for the Dayton Residence and send an approval email
for our records. l've clouded the changes. Thanks for your help!
Paul Heding
Landscape Architect
Land Designs by Ellison
PO Bor2l34 Eagle, CO 81631
P970.32E.60E0 070.32E.6084
pheding@LDbyE.com
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Design Review Board
ACTION FOR]I
Department of Community Deyelopment
75 South Frontage Roed, Vail, Colorado 81657
t€f:970.{79.2139 tex:970.479.2452
web: www.valloov.com
Project Name: DAYTON RESIDENCE UGFmNG
Project Descrlption:
Partlcipants:
DRB Number: DR8080211
Approval of drange to approved plans - site lighting plan
owNER DAYTON, JOHN W. &ARLENE J. 06/11/2008
2703 ROUTH STNE
DALI.AS
TX 7520r
APPUCANT K.H. WEBB ARCHITECTS PC 06/1V2008 Phone: 970-477-2990
ProJect Address:
3.I4 BEAVER DAM RD
Legal Descrifiion:
Parcel Number:
Gomments:
Motlon By:
Second By:
Vote:
Condltlonc:
953 S. FRONTAGE ROAD. STE 216
VAIL
co 81657
License: @00001627
3.+4 BEAVER DAM RD VAIL Location:
Lot: 10 Block: 2 Subdivlslon: VAIL VII-AGE RUNG 3
2101-071-1301-2
BOARD/STAFF ACTION
ACtiON: STAFFAPP
Date of Approval: 061 L2|2OO8
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate revieur committee(s).
Cond:0
(P|-AN): DRB approval does not aonstitute a permit for building. Please onsult with
Town of Vail Bullding personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 dap following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEAIS.
Cond: 202
(PLAN): Approval of this projed shall lapse and become void one (1) year following
the date of final approval, unless a building permit is issued and @nstructon is
commenced and is diligenily pursued toward completion.
Planner: NicolePeterson DRB Fee Paid: 320.00
I0ilt{0f
Changes To The ApProved Plans
Application for Design Review
Elepartment of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 97 0,479.2129 f ax:, 970'479.2452
web: www.vailgov'com
General Information:
All projects requiring design review must receive approval prior to submifting a building permit application' Please
refer to ttre submittat requirements for the particulai approval that is requested. An application for Design Review
cannot be accepted untii all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
biign re"i"* approval lapses unlesi a building permit is issued and oonstruction commences within
one year of the approval.
Description of tfie Request:on
Locationof theProposat: t-ot: l0 ebck: 2
Physical Address:
parcelNo.: aO\ - O1l -\3Dl-2(contactEagteco.AssessoratgT0-328-8640forparcel no.)
Zonlng:
Name(s) of Owner(s):
Mailing Address:
Owner(s) Signature(s):
Name of Applicant:
Address:
Phone:rn Fax:
Type of Review and Fee:
-E;Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
Phone:
Submittal Requirements:
3 Sets of Plans AddressinS Project Changes
Signature of Homeowner(s) or Association
For Office Use OnlY: - t tz
Fee Paid: 2fi' check No.:r'@ D BY:
JUN 11 2008
TOWN OF VAILFlcdev\FORMS\Permits\Planning\DRB\d]b-change-to-approvedJtlans-lltage-'l0-'l &
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Dayton Residence 205 Camden Place Boulder, CO 8O3
Construction Document Phase 303.447.3566 3O3.449.8227FAX
Revision: 6l9lo8
Type Mfg.Cat. #Description Lamp Notes
HA2 FocalPoint D1-SF.PINX-WH.PSL-
FD4-MR-M-SF-IC
RECESSED ADJUSTABLE MR-1 6
ACCENT LIGHT, PINHOLE
WTHOUT BLACK BEVEL, FLUSH
SOUARE TRIM, IC RATED
HOUSING.
o50MR16/C/
NFL25 by GE
INTEGRAL MAGNETIC
TRANSFORMER.
PROVIDE ONLY FIVE (5)
TRIMS ON INITIAL
FIXTURE ORDER FOR
MOCK-UP PURPOSES.
FINAL TRIM OUANTITY
TBD.
HA3 Focal Point D1-SF-PL-WH-PSL-
FD+MR-M.SF-IC
RECESSED ADJUSTABLE MR-1 6
ACCENT LIGHT. PINHOLE WTH
PRISMATIC LENS. FLUSH
SQUARE TRIM. IC MTED
HOUSING, UL LISTED FOR WET
LOCATIONS.
osoMR16/C/
NFL25 by GE
INTEGRAL MAGNETIC
TRANSFORMER.
PROVIDE AMOUNT OF
TRIMS AS SPECIFIED
WITH INITIAL FIXTURE
ORDER.
H83 Focal Point D1-SF-PL.WH-PSL
FD4.{\'R.M-SF-T
RECESSED ADJUSTABLE MR-1 6
ACCENT LIGHT, PINHOLE WITH
PRISMATIC LENS. FLUSH
SOUARE TRIM. NON - IC RATED
HOUSING, UL LISTED FOR WET
LOCATIONS.
Q50MR16/C/
NFL25 bv GE
,NSULATION MUST BE
KEPT 3" MIN. AWAY
FROM FIXTURE.
INTEGRAL MAGNETIC
TRANSFORMER.
PROVIDE AMOUNT OF
TRIMS AS SPECIFIED
WITH INITIAL FIXTURE
ORDER.
HK2 LightWild LW-PLIN-W\A/-6O.LLF
EXTERIOR RECESSED L.E.D.
LINEAR DOWNLIGHT, LIGHTLY
FROSTED LENS, SILVER
ALUMINUM HOUSING, UL LISTED
FOR WET LOCATIONS,
LED
3.6 WFT,
3000K
REMOTE 24V DRIVERS
AND DIM MODULE
LOCATED IN LOWER
LEVEL BEDROOM
CLOSET. EXACT
LOCATION TBD.
HK3 Light Wild LW.PLIN-VW-3GLLF
EXTERIOR RECESSED L.E.D.
LINEAR DOWNLIGHT, LIGHTLY
FROSTED LENS, SILVER
ALUMINUM HOUSING, UL LISTED
FOR WET LOCATIONS.
LED
3.6WFT,
3000K
REMOTE 24V DRIVERS
AND DIM MODULE
LOCATED IN LOWER
LEVEL BEDROOM
CLOSET. EXACT
LOCATION TBD.
HK4 Light Wild LW.PLIN-WW-48-LLF
EXTERIOR RECESSED L,E.D.
LINEAR DOWNLIGHT, LIGHTLY
FROSTED LENS, SILVER
ALUMINUM HOUSING, UL LISTED
FOR WET LOCATIONS.
LED
3.6 WFT,
3000K
REMOTE 24V DRIVERS
AND DIM MODULE
LOCATED IN LOWER
LEVEL BEDROOM
CLOSET. EXACT
LOCATION TBD.
HP Erco 33733.023, 33732.000
EXTERIOR RECESSED L.E.D.
STEPLIGHT, CAST ALUMINUM,
GMPHITE FINISH,
ASYMMETRICAL REFLECTOR.
FULL CUTOFF OF LIGHT
SOURCE. SOFTEC LENS, BACK
BOX FOR CONCRETE POUR,
INTEGRAL DRIVER, UL LISTED
FORWET LOCATIONS-
LED
M-E
SEE FIXTURE CUT
DETAIL FOR MOUNTING
HEIGHTS.
EEflVtri-]
Hl
JUN r 1 2008
TOWN OF VAIL
U
LIGHTING FIXTURE SCHEDULE HEFFERAN PARTNERSHIP, INC.
2O5 Camden Place Boulder. CO 8O302
Page 1
Dayton Residence
Construction Document Phase
Revisionr 6l9lOg
205 Camden Place Boulder, CO 8O
303.4 4 7 .3 566 303.4 49.8227 F AX
HT Hydrel 441G.P365011V-12-FL-
BM-RSR4".CSLsO'
UNDERWATER INCANDESCENT
POND LIGHT. FULLY GASKETED
AND SUBMERSIBLE. UL LISTED
FOR WET LOCATIONS, STAND
MOUNTED,4" RISER STEM,
ADJUSTABLE AIMING, ROCK
GUARD, 50'CORD TO REMOTE
TRANSFORMER.
5OPAR36/H
REMOTE BURIAL
TRANSFORMER
LOCATED ADJACENT
TO PONDAREA. SEE
PLANS FOR
QUANTITIES.
Transformer: QTRAN
ODB-Hs+
QSET-18S.120/'t2.
CONTRACTOR TO
SELECT SECONDARY
BREAKERS.
HU Winscape
ASBRLED-3001.12V-L}
BRZ-F35-SH6.C3-STD:
PMBR.6O.12V-A-
BRZ-18-SGSTD
EXTERIOR STAKE MOUNTED
L.E.D. LANDSCAPE ACCENT
LIGHT, BRASS MACHINED
HOUSING, SOFTENING LENS, 45
DEGREE CUTOFF SHIELD,
HONEYCOMB LOUVER, COLOR
FILTER TO CHANGE 65OOK TO
35OOK. UL LISTED FOR WET
LOCATIONS.
(3) 3w L.E.D.
REMOTE BURIAL
TRANSFORMERS BYG,
TRAN IN QUANTITIES
AS SHOWN ON PLAN.
FINISHES OF FIXTURES
AND TMNSFORMERS
TBD. Transformer:
QTMN QDB-Hs+
QSET-'t8G120/12.
CONTRACTOR TO
SELECT SECONDARY
.BREAKERS.
HV Hess LEDIA-LL-OD-1&10-W-
N
BURIAL MOUNTED DRIVE-OVER
LED LIGHT, 18" LONG, WARM
WHITE COLOR, FULLY SEALED
AND GASKETED, UL LISTED FOR
WET LOCATIONS.
32 LEDs,
WHITE,4W
TOTAL
REMOTE 6OW POWER
SUPPLY LOCATED IN
GARAGE.
HX Tivoli TT t003cL2-MP-12V,
BMC.RECT
LINEAR 12V INCANDESCENT
LIGHT TUBE, 9'-0" LONG,
REVEAL AT WATER FEATURE,
PROVIDE MOISTURE PROOFING,
MOUNTING BMCKETS. UL
LISTED FOR WET LOCATIONS.
T-1 rNC.
MtcRo, 12V, 2"
OC,3W PER
FT
REMOTE BURIAL
TRANSFORMER IN
QUANTITIES AS SHOWN
ON PLAN. Transformer:
QTRAN QDB-Hs+
QSET-180-120/12.
CONTMCTORTO
SELECT SECONDARY
BREAKERS.
T24 tP 44 ann 90 382 WALL MOUNTED EXTERIOR
SCONCE. DOWNLIGHT ONLY.
sOW MR16
120V
CONFIRM
SPECIFICATION AND
FINISHES WITH ATI.
MOUNT 32" BELOW TOP
OF DOOR JAMB @
GAME ROOM. MATCH
HEIGHT A.F.F. IN OTHER
LOCATIONS.
LIGI-ITING FIXTURE SCHEDULE HEFFERAN PARTNERSHIP, INC.
205 Camden Place Boulder. CO 8O302
Page2
Construction Document Phase
Revision: 619108
HEFFERAN PARTNERSHIP I LIGHTING DESIGN
accent - pinhole
i .d.
205 CAMOEN PLACE
BOULDER CO 80302
30) 447 3566
303 449 8227 fax
wnw.hpild.com
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t{ated houslm; non-lc
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PERFORMANCE
Recessed Adjustable MR16 Accent Light - Square Pinhole - IC Housing
krated tousin$ alr-tlght
lor hsulatad celtingt
Dayton Residence - O7L4 type HA2
Construction Document Phase
Revision: 619108
PARTNERSHIP I LIGHTING DESIGN
205 CAMDEN PLACE
B0u LDER C0 80302
303 447 3566
303 449 8227 fax
nrww. h plld.comHEFFERAN
accent - pinhole with lens
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PERFORPIANCEHOUSING TYPES
t{ated houslng; non.lc
.&,,\.EflF'.7--,
Inerlalbn llpt 3' f|om llrture
t
Recessed Adjustable M R16 Accent Light - Square Pinhole M Lens - IC Housing
TRIM ASSEM
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lc-rated houslng; alr-tlght
tor Insulat d c€lllngs
Dayton Residence - 0714 type H43
Construction Document Phase
Revision: 619/08
HEFFERAN PARTNERSHIP I LIGHTING DESIGN
accent - pinhole with lensi.d.'
205 CAMOEN PLACE
BOULDER CO 80302
303 447 3566
303 449 9227 tax
www.hpild.com
ov€rlap trln
c.lllng culoul dihhrl6s:
FEATURES
lrlm! avallrblr In Ov.rh9 lllDa or Fkdr mu4lfl
for a lcaml6t apfaferEa.
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Construction Document Phase
Revision: 6/9/08
PARTNERSHIP I LIGHTING DESIGN
ProJect Unear
ItgHliH Projccr l-il.a:.r! pcri.ct id .d9.lighlng 916r..ld .ori< rut <.!..|d rmoodt
ill|'nanating Lndar c.hnet a.!6, (o\,ai and digby (.,ar
cttEnat
. tlortlnrl Colorl
.Soorcr:
. Co.|r-to6:
. Iorntlner
. HooiS:
. C.bl. An.<hln.nc
. Houira lfirhr
. Houirt Hoiglrt!
. ]loutl|g L.ntihl
. Lirtirtrl
E Vtig{Isrf| t
.futlr..lur. 1..t.:
. flchra lntrr'f
co$rnot
. O9donr:
EIICTRCAL.9d'., F.qriaamaat:
. For.|r CongrFlcr:
. uf..f hbr
. lurr per Furrr So9ply:
Wa.in wtiter, cool f,,hne., .ad, blug g|trn. .,nbc., RGa
3 L[Dt p.r irEh ot lr.<ifu inue
Y." Y."
Nolcn: CL.r hn3
Sefloding 9,.ter-t|ght
Yre
Ltghtt fort d l.trt
Ytro'
FrotrGd Lnr
Sradett for !dlw mot'rting to any tuafa<!
lilver ebniorrn
C.blcr crir .rdr ot futu|! on r.,n! ti4
I i.r (l inr, wi6 optio.d mo|l'rri|9| fccr)
t.25 in.
lryhtc ond Sillecolot LEDf 6 irE S int dd tto.n I ft to I h long an
2Jn<h inc.lr|entt (12 int l a inr, l6 i.n, cl<., to mdimrrn ol96 irl
t68l.FOs lm.n 5 m1 to I tt. lo.r0 in 6.i.xh in(rrrrEntt (6,n1 | 2 int,
I 8 n3. 24 inl .t<. to m.arnum ot 96 rnr.)
/fi Ul- Licd r E 30615,1). S'dtabl€ br r,\.t lo<rt|o.rr.(f'trr
.im Ur. ont with bgtnwiH toppl'cd Cbtt 2 po€. t'|c.
-10 to l50 F G25 to 55 Q
Ut. In*ydInFor wtt lo<atioor
LghtWld oficri tumkcy (d|trol lolulror|t iodudng b.rk povv..
orvofr (oarkol, dinming prc-pogrrrrr:d comrollc.r io. aft<t !.!nd
Int rt (.r to thid p.rry DllX (drrdlc.t
24V0C l(ontr.do. rupplar | 2on,Ovl( lo (o(|rrql |'|il- Co6t.ol t'|it
nchdcr r trmrioming porEr r(pply th.r d.li.rt I4VDC to firo.al
App.onn r.t OIW pcr in<h oa *.<ii!d 6xut
50,0d) to g),0@ horr'"
IArut
lll)(|tlrf: )oh.r.t6iiCn r
RECESSED IN CEILING
AIMED DOWN
'L!l u'.|(.rtoisraou.riir.a.Fortr'6-t&rdrr9o.ld|r*rrtsfbnr'trt tnidt r F(|ardh.rU! brrd! . oa.., ldirod rdr. g!d.,.r$rr trd b b.!ol tf- ioFr lt- tidrn
-|,16.lltrs.r, urr(lratad.oFa|.rntrrrtrdt|||crt cfi *-dtria ldcac.hl|E:r..(fr!.qdDr.cl.g.tr.rDntn.d(!.6.rr!.ltilr..,
;Olllatl.:(D' koll)tJr.u. Sprd.cr0.ldrnf{dccn . f:hrD/rrrw*lghlrldolr
!r.d.-,.-,+.rd.r.6.-"..8i#* gttffi.-6..r d .*r-d.rbr-l
Exterior L.E.D. Recessed Luminaire
Dayton Residence - 0714 type H l<2l1l<3/Hl<4
Construction Document Phase
Revision: 61910g
HEFFERAN PARTNERSHIP I LIGHTING DESIGN
Exterior L.E.D. Recessed Luminaire
205 CAMDEN PLACE
BOULDER CO 80302
303 447 1566
303 449 8227 tax
www. h o ild.com
REMOTE DRIVERSAND
DIMMING MODULES
LOCATED IN BEDROOM
cLosETs.
SECTION @ EXTERIORTERRACE CEILING
SCALE: 1 1/2'= l'-0"
Dayton Residence - O7l4 type H KzlHK3lHl<4
Construction Document Phase
Revision: 619/08
PARTNERSHIP I LIGHTING DESIGN
Axis Walklight
with IED
205 CAMDEN PLACE
BOU LDER CO 80302
303 447 3566
303 449 8227 fax
www.hpild.comHEFFERAN
ERCO
.@" R.' I f
Dry Damp Wet
A + o,tu*,
33733J23 Graphit m l-ED warm
rvhite
LED 1 .7W I 20\/ AC 25lm
Product description
Housinq: coffosion-€sistan I, cast
aluminim. No-rinse 9lrFace treat-
ment G.aphit rn, dooble porlder-
coatcd- Mo{nting braclet: mctel.
2 cable enlries Thrcugh-wiring
Doisibl€. 3-oole tcrmiral block.
,\svmmetric reflector lens $6tem:
alominum, silwr anodized, oDti-
mizcd s{rccnin0 for thc LED5 cn-
sur6 no dlr.ct Tiah t .nissrbn-
Covcr frame witli Softec l€ns: cor-
roion-resirtant cast aluminun\
oraohit m double oowd.r-coated.
Suiiablr for \4et ldcation llF$sl:
dust-prool and watrr jet-pmof-
Weiqht l.87lbs lO85tg
ERCO Axis Walklight
n(oEi61 .a@.i. or ve
trr!h.omt. ;fl$16'l(!ami.
E
I
-=lE*I8
: J-A\\\\ ,/)
3 112'
88 mm
.^
r0 9i r6'
TED
4 t.8 t.2 06
tRto Lighttng. lic.
l€0 Rriun C.ntcr hrlw.y
suh.l0
Edhoi! NJ CS37
tsA
T.Lr rl 732 225 8456
Fu: +l 732 225 S857
info.us(E..cocq
Exterior Recessed L.E.D. Steplight
L$nical n.giorr 124460$!
tdition: 11.153)05
Pl.arr dolvnload lat6t v.6ion fmm
www.rcocoml33 733023
Dayton Residence - 07L4 type H P
Construction Document Phase
Revision: 6/9/08
H EFFERAN PARTNERSHIP I LIGHTING DESIGN
205 CAM DE N PLACE
BOULDER CO 80302
303 447 3566
3O3 449 8227 lax
www.hpild.com
TYPE HP STEPLIGHT
CENTERED ON CONCRETE
PANEL SEAM.
--]_
EXTERIOR FRONT STAIR ELEVATION
SCALE: 114"=1'-0"
)4tr .\t a \ T|| t\/rDJ\-,L \-,I I \-I1 \ IIL VL \
EXTERIOR TERRACE ELEVATION
SCALE: 114"=1'-0'
Exterior Recessed L. E. D. Steplight
tr:l_R TTRRACE a"_. 87.92
OW'R IERRACE Et, 86-'7
MOUNT TOP OF FIXTURE FLUSH WITH
BOTTOM OF TERRACE LIP. ELEVATION
DIMENSION IS APPROXIMATE - VERIFY IN
FIELD.
Dayton Residence - 07!4
CTTOI4 OF PO\D
type H P
Construction Document Phase
Revision: 6/9108
HEFFERAN PARTNERSHIP I LIGHTING DESIGN
D{ q/@ R,tr L
205 CAMDEN PLACE
BOULDER CO 80302
303 447 3566
3O3 449 8227 fax
www.hpild.com
tP6sx@ll
4410 ensr oR YoKE
MOUNT
tOW VOTTAGE
FOUI{TAII{ FIXTURE
DESCRIPTION
lilr irrvy{uly d crl bo{n lhn. lr &$nd lor us! w$ r PAi(tr,
llv hno (!6Y rrh n). tur. lt h|mrly lro{ndad md coda rance, Cradtl md hdr an cAory anc$slatad. lr|It taca, niktl
tamr hm ol lhjrr,Ir saCad by I xede$liatad, rlhooo ri[I or*d.
Yotc t|!vld|3 coln0l|tc rmuhr r(fHrutly.
FEATU RES & SPECIFICATIONS
FXIUnl HOUS|I{G O i(n( GUAiO He|vf Feal cot bo||I0
conrucdol. l{&trl bronn flnl$.
Ul,? lAr. SlV PAF' r.dcd D.rn, fiood d sd didrbnor.uq acld.J.
UOCXET: Scmrv lcr|r$rl wlh 2F'C h&l80d h|dr.
LI 3: tlne hcr tunr Lnt ot ltorr. (Coh. ilr !t avCbbL).
GAO(ET: Shll}olaca moldcrt w.dosrlrped rllcmo rtr!.
C!frO: Uhhrlm ot lq ol rl03sl t||t nr'ril. nt.d cBrl Co.d
anlin.. lr .?{ry ancaFdtf4 C'l tqn JJ't a t2tcttol
FACTOflY LE^I TEaTEO: Ftcurr rr roicd .. l0 Pg O.mrdcml
Inornrl Dr.a$re s'llL btsly amr0ad h uatn.
utw WAIER cuT.ofE Tettpartre $nshg tof, r{r crtrft
t.ndrrd.
FAaIEISn& S[.H.g r!rd.
ACCfStfOiES: Colq FIiJE: rfr.. dt . er.ao d nd rdrnrl ttt ?
ltls rrallada.
USTIi{C: U,L
ilolE: HYDntt RESEiVIS IHI nloHT T0 tl0DIFY SPECltlCATloll
Wlf oUI iloncE Any il|t} rbo m lth r|t.t Ir t0 b. lr$r.d u I
nt.?mca dlmndon: llrid fDr htoamrdon DUDot.t ooty. lt do6s nol0o. nrntcct|rlno o In$.ctho trsdr€rro|r' lAt|s| nls-lltg
,A ]tdr.a b .n lso ml' ---l C..fid lltnulgJ..,
mt JOB tt|^M€
PAiT MI,|B€R
bdd b? \bbg. orlA4lt |.rta|n lara.tA..a &r..r.. Cdl lra
A'PROVAI.S
Dayton Residence - 0714 type HT
O2OaHyd..l
a/!$04
ngv0
Underwater MR-16 Pond Accent Light
lll L.&r rrqhu, Clnrn
Pru|c t|3ll.9|5
f.r al.3l-||llH*F*r.r
Construction Document Phase
Revision: 619/08
HEFFERAN PARTNERSHIP I LIGHTING DESIGN
205 CAMDEN PLACE
BOULDER CO 80302
303 447 3566
303 449 8227 fax
www.hpild.com
PROJECT NAME:TYPE:
TiP
9 WATT
H,O. LED UNIT
2 ec 350' BOTAnON
KNUCKLE AVA LABIE.
t;/8, SI't(?'350i)
CoNSIRUCTIoN Body cao & .m,rckle machln€d frc.n BRASS. Lens art trn t€m@red coroslbale ghss ior sup€rlor clarv and sr€fl9n.
tED UNIT: L,a.D. !r lt s our cerobitary Jnh wlth tl'ree 3 lr/atl hlgh or.rtpul -EOs and an Inleigrd lc$/ voll4e (10,5V - 1 5,5V) AC tED dlver Eearn sprsadlsa
I0" Spot (20' & 10' beam spfcads can be cbuhcc LJsir€ acccssory lcncst, Colcr bnp b €500K I35COK cdorlmp.an be obtaincd ushg:35
cob. lte0.
FIMSHES: Ava*ds h 3 gandard crass trgl€s wtlr a pol,rurstt"an€ clear coa, Clsom thish€s avalaob (contaai lac,tory mr mcrs lrfc,.
FEATURESI Fle d replaceaole lerE, Tapaec iSUFE :OCK <nuckle seal 'cr inlin te almhq and an unparalleled ccldrE ability. Any mmbinatir of up lo 3 hns
acceasorles i color flller r shleldhg can be speclfled h any cap si/Je and are hed sedrrely iry a re novab e slalnless steelclp rlrc,
GEISML: TNs lixture requi€s a lo\r volage MACNETIC ransiomer:c tunclio. propedy Magreiic trarsforn"ef /nrst be rurcnBed sepa.e€V, see
aessod$ sectlon. lvo.r'lhg nust be spedied s€paraEly, see accessodes secicf.
LL Lbledt Wel lcaatbr, oJtdc.a & hdcor
cUL r-lr€c W€t bcabn or'.,Joor&hc.€r, PAGE I of I
: L BCX | 205
wlNOt\A. VN 55987 ;iffi IV,NSCAPE'iI FAx; !0;-45r'-1 31
Stake Mounted L.E.D. Landscape Accent Light
Dayton Residence - 0714 type H U
I Tr r.- Construction Document Phase' YJ Revision:6/9108
- -
HEFFERAN PARTNERSHIP I LIGHTING DESIGN
205 CAM DEN PLACE
BOULDER CO 80302
303 447 3566
3O3 449 8227 tax
www.hpild.com
L E O I A LL OO 18" LEO umimtine Srrip
Dim.nsiolt;
Project l{am.
Address
Crty
Statr
ztP
l. t'
lL.r
TyP.llod.l
ord.rlng Infolma$on
I tiEo-iiiln:dt.d l''El
tr*Volt
ho- 10 von pc
I
Color
R-Red
SR - Super Red
B - BIUe
G - Green
.A-dloDel
lw - while I
re
Option
DIM - DimmirE
-ldaiue-lN-l,lonel
comment
I
!ta
specdlcations Je slb,ect lo change witrout notificalhn
HessAme.tca. P.O 8ox 28 . Gafiney.Sc 29342. Phone: 864-487-3535 Fax 864.487-3175 . yyi,r.hessamenca.co* ,hgSS
Burial Mounted L.E.D. Linear Driveway Light
Dayton Residence - 0774 type HV
Construction Document Phase
Revision: 6/9/08
FERAN PARTNERSH]P I LIGHTING DESIGN
-. Statlc or chase delination and gude' lilhting tsing miniature lamps and
featuring an efficient and ecorwnical
connection systan.
205 CAMDEN PLACE
BOU LDER CO 80302
303 447 3556
3O3 449 8227 lax
www.hpild.com
INCANDESCENT
LIGHT TUBING'"
FEATURES. Flodbb or s€rnFrigid dastic tr-{cing emits tight on all shes
. Standard pbtic tubing cobrs - clear, amb€r, bronze. Light Tubing: 0.5\fi miniature incandosc€nt lamps,
40,000 hour rating, 12V or 24V
. 1", 2', 3', 4'. 6' and 12" larnp spacir€s
. Lanps aro wi€d with clea( nybn, sih€r plated wiro in
24V olamp-series or 12V 3-lamp s€ries confEurations
. 10' max. tubirE length br 1' O.C. tamp spacing. 20'rnax.
tuung lenglh for all otird lamp spacings; (not feld cuttabb)
. Excltsive, effcient tubing connector system with keyed-to-ft
rocessed pin design
. Static or chass pattern (or specific lengths)
. Class ll Bansbrrnor reqdred,l2V or 24V AC
See Transformer specification sheet
. UL Wet Lisr€d /ii\cQtus
LAMP DATA
-4F---d,-
PROFILES
Ro(rtd S..ttl{igH - tl8' db, FoaF.rtq.t
. Starlcrdd tr gntaoe mcrrrda€
. Erlq4h rlqdily tc ouths lrry lrs trm
. Bsrds as srndl rs 6' r.dirls l,lth moJr*iry
. cobs: cbr. Arrbs and &tr|z!
,,4-T
l'i 6} )l x
\v4l
TT100t
AT( @ ll T\/_t
TTt002
Tf1W2 Fo('d nb|d tt . l/2' dr Foly..6o.r.lo
RIGIO . SDenddd ltr surfaca moJntr€
. R€id tcr lr€er oFlic€tiora. hoJ€B rtraEl
. CobE: Cb6r
. Sffi8rd tr sjrtda€ mcrin0r!. 6bo may be(h&d or salm nb tolria bdrr€rs ca lh€attd
culains
. Fq|blrty to c(ltP trms c. slap€
. 89fi1s ary rdlls val| mcrjndr! ddrps
. Cobrsi O€t
Bor'd Ullrtlrr li6e. l/2' dlo. t/lnll f4qqt
. SbrEarts tt gJrbDe mdJrdrg. abo mdl ba
dED€d lI serrn |I& fat'E b6rrss a. 1lE6nrcd
culans
. Eraigh tl€odtty ica c€no[€d tanns
. B*is ary ralls *d1 monorp ddrps
. Cobs: Gcr
-i
CHAgE LIGT{T TUBIiIG
Chase lghts can be inserted into any of Ti\Dlis tuung profiles (except
Flexiled) for decorative and directional purposss. Ti\oli chase tubing is a
sensibl€ nEarF of communicating and simulatng wih [ght.. Manufacirred for l2V or 24V s\6tems
. Minirrum tube length is 24 inches. Larnp spacing b determhed by tube
lenglh and number of lanps per tLbo: 24 lamp rrrcrsments
. lnterconnection bstwoen chase tubes is tight - no gaps betw€on tubes.. Conplete line of four-channol lighting controllers a\ailable, specificajv
des€ned for our low-\oltage lighting systerns
TTl(DI
SEMI-FICID
o
Mlc]o, 6{amp Sorbs
Wldng
IE
ULIRAFLE{
'LrW q.,|I. 4 4;096 ol Ai, @^
TT1005
ULINAFLE(
TJ
Micio, 3-lamp S€rbs
Wldno
Ifi|l
TTl(n}
SEMI-FIGID
ttltul
R.ct n€ulr Iube - l/4' r 5y'l6'
. Clsl €4a ,r nrcatbcd lll nlo *tus':ns tca
sbF dd DqtlB, fle. r€cd\ iqk ad miots:
rc(lte ftc nccas rrd Ydls
. Elerds !o a 8'mhmtm rdus
. CobrB q6r, Arrbs ard Bronzc
iL
-l
1560 E S*tcstuo ph pll z149s76lot Yi,vw.tr.fthtE com
tlcl" S h fta, CA 92705 tr 714.127J458 IntudNdlll]tfrg:c.m
Low Voltage Incandescent Linear Water Feature Reveal
cqFdr o 1!!r :ta 6 :5 0l
Dayton Residence - 0714 type H X
205 CAMDEN PLACE
BOU LDER CO 80302
303 447 1566
703 449 8227 tax
www,hpild,com
LINEAR INCANDESCENT
TUBE LIGHT. REMOTE
TRANSFORMER.
1/4'DEEPWATER
9&.cJlg,ll, @ wArER FEArU RE CHANN EL
Low Voltage Incandescent Linear Water Feature Reveal
Dayton Residence - 0714 type HX
'
Fffi{,,-^,,^:::".,,,,
**:
a n n _a n nto n_d fl 11-l-o.rign, Jonas Krese{ + Ivo Sche[e
205 CAIVIDEN PLACE
BOU LDER CO 80302
303 447 3566
3O3 449 8227 lax
www.hpild.com
m
E@ B
lat dd - Stainless steel, nratte
. Safev gl,rrr ctra.
LitrtF -Incandcaccnt
. 50r 12N l,lR16
.Cool -Beam
Socret .GZ7O
\bttaqe .120V
l|ourtllg ' foctagonrt junctioo bor
' 360o bulb rctatabh. and
an bc titted through 180",
wrticrl end horizontal
rnounting to wrll
90lE3
aonton
E@K
tat€rhl .St inhss deeL dEtte
- gfety glari, cLar
tanF .Inc:nd6.ent
.2 x 35w 120v llRl6
.Coo[ -8e.n
Socret .GZ 10
lbltag€ .72W
Iqlndlg .f octagoml junction bor
.3600 bulb rotaiibL.
wrticr( and horizontal
nrounti ng to watl
ffitc+ Hl
t-_ -___ -J
-ff
.@- *n,*oon
Lt trrlbn crH. Fnd rnd crui plu,5. 6'Lnght'
?
I
.@- *,,-t-
H lrodfi Eti. ghd rld o!|. trnnlb 5" br9lt
66
Exterior Sconce
tr
Ht
L
I
Dayton Residence - 0714 typeT24
r-*___I H E_" Construction Document Phaset- | "'Gzry Revision:619/08a
-
lE
I W
-
HEFFERAN PARTNERSHIP I LIGHTING DES]GN
I
205 CAM DE N PLACE
B0u tDER C0 80302
307 447 3566
30? 449 8227 tax
www.hpild.com
WEST ELEVATION
SCALE: 1/8"=1 {'NORTH ELEVATION
SCALE: 1/8"=1'-0"
Exterior Sconce
Dayton Residence - 0714 typeT 24
'f
Construction Document Phase
Revision: 6/9108
PARTNERSHiP I LIGHTING DESIGN
205 CAIVIDEN PLAC E
BOU LDER CO 80302
303 447 3566
301 449 8227 lax
www.hpild.com
PROJECT NAME:WPE:
r,tl,/t'
9 IVATT
F,,0. tED U\IT
.1
ASBRLED_ 3OO1 12V
z voLl^GE 3, ACCCSSonY UXS L flflSH COt08lri'= :;ct- _"-1.:.: -c_ -.:_5-ttE:j:t
_. _ Pf. J..r-la .,r 3L:6: aL:i:i{ j.'jt;pFLi_l: ra- = \li- _ro;- l:!:jc
ti.i
(lPF = a:!lil i! ::lllilr
t, ctP sn[E
CONSIFUfi0N Bo3y .ac & ln"cde ^racl'ixed rrr i;ASS. -e1s crr i'c-r te-'oerel ccr:slitate glass'Jf slceriu car y arc slrer4tl'.
LEo UNf -.:.0,--li,<clr9e'cic,rtary-ni.'rhtfree3i/at1Fh^:{rtFLtLaDsridrnrle'e'allc,.i,cliac:r'C.av-l:.5V:,1C-EDdrive'Eear.spreaclsa
1J Spot l2C A 4C' bcan scrcacs can to rt?ir4c -sirq a€cssc.l ; -csi, Cclcr xrlp F 0531( ;35J,i{ lclff 'ctm aar oc cotainm Lg,rg :65
.clo"illorr.
FINISHES: Availahl,t i'r .l s:e.aa'c olass lni$as !/f1a cot lrgti-are c ear cira', C r,e:cn f ris.es ?raial.b ricnlru tactcry rcr nare ir,lcl,
FEATUBEs::iedreF|eceaoc|ens'Tao-.'eclsLRE-l'.)c,4'alLi]ke'']a|.)|inlrilecinn|:]a|ll1anL,rpara||e
accsnsorles, colcf'lter, sh gdhg rar ee siiecllled h ?.nv cao i], e and ?re held:iecJrel)1 x! a .e,novaoe Jlanless s:eelcllp r rg,
GENEM!lriSliXlUcleqrirosdlo,"/.,o|taueMAcF]rT1c[a.sbr|1o.:oi|||c|o',]:cpol.t'Vaoret.lranSfo'fe.|.l,.l
accessodes sectlcn Voudlrg .r,rst ce specl{ed sepa.ai€ty', jee ;c3esscrles l€clcr
(1,| I L- Llilec: nie kfr'[ . :-rdrir i f&,:r\.,jy':-L -ly!: r.4t hc:lir o,:.0:. r h:,jr'. PAGE 1 Of 1
I''I NONA IGHr :, cc( r2:a #flk w,NscAPETr,'FA>:i 5C;{n- q:
Stake Mounted L.E.D. Landscape Accent Light
Dayton Residence - 0714 type H U
v {'
**f**+++al**t't{.t+*a*****+f**tt***t*******+a++*++*+tt******t******fttf***t******ta*a*********
TOWNOFVAIL, COIORADO Statcm€Nrtf++t+ttaf'i'i*t*****aaff'i{'**'}:}'}'}rfflt}*a**'}ll'}flaa++t+++++f*tttt't+++fttftfffta+t*faaaltl***tf*a
Statement liluiber ! R08000093? Arnourlt: $20.00 06/LL/200503:44 pM
Palment Method: Check Init: itL,E
Notation: 25X.5 KH WBBB
ARCHITECTS
Permit No: DR8080211 Ty?e: DRB-Chg to Appr Plans
Parcel No: 210 L - 0?1- 13 01-2
Site Addreas: 344 BEATTIER DAl,t RD \fAIL'
LOCATiON: 344 BEA\TER DA}T RD
This Payment: $20.00
Total FeeB: $20.00
Total AIJL PmtB: $20.00Balance: 50.00
*****l*f+t+t*afta*'|t}'t'|'l**tf*f*ft't'il.'|rt***{'tft+++t+tt+**++f,t****+++t*f+************'t**'}{r****a*
ACCOTJNT ITEM LIST:
Account Code Des cript ion Current Prnts
DR OO1OOOO3I122OO DESIGN REVIEW FEES 20. 00
oo*!*,r{'Y olltt-oAtxr
Design Review Board
ACTIOil FORFT
Oepartment of Communlty Development
75 South Frontago Road, Vall, Colorado 81557
teh 970.479,2139 taxt 970,479.2452
uebr www.vallgov.com
Proiect Names
Project Description:
Project Address:
3,I4 BEAVER DAM RD
tegal Description:
Parcel Number:
Comments:
DAYTON CHANGE DRB t{umber; DRB070714
FINAL APPROVAL FOR A CHANGE TO THE APPROVED PIANS FOR EXTERIOR WINDOWS'
ADDING TREES AND REVISION TO DRIVEWAY
Participants:
owNER DAYTON, JOHN W. & ARLENE ). LZILgIZOOT
2703 ROUTH STNE
DATI.AS
TX 75201
APPUCANT K.H. WEBB ARCHITECTS PC L2lL9l2O07 Phone" 970-477-299O
953 S. FRONTAGE ROAD, STE 216
VAIL
co 81657
License: C000001527
ARCHffiCT K.H, WEBB ARCHITECTS PC t21L912007 Phone: 970-477-2990
710 WEST UONSHEAD CI& UNIT A
VAIL
co 81657
License: C000001627
3ZI4 BEAVER DAM RD VAIL Location:
loh 10 Block: 2 Subdivision: VAIL VILLAGE FIUNG 3
2101-071-1301-2
Motion By:
Second By:
Vote:
Conditions!
BOARD/STAFF ACIXON
Action: STAFFAPP
Date of APPrcval: 01/11/2008
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s)'
Cond:0
(PLAN): DRB approval does not constitute a permit for building, Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval,
pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS'
Cond; 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion'
Planner: Bill Gibson DRB Fee Paid: $20.00
04 07 0130p p.1214€55462
Ghangea To The Apprcved Hans
*m Appllcaffon fq DeCgn Review
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staternent ltumber: R070002739 Arnount: $20.00 L2/L9/2oo7L0:19 Alrt
Pa)rment Method: Check
ARCHITBCTS
rnit: ils
Notation: 2502lK.4. tfEBB
Permit o3
Parcel No3
Site Addrese:
Location:
Thia Palment:
DR8070714
2101-0?1-1301-2
344 B&AVER DEM
344 BEAVER DAl{
$2o. oo
Tl/I)e: DRB-Chg to Appr Plang
RD VAIIJ
RD
Toual FeeE:
Total AL,L PmtB:
Balance:
$20.00
s20.00
9o. oo
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ACCOI]NT ITEM LIST:
Account Code Description Current Pmts
DR 00100003t1,2200 DESIGN REVTEW TEES 20.00
lE
Dearnber 6, 2007
Town of Yail
Bill Gibson- Iown Planner
Design Review Board
Chris Gunion - Building Depanment
75 louth trcnbge load
Yail, Colondo 81657
Drye tddlc
l{f }otr lh to.d
fat, O
mt{ln
Dear Bill / Chrir-
I haw indudcd scvrn sr6 of dr: Dryton nsidena; 6ne rr lor Dl! and four snmped set for $r Suilding Drpartrnent Please ruicw Se dnwingl
drrt addnrs drrngc o apprond plul lhen hayr bcrn lcvcnl rmdl dangcl indiated widr rwision doud, but sinc mrny shccr hrvc bccn ruiscd
I induded drc full srt so wrrpnr has frc rarnr inbmrtion.
DBR drngu:
l. Revird crsrior wind0wt - See 1200, A20l (nv. doud$
I Revircd cntry roof maerial - See A104, 1200
3. levisrd drivc macrid and pannm - U.3
4. Addrd 4 rprua lco on rcu of prcprty - Ser ll.l (rev. douds)
5. Revisrd tu / shrub layout o rlhu for brrl muld padr lor firc accrs - lee l3.l
6. !ou$ nlst nhining rdl rnoved dorer o 6e houlr o help grading - Sce 1001, Al0l (nr. doudl)
Building Drprunmt dargcr
?. lomc ubrior wrlb dranged lrom 2x6 o lx8 duc o drrngc in rindow supplicr - he nv. douth
8. Eliminabd snrl in du ensy hall wdh duc to drangc rtair dedgn - Sec lolctml rev. doud
9. Changs in faming to support specifir an piccs
10. ftangu in roof fnming o allowing mom for recessed ans
ll. hangrr drrnges
ll. Oangr duc o reloating windol:
Phur all if pu hrn any quc*iom.
Ihark pq
l'lillie Aldrich, AIA Asoc
kh. webb architect pc
951 tol,ril tnonAcr RorD wffr tI[ ll6 r l (0t0r100 ll65l
t?0.177.2tt0 t70.1t7.ft6$(f) vtt.lhtclb.con
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11-29-2007 lnspection Request Reporting Page 28
4:37 om Vait CO'- Cify O+ -
Requ€sted Insp€ct Dato: Friday, Novomber 30,2007
Inspectlon Area: CG -
srreAddress: #BtrvERBffi FBu .
A/P/D lnformatlon
^ A_dvity: D07-0007 ^ Typ€: A-DEMOuon$ rvo€: uccuoancv:Ounien DAYTON. JOHN W. & ARLENE'J.
Contractor GEORGE SHAEFFER CONSTRUCTION
Description: DEMO
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Aton't le-( he d) aA ert(cy
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sub rUPe: DEMo
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88uED
Phone: 84$5656
,ilo,h 1U ryl?-'beo''uos
Requ€sted Tlme: 08:00 All' Phone: 970479-2'173
Entered By: LCAMPBELL K
Inroocllon Hlrtorv
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RBPT131 Run Id: 7309
{o rcIetg.
Leoal DescriDtion: Lot 10 - .Block 2 ilffiSubdivlsion: filino 3 _
Address: 344 Beaver Dam RD
Developer:-6"oae Shaeffer construdion co
Project Number:" bz- A^^?
ta tl-
R€ceiot funds to:Namei 5.,1^
Mailino Address:q71s aul;E::- pl;-
Dallts . TX 15220
lmprovement Completion Date:_1230/08
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT. made and entered into this 6
by and among_ George Shaefier Construction co.
Vail (the'Town-1.
6 day of. February 2007
prre "Develop'ef), and the Town of
WHEREAS, the Developer, as q con(ition of approval of the Temporary Certificate of
Occupancy for 344 Beaver Dam RD Lol 1o Block 2
(address, legal description, and project number) wishes to enter into a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Development Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of lhe all improvements referred to in this Agreement, by means
of the following:
The Developer agrees to establish a cash deoosit account with the Town of Vail, as
escrow agent, in the amount of $- --ce+eete 4Qon.* u" collateral for the
complelion of all improvementg rereneo ro In rnrs Agreement, in the event there is a
defauli under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreementS,
the Developer and the Town agree as follows;
1. The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer agrees to complete all improvements refened to in this Agreement on or before the _
dayof _ December 30 20oa Q.The Developer shall complete, in a good workmanlike
manner, all improvements referred to in this Agreement, in accordance with all approved plans
and speciflcations filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and lo
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from lhe Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deerned
complele until approved and accepted as completed by the Community
Development Department and Public Works Department of the Town of Vail.
F:\cdev\FORMS\P€rmits\Planning\Administratlvelctions\DlA cssh formal_l 12002.doc Pag€ I of 5
,o "o
t
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
A cash denosit ecrnrlnt with the Town of Vail, as escrow agenl, in the amount of
40.500.00 as collateral for the completion of all improvements
referred to in this Agreement, in the event there is a default under this Agreemenl
by the Developer.
3. The Developer may at any time substitute the collateral originally set forth above
for another form of security or collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred lo herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternalive security or collateral
shall be at the Tovrn's sole discretion.
4. The Town shall not, nor shall any officer or employee thereol be liable or
responsible for any accident, loss or damage happening or occuring to the work specified in thls
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall be and are hereby assumed by the Developer.
The Developer hereby agrees to indemnifo and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its ofiicers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon
any performance by the Developer hereunder; and the Developer shall reimburse the Town for
any and all legal or other exp€nses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developei may apply for and the Town may
authorize a partial release of the collateral deposited with the Town for each category of
improvement after the subJect improvement is constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the collateral that is being held by the Town be reduced below the dollar amount
necessary to complete all uncompleted improvements referred to in this Agreement.
6. lf the Town determines, at its sole discretion, that any of the improvements
referred lo in this Agreement are not construcled in compliance with the approved plans and
specifications flled in the office of the Community Development Deparlment of the Town of Vail or
nol accepted by the Town as complete on or before the date set forth in Paragraph 'l of this
Agreement, the Town may, but shall not be required to, draw upon the security referred to in this
Agreement and complete the uncompleted improvements refened to in this Agreement. Pursuant
to Section '12-11-8, Vail Town Code, the Temporary Certificate of .Occupancy refened to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
F:\cdB\r\FORMS\PemlB\Plannln g\Admlnlstratlwjclions\D lA cash tormat_1 1 2@2.doc Pags2 d 5
lf the costs of completing the uncompleted improvements refened to in this Agreement
exceed the dollar amount of the deposit, the excess, together with inlerest at twelve percent
(12o/o) per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad
valorem iaxes levied against such property. lf the Developer fails or refuses to complete the
improvements refened to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Tovvn Code, and the Developer shall be subject to
penalties pursuanl to Sedion 12-*10 (Violations: Penalties) and Chapter 14 (General Penalty),
of the Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements referred
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter
&3, of the Vail Town Code, for a period of two years after lhe Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by alt parties hereto.
F:\cd€v\FoRMs\Permlts\Planning\AdminiskatveJ0lions\DlA cash brmat 1 12002.doc PagB 3 ot 5
Dated the day and year frst above wrilten.
STATE OF COLORADO
COUNryOF EAGLE
Th.erlpregoing Dgtelooer lmorovement Agreemeq|,gq acknowle{oed bgpre rpe }his
-k1 Dayof rsl>dP'.:,tf .Z-rylOV ffi
Witness my hand and official seal. r
My commission .rpir"t-\/tt /o?
STATEOFCOLORADO )
)ss.couNwoFEAGLE )
The foregoing
Jl_Dayof
Develoogr lmprovement Agreement was acknowledgqd before mp this)!J-<4 , 2o.tC?by \_..s't \\\ o-*.^rJtL. C.ra. lesln*-.
ffi}lfll.
Wltness my hand and official seal.
F:bdsv\FoRMs\P8nnlE\Plannlng\Admlnlstrauve_AdbnsDlA c"Bh icmat_l12002.doc Page 4 of 5
ATTACHED COPIES OF THE ESTIMATED BID(S)
F:\cdev\FoRMs\P€rmlts\Plannlng\Admlnlstrative_Actlons\DtA cash format_1 12002.doc Page 5 of 5
, dnurnnnEEIIGf,UNTIilE
:-
'Rcnoqrc Emaind€r of uristingdrushn*fqnddioa re4rade site to odral sffie
Mactrirctircb dcmoli* strwture ad load out derbrisTruckingeryqtofdehis
Dunp foes asocimed rri& debris
Regrade site to aafiral stn$e
Total
o
Edilards Excavating Inc.
Colorado 81632
(9701926-3395 phone
(970) 9266508 fax
Demolition B$timate for Dayton Residence
$9200
gerco
s8s00
$7500
$31,6@
.l
r-
'.
Land DeSignS By |}On Inc.ponoflicrBox r2se At/on,cororaaost6fo.e{e.rzooph t7o.e.tt.32tefx |d.3irn€v.irJr.r
6Feb20/J|l
Gcorge Shaefrcr Constnrction Company
AtEr: lv{itch Sturde
POBox 373
Vail, CO 81658
Re: Dayton Residencc,344 Bcaver Darzr Road" Vail, Colorado
Dear Mitch"
Per the Revegetation Plan, LI.0, dated 6 Feb 2007, for the residence of344 Beever Dan
Roa4 Lot 10, Block 2, Vail Vilage Filing 1, the cost for revegetation is $800.00. This fce
will includc the labor end rnatcrials for rwegetation of the distr.uted areas.
Ifwe can bc ofany finther assistance, please do not hesitate to call.
Sincerely yours,
h/rL4r4/
Karhy Aalto
Land Designs by Ellison
Town of Vail
Department of Community Development
75 S. Frontage Road
Vail, CO 81657
(*r s..""^ Vu^RJ)
Receipt No. {looz
DateJ-J-3-l-67-
Please make checks payable to the TOWN OF VAIL
Account No.Item No.Code #Cost Each Total
001 0000 3141110 Address Maps ZA $5.00
001 0000 3'141110 Zoning Maps ZA $20.00
001 0000 319 4400 Custom Maps
001 0000 3141112 Other Code Books CB
001 0000 3141211 Blue Prints/Mylar Copy Fees BF $7.00
001 0000 3141111 Xerox Copies XC $0.25
001 0000 3'14111'l Master Plan MS
001 0000 3141111 Studies, Master Plans, etc.MS
001 0000 312 3000 Contractors License Fees CL
001 0000 312 3000 Contractors License Fees - RENEWAL CL
001 0000 240 3300 Develop€r lmprovement Agreemenl Deposit Dz-DEP10 AD 40 an. oo
001 0000 312 1000 Restaurant License fee (TOV)RL
001 0000 230 2000 Spec. Assess.-Restaurant Fee to Co.Dept.Rev.SA
110 0000 3141115 Resale Commission MS
Other -MS
)ther -MS
)ther -MS
Other -MS
Other -MS
0010000201 1000 Taxable @4.4o/o (State) - Tax payable TP
001 0000 310't200 Taxabfe @4o/o (Townl - Retail Sales Tax T7
TOTAL:1o, an. ao
' all items charged tax
No speed code for 001-0000-319-,14-00 4-il'1 :10
Comments:
Cash _ Money Order#Check# -7/a Received AV: 9G
f/cdev/forms/adminisales_aclion-form 2m7 1t5t06
Tom of Uai lrr.r (trETOf'|ER RLCEIPT r*r
0per: AJffiUSI Tvpe: FB Drarer: IDate: 7/05/e7 0l Riieiqt no: 10865
Custorer Location ilare Arounte750 e76t 007-6007, J0{ mwoAD AR-IEFTEITS
Jffi{ mYT$,r 140009'm
3{4 BEAI|ER Dtrrl RD
Tender detai I
0i o€tx 7l4r fi$m.m
Total tendered l4m{i9,00
Total payrent f4ffi.0$
Trans date: 71ffi157 Tirsr 14r13:16
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Design Review Boa
ACTION FORI{
Department of Community Deyelopment
75 South Frontage Road, Vail, Colorado 81657
tel:970.479.2139 fax:97O.479.2452
web: www,vailgov.com
Proiect Name:
Proiect Description:
Participants:
Project Address:
3zI4 BEAVER DAM RD
Legal Description:
Parcel Number:
Comments:
Motion By:
Second By:
Vote:
Conditions:
DAYTON RESIDENCE DRB Number: DRB070122
FINAL APPROVAL FOR A CHANGE TO THE APPROVED PI.ANS FOR ELEVATIONS, FLOOR PI.ANS
AND ROOF FORM
owNER DAYTON, JOHN W. & ARLENE ).0312612007
2703 ROUTH STNE
DALLAS
TX 75201
APPUCANT K.H. WEBB ARCHITECTS PC 03126/2007 Phone:970-477-2990
953 S. FRONTAGE ROAD, STE 216
VAIL
co 81657
License: C000001627
ARCHITECT K.H. WEBBARCHITECTS PC 0312612007 Phone; 970-477-2990
710 WEST UONSHEAD CIR, UNIT A
VAIL
co 81657
License: C000001527
344 BEAVER DAM RD VAIL Location:
LoT 10 BIocK: 2 Subdivision: VAIL VILLAGE FIUNG 3
2101-071-1301-2
BOARD/STAFF ACTION
ACtiON] STAFFAPR
Date of Approvalz 0412312007
Cond:8
(PLAN): No changes to these plans may be made without the wriften consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(Pl3N): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this prcjed shall lapse and beome void one (1) year follolling the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued torard completion.
Cond: 113
All development applications submitted to the Town after the effective date of
Ordinance 26, Series 2ffi5 shall be subject to the pending employee housing
regulations in whatarer form they are finally adopted; provided, however, that if
the Town fails to adopt the pending employee housing regulations by April L5, 2007 |
this Ordinance shall not apply to such development applications.
Planner: Bill Gibson DRB Fee Paid: i2O.OO
/
Changes To The Approved Plans
;fr Application for Design Review
tN/.d Depaftment of community Developmen(ruffimt/ "'ili:ii[:lB:!,1?";X?'!il"jioio!]'"u,
web: www.vailgov.com
General Informataon3
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Depafinent. The
project may also need to be reviewed by $e Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Locationof theproposat: t-ot: lD etock: 2- subdivision: VAr. Vqfre ftuuf, 3
PhysicalAddress: SZld EgnfFa- brolr, F-o
Parcet No.3 2 lO I D\ | | kl'l 2- (Contact Eagle Co, Assessor at 970-328-8640 for parcel no.)
Zoning:'lLntm,-r S*to,.laort-r.
Name(s)of Owner(s): 5>r-r,ru \o.'tpu
Mailing nddress: 2
Owner(s) Signature(s
Name of Applicant:
E-mail Address:
dflq,o
\,o
i-
D
,l
For revisions to plans already approved by Planning Staff or the
Design Review Board.
Signature of Homeowner(s) or Association
Description of the Request:
Type of Review and Fee:
q Changes to Approved Plans
Submittal Requirements:
$20
3 Sets of Plans Addressing Project Changes
=>E
€€
t __:_;_ rr:-:= rJ
F:\cdel^FORMS\PemitB\Planning\DRB\drb_change_to_approved_plans_1_page_1G18-2006.doc
f**ar**+**flff'}'|'}**++t+a+++a******++ftt*'tlr****a****l*+***********************l***'t'}'i**'}*ff++
TOWNOFVAIL, COLORADO Statement
+***tfl'*'i*'3*atfafllltla*+'lf'l++*++'i***t*+t++:t***'i*tl't{r{rlr{r{'{r'l+************ttl*'tat*'}tfi*f*'}ff++
Statement Number: R0?0000354 Amount: $20.00 03/26/200704:30 pM
Payment Method ! Check IniE: iIS
Notation: 2329/K.H. WEBB
ARCHITECTS
Permit No: DR8070122 Tl'tr)e s DRB-Chg to Appr plana
ParceL No: 2101- 0?1- 13 01- 2Site Addrese: 344 BEAVER DAItt RD VAIIJLocation: 344 BEAVER DAII4 RD
Total FeeE: $20.00Thia Palment: $20.00 TotaL AIJIJ Pmts: $20. 00
Balance: $0.00
ACCOUNT ITEIvT LIST:
Account Code Deecription
DR OO1OOOO371,22OO DESIGN REVIEW FEES
Current Pmts
20.00
Frpm:
To:
Date:
SubJect:
'Millie Aldrbh" <millie@khwebb.com>
"Bill Gibson" <BGibson@vailgov.com>
ffin4n00712:17 PM
DAYTON - 344 Beaver Dam Vail - Lot 10, Block 2, Vail Village 3RD Filing
teuPl
HiBiil -
George Shaeffer Conetruction is going lo be submitting for a building permit (under the oilginal permit
number) today or tomorrow. I think you get copied on the permit submittal, but wanted to make sure. Due
to budget and ground water we had to minimize the amount of basement that we previously shonred this
laEt DRB submittial. Since we are reducing the size of the basement I dirjn't think you would be too
concemed, but because it is a different basement plan lwanted you to be aware of it. I revised the
basement deduction and GRFA calculation; it actually took away GRFA since we are not digging inb the
site more... but 69 sq. fi. to sparel Please let me know if you need anything from us. Thanks so much for
your help.
Millie
COlr'tfdlY E\,EII!F!:W
\fr*t/;lta*#
Design Review Board /* lb' blr-L
ACTION FORM
Department of Community Deyelopment
75 South Frontage Road, Vall, Colorado 81657
tel:970.479.2139 fe|;970.479.2452
web: www.vailgov.com
Pro,ect Nam€: TEMP DEVELOPMENT SIGN
Prclect Descrlfilon:
REMODEUADDMON TO SFR
Particlpants:
DRB Number: DRB070078
owNER DAYTON, JOHN W. & ARLENE J.0310912007
2703 ROUTH STNE
DALI.AS
TX 7s20t
APPUCANT GEORGE SHAEFFER CONSTRUC[ON03/09/2007 Phone: 845-5656
PO BOX 373
VAIL
@ 81657
License: 302-A
Prciect Address: 3.14 BEAVER DAM RD VAIL Loca6on: 3,14 BEAVER DAM RD
tegal Description: loh l0 Bloclc 2 Subdivision: VAIL VILI-AGE RUNG 3
Parcel Number: 2101-071-1301-2
Comments:
Motlon By:
Seond By:
Vob:
Conditions:
BOARD/STAFF ACTION
Action: SIAFFAPR
Date of Approval: 03lL3l2OO7
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:201
DRB appro\ral shall not become valid for 20 days following the date of apprwal.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Oond: 113
All dweloprnent applications submitted to the Town after the effective date of
Odinane 26, Series 2fi)6 shall be subject to the pending employee housing
regulations in whatever form they are finally adopted; prwided, horever, that if
the Toryn fails to adopt the pending employee housing regulations by Aprll 15,2W7,
this Ordinance shall not apply to such development applications.
DRB Fee Paid: $59.00
ruw0rIfAn
75 South Frontage Rd.
Vail, Colorado 81657
970479-2t38/479.2139
F4]K970479-2452
March 13,2007
Mitch Sturde
George Shaeffer Constuction
PO Box 373
Vail, CO 81658
mitchs@gsconco.com
Re: DRB074078
I,ot 10, Block 2, Vail Village 3d Filing
Department of Community Developmelrt
Dear Mr, Sturde,
Thank you for your sign application for a temporary site development sign at 344 Beaver Dam
Road. You application has been staff approved and you may install the sign at your earliest
convenience.
Do not hesitate to contact me with any questions or concems.
Rachel Friede
Planner, Town of Vail
(970Y79-24/;0
Rfried@vailgov.com
Sign Application for Design
Departnent of Community Da€loprnent MAR 0 {r 2007
75 South Frcntage Road, Vail, Colorado 81
Ef: 970.479.2139 tili 970.479.2452
web: www.vailgw. com TOWN OF VAIL
General Infomauon:
All projects requiring detgn re\rierv must t€ceiye apprwal pnbr to submitting a buikling permit application, Please
r€fer b the sub.nifrd rcguiremerts for the particular appro\,'al that is rcquested. An apdication for Design Re\rievv
cannot be acetred until all required infornntion is recehred by the Community Devebpment Deparunent. The
Foi:ct tnay also need b be lwierved by the Town Courrcil and/or the Plannirp and EnvironrEnbl ommlsdon.
Deign lwiew approval lape6 un!€ss a bsilding permit is isened and comtnrdion conrmenes withln
one year of tl|€ apprwal.
Zonlng:
I{ame(s) of Owner(s):
ilailing Addrcss:
(Contact Eagle Go. Assessor at 970-328-86,10 for parcel no.)
Phone:
(
E?+
ED
$6s0
$300
$2s0
E
tr
tr
o
For consfuction of a new buibirE or demo/rebuilQ I r -, / A a-
For an addition where square fqbtage is added tq.}f,t Sp€fifal 6r
cornrErcial building (irdudes 250 additions & inbdor onvrrtoDs)rz.
For minor danges to buiHings ard site improyements, grt{x,V1l'
r€rcofing, paintins, window additons, lan&capirE, fences and
rebining walls, etc.
For minor d|anges b buildings and site impro\rem€nts, such as,$20
$20
1'{o Fee
rcrcofing, painting, windorv additions,
retaining wallt etc.
For ret isions to plans already approved by
Dedgn Rfliew Board.
fences and
f-ocadon of the Propocalt totz )0 elcx;t<:2 Subdivision:
PhyCcal Addrcss:
Parcel llo.:
Owner(s) Signatur€(s)r
Ilame of Applicant:
Malllng Address:
phone:
E-mailAddress: rlt 'h/ < C?retrtta-(om Fax: ,
*%ff,**" and Fee:
Concptual Review
Nerv Oonstsuction
Addiuon
Minor AlEratbn
(multFf amily/commercial)
Minor AlteGtion
(SrUh-famiV/duplex)
CharEes b Appro\red Plans
$50 Plus $1.00 per squar€ foot of totalsign area.
No Fee
fl,-
SIG]I APPIICATIO]I
SUBl,l ITTAL REQUIREIII EIf TS
Genenl Infomation
This application is for any sign that is located within the Town of Vail. Specific requirements are available
from the Department of Community Development.
L SUBIIITTAL REQUIREITIENTS
A, Name of Business:
B. Building name and physical addressi
C. Written approval from condominium association, landlord, and joint owner, if applicable.
D. Type ofsign (check all thatapply):
p#esbnding Sign tl Building Identification
FWall Sign
qHarEing / Projecting Sign
EDisplay Box
DDaily Special Board
D. Joint Directory Sign
trSubdivision Entrane Sign
tr Mural
tr Windovv Sign
D Sign Program
E.
F,
G,
H,
I.
J.
K.
L.
Heishtof sign(s'lrronsrae: 3 -{ /!t
Sign Location (attach a site plan and an elevation drawing or a photograph clearly
indicating the proposed location of sign(s)):
Materiafs and colors of sign (attach samples), d)ooA /4.4.11- / UL7.-
Sign lighting plan:
E Indicate type, location and number offixtures.o Include height above grade, lumens output, luminous area.o Attach a cut sheet for each proposed fixture.
Drawings sfnurirE how and where the sign or awnirp will atbdr to the fuilding and ho.r
the awnirE will be consbucted.
The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
rarF.lzil6
N.
tr Gas Filled/Fiber Optic
ETemporary Sign
D Other
Number of signs proooruO' /Number of sigrs o<isting: O
Sign message:
Sign and lettering dimen$ons br
drawing@%"=1):
Length of business frontage:
proposed sign (attach a colored scaled schematic
F{pt(ft
vlnlg+
K-Ltr
, Page I ofl
11-7.6; TEMPORARY SITE DEVELOPMENT SIGNS:
A.Description: A sign permitted to identiff and describe a project under construction and the
associated hazardous conditions during large scale development periods as determined by
the town council.
1. Size: Any site development sign shall not exceed forty two inches by fifty three inches
(42" x 53") in dimension.
2. Number: One sign per building frontage upon a site.
3. Location: Signs shall be mounted on construction fencing. In the absence of construction
fencing, a two (2) sided sign mounted on a four by four inch (4 x 4") post may be placed
within a landscaped planter.
4. Lighting: Not permitted.
5. Special provisions: Temporary site development signs shall be removed prior to the
issuance of a temporary certificate of occupancy.
6. Content No content other than listed below shall be included on a temporary site
development sign:
a. Temporary site development signs shall include the following information:
(1) Project name. /\r1/"n-
(2) Building permit number. $ otz o32l
(3) Contact information. Only one name, one pl-rone numbgr and one.e-mail address
shaff be permitted. Gz-oa2 SLa,a//-- Corslu//21>Yt - P'/f-t(.s-le/ 7J$t--t4""tr1'"- ' Q4rr1-
(4) Phvsical address. Uyy &; b^-, ru Od_/ a {,/Gi7
b. Temporary site development signs may include the following information:
(1) Staff approved development slogans.
(2) Brief factual description of the project.
(3) Website address.
(4) Artist rendering.
(5) Proposed completion date. (Ord. 29(2005) $ 1 1 : Ord. 19(2803) $ 1) .- - -:,
fi Iq//C :\DOCUME- 1 \I\,TITCHS-1\LOCALS- I \TEMPDQI9CUBG.hITN 3/1D007
flffffttl**llattlaltftfaftata'tlllltftltaf*rlffllltfi+fl+****f'if||'tr't*tr*'l*a*al*lflftlatftt*ft
TOWNOFVAIL, COLORADO Ststem€otaaatfaaal**ttlaat*lalaatftl*lttltla*afafftt**f|tlftl'r'ia{'**'}'}*l*fl*afl*llff+f**aartltaaall*f*t
gtat€rnent llunber: R070000255 Anount: $59.00 O3/L2/2OO7O5:01 PM
Palment Method: Check Init: LClfotation: #8s444/GBORGE
SIIAFFtsR CONSTR,UCTION. CO
Perm{t Nor DR8070078 1l4)e: DIIB - Slgrr Application
Parce1 No! 21.01-071-1301-2gite Addrege: 344 BEAVER DN{ RD \TATIJLocatiolr: 344 BEAVER DAII{ RI)Total Feea: $59.00Thle Palzmen!: $59.00 Total N,IJ Pmta: $59.00Balance: S0.00tff**'t*ftitf*aalaaaafalftffa*a*a'|at**t+**t**l****+{r{r't*'t*iir*t*+++*aft**{t**{t****fataaflaaffait
ACCOUNTITEM LIST:
Account Code Deecription current PmtB
DR OO1OOOO31122OO DESIGIN RIVIEW FEES
sP 00100003124000 sI@{ FEES
50.00
9. 00
I
4l
-
Town of Vail
lil Gibnr- Ptamcr
Brildirg hprtmnt
fh Dqrtnnt
?5 h6 fmop hd
V.l, blordo 8l6t?
t htm tdhra fardo
Lot 10, Slod 2, Vdl li|{{ 3e filq
311 8.flr 0n Yr1 Cohrdo
hr lltr -
*{ Vail\,.:t
Juur; l{, 1005
pY
llwhg &nnlitbn ol drr lbon rullcrc nnovdbr, tr rrrctre nvcCcd mn dafiupr in lephg Sc uitirg rmcrn. lYc rrn
arar going ir b ffc nrovatiol drat tir erorior walb rrn rX 2r1 cormcirn ad ft froors mn frmd wiil lrl0 nd I tA'
honron ir nrd of plpod. Wha re nru not af,m of wu dp poor rib und a bed fil along ilr nrd of tt yoprq. llc
hd r onrrcin nrcting nifr 8il 0'Xcll nd llikh t$rdr ridr Gugr theftr bnmcin b,t+of hia htov*r vit llP
frgicrir& Itlcr lldrif ri$ lrr€rd lbrigr lolutirnr ud Td lohron nifr tdredr kovetirry ltr siil Sd on nbth wrU
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Oc cm fodair r{. Ih n€v.br rail ta h orH mt *on llc ror0 ddr ad dit o Sr crinig hoti3 dcraio dr o tc
Fodnt of fc nrr pquty lh d dc rtlitJ cacrnrn lh ftC loodrior lon th rmti4 ra b liss rit tlc orrcr
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{ahg ral. nb mrU dor rr o pou or rrfl 6otig ad propdy rmpoof frc forddilr rrl Ocr bd-f hlrrc tlc rtr
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Wc m rrmndy mvtq hlrad riff dr rppond froqrint I[r dieil rdc it nrJ dcn Ot h docl .ol rrt b nd?,tlp Ot
cmin houn, ht h wld llc u m fir ronr of dc arcrr rw ncn worthg aornd a a nnrdcl $d as dc lrl vdr dr crmd
rrrb ol [c hw krrl hft{ng dre cntirc holc o 6c dinway b not as sncp etc. Wc rn mt crarding hi$t linir or
ntuit&hg lrfr ht ft nr$ rcrt ons of th uining hour is in a *le rebad lf m rn 6c crini6 horyht ad nut th
hus o th mrth I httmrl still h in fu lih s[d, ht$! an mtdrgirgbul or nrrr Wr m ndxirgfrc rruh tfir
*lc rtd h dlgnl fic roof ton frr uilfu gSh o a lat ruol,
fl tb ndoir rl t& om tin o crcl ft pnfit b qrt*f m Md. Ih dht dcr mt rrt tlc <rm lu of tlc lor
b h . q+on h th nifbutood rrd dc ontror docl mt rnt it t h r rnnl rrrrc. llc rtrcC crginu
nornrdcd noufu il trd4 ard rsig sccl spprr br tr ou0 fudrtin r{ WouE rc h dond b nnrlt! ft fufig,
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ftarc oofirm o ft dinctbr n SorH FoaC.
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JAN 24 2001 u
WN OF VAIL-
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Design Review Board
ACTION FOR,M
Department of Com munity Development
75 South Frontage Road, Vail. Colorado 81657
tel: 970..s79.2139 fax:97G"479.2,{52
web: www.vailgov.com
Project Name: DAYTON RESIDENCE
Project Description:
ADDITION
Participants:
owNER DAYTON, JOHN W. &ARLENEJ.06/01/2006
2703 ROUfi STNE
DALIAS
TX 75201
rr, "', "n4&rrffis&fr APPUCANT K;Fl.' WEBB ARCHTSE@rS rc -,06i0va006 Phonel-970ftM7*E990i,vli88nR$flffi6f6lPffi.rr€/Ilfll
953 S. FRONTAGE ROAD, STE 216
VAIL
co 81557
License: C000001527
ARCHITECT K.H. WEBB ARCHmCTS PC O6|OL|2OO6 Phone: 970477-2990
953 S. FRONTAGE ROAD, STE 216
VAIL
co 81557
License: C000001627
DRB Number: DRB060208
Location: 3,14 BEAVER DAM RDProjectAddress: 3,14 BEAVER DAM RDVAIL
Legal Descrlptionl Lot 10 Block 2 Subdivision: VAIL VILI-AGE FILING 3
Parcel Number: 2101-071-1301-2
Comments:
BOARD/STAFF ACTION
Motion By: DORWARD
Second By: DUNNING
Votel 4-0
Conditions:
. |l: .i'60tf
. . .,, reti!.|- ,
Action: APPROVED
Date of Approval: 0205/2006
Cond: 8
(P[AN): No changes to these plans may be rnade without the written consent of Town of
Vail staff and/or the appropriate rsyiew committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
. '.i
and is diligently pursued toward completion.
Planner: Bill Gibson DRB Fee Paid: $300.00
,,*m
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NewOnetnrcfron
Applhation for Declgn Revlew
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F:\daAFORt4$Permits\Planning\DRB\drb_na{_consfuctio.r_1 t-23-2m5.doc
NEW CONSTRUCTION
SUBMITTAL REQUIREM ENTS
Ardrltedural Elevatons*
ArdrltechJral Floor Plans*ii6eFr*r\
Ughtng Planx and Cut-shee(s) for proposed fixtures
Tlde report, Indudlng Sdredules A & B b verlfy ownershlp and easements*
il.ToH;'fi"ill '''"- -. . .,-<p Ds
Ardrtteciunl Eleratons* rAtuu 60srtr ' '
Exterlor olor and matedal samples and spedflcaUons.- l-i#f ,fJe.
rt:b
*.c
General Infonnadon:
The revlew process for new construcdon normally requlres two separate meetngs of the Deslgn ReMew
Board: a concepfual reuew and a final reMew, Appllcants should plan on presenflng thelr development
proposal at a minlmum of two meetlngs before obtalnlng flnal approval.
I. SUBI,IITIAL REOUIREMENTS'I3*
All pages of AppllcaUon ls smplete
Cheddlst ls completed and slgned
Stamped Topographlc Suruey*
Slte and Gradlng Plan*
Phobs of the odsdng slte and adjacgnt strctures, where appllcable.mppro\tr| frbm a condomlnlurir assodaUon, landlord, and Jolnt owner, if appllcable
SiFspedfrc Geologlcal Hazard Report, lf appllcable*
The Admlnlstrator and/or DRB may requlre the submlsslon of addlUonal plans, dnwlngs,
spedficauorE, samples and other materlals (lndudlng a model) lf deemed necessary to
determine wheher a project wlll comply wlth Deslgn Guldellnes or if the inbnt of the
proposal ls not dearly Indlcated.
Plcarc sstmA tlrec B) caples o/rtc a atenblr zotd rutfr od aMri (1.
**For Interlor converslons wlth no o<terlor dranges, the submlttal requlrements Include a complete set of
odsflng and pmposed floor plans, a Ude report, and wrlfren approval ftom a ondomlnlum assodaton,
landlord, and Jolnt owner, lf appllcable,
I have rcad and understand tlre above llsted submlttal rcqulrcments:
Prolct
Page 3 of 14 rrt2i[2w
r ttt*tafffftlalallltltll+lfltlllt*fllftaat*t*tttttttffatt{'ttt++t*t{'*******t'}t***tlaa*aaaaaaaaa
. TOWNOFVAIL COIORADO Starment' aaaafaf**laffaffaalrltlllalrrlllllaaa*attlaalaalr'rtarrt{tt*tt**tltlltl+l*ftt*tlfafa*+'t'atatfft
StatemenE ltrnber: R0GOOO0?30 Amounts g3O0.OO 06/OL/2OO6O1 :19 pM
Palrments lrletbod: Check Inits : iISNotation: 1853/K.H. IIBBB
AREI|rTECTS
Perm.j.t. No! DRBO5O208 f14>e: DRB - Addttion of GRFAParcel No! 2i01-071- 13 01-2Site Address s 344 BE,AIIER DAM RD VAIIJL,ocation: 344 BEA\IER DAti{ RD
TotaL trees: $300.00Thie Paynent: $300.00 TotaL ALL PmtE: $300.00Balance: $0.00**ll**a*lfftfl*ttfaaf'}a*atfaaaa+*aa*l*ataaafll'l'a*******l'}'}'|'|*********'i**t******lf***atffaf**t
ACCO{,JNT ITEM LIST:
Account Code Description Current Prnta
DR OO1OOOO3LL22OO DESIG'N. RS\':[EVI FBES 300.00
L.
Slze
g'- llz' /',
6-4* t..
,rt
- .7- -)-S'//4t
Qe-^. R:v-ns B-r;-c $+rq s: .5-'' 2,?'
n?,^- 2
*turll5-tln ro* 5rrar6l,r I t"L firt.F
DCSTING TREES
TO BE REMOVED
Mlnlmum Requlrements for Landscaplng :Dedduous Trees - 2'Caliper
Conlferous TJ€es - 6'ln helght
Shrubs - 5,Gal.
Tvoe Squarc Footaqe
GRoUND covER Mtye,> fueNrun g €oD q
soD
sEED -_--
rRRrGArroN Wttnure-fu-Au- >,6,I,(ftosor-A
D.,P I PAGxnPhl
TYPE oF ERosIoN coNTRoL
---_
Please speclff other landscape feafures (1,e. reblnlng walls, fences, srrrlmmingi pools, etc.)
F r\de\AFO RMqPemib\Planning\DRB\drb_nan _cordrucff on_l 1-23-2005.doc Page I of 14
'-23nffis
Bulldlno Materlals
PROPOSED MATERXAUI
Tvoe of Material
(c^rt- &oo).
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trlm
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chlmneys
Trash Endosures
Greenhouses
Retaining Walls
Exterlor Llghting
Other
Notes:
hrPrtt- €l-Etltg4
?'€,9?r,tt'
n- ?ao*r
A),
An>re WL
Please specifo the manufacture/s name, the olor name and number and attadt a olor dllp'
,7"r. h)E
F:\de\AFoRMs\Permlts\PlannirE\DRB\drb-nelv-conshuction-11-23-2005.doc Page 7 of 14 Lll23lz005
-
June 01, 1006
Toryn of Yail
-It
75 Soudt lrcnage lord
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Re 311 Bcrvs Dam
[c 10, Elak 2
Yaillhird tiling
Dear Sill -
4200, phac add thee to the set I dropped ofl Tueday if it'l not too late.
Pleue all if you havr any que$ions.
Ihank you,
t oao*o o[ue ly l|ev iua- r ru'I norrrco r
revicwing the EtTh6md-the ridgc and flooi heightl did not fiow up on the eleyation!.
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fudrd k an rppliotion for find duign nvirw.
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Plcrle tal il pu lm any quutions.
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02/25/2004 10:12 FAX 858 535 1234
FX I LUMINAIRE@
PM-20
FX LI]UINAIRE
UrulrmrrEo AppLtcATroNs
We dG constondy omoad ot fie rcnge of
pfo.Fcb h whii 6ire PM 13 rJsed. FrD.n on NM
olfsoat horne h /],'|dtwoul<ee to o teseotdl
sqerrc lob elnry in l-o Jollo, the PM spons
drc ordrtectuol gatrr/ut Simple font- high
ped[Ind1c€ rnoks dir ftdrre elrtvna|, rcrvtih,
@ oor
Bo r-o, Sor-r
AND gEAUTI
The FX PostModeme9 is
cornpromise irrengineered
the spirir of a contemPorary
commercial Prccisely milled
ftom 6061 T-6 this modd
-
The most application for"
the PM-2O is, of arry proiect
that speaks a dean
and moderr
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parabolic
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work together
proiedioD beam
' produce long
with no glare.
This bold is a great match
for an edgy home in Santa
Monica or I
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steel railing
All *erior are finished
with a marine-grade
process of acid drromate
plating and powdercoating
loola and
Computer
to assure lon8-
and integrity-
PM-20 can also
decJa with
apPearance
language The
mounted on
deck mount.
PER|l'tETER
LIGHTING
www,FXL,conl'
i
!
@2001 FX LUl.ttNAlRE.800-508.1269 EI
02/25/2004 10:15 FAX 858 535 1234 FX LUUINAIRE VAoo2
toot.andlaa
d.3cipdon of fE
ORDERING INFORMATl
PM.20-N
fixtn Lrmo -l.rn,od.l wru.t. +d.Post.Hoo:rre'ON
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for cotwcralolr to llanaart:
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LA l.r P O?TtoNs
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Broruc Mcalllc
Dese.t Gnnite
Bleck Wrlnlds
Sih6r Metalllc
Yerds Speckle
Scdonr Brown
VVI{ts WrlnH e
Wrrtlrered lron
Decl Moun!
iI
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lrouNT|l{G o PTloNs
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@ 88-1269 www.FXL.c
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H.l08!lr AR-
III
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nm
For high performanse d ptedictable
hmo llb usr FX Lul.llNAlREoTnndonrrerr
onv. Thr FX aansformer ir specincalt
dqsitned for the hlgh teEh lamFi urcd In ..
our fxtures - $e use of infedor power
suppllet an cause premetuG h.mp frllurs
and odter problems Includlng the risk of
lhe. For morc informadon oo thh very
impgrEnt sutiect please cooacs us at
800.68&1269 or on tfiE web, for thc
booldot drdtled lJnderstandlq UL LJsting
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UghdnE'
@2003 FX LUt{tNAtREo 800.6
I
NDfi€#t l-rfilEt
Uf ttt*T
Recessed wall luminaires
Housing: Constructed of die cast and extruded aluminum componenls
with integral wiring compartrnent. lMounting tabs provided.
Enclosure: One piece die cast alunrinum faceplate. Clear ternpered
g lass; .1 57' thick etched (beh ind louvers), .1 25" thick, mach ined flus h
to faceplate surface (slot), .157" thick with translucent while ceramic
coating, machined Ilusn to faceplate surface (open). Faceplate is
secured by four (4) flush, socket head, stainless steel captive screws
threaded into stainless steel lnserts in the housing casting. Continuous high
temperature, molded silicone rubber gasket for weather tight operation.
Electrical; Compact fluorescent lampho der: 2G 1 1, 4-pin, rated
75W, 6O0V. Ballast: Electronic, HPF for -18rc starting, universal voltage
(120V through 277V).
Through Wiring: Maximum four (4) No. 12 AWG conductors (plus ground)
suitable lor 75rc. Two 7 " knockouts provided for %" conduit.
Finish: These luminaires are available in f ve standard BEGA colors:
Black (BLK): White (WHT); Bronze (BRZ); Silver (SLV); Eurocoat'. (URO).
To specify, add appropriate suffix to catalog number. For complete
description of BEGA finishing process, refer to technical information
section at end of catalog. Custom colors supplied on special order.
U.L. listed, suitable for wet locations and for insta lation w lh n 3 feet ol
ground. Suitable for alltypes oJ construction, including poured concrete.
Protection class: lP 65.
type:
BEGA Product+: //,/ff
Project:
Voltage:
_ Cclcr: BlruOotions:
Modified:
Photometry
Ef,Sfff (rs,
Horizontal recessed luminaires
with slotted die cast aluminum
faceplate and asymmetrical
internal optical system. Flush
machined, clear tempered glass.
Electronic ballast for -'188 starting
U.L. listed, suitable for wet
locations. P 65.
Color: Slandard BEGA finishes.
Lamp Lumen A
2224P Recessed GEE t tawcrwin4p- 12oo 4'5la 4
2026P Recessed €EE 1 zzwcFtwin-ap 18oo 16s/$ 4151a 4
2024P Becessed €EE 1 3gw cF twin-ap 29oo 201/2 4151s 4
BEGA/US 1000 BEGA Way, Carpinteria, CA 93013 [P] 805.684.0533 [F] 805.684.6682
@Copyrlght BEGIVUS 2005 Lpdated a/05
(DESCRIPTION
/ilrcsm+ Fwlur-
SPECIFICATION FEATURES
Westwood 904 and 904-2 are
ultra-compact MR1 6 low vohage
halogen fixtures. Model 904
provides downlight or uplight
by way of ihe 180' rotational
fixture head. Model 904-2
provides c€mbination uplight
and downlight. Both models
mount directly to anywall surface
or over a standard 4" J-box and
require a remote 12V stBpdown
transformer (not included).
Various lenses, louvers and
color or dichroic filters can bs
combined - up to thres at once
-to create muhiple lighting effuds
LumiBre's exclusive SiDhon
Protsction Syst€m (S.P.S.)
prevents watsr from siphoning
into the fixturs through its own
l6ad wirds.
MATERIAL
Housing and hood are precision-
machined from corrosion-
resistant 6061-TO aluminum billet
brass, bronze or stainlsss steel.
Mounting canopy is constructed
from mrrosion-resistant silicong
aluminum, brass, bronzs or
stainless steel.
W.itwood Sa
ORDERING INFORMATION
FINISH
Painted
Fixtures constructed from 6061-
T6 aluminum are double
protected by a chromate
conversion undercoating and
polyester powdercoat paint
finish. surpassing the rigorous
demands of the outdoor
environment. A variety of
standard colors are availa ble.
Brass, Bronze or Stainless Steel
Fixtures constructed from
brass, bronze or stainless steel
are left unoainted to revsal tha
natural beauty of the material.
Brass and bronze will Datina
naturally over tirne.
HOOD
Hood is removable for easy
relamping and accepts up to
thrgB internal acc€ssories at once
, (lenses, lowers, filters) to achiave
muhiple lighting effects. The
flush lens design sheds water
and minimizes debris collection
on ths uplight position.
GASKET
Housing and hood are sealed with
a high temperature silicona odng
gasket to prevent water intrusion.
LEIIS
Tempered glass lens, factory
saaled with high temperature
adhgsivo to Drevent water
intrusion and breakags dus to
thermal shock
W65t$rood 9O+Z
MOUNTING &
ADJU STAB ILITY
Both models mount directlY to
wall surfacs or over a standard
,l'J-box and require remote 12V
step{own transformer (not
included), Model 904 provides
downlight or uplight by way'oJ
the 180' rotational fixture haad.
Model 904-2 provides non-
adjustable uplight and downlighl
Lumidre's exglusive Siphon
Protecrion SysGm (S.PS.) prwents
water from siphoning into the
ft(ure thmugh its own lead wires.
HARDWARE
Stainless st€el hardware is
standard to provide maximum
corrosion-resista nce.
SOCKET
Ceramic socket with 250" C
Teflono coated lead wires and
GU53 bi-pin base.
ELECTRICAL
Remote 12V transformer iequired
(not included). Available from
Lumiera as an accessory - seg
the A@essories & Technical Data
sec{ion of this catalog for details.
LAM P
Not included. Available from
Lumiers as an accgssory - see
Lamps under Optical Aeessories
on ths reverse slde of this pags.
LABELS & APPROVALS
UL and cUL listed, standard
wet label. Manufactured to
ISO 9001-2000 Ouality Systems
Standard. IBEW union made.
WARRANTY
Lumiere warrants its fi)dures
against dgfects in materials &
worknanship for thrBe (3)
years. Auxiliary equipment
such as transformers, ballasts
and lamps carry the original
manuf actu rels warra nty.
Catalog #Type
Projest
Comments
Prepared by Oata
NL.t-idre
WESTWOOD
5oV[ lmax.l MRl6
Hrlog.n
LOW VOLTAGE
I-
WALL
SAMPLE NUMBER: 90'l-50MR16-12-BK
50MR16
Halogen
50MR16 - SowtvlRl EGUs.3
Lamp not included
12V rdmota ttansformer
required - not included
Painted
BK - Black
BZ - Bfonze
CS - City silver
VE -V€rde
WT-Whita
ilEi=Efifi- ElfEilttt
a
OOPER Ughdng
ADLO325{X}
SourcaModel
90,1 = 180'rotational hoad
90+2 - Combination up'/down light
Vo lts Finish Accssgories
NSS - Stalnl€ss
WWW.COOPERLIGHTING.COM Consult your rsoresonlativa for additional options and lioishai.
wEsrwooD 904 / 904-2
Westwood 904/90&2
Lamp=50MR16/NSP
(EXr)
CBCP=l1,000
Westwood 1t0/t/90+2
Lamp=50MR1VFL
(EXN)
CBCP=2000
con! ot Li ht
DistancG to
lllumind!d Plans
lnitiel Nadir
Footcandlet
Berm
Diamet.r
Lamp=50MR16/NFL
tExzl
cBcP=3200
Lamp=50MR16A&FL
(FNV)
CBCP=1200
Distanc6 to
llluminated Plana
Distence to
Illutninatld Plan.
B!am
Diameler
Cono ot Li
Distanc. to
lllumin t.d Plm.
lnitirl N.dir.-
Footcandl6t
Beam
Diameier
sOMB1oflVFL 1200
NOTE: Inferior qualv ta^ps may adveiely aflect the petfomance of this product- IJse only ndme brand tamps from reputable lamp manufacturers'
FNV 60"
TICAL ACC ES
Golor & Dichroic Filters
F22 = Red cotor @ F/6= Red dichroic
F:13 = Blus color
F44 = Green color
F55 = Yellow color
F66 = Mercury vapor color
F72 = Amber dichroic
F73 = Green dichroic
F74 = Medium bluo dichroic
F75 = Yellow dichroic
F77 = Dark blue dichroic
F 8 = Light blus dichroic
F 9 = Neutral density dichroic
F8O = Magenta dichroic
Watts Beam
EXT = so-watt MR'l6lamp - narrow spot
EXZ = sGwatt MR16 lamp - narrow flood
ExN = sGwatt MRl6 lamo - flood
Ffr|V = SGwatt MR16 lamp - wids flood
Lower wattagE famps and/or additional distributions may be available. SEa tho Actessones & Tochnical Data section of this catalog for details'
& Louvers
DIF = Diffused lens
LSL = Linear spread lens
OSL = Overall spread lens
LVR = Hex cell louver
Glaro Shlelds
FH2O4= Straight glare shield {specify finish: BK, BZ, CS' VE' WT, NBR, NBZ' NSS)
OW VOLTAGE C TRANSFORMEBS
See tho Accessor'es & Technical Daa section of this catalog for details.
(
nn|l /EED LumiEro.custom€rFirstcent€r.1l2lHighway74south.Pe'chtrg€city,GA30269.TEL770'4€5.4a00.FAx7?0.446'4801 ADL032500
NOTES AND FO
Beam diameter is to 5oo/o of maximum footcandles, rounded to the noarest half-foot'
. Footcandle values are initial. Apply appropriate light loss factors where necessary'
. Bare lamp data shown. Consult lamp manufacturers lo obtain delailed specificatjons for their lamps.
Specifications and Dimensions subiect to changa without notice'
t!
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=
05.10.06
Dayton Residence Renovation
Lot 10, Block 2, Vail Village 3D tiling
34{ Bcaver Dam Yail, [olorado
Ioning Analyds: Genenl
\
.\
Lot Sizc .4724 aae / 20,500 q. ft. .
Based on Topographic turvey by tagh Yalley iurvliirif
&n be rubdivided into UB lot configuration
loning Primary/lecondary loning
Setbackc: 20'fmnt
l5' lides
l5'Rear
Height 33'Sloped Roofi l0' flat Roofi
lndscaping: 12,3{8 sq. ft. requind (60% of lot dz$
11,650 q. ft. pmpored pl% of lot sizd
802 sq. ft. propored (5% of 60% landrcaping for deckl walkl etc.)
lite [overage: 4,116 sq. tt allowabh (20% of lot siz$
3,881 sq. h allowabh (19% of lot size)
fAR (tloor Area): Allowable:
4,600+ 1,900+725=7,225 sq. ft.
150 sq. fr (construction prior to l{ovember 30, 1995)
l|eated tAR: 7,115 sq. ft.
Garage:
2 x 300 = 600 tq. ft. (endosed garage space up to two)
Toal Allomble: 8,075 q. fr
Prooosed:
lower level: 3031 sq. ft (Exduding Qange /51 q. ft)
Basement deduction 41% ol 3031 sq. ft. = 1427
lower level: 1610 q. ft. (30]I !q. - 1427 q. lt.)
l,lain level 3356 m. lt.
Upper level: 395 q. fr
Proposed [Ak 536hq. ft.
Garage: 154 q. ft.
lAk 151q. ft. (600 rq. fi allowed - 754 rq. ft. exi*ing)
Totrl IAR Pruposed: 5,515 sq. ft.
Pa*ing: 5 spaces nquind (5,500 rq. ft. or more)
*Please note that the above numberu an subject to verification by the lown of Yail Planning Staff.
l95l !0JT{ If,O TAGt ROAD WEil rIt ll6 fAlL (010f,A00 ll6!7
f9t0.411.It90
t70.477.1ta5(lt ttr.lhvctb.ton
I
ltrtttt or Irt ttlnt(/r tttrtt!tI 0t tttNtIItIt
I
P
South - East Side yard South - Retaining Wall
West Side yard
louth - West yard
View from Street View From Street
Entry to House Entry to Garage View from Balcony
Wetland Delineation
344 Beaver Dam Road
Prepared for:
K H Webb Architects
Mr. Kyle Webb
953 South Frontage Road West
Suite 216
Vail, CO 81657
Prepared by:
Daiva Katieb, Principal
Watershed Environmental Consultants. Inc.
P.O, Box 3722
Eagle, Colorado 81631
November 15,2005
TABLE OF CONTENTS
L
tr.
m.
INTRODUCTION
Page
I
I
J
J
J
4
5
)
6
7
METHODS
DESCRIPTION OF STUDY AREA.
soLs
VEGETATION
FIYDROLOGY
IV.
V.
VT.
uI.
RESIJLTS
CONCLUSION
REFERENCES
APPENDICIES
LIST OF TABI,ES
Table
L Plant Species List,344 Beaver Dam Road
LIST OX'NGIIRES
Figure
1. Projectlocationmap............
2. View of pond
3. Viewofpondanddecktohouse...
4. Water zupply pipe under deck...........
5. Main outflow channel...
LIST OF APPENDICES
Aooendix
A. Photographsofstudy site...........
B. Data forms.
C. Wetland delineation map for
344BeaverDam Road
Page
J
Page
2
8
8
9
9
Page
7
l0
t7
I. INTRODUCTION:
Mr. Kyle Webb of K H Webb Architects, 953 South Frontage Road West, Suite 2l6,Ya1l, CO
81657,970.477 .2990 is the architect and project manager for a proposed remodel of a private
residence at344Beaver Dam Road in Vail, Colorado. The site is located on Parcel
#2l}107ll30l2,Lot#10, Block #Z,Vul Village Filing 3; in Section 7, Township 5 Soutll
Range 80 West, in Eagle County, Colorado. John and Arlene Dayton of 2703 Routh Street,
Dallas, TX 75201, 214.871.3363, owns the .47 -acre property. Watershed Environmental
Consultants, Inc. (WEC) has evaluated the property for the presence of wetlands and waters of
the U.S. at the request of Mr. Webb; a site visit was conducted on October 8*, 2005.
Historically, the site was provided with spring runofl which originated upslope on the Vail ski
mountain and a number of seeps and springs from the hillside. This unnamed ephemeral flow
supported the pond on site and any thru-flow was tributary to Gore Creek. tn 1993, the property
at 355 Forest Road, located above the subject parcel was developed with private residences. At
the time of development, a significant portion of the ephemeral flow was diverted from the
project site. This alteration offlow dewatered the pond on the subject property. As a result ofa
settlement the pond at the site is now augmented by irrigation water that is piped under the deck
of the existing residence.
The proposed redevelopment at344Beavet Dam Road may necessitate temporary dewatering of
the pond in order for construction equipment to gain access to the back of the residence.
Additionally, future plans include an enhancement of the existing pond.
II. METHODS:
Wetlands were evaluated by employing procedures described in the USACE Wetlands
Delineation Manual (1987). A routine on-site inspection for wetland areas equal to or less than 5
acres in size was conducted. Wetland boundaries were based on the prevalence of hydrophltic
vegetation, hydric soils, and indicators ofwetland hydrology. Section III, Description ofStudy
Area, ofthis report records the evaluation ofthe vegetation, soils, and hydrology ofthe site.
Appendix A contains photographs of the site. Field forms for the vegetation, soils, and
hydrology are included in Appendix B. Table I lists the dominant vegetation observed on the
project site. The wetland boundaries were identified in the field with flags labeled
alphanumerically. These flagged points were surveyed and the map is provided in Appendix C.
I
344 Beaver Dam Road
L_Jtm ftU 0.__ -@=_,Jm[.{llG
M.p .rdrd ri|l TOPOIO cZm Ndilrlc..!rytic (rwt'nti'DbFgaliroB.tsPo)
2
344 Beaver Dam Road
Figure l. Project location map.
IIL DESCRIPTION OF STTIDY AREA:
Climatic data for the project site is unavailable; however, values have been obtained at station
CO2454, Eagle FAA Airport, elevation 6,500 feet, located approximately 28 miles, straight-line
distance, west ofthe project site. The recorded mean annual precipitation is 10.66 inches and the
mean annual temperature is 42.9o F, both values were averaged over 47 years ofrecord (lVestern
Regional Climate Center, 2005). Precipitation is relatively evenly distributed throughout the
year, with slightly higher amounts occurring in late summer and autumn. The growing seasorL
days with the low temperature above 32o F, is less than 90 days.
SOILS
The Natural Resource Conservation Service (NRCS) has not mapped the soils in this region.
Howwer, the observed soils are similar to the Anvik-skylik-sligting associatiorq 25 to 50
percent slopes. This soil association is mapped in nearby areas with similar slope and aspect.
The Anvik-Skylik-Sligting unit is composed of about 30 percent Anvik soil, 30 percent Skylick
soil, and 30 percent Sligting soil. The remaining l0 percent of the total acreage is made up of
small areas of Cochetopa, Antrobus, Jerry, Forsey, Coulterg and Ansel soils. This association is
typically found on fans and mountainsides. The parent material is residuum and colluvium
derived dominantly from sandstone and basalt. These soils are deep and well drained with a
slow to moderate permeability.
The soils observed on site were deep, well drained soils. The soil samples varied slightly with
one or two horizons to the depth of the profiles. No mottling or gleying was observed
throughout the profile.
VEGETATION
This area can be characterized as an Aspen and spruce woodland site. The understory vegetation
is mainly composed of native grasses, forbs, and shrubs. Some emergent vegetation was
observed along the waters edge of the pond. Hydrophytic vegetation including reltop (Agrosfis
stolonifera),Nebraska sedge (Carex nebraskensis). and willow (Salix spp.) was observed along
the waters edge and within several outflow channels and along the hillslope below the pond.
Upland vegetation inhabited the remainder of the site.
The following table lists the plant species that were observed on and near the project site.
Table 1. - Plant Species Llst, 3 44 Beaver Dam Road
Scientific Common Family Orign* Wetland**
Name Name Status
Agropl,ron smithii Western wheatgrass
Agrostis stolonifera Redtop
Mountain alder
Serviceberry
Mountain brome
Poaceae
Poaceae
Betulaceae
Rosaceae
Poaceae
N FACU
I FACW
N FACW
N FACU-
NNL
Alnus incana
Amelanchier alnifulia
Bromus cqrinatus
-)
344 Beaver Dam Road
Common
N*e N*" statttt
Table 1. - Continued
Scientific
Carcx aquatilis
Carex nebrascensis
Carer utricalata
Celtis pallida
Cormrs sericeq
Dactylis glomerata
Equisetum hyemale
Picea engelmannii
Picea pungens
Populus tremuloifus
Pteridium aquilirrum
Prumtsvirginiana
Roswoodsii
Salix eastwodiae
Salix planifolia
Family Orisin* Wetland**
Heracleum sphon@lium Cow parsnip
Water sedge
Nebraska sedge
Beaked sedge
Spiny hackberry
Redosier dogwood
Orchard grass
Scouringrush horsetail
Engelmann spruce
Blue spruce
Aspen
Westem brackenfern
Chokecherry
Woods rose
Mountain willow
Plainleaf willow
Cyperaceae
Cyperaceae
Cyperaceae
l]lmaceae
Cornaceae
Poaceae
Equisetaceae
Apiaceae
Pinaceae
Pinaceae
Salicaceae
Dennstaedtiaceae
Rosaceae
Rosaceae
Salicaceae
Salicaceae
Caprifoliaceae
N OBL
N OBL
N OBL
NNL
N
I
N
N
N
N
N
N
N
N
N
N
N
FACW
FACU
FACW
FAC
FAC-
FAC-
FAC
FACU
FACU
FAC-
OBL
OBL
FACUSynphoricarpos oreophilus Mountain snowberry
*Orign
I Introduced
N Native
**Wetland Status
Not Listed
No Indicator
Obligate Upland
Facultative Upland
Facultative
Facultative Wet
Oblisate
NL
NI
UPL
FACU
FAC
FACW
OBL
HYDROLOGY
Investigation of Town of Vail files reveal that a beaver pond existed on site in 1975. It is this
pond that was enhanced and maintained with a lining to create a permanent feature. The pond is
sustained with water, which originates from a pipe under the existing front deck of the residence.
However, a number of seeps and springs occur along the hillside beyond the pond. Groundwater
seeps and seasonal runofffrom the Vail ski mountain" located to the south, contribute to the
maintenance of the pond and adjacent wetland areas.
Overflow from the pond is directed through one main outflow channel; however, several
secondary channels exist rouglrly parallel to the mail channel. Each of these channels flows into
4
344 Beaver Dam Road
an active waterway that follows along the front of the property, adjacent to the roadway. The
road heavily impaits the waterway; road base, gravel and silt are readily introduced into the
drainage. ih" &uinug" continues to flow east along the roadway within a man-made ditch for
approximately .2 milei past the property, then flows under the road through a culvert, enters
pnjvate prop".ty with landscaped detention ponds, and the water tlen is released to Gore Creek.
This unnamed itiUutary to Gore Creek is not shown on the U.S. Geological Survey l:24,000
scale map.
IV. Rf,SIILTS:
One wetland was identified on the project site, identified with flags labeled Al to M4 and Bl to
B I 1 . This wetland includes the pond and littoral zone as well as hillslope wetlands below the
pond. All aspects ofwetlands, hydrophytic vegetation, hydric soils, and indicators ofwetland
irydrology, were evidenced at the established area. The wetland boundary was drawn along
"irung"
in toits as well as the change in dominant vegetation. The approximate area ofthe
ident-ified wetland is 4,348.86 square feet, or 0.l0 acres, measured between the established
wetland boundaries, includinglhe aquatic area ofthe pond. The area of the pond is
approximately 837.03 square-feet, oi O.OZ acres. Photographs ofthe site are included in
Appendix A and Fietd data forms are included in Appendix B.
V. CONCLUSION:
Background investigation and field inspection revealed wetlands on the property at344Beaver
Dam Road. These wetlands include an existing pond, the littoral area of the pond and the
hillslope below the pond, including several outflow channels. The wetlands were evidenced by
hydrophytic vegetatiorL hydric soils, and wetland hydrology. This is a hillslope wetland, tglding
un *"u of uppro*i-.tely 3511.83 square feet, or 0.08 acres, excluding the aquatiggrea ofthe-
pond. The area estimation was derived from the surveyed boundaries of the identified wetlands.
The proposed redevelopment at 344 Beaver Dam Road may necessitate temporary dewatering of
the poni and possibly wetlands in order for construction equipment to gain access to the back of
the iesidence.- The area of impact to the identified wetlands has not yet been identified and no
permit is being requested at this time. If you wish to have the USACE veri! the identified
wetlands, please forward this report to the following address:
U.S. Army Corps of Engineers, Sacramento District
Mr. Mark Gilfillan
400 Rood Avenue
Room 142
Grand Junction CO 81501-2563
)
344 Beaver Dam Road
VI. REFERENCES:
Reed, B.R. 1988. National List of plant Species that occur in wetlands; Colorado. U.S. Fish
and Wildlife Service. St. Petersburg, FL.
Stubbendiech J., Hatctt, S.L., Butterfield , C.H. 1997 . North American Range Plants, Fifth
Edition. The University ofNebraska Press, Lincoln" Nebraska'
U.S. Army Corps of Engineers. 1987. Wetlands Delineation Manual, Technical report
y-AZ-t. U.S. Army Corps ofEngineers Watenrays Experiment Statio4 Vicksburg, MS.
USDA" NRCS 1999. The PLANTS Database (http://plants.usda.goviplants). National Plants
Data Center, Baton Rouge,Louisiana 708744490 USA
USDA NRCS 2000. Hydric Soils ofthe United States
(http:/iwww.statiab.iastate.edu/soilsihydric/). IowaStateUniversityStatistical
Laboratory.
USDA Soil Conservation Service. 1992. Soil Survey of Aspen-Gypsum Area, Colorado, Parts
of Eagtg Garfield, and Pitkin Counties. U.S. Government Printing Office. Washington'
DC.
USDA USGS 2005. Surface Water data for USA: Monthly Streamflow Statistics
(http://waterdata.usgs, govinwisimonthly). Reston, V A 20192.
westem Regional climate center 2005. (wrvrv.wrcc.dri edu). 2215 Raggio Parkway
Reno. Nevada 89512.
6
344 Beaver Dant Road
APPENDX A
Photographs of study site
7
i44 Beaver Datn Road
Figure 2. View of pond.
Figure 3. View of pond and deck to house.
8
344 Beaver Dot Road
Figure 4. Water supply pipe under deck.
9
344 Beaver Dam Road
Figure 5. IMain outflow channel.
APPENDD( B
Data forms
10
344 Bewer Dam Road
DATA FORII
ROUT}IE WETLAiID T'ETEBiIIhIATK)N
(1087 COE Wetlandr Dollnoatlon ManraD
Prolccl/lBitc:
lnrctlgston lZ.
oav: -to/dE--*#'E+-
Do tbmulCtcmrtarraa o(bt ontho gits?
ls the Blte elgrilficantv dstrbed (Atyphal Sltutlon)?
lc tb anE i pob|tlel Probl€m Aroa?
(lf nerded. o@hh onrareGe.)
RgY*@
Oornrunlty lDz9|a.s'L' IAC
TraB€ct III
PKT ID:
Pruntof Doitrrdt S.d.rU.|ilod., FrcU,dFIC O j
Rar||fir:
Y
_ R.odd.d Dd. (Dei5c in Hsnado):
-8t rrn, t *a, orTtbcnro.
-|il
Phoberfh.
--oilll44- ib Rnoontad D.D ArfHa
wdl$d tt/*oloey lndcrbrt :
Frlrn.iy hCh6n:
-
hunfibd
-
Srntd.d In UPPer 12 hoh..
-Wfrtlrr_odrLh_ sadrlilt D.goelb
-Dnh6gs
PdgrE h W.tffit
$sdldy h.ttrG ed mo|l rcSrtr.t):
-Ortttld
RootCkud! h l$i 12hch.
_Wi..€1$adlra,o
-
lrod 8d Arv.y Ddr
-FtC*llrXTd-
Othx (Enbh ]n tufirttt)
FLld Obadvnbt|!:
O.drottlutc.Wfr:
D.ffibFrcWd.rlnPe
D.!0r b 8er.Ed Solt (ln
J
,)
"*"",appnwrw{!! { ful fuu N olsrd,;h.
92 Apcri$. B Bb* rrd EntnpL Da. Foms
Ithp (ht tbrtr(gtbi rtt.| Fh-.)r
Cordln lfipp.d Typr? yr. tS
lhrtfr ilfril.lt[dqt - df-..fiGE] *,ffirtrl* C"d_;
l-tz az
t{yd# 8of, hcfcrlon:
-
lliloel
_ tffb Eplp.do.l
-
E tLh Odo.
-&|J5rnltlr!tst|t_ FLdufie Co$rbL
-
q.ryrd or loschmm Oolorf
-
Qoncrclbnr
- Sl-9nfnt" O*bil^h Surtior t l,or h g.ndy &0.
-
qlg|nb eLrrfhg h 8.ndt 6oL_trbdort od tfft€ob Lb_tlbdm}ltbldt{d&&t |lr
-
O$.( (E ft*r In F.il|dr.)
Frnnr*r: "bp/ nWC r n O 4anul,rqlfraeeJ/at
f|dodttrto vlcttprrrenwfiru HldrcfrgyPrr.fdt
ttdrb 8ol Pr..rt?F*S'*'bfrlsmpfi|epohrWtHnrWdrd? t*(b
AFpendkB Bbnkand Enmpb Dda FoJmc
B3
DATAK'RIi
ROUTSIE WETI.AIID DETERilIIu|TION
(19t17 COE Wcthrda Dotinestlon Manral)
Dof$snsl Clrcurrtarc€s cdet m he elte?
Fl[ *l-"!S"lty dtsh.ybed letyprcat Cnratonyrl. thr are6 a pobrriil ptebmrh;i
Coffiuntty D. An(
Trar$ct lD
Plot lD:
Htrll*Illrt ep.cb. thei rrr oq. Frcw o' Frc*6o
-
Racqtd Ddr{Dr|cdls h Remrlla):
-
At|f|t, [rfr. ornt Oas9r
-.t,hlf|||ohenpm
Fhld Obr.n,lhlrrl
o|ethof 8l}be wdil:
D.f[rb Fn Wdrtn nf
Drrfib Srtrrted go*
Wdhnd tltdo0y hdhab|rr
Pdmary lrdtcebn:
=rhxddJl tlr&rd.d In Uppff ta hc$.r_wrhr lf,rtr_DnLh-
-E
d|nftt O|no.it!
-
Drdn gr Pstmi h Woll r
S$ondry m.bG (2 a mo|r req*r[:_ @d Bat Gtrnrrs h Lhr tA hoha
-
Wtlc.gth.d feat6
rr- tcd Aol Eury [)st
d!_F/Et\hrdTerr_. Otlrr (E gbln h Rsnr,ntc)
lppcndh B Bbnf a|d EIIfipb Ott FOmr
Lo$lltn(grL. r{ Ftr..}:Onhler Ghl:
5:#-.gililSlf'"? \{@
r@- fidre3+
T_prrsT
tfrlo 60l hdc.Ld.:
-
lbolol
-
lhb Sh.don
-e
& Odot
--1tr6 H!,r R.g$l|
{8ffi$1tffiffi'"**
-c€{lorrtb|lo- #rt onr|r:yto conrril h sudboe LlEr h 8"dy 8or'
-Ot!fi
gild(he h srlqY5or
Lfd an Locl ttdft Eor ugI t.|tro on utaui tidt{B 3otr Ln
-
Oh.r (E0l|'r h t|tflrrl)
Pr{*t)
I thl3 g:.nplro Potlt Wlfih e W.t&d? @ *
Hy|lrcfhylc t/.edlb|t Filcdtt?
Wfrrdhdrr'boyPi.rtt'l1
ftyorb Eonr nrm?
l{o (ClDlr}
tb
l{o
Appr.dk I Bhr|( snd E{ttlph O|tt Fo{nr Blt
DATAFORtl
ROUTT{E WETIIiID OFf ERII II{AT K) N
(1987 COE Wstbrds Dclhealhn Montnl)
Prolecl/site:
D'o ibrmal Orclr'Etsttos ddt on the slte?
ls tfF dto slgr{frcartty dlsturb€d (Atyplcal Sltutlon)?
le tl? $oe a potortld Prdlsm Ares?
(lf r€6rl6d. @hjnon re\tgse.)
€s Corflrrt*ty tD:t4//atl
Tremtat lD3
Plot lD:
-_-7
Prtonr of Do.l*lrrr sF.d.r rh.t r. o8t- FrOtU c Fs /Od /,Lnh/.flmFAG!.
'--'", 1l ,/rria/,A
-
R.o.rg D.t (D..ort h R.rt|d6)l
-8trm,
tft,orTlOgugr
-.saPhobgtSt. ,,
-
Ootcf
/L ib B.6ord.d Drb AnfU.
WcLnd Htdrulqy hdotb.t:
PrlY||'yldlorbn:
_rnnaffi
-zlgEhrfi h t hps| 1e hd!..
:wilrlxLr
-oillI|..--Se4n'|tO6podE
.d, fircPdsr8hwdlurb
s€clfdry ldorhrt (2 d mo|E |lqub.d):
-O.EEd
Ret Chfrr* h tbpn tl holfr
-
Wdt gishod bfi,tt
-..- Lcd 8ol *rr6y Ddt
5. F^C+,,lrulnlT*t'* Oh.t (Erplrh ln R€fiNttr)
Fh6Ob|gvdo(t|:
OSth dSntuf W.F:
Drdl b Fraa lYdr la Plt
Dr9th b 8ftn trd gdl
Ttt.l
-al"l -(n)
^"'.o, Dty ftnq* 0 ulbt dlar,Ul l4o,t (^4
82 agpen$t I EU..nd E[mpL Dib Fo.ro.
UrD th|l5tc(girl t ld Fh...lr
Dierrl06 C,frd:
-----ffil$ff'p.'nO
tldrla 60fl hdarr:
-ffi?e'*
-
ttuIdb Odo(
4ffim*""
: ffiTHi,cr** h $,ftn lryer h stftryso||
- olgattlc-s?r.Irtg h Eitldy Eor|
Lfard qr Lrorl t[fiftt lfl Lfl .
- Lhtia on l|ttJond t{rdna So'L tlr-- Oth.t (Gx?l|h In tutild{!)
Grch)
5 thf. scrplhg Ftotn wllhh. wd*rd? @ torydfrs1luctffeffiottPtlr.nn 4 No tCrtobt
w.tm.l Hyrrcbgy Preenfi @ noiifrs;*ffint E No
"h%.::,
ae" o/ /""Oan! en€ ted uatt/ at func al ttrs6'
AF.rrdb. B Bhtil( and EanpL Oah F{rn8
B3
APPENDX C
Wetland delineation map for 344 Beaver Dam Road
l7
344 Beaver Dan Road
tAtID TITTE GUARATTTEE COMPA]IY
EIIDORSEMEIIT TITA 9Case v50002566
Poficy eIE;r5O002566
Loan # 0035756377
The Company jnsures tlte onner of the indebtedness secured by the insured
nottgage against loss ot danage sustained by reason of:
1. Any incorrectress in the assu-rances that, at Date of Policy:
(a) There are no covenants, conditiong or resttictions under which
the Tien of the mortqage referred to in ScheduTe A can be divested,
subordinated or extinquished, or its validity, priority ot
enfoteeabi 7 ity inpa ired.
(b) Unl.ess expressly excepted in Schedule B:
(1) There are no present violations on the Land of any enforceable
covenants. conditions or resttictions, nor do any existing inprove-
nents on the Land vioTate any buiTding setback Tines shown on a
pz-at of subdivision recorded or fil-ed in the eubTic records,
(2) Any instrument referred to jn Schedu l-e B as containing
covenants, conditions or restrictions on the Tand does nott in
addition, (i) estabLish an easement on the Tand; (ii) provide a
Tien for J-iquidated damages; (iii) provide for a ptivate charge
or assessnent; (iv) provide for an option to purchase, a right
of first refusal or the prior approvaT of a future putchaser or
occuDant.
(3) ?here is no encroachnent of existinq improvements located
on the Tand onto adj oining Land, nor any encroach&ent onto the
Tand of exiating inprovements J"ocated on adjoining 7and.
(4) ?here is no encroachment of existing imp r ovement s J.ocated
on the Tand onto the portion of the land subject to any easernent
excepted in ScheduJe B.
(5) Thete are no notices of vioiation of covenants, conditions
and restrictions reTating to environmental protection recotded
or fiTed in the Dublic records,
Page 7 of 2
Rqresemhg Chicago lith lnsurance Corpany
PoTicy C|EE J5O002566
2. Any future
ar restrictions
ar interest in
IA]IID TITTE GUARATITEE COMPAilY
E!{DORSEI{ENE AI.TA 9
violation on the fand of any existing covenants,
...t1rrin.r r.tri.,r f /.\ rhc ac,:.tli sif ion of f if 7e tO
the land by the insured, provided the vioiation
conditions
the estate
resuTts in:
the I ien(a) InvaTidity, loss of priority, or unenforceabiTity of
of the insured mortgagei ot
(b) Loss of titLe to the estate or jnterest in the land if the
insured sha77 acqui?e titie in satisfaction of the indebtedness
secured by the insured nortgage,
3. Damage to existinq inprovements incLudinq lawns, shrubbery or treesj
(a) which are Located on or enctoach upan that portion of the Tand
subject to any easement excepted in Schedu-le B, which danage resu.Zts
from the exercjse of the right to naintain the easement for the
purpose for which it was granted or reserved;
(b) resultinq fron the future exercise of any right to use Che
surface of the land for the extractian or devefopnent of ninerals
excepted fEon the description of the Land ar excepted in Schedule
E
4. Any finaL couEt order or judgment requiring the renovaf fron any
land adjoining the Land of any encroachnent excepted in Schedule B.
5. Any finaL court order or j udgment
any existing improvements on the fand
covenants, conditions ot restrictions
on a plat of subdivision recorded or
rlanttinn fha ri.rhf fn mainXain
because of any violation of
or buiTding setback lines shown
fifed in the pubTic records.
Wherever in thjs endorsenent the words ,,covenants, conditions or restric-
tionsu appear, they shal7 not be deened to refer to or incLude the termsl
covenants, conditions or finitations contained in an instrunent creating a
Lease.
As used in paraqraphs J,(b) (1) and 5, the words "covenants, canditions or
restrictions" shal,7 not be deened to refer to or incTude any covenants,
conditians or restrictions reLating to envirannental protection.
This endorsernent js made a part of the poficy and is subject to a77 of
the terrns and provisions thereof and any prior endorseJnents theteto. Except
to the extent expressly stated, it nejther nodifies any of the terms and
provisions of the policy and any prior endorseflents,, nor does it extend the
effective date of the policy and any prior endorsenents, nor does it increase
the face amount thereof.
Page 2 of 2
Represeming Clicago TrUe Insurame Company
I.AIID TIITE GUARA]ITEE GOMPATIY
EITDORSEMEIIT ATTA 5Case v5OO02566 PIJANNED Itt{IT DE\/EIOPMEIIT
PoLicy qIE;r500O2566
Loan # 0035756377
The Conpany hereby insures against loss or damage by Eeason of:
(1) Present violations of any restrictive covenants specificaTTy referred to in
Schedule B-I which restrict the use of the land. Said restrictive covenanta
do not contaln any provisions whieh wiTL cause a forfeiture ot reversion of
titIe.
(2) The prioEity of any Tien for charges and assessments provided for in any
document specificaTTy referred to in Schedu Le B-I over the Lien of any insured
nortqage identified jn Schedu-le A.
(3) Any obligation to remove any improvemencs on the Land because of (a) any
present encroachment by such improvenents upon adj oining land or upan any
easement speeificaTly referted to in Schedufe B-I or, (b) any present
encroachnent onto the Tand by improvenents on adj oininq land.
(4) The failure of titfe by reason of a right of first refusal to purchase the
J.and which rvas exercised or could have been exercjsed to date of poTicy.
Thia endorsement is nade a part of the poTicy and js subj ect to a77 the terns and
provisions theteof and of any prior endorsernents thereto. Except to the extent
expreseLy stated, jt neither nodifies any of tfte terms and provisions of the
poficy and ptior endorsernents, if any, nor does it extend the effective date of
the poTicy and priot endorsements ot inctease the face amount theteof.
RepreseNng Chicago TlUe Insrarce Company
IAITD TITTE GUARATTTEE COMPATUY
Case v50002566
PoTicy CIlt,;150OO2566
Loan # 0035756377
The insurance afforded by this endorsenent is onTy effecxive if the Tand is
used or is to be used prinariTy for residentiaT purposes.
The Conpany insures the jnsured against Toss or danage sustained by reason
ot Lack of priority of the Tien of the insured mortgage over:
(a) any environnentaL protection lien which, at Date of Poficy, is recorded
in those tecords established under state statutes at Date of PoTicy for
the purpose of inparting constructive notice of matters reTatinq to
real propetty to purchasers for value and without knowledge, or filed
in the records of the clerk of the United States district court for
the district in which the J-and is Tocated, except as set forth in
Sciedul,e B-7: or
(b) any environnentaT protection Tien provided fot by any state statute in
effect at Da.te of Policy, except environmentaL protection Tiens
provided for by the foTTowing state statutes.. None
This endorsement is made a part of the poTicy and js subject to aLl of the
terns and ptovisions thereof and of any priot endorsernents thereto. Except to
the extent expEesely stated, it neither nodifies any of the terms and provisions
of the poTicy and any priot endorsements, not does it extend the effective date
of the poiicy and any prior endorse.rnents, nor does it increase the face amount
thereof.
EIIDORSEIdENT AI.TA 8. 1
ENT'IRONMENTAIJ LIEN PROTECTION
Rqtesertirg Clicago litle Insurance Conpany
1AIID TITIE GUARAIITEE COMPA]IY
nIDORSTDGI|E 103.1
Case U5OO02566
PoTicy ern 50002566
Loan * 0035756377
The Conpany hereby lnsures against Toss or danage which the Insuted
sha77 sustain
as a result of any exercise of the right of use or naintenance of
the easeaent refetred to in paraqraph(s)
7
of ScheduJe B or throuoh said land,
The total TiabilTty of t}le conpany under said policy and any endor.eenents
therein shall not exceedt in the aqgregate, the face anount of said poLictil
and costs which the Conpany is obligated under the Conditions and Stipulations
theteof to pay.
This endorsement I.e made a patt of sald policy and is subJect to the
Schedules, Condttions and Stipulations therein, except as nodified by the
provisions hereof.
mpueeltirrg Cltlcago Tith lmramo Company
Form
72107-1510319
0ur0rdeNo. V5m02566 . SchedulcA
PropctrtyAddrc$: LOT 10, BLOCK 2, VAIL VILLAGE, FU.ING NO. 3
Amount $1,000,000.00
1. Poflcy Date: October 24, 2003 at 5:00 P.M.
2. Name of Incund:
WELLS FARGO HOME MORTGAGE, INC., ITS SUCCESSORS OR ASSIGNS AS THEIR
INTERESTS MAYAPPEAR
3. The ertatc or htcrclr h thc hrd dcccrlbcd or rrfcrfld to h thls Scledulc and nfrlc.h ls cwcred by thlr polcy le:
A Fee Slnple
4. Tltle to thc 6tato or lnterest covcrcd by thls pollcy at thc datc heneof ls vested lnl
JOIIN W. DAYTON AND ARLEMJ. DAYTON
5. The mortgagc, hctdn rtfcmed to ar thc lnrured mor{gagc, and thc asdgnmcotr thercof, lf any are
deccrlbed ar follorvs:
DEED OF TRUST DATED OCTOBER 22, 2003, FROM JOHN W. DAYTON AND ARLEM J.
DAYTON TO TIIE PT,BLIC TRUSTEE OF EAGLE COUNTY FORTHE USE OFWELLS FARGO
HOIIdE MORTGAGE, INC. TO SECI'RE THE ST'M OF $I,OOO,OOO.OO RECORDED OCTOBER
U,?0n,3, TJNDER RFCEPTION NO. 851923.
0. Thc hnd rdcrcd to h thls polcy lc descrlbcd as follmn:
LOT I(l, BLOCK 2, VAIL VILLAGE-TNIRD FILING, ACCORDING TO TTIE RECORDED PLAT
THEREOF, COI'NTY OF EAGLE, STATE OF COLOMDO.
Thls Pollcy Valld only lf Scledulc B ls attac.hed.
Land Tltle Guarantce Cmpany
Reprcccndng Chlcago Tltlc Insurance Company
Fom
72107-1510319
Our Ordc No. V5m02560
Schedulc B - I
Th'ts polcy do€s not,nsure agalnst loss or demege (and the Company wtll not pay costs, attorne)4s' fees or erlenses)
whtdr arlse by reason of:
General E:rcepdom:
l. Rtgbts or chllnc of pardes ln possesslon not shoum by the publlc records.
2. Easemenb, or clalms of easemenh, not shoum by the publlc records.
3. Dlscrepanctes, confllcts !n boundary llnec, shortage ln area, encroachmenb, and any facts whlch a correct survey and
lnspecdon of the pnemlses would dlscloae and whlch are not shown by the publtc records.
4, Any lten, or rtglt to a llen, for sendes, labor, or naterlal heretofore or hereaffer frrdshd, tnposcd by law and
not shown by the publlc records.
5. 2OO3 TA)(ES AND ASSESSMENTS NOT YET DI.'E OR PAYABLE.
6. RIGIIT OF PROPRIETOR OF A VEIN OR LODE TO E)(TRACT AND REMOVE TtrS ORE
THEREFROM SHOIJLD TTTE SAME BE FOI'ND TO PEM1RATE ORINTERSECTTTIE PREMTSES
AS RESERVED IN TJMTED STATES PATENT RECORDED SEPTEMBER 04, 1923, IN BOOK
33 AT PAGE 9E.
7. RIGIIT OF WAY FOR DITCHES OR CANAI.S CONSTRUCTED BY TTIE AI.ITHORITY OF THE
T'NIIED STATES AS RESERVED IN TJNIIED STATES PATENT RECORDED SEPTEMBER 04,
1923, IN BOOK 9:I AT PAGE 98.
8. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE,
BUT OMITTING AI{Y COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION,
SH(, HANDrcAP, FAMILTAL STATUS OR NATIONAL ORIGIN TJNLESS AND ONLY TO TIIE
EXTENT TIIAT SAID COVENANT (A) IS HGMPT TJNDER CHAPIER 42, SECITON 3607 OF
TIIE T'MTED STAIES CODE OR (B) RELATESTOHANDICAP BUTDOES NOT
DISCRIMINATE AGAINST HANDICAP PERSONS, AS CONTAINED IN INSTRTJIVENT RECORDED
MARCH 25, 1963, IN BOOK 174 AT PAGE 575.
9. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONSANDNOTESON
fiIE RECORDED PI.AT OF VAIL VILLAGE-THIRD FILING.
I(l. IIIE EFFECT OF POND ONTO UTILITY EASEMENT AS SHOWN ON IMPROVEMENT LOCATION
CERTIFICATE PREPARED BY EAGLE VALLEY STJRVEYING, INC., DATED 9/26/99, JOB
NO.2620.
Form
72107-1510319
Our Order No. V50002566
Schcdule B - I
1I. THE BFFECT OF WOOD TIE PLANTER / RETAINING WALL NOT WITHIN ST'BJECT PROPERTY
AS SHOWN ON IMPRO\AMENT LOCATION CERTIFICATE PREPARED BY EAGLE VALLEY
sr.lRvEYING, INC., DATED 9/26/99, JOB NO. 2620.
ITEM NOS. 1 TIIROUGH 4 OF TTIE STANDARD EXCEPTIONS ARE HEREBY DELETED.
LTG Pollcy No. CTE150002506
72107-l5rml9
OurNcrNo. V5m02566
Scledule B - tr
In addldon to the mauers set forfh h Part I of thls Schedule, the dtle to the estate or tnterest ln the land
descrlbed or referred to ln Schedule A ls subJect to the followlng matters, lf any be shown, but he Company lnsures
that the llen or chage of the lnsured mortgage upon sald estate or lnterest is prlor to sud matters.
NONE
LTG Po[cy No. CTAI50002566
Fom
72t06-46tr97
Our Order No. V50002566 Schedule A Amount $3,600,000.00
Property Address: LOT 10, BLOCK 2, VAIL VILLAGE, FILING NO. 3
1. Pollcy Date: Ociober 24, 2ffi3 at S:ffi P.M.
2. Namc of lnsursd:
JOHN W. DAYTON AND ARLENE J. DAYTON
3. Thc eftate or lntcnst ln the land descrtbed or rcfenrd to ln thts Scledulc aad wtlch ls covered by thls pollcy ls:
A Fee Slrnple
4. Tltle to the estate or lnterest covcrcd by thls poltcy at the date hereof ls vestcd h:
JOHN W. DAYTON AND ARLENE J. DAYTON
5. Tte land rcfcrrcd to ln rhk pollcy h dcscrlbed as follorrs:
LOT IO, BLOCK 2, VAIL VILLAGE.THIRD FILING, ACCORDING TO TIIE RECORDED PLAT
TTIEREOF, COI.JNTY OF EAGLE, STATE OF COLORADO.
Thls Pollcy valld only lfSchedule B ls attached.
Iand Tltle Guaratrtce Compaly
Repreccndng Chtcago Tltle Insurance Company
LTG PollcyNo. CTAI50002566
Form
72106-464197
Our Order No. V50002566
Schedule B
Thts pollcy does not ltrsurc agalnst loss or damage (and the Company wlll not pay cosb, attornep' fecs or e:penses)
whtdr arlse by reason oft
General Excepdons:
l. Rlgbb or claims of pardes ln possesslon not shovm by the publlc records.
2, Easemenh, or claims of easemenb, not shown by the publlc records.
3. Illscrepandes, confltc8 h boundary [rcs, shortage ln arca, enooachmmb, and any facb whlch a correcl survey md
trspecdon of the premlses would dlscloae and whlch are not shown by the publlc records,
4. Any llen, or rlght to a llen, for sen lces, labor, or materlal heretofore or hereafter frrnlshd, lnposed by law and
not $own by 6e publlc records.
5. 2OO3 TA)(ES AND ASSESSMENTS NOT YET DT'E OR PAYABLE.
O. RIGIIT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE TIIS ORE
THEREFROM SHOI,JLD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMSES
AS RESERVED IN TJMTED STATES PATENT RECORDED SEPTEMBER 04, 1923, IN BOOK
93 AT PAGE 98.
7, RIGIIT OF WAY FOR DITCIIES OR CANAIS CONSTRUCTED BY TIIE AUTHORITY OF TTTE
I,NITED STATES AS RESERVED IN I,'MTED STATES PATENT RECORDED SEPTEMBER 04,
1923, IN BOOK 93 AT PAGE 98.
8. RESTRICTM COTYENAI.IISWHICH DO NOT CONTAIN A FORFETfl.JRE OR REVERTER CLAUSE,
BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION,
SEx, HANDICAP, FAI\,IILIAL STATUS OR NATIONAL ORIGIN UNLESS AiID ONLY TO THE
EXTENT THAT SAID COVENANT (A) IS D(EMPT T.'NDER CHAPTER 42, SECTION 3607 OF
TTTE T'MTED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT
DISCRIMINATE AGAINST HANDICAP PERSONS, AS CONTAINED IN INSTRTJI\'ENT RECORDED
MARCH 25, 1963, IN BOOK 174 AT PAGE 575.
9. EASEMENTS, CONDMIoNS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOIES ON
TTIE RECORDED PLAT OF VAIL VILLAGE-THIRD FILING.
10. THE EFFECT OF POND ONTO UTILITY EASEMENT AS SHOWN ON IMPROIY'EMEM LOCATION
CERTIFICATE PREPARED BY EAGLE VALLEY SURVEYING, INC., DATED 9/26/99, JOB
NO. 2620.
LTG Pollcy No. CTAI5002566
7210St64197
OurOrdcrNo. V50002566
Sc.hcdule B
11. THE EFFECT OF WOOD TIE PLANTER / RETAINING WALL NCTT WITHIN ST,IBJECT PROPERIY
AS SHOWN ON IMPROVEMEM LOCATION CERTIFICATE PREPARED BY EAGLE VALLEY
suRvEYrNG, rNC., DATED St26tW, JOB NO. 2620.
12, DEED OF TRUST DATED OCTOBER 22, 2003, FROM JOHN W. DAYTON AND ARLEM J.
DAYTON TO THE PTJBLIC TRUSTEE OF EAGLE COUNTY FOR TTTE USE OF WELIS FARGO
HOI\IE MORTGAGE, INC. TO SECI.JRE fiIE STJM OF $I,OOO,OOO.OO RECORDED OCTOBER
21,20p,3, UNDER RECEmON NO. 85{923.
ITEMS T TIIROUGH 3 OF STANDARD EXCEPTIONS UNDER SCHEDT'|LE B-I ARE IIEREBY
DELETED.
ITEM NO. I OF THE GENERAL H(CEPIIONS IS DELETED EXCEPT AS TO ANY LIENS
REST'LTING FROM WORK OR MATERIAL CONTRACTED FOR OR FTJRMSTIED AT TIIE REQT'EST
OF JOHN W. DAYTON AI.ID ARLEM J. DAYTON.
D epartment of Community Development
75 South Frontege Road
Vail, Calorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov.com
June 21 , 2006
K.H. Webb Architects
Attn:Millie
953 South Frontage Road, Suite 216
Vail, CO 81657
RE: Dayton - 344 Beaver Dam Road/Lot 10, Block 2, Vail Village Filing 3
Dear Millie,
The Town of Vail Statf has reviewed the design review application for the proposed Dayton Residence
renovation located at 344 Beaver Dam Road. The following is a summary of the comments from lhat
review:
1. The site plan must be revised as follows:. All existing and proposed grades underneath the roof lines must be shown for
calculating building heights.. Locations of all utility sources and service lines must be shown.. All required snow storage areas must be located within the property boundaries.o The driveway must be labeled as heated or unheated. lf heated, portions within the
Beaver Dam Road Right-ol-Way shall be on a separate zone.. Construction activilies shall not occur on adiacent properties without property owner
consent. The limits of disturbance fence adjacent to Lot I must be relocated within
the propeny boundaries, unless written property owner approval is submitted.. An erosion control plan must be submitted.
2. The landscape plan must be revised as follows:r Existing trees at the driveway enlrance must be trimmed to 7 feet above grade to
meel the minimum site distance requirements.
3. Public Works Department approval of a Revocable Right-of-Way Permit is required for all
existing and proposed improvements in the Forest Road right-of-way.
Please submit revised plans addressing the above listed items to the Town of Vail Department ol
Community Development. lf you have any questions or comments, please leel free to contact me at
(970) 479-2173.
Sincerely,
2l, zl.a--
BillGibson, AICP
Town Planner
Town of Vail
{pLr"ru"or,""
zoNE CHECK
,tua.c: a /t/D/-
frT:$Ai?I * r*rzai".k---z_Jli"; (a r t,.tta- ztr Fl,,
Onncr_[21r1fo1-_-
Architcct
Zonc district
Lot sizc
Brrildablc arca
E^-istiOg hoposcd
Phonc
Phonc
Proposcd usc
ToratCRFA * i '
Allorvcd
= 1,f ?f
Prinrary CRFA + t+isl 67s+)- NIA
Sccondary CRFA + (+Zp) ter:*1=_jrn_
r + 6?5 = 425 crcdit plus 250 addition
Docs this rcquest involvc a 250 _{ddition? u/n
Horv much.of rbe allorvcd 250 {ddition is usc,l vith this rcqucst?
Sitc Covcragc
Hcight
Sctbacks
:
.,;
n
.t
,I
I
'i
.l
tvtu mum
;
L
.lll L
(30x33)
Fron t
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20'
..15'
l5'
L3e
-.rr.--
",7q6
ltlalJ 'U;
: Rcquircd
4) Watcr Course Scrback O0) (50) ,//
5) Geologic Hazards _ r
a) Snorv Avalanchc
b) Rocldall
Prctious condirions of appror.al ($cck propcrty filc);
ls thc propcrty niln-conforming?
Goo)@to, (eoo) (r2oo)
Pcrmittcd Slopc
Ycs. J
Y*--(--
2) Floodplain
3) Wcrlands
\
t
d
La
Total
= S.tt{
Rcrnaiqiqg
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1
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tz o/o Proposcd Slopc- rr'6 o/t^
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No
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VwV;ttt'1'3"/-
Bestgn Review Board /"t b' df'F
ACTIOI{ FORII{
Department of C.ommunity Development
75 $outh Frontage ftoad, Vail. colorado s1657
tel: 970.479.2139 fax:970"479.?{52
web: rrww.vailgav.com
Project tlame: DAYTON RESIDENCE
Prolect Descrlptlon:
@NCEPTUAL REMODEUADDMON
Particlpants:
OWNER
DRB Numben DR8060129
DAYTON, JOHN W. & ARLENE l. 05/01/2006
2703 ROUTH STNE
DALI.AS
TX 7s201
APPUCAI,fT K.H. WEBB ARCHffiCTS PC 05|OU2OO6 Phonei 970-477-2990
953 S, FRONTAGE ROAD, STE 216
VAIL
co 816s7
License: @00001627
ARCHffiCT K.H. WEBB ARCHffiCTS PC 05/0U2006 Phonez 970-477-2990
953 S. FRONTAGE ROAD, STE 216
VAIL
co 81657
License: @00001627
3.I4 BEAVER DAM RD VAILProledAddress:
3,{.f BEAVER DAM RD
Legal Descrlptlonr
Parcel ilumber:
Comments:
locadon:
Lot 10 Bloclc 2 Subdlvlslon: VAIL VILLAGE FILING 3
2101-071-1301-2
BOARD/SIAFF ACTTOI{
A"daIFl
Condidons:
Cond: 200
A conepfual review is NOT a Design Retriew Board approval.
Planner: Bill Gibson
*m Conceptual Rendew
Application ftr Dec'ign Rwlew
DepalEn€{lt of Csdnunlty DevEhpmert
Zl souttr nontrSe RErd, Vail, CoHado 816F?
rd: 970.{zt.z1il8 bi: 9r0.4i9.:e'{s2
wEbr ui,w'vrtEolr.6m
Geiard Infstnillottl
lrf -.ii6+;rrrne-dnsign r€y|fr m$t |ccelve rpFrod F{or b $|lmiltns E buldhs P€nlt aPpIFUP. I;t'risi 6-'Jt. sriiraru6r rcq-ulnmeiid fr.-UtJgatenil ctrs\tat ut* s'les*d' { aryttca-t1 lor DtcAtt RaL€t"
Ei,uot-dil-*iifra ulu'iju rdiiiriJ'rniidta".E ffin- rr tp cdmrnuntty ue,reopmdrt D€e?rytrent Ih€
p6ffi ntdy;6[;Fd ; be ;#*d-di; t'ft'g* counA alrd/or fie Planning aM Em'lrgnmettal Cqmll$n'
6ffi;,fi-+--f fip[inr5|i"'uinrrppgmf f lsrrcC arl onrtngor omn1gsltlln
otr Isrr of tle aPFilnL
Denlptlenof thcRcquart Rrnt*',cr, / Ar'Dtt,".l ft F'EIF FlJnrUY
lmiltonoftlrcPropocetr UtJA-Bror*: 2 Subdl(don:
PhwtrrlAddrergl 4l{ F-l.r^ b+nt Rn
flercC tlo.:
Zonlngr
ibm(s) of Onmertl);
HtllhgAddlw!
O*rts{;)
ilrmt 0f AFplicilrt!
t50 EcEit.oo pcfgquarcftcil dfbtal dgnu€a.
t{o Re
f650 For cDn*ucflon of a rrerv b$rdhl or deino/nhlH.
ifOo For an addltlorr where s{uire I'ootaF ls addld to ary etsa|thl or' ommerlrl Mlldlng flndud€s 2t0 addlEom & htsdor converdonr)'
$250 For il{nor drangeg-to bulHhgs End Efta llnHtr,Hnenb, srdl e+
Iertdng, paliurtg, wlncioit ddHons, landsEdng, frlslt and
r$lnllEwdl+en
$10 For mtnor dlarlgee !o bulldlngo td.s|h hlprsvemE*s, sucn al,' reroo*1n$ patirUng, wlnOqur add0ons, landscaFlng, ftnE3$ ild
rrtaihltlg urallq etr
+?0 For revt*ns
-u
ptans draafy apFovEd by PlEnnhE std ar $e
De*n Fevlal Boanl,
No F€E
Tfne of noslerr ctrd Faer
tr SIEh6
.J{ On *PtCIne,rluu
tr l,tG'{ bnstrudonE Addltbn
tr Mlnor Atcradon
(nulil.fanlV/cnnmedal)
g ilhorAlEradon
(dngl+family/drplo$
tr OFng€EsAPPtltEd Plaffi
O sl|p3n6on REqnert
o
1)
6)
oo
o
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(contsd Eegle co. Asseeor at 970€2S{640 ftr paml rn)
nur*@**.,j
Rrtnrrt D 9'--.-------frecrilo.:
lza 35vd Noltuvc zt_IU IESALAZZtZI /e:6T gAaZ/LZlnA
-
:
lpril2E,ru6
Toryn of lail
c/o Bill 6ibnr Planner
75 huth tmnagc Rord
lail, tolondo 8165?
k: 3{{ loanr Drm
Lot 10, Dlock 2
Yail Thid liling
Denr llii -
Ithched ir ar rppliotion for onaptud dclign nview. Thh ir a nmodcl and addition to a dngle funily hour. I tnc iduded fic
cxfuting uncy and the pmpoled dtc / landrcape plan, drc cxi*ing froor planl and popord plam We haw r coneptud modcl drat
wr will drop ofl ft day bdore thc Dll mcting Plmn let me know if we will bc on for drr llry lr or ilry ll0.
Phase otr il yu hrn rny quutionl
Thank you,
Ufu,;a,
llillir tldridr, llA lsor.
lch. *ebb rrchhcct pc
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SPECIFICATIONS AND GENERAL NOTES
FOR FOI'NDATTON WORK
FOR THE
WILLIAI',ISON RESIDENCE
LOI 10, BTOCK 2, THIRD FILING
BEAVER DAM ROADvArl, coLoRADo
JAMES R MORTER ARCHITECT
box 795 vall colorado 8't657 (3Og) 476 5105
JAMES R MORTER ARCHITECT
CONCRETET. I:--fhe Concrete work sha1l conform to ACI 3lB-?I and the project
specifications for design, fabrication and construc'bion.
2, Concrete shall have a ninimurn compressive strength in 28 days
as followsr
Footings, walls and slabs on Grade- J0O0 P.S.f, Cernent T3pe I
3, AII- reinforeement bars shall be deformed billet steel A-615)
Grade 40.
&, Detal-l aII relnforcement ln aceordance with ACI detaiS-ing manual,latest edltion. Reinforcement shall be supported with metal-chairs or hung from forms, Concrete, bricks, blocksr etc. shallnot be used.
5. Control and/or constructlon joints in slabs on grade shLl belocated as directed by Architect and shall be spaced at inter-vals encloslng no more than 400 square feet with maximum of
20 in any one dLrection.
6, Continuous bars Ln waL1s1 slabs and footings shal-l be lapped)6 bar Dia, at splices.
7, At all corners and wall intersections provide corner bars having
. lap of J6 bar dia, with adjacent wal-l bars.
8. Place 2 - #5 bars (one ea. face) with 2o-0" projectlon arormd
al-I- sldes of all openings.
9, P1ace reinforcement so that minimum concrete protection noted
below is providedr
Concrete surfaces poured against ground.....l" clear
Formed surfaces exposed to ground or weather
Bats #6 and largef ......... ,......2t' clear
Bars #5 and smaller........o....r,.....1.5t'
Slabs on grade . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . wwf at cgntgr
10. Walls bel-ow grade are designed to be supported by the upper
and lower floors. Backfilling shall not be allowed until sup-porting diaphrams are ln ptace or adequate shoring is provided,
11. Stern wal-Ls below grade shall have backfill placed equally on bothsides rrntil the r-quired level-s are reached.
t2, Wel-ded wire fabric shaLl be tapped a minimum of one fuLl meshplus 2".
page 2 JAMES R MORTER ARCHITECT
STRUCTURAL STEELI
1. Structural steel shall conform to the A,I.S.C. Specifications,latest edltion and the project specifications for deslgnl fab-rication and erection. All structural- steel shall conform to
416r unl-ess otherwise noted. Pipe colurnns shall conform to
ASTM A-53 steel.
2,Shop connections shaLl- beposed. Field connections
conforming to AlOf unl-ess
wel-ded and ground sno.oth where ex-shall be maEie wiiu]n 3/\." dlhmeter bolts
otherwise noted.
connections not tletailed shalL be as shown ln AISCof Steel- Construction" , Table L, A-3O? bol-ts 3/4" d,ia-
welds of equal strength or shall be designed to ade-camy the beam reactions indicated on the drawlngs.
3, AlL bean
'Manualmeter orquately
4. All beams be.aring on eoncrete5" wlth 2-5/8" diameter X B,'wLth 2-5/8"ter X Bu + 2" AB (Anchor Bolts) unless
masonry shall bear a minimum of
noted otherwise.
Punch steel members for wood nailers whereat 4t-0" o.c. Stagger each side of web).
6, Provide 1 (one) shop coat of zl-nc chronatestructural steel unless noted.
5,required (!" diameter
primer for all
?, Shop drawings shal-L be submit-bed in sepia aIong wlth 1 (one)print.
B. Steel- linte1 angles shall be provided at a3-I openings, nototherwise detaiLed or noted. Furni-sh t'aro angles (baek to back)of such size and seetion as to accommodate loads and waII thlck-ness at al-I niscellaneous openings not o'bherwise detalled ornoted.
9, Column base plates shall be anchored wlth minimum ot 2- 3/4"dlameter X 1'-0' + 4" anehor bolts unless otherwise noted ordetailed.
10. Refer to Architectural and Mechanical drawings for additionalmiscellaneous steel requirements.
page 3
ttlASONRYr
JAMES R MORTER ARCHITECT
in accordance with
1lJO psi.
with ASTM
1. Designl fabrication and construction sha1l be
the Uniform Buil-ding Codesr 19?0 edition.
2. ALL hollow uni-ts (concrete) shall have a ninimurn fm=
3, Type S nortar mlx (1800 psi) shall be in accordance
proportions as followsr
Parts by Volune S.tandard Mix
of Portl-and Cement,...r,.., $...... ...1t L
Parts by Volume
of*Masonry Cement.,...,.,.1 (Type 11)......t.. 0
Parts by Volume
of-Hydrated Irime .....o... 0 .,....'.. * to
Aggregatel measured ina aarirpr Loose condi'tion,..Not less than 2-{ and not more
than three times the sun of the
vol-umes of the cements and llne
used.
Mix proportions shaLl- be tested strictly and strLctJ-y enforced.
4. Unless otherwise noted in hollorv unit masonry there shaLl befuII mortar coverage on the face shells and on the webs sur-
rounding cells to be filIed with grout. Vertical- head joints
shaLl be buttered weLl for a thickness equal to the faee shellof the unit.
5, Hori.zontat wire reinforcement shall be placed continuous in
bed Joints at 16" vertical Spacing. Norninal- width of joint
reinforcement shall- be nomlnal width of bLock unit as detailed.
6, Additional horizontal wire reinforeement shall be placed in.first bed joint above and below openings and shaIl extend 24"
beyond edges of openings.
?, Horizontal joint rej.nforcement shalI be bent at corners in ac-
cordance with manufacturerr s recommendation.
B. llhere concrete block wall's l-ntersect foundatlon or stem wallst
provide horizontal reinforcing corner dotuels to match founda-tion walL horlzontal steel. Dowel into block 18'' minimum.
9. VerticaL relnforcernent shaLl be deformed billet steel L615,
Grade 40 wrless otherwise noted. See drarvings for size and spacir
10. AlL splices l-n vertieal rej.nforcenent shall be Lapped a mlnimunof 36 bar diameters but not less than 12" and where spl-ieedt
bars shatl be separated by one bar dj.ameter or wired together.
page 4 JAMES R MORTER ARCHITECT
11. ltrhen a foundation dowel does not line up with a vertical core
to be reinforcedr it shaLl not be bent i'overr but shall be
grouted i-nto a core in direct vertical alignnentr even though
it is an adjacent cell to the verticaL wal-L reinforcing.
12. Vertical- bars shal-l be hel-d in position at top and botton andat intervals not exceeding I)? bar dianeters.
tl. Vertlcal- reinforcing steel shall have a minimurn clearance of
t" fron the masonry to pernit good bond with the grout.
14. Grout shall be of fluid eonsistency and shal-I have a ninimun
compresslve strength of lo00 psl ln 28 days,
1J. Grout-in cores of concrete block and brick with grout as shown
on drawings. Grout al-l cores belovr finish grade,
16, Vertical cells to be fiLl-ecl shall have vertical alignment to
naintain a continuous unobstructed ceII area not less than
2"X 3"'
17. Reinforcing steel shall be secured in place and inspected.
All- debris, projecting mortar, and mortar droppings shal-l be
cleaned out before grouting starts.
18. Cel-Ls containing reinforcement shall be solidLy filled withgrout and pours shaLl be stopped 1-3.' below the top of a courseto form a key wlth the next course above,
Atl grout shall- be poured in lifts of not rnore than 4r-0" and
aL1 grout shalL be puddled or vibrated into place.
A1l- corners shall be grouted solid.
21. Bond beams shall- be fiLled with pea-gravel concreter frc=l000psi1
and shaLl be continuous around buiLding.
22. See "Structural Steel" notes and "Lintel ScheduLe" for steel
l-inteL angles.
rg,
20,-
Page I of I
Judy Rodriguez. 344 beaver dam circle
From: "Snyder,Jane"<lsnyder@ResortDesign.com>
To: "AllisonOchs(E.mail)"<aochs@ci.vail.co.us>
Date: 0I/29/2003 11:03 AM
Subject: 344 beaver dam circle
hi allison-
thanks for you help in verifying the below:
344 beaver dam circle
vail village filing 3, block 2, lot 10
lot size: 20,473.2 sf (.47 acre)
zoning: single family
GRFA:4347.32
existing sf: 5395
built in 1976
i was hoping to add a small amount of square footage for a new entry and
stair, but it appears that the house is already over the allowable GRFA.
is there any update yet on the GRFA discussions? what is the best way for me
to stay current on that issue?
thanks a bunch.
jane
Jane Snyder, AIA
Resort Design
303.r$49-4433
file://C:\Windows\TEMP\GW) 0000 I .HTM 0rD9/2003
ZONE EHECK
: Datc:
Lcgal dcscription: Lot /o Bloc&a_ filns
Addrcss
Oirncr
Architcct
7-onc
Lot sizc
{?11 +
Scondary GRFA .+ (125) (6?5*) =._
+ 675= 425 crcdit plus 250 addition
Docs this rcqucst involvc a 2j0 Addition?
Horv much of tlc altorvcd 250 Addirion is uscd rvith this rcqucst?
Total
g/0
Remaining
269
+
.f
Sitc Covcralc 2.o'/,
Hcigbt
Saback
landscaping
RctainingWall HcigbE
Parting
Garagc Crcdit
Drivovay
.. 20'
..l5'
l5'
\
Minimum
3',l6'
Rcquirrd Encloscd
(300) (600) (900).(1200)
PcrmittedSlopc % proposcdSlopc %
Ycs- Nq
Ycs-- Nq
Complics rvith TOV Ligbting Ordinurcc
Arc finishcd gradcs lcss tlan 2:l (502o)
EnrironmcnbL4lazards ..l) Pcrccnt Slopc (< >30%)
2) Floodplain
4) WCtcr Courso Scback (30) (50)
5) GcologicHazards
a) Snorv Avalanchc
b) Rockfall
c) DcbrisFlow
Prq'ious conditions ofappmval (chcck propcrty filc)
Is thc propctty non-conforming? Dcsqibc:
M@s^w:#{,:fotr cnre .*\ag + ffibt-=J:1E
PrimaryGRFA . .(gLS).)=-
4trto edbT +
(30x33)
Front
Sidcs
Rcar
' Projcch_
Q SUR\IEY
Scalc
-:_ Bcnchmuk
t-
+_ Lcgal dcsaiption
l
Buildablc Area
EascEcnts
Topogralby
100 yr. flood plain
Watcr Coursc Sctback
Environmcn al llazards
Trees
Utility locations
Spot clcvations
Q SITE PLA}T
Scalc
DESIGN REVIEIY CflECKLIST
. A ELOORPLA}IS
Scalc
GREA
250 additional CRFA
Crarvl\Attic Spacc
EHU
. O BUILDINGELEVATIONS
Scale
-:- ColorWatcrials
Roofpitch
El LAI.IDSCAPE PLAN
Existing trccs
-
Proposcdbees
Lcgurd
MISCELIJ,I.IEOUS
:
Titlc rcport (A & B)
Utility.vcrification form
pbotos ofsitc
Buil ding matcrial samptcs
C.O. Vcrificati on
BuildingHcight ..,
-
CondoApprortl
Encroachmcnts
Sctbacks
Sitc Covcrage
Eavcs/Ovcrhangs (4)
Decls8alconics
Garagc conncction
__: Site Grade\Stopc
Rctaining lValls
Fcnccs
Sun\ShadcAnglcs
Vicrv Conidors.
-
Vuiarccs
plu rcstrictions
-
TumingRadius
Drivcrvay (access aod gradc)
Snow Storagc
FircAccess
ravlrad slrT ler
DESIGN REVIEITI
DATE OF DRB MEET
1-*********
Y NOT**********
A.
I.PROiIECT INFOR}TATION :
DESCRIPTION:
TYPE OF REVIEW:
D.
ADDRESS: 3
LEGAL DESCRIPTTON:LotSubdivision Thi
Block L
a meeEs and bounds
on a separate sheet
jEH, ::3;'1ff 3 :33,' *' o o' o o' -- 4*l#:"*:iTQy"{Sffi W. DEP
to
ff property is described bydescription, please provideto this applicat.ion.
legal
and attach
El
F.
ZONING:
NAME OF
Mailing
APPI,ICANT:
Address:
G.NAME OF APPLTCANT'S REPRESENTATTVE, innrt-mtOtres/ h.ul tj\lalhJleMailing Address:_
Phone
H.NAME OF OlalNER(S):
ONNER(SI STG![A"ORE:
Mailing Address:
APPLICATIONS WILL NOT BE PROCESSED ITI,TEOAT OWNER'S STGNAfURE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are t,o be paid at thetime of submitt,al of Lhe DRB applicaLion. LaLer, whenapplying for a buitding permiL, please idenEify the accuraLevaluabion of the proposal . The Town of vail will adjust thefee according to the Lable below, to ensure the correct fee
I.
iI.
FEE SCHEDULE:
VAIJUATION
$ 0 $ 10,000
$10,001 -$ s0,000
$50,001 -$ 150,000
s150, 001_ - $ 500, 000
$s00, 001 - $1, 000, 000$ Over $1, 000, 000
DESIGN REVIEW BOARD APPROVAIJ EXPIRES
APPROVAI., I'NIJESS A BUIIJDTNG PERMIT ISIS STARTED.
FEE
$ 20.00
$ s0.00
$100.00
$200.00
$400.00
$s00. 00
ONE YE,AR AFTER FINAII
ISSUED AI\TD CONSTRUCTION
is paid.
II.
j-( I'tt I| ",
:lpp
{s.r+r
t.ion meeting with a member of the planning
s|.1d.fE qs. tsncd$faged to determine if any additionalapplic{fion intormation is needed. It is the applEion is needed. It is the applicant.,
*s-?'*
\ilt irlf
rqgpons-jli1i Ey make an appointment with the staff t,o'*,'\ i g#;ifl-ll e are additional submittal requirements.a COMPLETE applicat.ion will streamline Lher your project.aseLndtet;Eha
ING ALL SUBMI TIIE DRB:
ion to meeting submit.tal requirements, thet must stake and tape the project. site toproperty lines, building lines and building
A11 t,rees bo be removed must be taped. Allings and staking must be completed prior t,o thevisiL. The applicant must ensure that sbakinging the winter is not buried by snow.
The review process for NEW BUILDINGS normally requires
Ewo separate meeLings of the Design Revj-ew Board: a
concepEual revj-ew and a final review.
Applicants who fail to appear before the Design Review
Board on their scheduled meeting date and who have nor
asked in advance that discussion on their iLem bepostponed, will have their items removed from the DRB
agenda until such time as the iLem has been
republ i shed.
The following items may, at the discretion of the
zoning administrator, be approved by t.he Cornmunity
Development Department staff (i.e. a formal hearingbefore the DRB may not be required):
a. Windows, skylight.s and similar exterior changes
which do noL alter the existing plane of thebuilding; and
b. Building additions noL visible from any ot.her lotor public space. AL Lhe E.ime such a proposal is
submitLed, applicants must, include letters from
adjacenL property owners and/or from the agent foror manager of any adjacent, condominium associationstating the association approves of the addition.
If a property is locat.ed in a mapped hazard area (i.e.
snow avalanche, rockfall, flood plain, debris flow,
weLland, etc. ) , a hazard study must. be submit.ted and
Lhe owner must sign an affidavit recognizing the hazardreport prior to the issuance of a buildinq permit.
Applicant.s are encouraged t.o check with a Town Plannerprior to DRB application to det.ermine the relat.ionshipof the propert.y to all mapped hazards.
For all residential construct.ion:
a. Clearly indicaLe on Lhe floor plans the insideface of the exterior st.ruct.ural wa11s of Lhebuilding; and
b. Indicate with a dashed line on t.he site plan afour foot distance from the exLerior face of thebuilding walls or support.ing columns.
If DRB approves the applicat,ion with condit,ions ormodifications, all conditions of approval must be
addressed prior to the application for a buildinqpermit.
B.
E.
F.
t
e
slue'.lap
DRB site
done dur
G.
*
'pr,aNt **"*tt,
PROPOSED TREES
AND SHRUBS
Botanical Name "o**o'Qu*.ouanEiEv sizei*
VttW
Tvpe Sguare FooEaqe
N,elar blve.ttra++ (fw.trawrt a< trceAeA Vllau: umll
nahvc, alrn6 aq necAd" ohdo utol\
*fndicate caliper for deciduous trees. Minimum caliper fordeciduous trees is 2 inches. IndicaLe height for coniferoust.rees. Minimum heiqht for coniferous t.rees is 6 feet.**Indicate size of proposed shrubs. Minimum size of shrubs is5 qallon.
GROI'ND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF IAIA,
EROSTON CONTROL
C. LANDSCAPE L,IGHTING: If exLerior lighting is proposed, please
show Lhe number of fixt.ures and locations on a separaEelightinq plan. Identify each fixture from the lighLing plan
in the space below and provide the height. above grade, tlpe oflight. proposed, lumen ouEpuL, luminous area and a cuL sheeE ofthe liqht fixture. (Seccion 18.54.050 J)
.-*"-
OTHER LAIIDSCAPE FEATURES (lreLaining waLlsr,/ f ences, swimmingpools, etc.) Please specifjl eiqht.s of retainingwalls. Maximum height, of walls within the fronL setback is3'. Maximum height of walls elsewhere on the properEy is 6'
D.
*
LEGAL DESCRIPTTON: LOT_[ BLOCR 2 suBDrvrsrou h'l,rra 3
-.r__
STREET ADDRESS:
IJIST OF IIATERIAI,S
llttflltangoo F,nilarr: fuuldp,r p':v,vit
AVlta,tlNAME OF PROJECT:
The following information is
Review Board before a final
required for submit.tal- to the Design
approval can be given:
A.BUIIJDING MATERIAIJS:
Roof
Siding
Other WaIl Materials
Fascia
sof f i t,s
Windows
Window Trim
Doors
Door Trim
Hand or neck Rail-s
Flues
Flashings
Chinneys
Trash Enclosures
Greenhouses
ReE.aining Watls
ExLerior Lighting
OLher
TYPE OP MATERIAL COI,OR
2' 4' RrrvrAorn lnyr]orrtL
Prnb <andsda e Bo.,idars
Designer:
Phone:
B.LANDSCAPING: Name of
FILE COPY
May 8, 1995
PaulWesthelle
Colorado Alpines, Inc.
PO Box 2708
Avon, GO 81620
RE: Williamson Residence, Lot 10, Block 2, Vail Village 3rd Filing
Dear Paul:
I have received your Design Review Board application for a rock retaining wall for the
Williamson residence and I have some concerns regarding the height of this wall. Based
on the site plan, it seems that some points along the wall exceed six feet in height. lt does
appear, however, that planting areas can be created so that no point exceeds six feet.
Keep in mind that we require a minimum of 18 inches for an adequate planting space
between walls.
Please submit a more detailed plan showing the specific elevations along the wall. This
will insure that the wall meets the height requirements. lf you have any questions, please
contact me.
Sincerely,
Lauren Waterton
Town Planner
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TO?IN OF VArIJ CONSTRUCTION
6fls ,n*rrl'*b24
PERI.IIT APPLICATION FOR!{
DATE:
Owners Name:
Architect:
GeneraL Descriptlon:
Address:
Address:
7nz: .1 5 ZkF-Y<a- s' tAlteration [ ]-Addltlonal r]Q-Repatr
Town of Vail Reg. NO.
Phone Nurnber:
Town of Vail Reg. NO.
Phone Nurnber:
Town of Vail Reg. NO.
Phone Nunber:
********************* * ********** FOR OFFTCE USE ****** ** ****************** *****
BUII,DING PI..AN CHECK FEE:
PLUMBING PI-.AN CHECK FEE:
!{ECHANTCAL PI..AI[ CNECK FEE:
RECREATTON FEEs
CI.EAN-UP DEPOSIT:
TOTAI-, PERMIT FEES 3
<<.-,---->LY-
BUfL,DING:
STGNATUREs
ZONTNG:
SIGNAITT]RE:
, APPLTCATTON UUST BE FILT.ED OUr collpLETELy OR rT UAy NOT BE ACCEPTED
Il******** ** ************ * ****** PERyIT TNFORI|ATION ******i**********************tl
Xl-Building [ ]-Plunbing [ ]-Electrlcat [ ]-Mechanlcat [ ]-other
Job Nane:Job Address: 4 t)c
Legal Description: Lot Block_ ftltng surorvrsrollt
4./.1 AAtu';t *v.-, fld pn. ztY,o*t ?
Ph.
l)dcb
Work Class: [ ]-Nesr [ ]-I -other
Nunber of Dwelllng Units:Nurnber of Acconmodation Unlts:
^ {pmber and Tlpe of Fireplaces: Gas Appliances_ cas Logs_ t{oodlPellet_v
fi**rt****************************** VALUATIONS *********************************
Eurlorrc: i 3j9? Er.EcrRrcAr,: l_ orHER:PLWBTNG: I,tEcHANrcAI: $- ToTAL: @&dr^t #-
l************************ta*_ coNTRAcT9R INFORMATION ***************************rEeneral Contractor: i)fill(z-l tr-*.n (Lt.-21'n7tAa/ Town of Vail Req. No-?7F-t
Address:Phone Nunber!
Electrical Contractor:
Address:
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
BUILDING PER}TIT FEE: 7,5-
PLUI,TBING PER}IIT FEE:
I{ECEANICAIJ PERUIT FEE:
ELECTRTCAL FEE:
OBHER TYPE OF FEE3
DRB FEE:
]W
CI.EAIT I'P I'EPOSIT BBFTII{D IO:)ar/ tso^sQ--,*4,*
75 3outh frontrge rold
rrll, colorldo 81657
(303) 479-21.38 ot 479-2L39
TO:
FROM:
DATE:
SU&TECI:
olflce of communlty dcYclopm.nl
ALL CONTRACTORS CT'RREMILYL REGISTERED WITTT THE
TOWN OF VAIL
TOV|N OF VAIL PUBLTC WORKS/COMMUNTTY DE\TEI.oPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & I4ATERIAL STORAGE
rn sunmary,.ordinance No. 6 states that it is unlawfur for anyperson to litter, track or deposit any soil, rock, sand, debr-isor naterial , including trash durnpster-, portable toileti andworkrnen vehj.cles upon any street, sidewalk, alley or public
-q1?9e or any portion thereof. The right-oi-way on afi Town ofVail streets and roads is approxirnately 5 ft. 6ff pavement.This ordinance wilr be striLlry enforcLd by the Town of vairPYlJi-c l{orks Department. persons found vi6rating this ordinancewill be given a 24 hour written notice to remove-said naterial .fn the event the person so notified does not comply with thenotice within the 24 hour tirne specified, the pulfic WorksDepartment wilt remove said nateiiat at the expense of personnotified. The provisions of this ordinance sniff not beapplicable to construction, naintenance or repair projects ofany street or alley or any utilities in the right-a-way.
To review Ordj.nance No. 6 in fuII, please stop by the Town ofVait Building Departrnent to obtain I copy. flank you for yourcooperation on this natter.
(i.e. contractor, owner)
lmn ual
75 .oulh |ronLg. rord
r.ll, colo?.do t1657
(308) 479-2138 or 479-2139 otflco of conmunlty druelopmrnl
!f thi.s peryit requires a Town of Vail Fire Deparfinent Approval,
Engineel''s..(.Pgblic ttopks) review and approva'l ,'a planning'Oeparinent
review or.Health Department review, and a review by the Euilhing
Department, the estimated time for a tota] review iray take as 16ngas three weelts.
All conmercial ('large or smal]) and al'l mu'lti-family permits will
have to follow the above mentioned maximum requiremLnts. Residential
and small projects shou1d take a lesser amount of time. However, if
fesi.dential or smaller projects .inpact the various above mentionid
departments wi.th regard to necessary review, these projects mayalso take the three week period.
Every attempt will be rnade by this departnent to expedite this
permi.t as sgon as possible.
EUILDING PERI'IIT ISSUANCE TIME FMI.IE
undersigned, understand the plan check procedure and timeI,. the
frame.
Communi ty Devel opment Department.
: ft Monroe AQewett
#\ Engtneero.Inc.
,(
\
CALCULATEO 8Y o^rE i
Iown uf Vall Cummunlty
cHEcKEo sY------€C,VtlOOm€it- oArE
SCAL€
Nrrrrrrrr,gstr..rrrr!{r.!4,.;Dl.h !,.ri,riFi{ t|tIrrr'tihrsihr
-"\
Monroe & Newell
Englneers. Inc.
OAIE
OATE
OF
ln(r,s' Frtl lnl rxrr r 1r"\r.E
n Monroe AQewett
#\ EnsrrreeF. tnc.
{\
.." lJlul CTaJ^ fu' t:e?ane-
OF
OATE
DATE
1-t1-9.s
rio|tf r:rr| r {s,rr l,61 ]Oa ! tr.rr.dt @'r. r'.. arcr. r,. otttt io ort'r nfi nt Inl I mtr iw
.WILLIAMSON DECK R EPAIR
MeN *zroa
JUIY 28, 1993
1. LIVE LOADS USED IS DESIGN:
c.
2. I|/QOD:
A.
DECK
WIND
1. BASIC WIND SPEED
2. EXPOSURE
EARTHQUAKE
2'THICK .4" WIDE
2" THICK. 6.. & WIDER
3" TtitcK - 6' & wtDER
GENERAL NOTES
A.
B.
1OO PSF
80 MPH
c
ZONE 1
ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, COAST
REGION VISUALLY GRADED AS FOLLOWS:
STUD fb = 800 psi
NO. 2 fb = 12S0 psi
NO. 1 fb = 1300 psi
3. GENE8AL:
A.
8.,
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE
USES PRIOR TO ALLOWABLE STRESS INCREASES.
ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
PROVIOE ASPHALTIC MASTIC.COATING ON ALL WOOD EXPOSED TO TI{E
EARTH OR USE PRESSURETREATED MEMBERS IF GROUND IS LESS THAN 12'
BELOW MEMBERS.
ALL DIMENSIONS OF DECK SHALL BE FIELD VERIFIED.c.
t
PE(
/ /' '. -?, "--t\/ 5/a/ f
NAME
READY FOR
LOCATION:
INSPECTION:^). I i ,)9(
BUILDfNG: ,:,,<i:/,4
-
14 .,'-\ \ nruMBtNG:
FOOTINGS ISiCEi ', hN'"-'- ) tr UNDERGROUND
O FOUNDATION / STEE-tr ROUGH / D,W.V.
/t
F*FRAMING /{.(e /2. DRoucH/WATER
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL
D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL D FINAL
{neenoveo
CORBECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
-,t
:
t
REQUEST
VAIL
i I ii 1il''- roe *o".
INSPECTIONTOWN OF
CALLER
READY FOR lNQPEprlpN:
.. \ LlLOCATION: ! '
MON
I
(rues wED
,\--l ),
THUR
i.' ;
AM PM
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr FoUI\BATION / STEE-
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WAIERtr FRAMING
r_r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
tr SHEETROCK NAIL
n
tr
n
'E FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
O ROUGH tr EXHAUST HOODS
tr CONDUIT
Tl
tr SUPPLY AIR
D
R FJ{.IAL -tr FINAL
VrydovED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION BEQUIRED
DATE INSPECTOR
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Project Application
Project Description:'t5/U{/!Tl,1L ?tr
Contact Person and Phone
f7( ,/4//4
Owner, Address and Phone:
?p Vr'r /r F//( 7 4 71 r 7f rr
Arch ilect, Address and Phone:
Legal Descriptio n: tot /A , Btocx 'ShrpH/'/
Comments:
Design Review Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Su m mary:
Town Planner
Date:
\g
r,ru Approval
N+-'c4qJ''tsdxSrJ
Y.E}ET
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Project Application
Proiect Name:
Project Description:
Contact Person and Phone
,/7/'7ry(
Owner, Address and Phone:
Ze ' V,trt la tEtT {76'a754
Architect. Address and Phone:
Legaf Descriptio n: tot /0 , Btocx Z , rtting !lu/a{ <ED tScnH?y
Comments:
Design Review Board
{
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Su m mary:
kt*' Approval
DRB APPLIqATION - IOIIN OF VAII,,
DATE APPLICATION RECEIVED :
DATE OF DRB MEETTNG:
revia.cd 9/4/9L''
cor.oRrDo
it{;'l.tiUN26igge
I.
*rr*t*****
BEIS TPPLICAIION WrI,L NOT BE ACCEPTED
ITNTIL ALL REQUIRED ItrrOrulATION IS SttBtdltttD********r*
PROJECT INFORMATION:
A.DESCRrprroN: ,f ,.1 lno- L-Ju, 64.a/o [t> , q ot{)T---:-)i/\ C-olo/ur "ft-c,Ln,f,i|' I 4a /*c - wnottr"pJ la/oo!
Lou a al laa[tn'j 6o 14,
c.
D.
F.
H.
I.
T
K
NAME OF
Mailing
/'-TEE-\H1i#
9100.00
$200.00
$400.00
$500.00
* DESIG-IiI RE\/IE9I BOARD APPRO\TAL EXPIRES ONE YEAR AtrTER TINAI.
TPPRO\fiAJ, UNI.ESS A BUII.DING PERMIT IS ISSUED tl{D CONSIRI'CTION IS
STARIED.
**NO APPI,IqATION I|ILI, BE PROCESSED TUTNOUT O9|NER'S SIGNAI\'RE
B.TYPE OF REVIEW:
Nehr Construction (5200. OOI _/ruinor Alteration ($20. OO)
Addition ($50.00)Conceptual Review ($0)
ADDREss: alcl Qeo ver T ^. R,"./ , Valrl, C-a, 9tL5'7
LEGAL DESCRIPTION:t lO Block ?-
Subdivision 'L //,/r <r>
If property is described by a meets and bounds legaldescription, please provide on a separate sheet andattach to this application.
- l l\ IZONINGz Kp<|Jemtt'a-I
LOT AREA: ff required, applicant must. provide a current
stamped survey showing lot area. I/p at-cc
NAI',IE OF APPLfCANT:Mailing Address:
APPLICANT' S
Address:
NAME oF or{NERS : asl t t-t ^ft1oN -Nttfttt/ -LuFn FRf-?LFRtpEn'^- 4, D4Mailing Address:
Phone
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid atthe time of submittal of DRB application. Later, when
applying for a building permit, please identify the
accurate valuation of the proposal . The Town of VaiI
will adjust the fee according to the table below, to
ensure the correct fee is paid.ry
FEE SCHEDULE:
VALUATION$ 0 - $ 10,000$ 10,001 - $ 50r 000
$ 50,001 - $ 150,000
$150,001 - $ 500,ooo
$500;001 - $1,000,000$ Over $1,000,000
II
A pre-application meeting with a member of the planning
staff is strongly encouraged to determine if any additional
application information is needed. It is the applicant'sresponsibility to make an appointment with the staff to
determine if there are additional submittal requirements.
Please note that a COMPLETE application will streamline the
approval process for your project.
III. IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
A. In addition to meeting subnittal requirements, theapplicant must stake and tape the project site toindicate property lines, building .l-ines and buildingcorners. AlI trees to be removed must be taped. Allsite tapings and staking must be completed prior to the
DRB site visit. The applicant must ensure that staking
done during the winter is not buried by snow.
B. The review process for NEW BUILDINGS normally requires
two separate meetings of the Design Review Board: a
conceptual approval and a final approval . Applicants
should plan on presenting their development proposal ata minimum of two meetinqs before obtaininq final
approval .
C. Applicants who fail to appear before the Design Review
Board on their scheduled meeting date and who have not
asked i-n advance that. discussion on their iten bepostponed, will have their it.ems removed from the DRB
docket until such time as the item has been
republished.
D. The following items may, at the discretion of thezoning administrator, be approved by the Community
Development Department staff (i.e. a formal hearing
before the DRB may not be required):
a. hlindows, skylights and similar exterior changes
which do not alter the existing plane of thebuilding; and
b. Building addition proposals not visible from anyother lot or public space. At the tine such aproposal is submitted, applicants rnust includeletters from adjacent property owners and/or fromthe agent for or manager of any adjacent
condominium association stating the association
approves of the addition.
E. If a property is located in a mapped hazard area (i.e.
snow avafanche, rockfall, flood plain, debris flow,
wetland, etc), a hazard study must be subrnitted and the
owner must sign an affidavit recognizing the hazard
report prior to the issuance of a building permit.
Applicants are encouraged to check with a Tovrn Plannerprior to DRB application to determj-ne the relationship
of the property to all mapped hazards.
F. For all residentiaf construction:
a. Clearly indicate on the floor plans the insideface of the exterior structural wal1s of thebullding; and
b. Indicate with a dashed line on the site plan afour foot distance from the exterior face of thebuilding walls or supporting columns.
If DRB approves the application with conditions or
modificati-ons, all conditions of approval must be
resolved prior to Town issuance of a building permit.
v
PRE_APPLICAT ION MEET ING :
,;. NEW coNSrRUcrroN
Three copies of a recent topoqraphic survev; stamped bva licensed survevor, at a scal.e of L" = 20' or larger,
on which the fol-lowing information is provided:'
1. Lot area.
A.
Two foot contour intervals unless the parceLconsists of 5 acrer; or more, in which case, 5'contour interval-s .,:,ly be accepted.
Existing trees or ,ir'oups of trees having trunkswith diameters of r.r " or more, as measured fron apolnt one foot dbc.r: grade.
Rock outcroppings (,ld other significant naturalfeatures (large boi,,.dersr intermittent streams,etc. ) .
Hazard areas (ava1:Jrrche, rockfaf 1, etc. ) ,centerline of stre,-,,.r or creek, required creq,k or
stream setback, L0Lt-year flood plain and slopes of
40? or more, if applicable.
Ties to existing benchrnark, either USGS landmarkor sewer invert. Thi-s information should beclearly stated on the survey so that all
measurements are based on the same starting point.
This is particularLy i"iri.,r,::i. 1;r. i
meaSurements. See Polre:i i.;n .'ju:r-vilir , i. ':j,:1Tr,:rL j :::fl,
for more information regarding surveys.
.
Locations of the following: '.
a. Size and type of drainage culverts, swales,
etc. must be shown,
b. Exact location of existing utility sources
and proposed service lines from their source
to the structure. Utilities to incLude:
Cable TV
Telephone
Sewer
Water
GasElectric
B.
c. Show all utility meLer locations, including
any pedestals to be located on site or in the
right-of-way adjacent to the site. Revocablepermits from the Town of Vail are requiredfor improvements in the right-of-way.
d. Property lines - distances and bearingi and abasis of bearing must be shown
e. AII easenents (Title report must also include
existing easement l-ocations )
8. Exist.ing and finished grades.
9. Provide spot elevations oi r:' -'.: -' , i :,
minimum of one spot elevaEron on either side ofthe lot, 25 feet out from the side properLy l-ines.
Site PIan
1. Locations of the followlnq:
a. Proposed surface drainage on and off site.
b. Proposed driveways. Percent slope and spot
elevations must be shown.
A11 existing improvements includi-ng structurest
landscaped areas, service areasr storage areas,
wa1ks, driveways, off-street parking, loading
areas, retaining walls (with top and bottom of
wa11 spot elevations), and other existing site
i.mprovements.
BEST
i$lL"" t
3. e lltions of top of roof ridO (with existinq
and proposed qrades shown underneath). Theseelevations and grades must be provided in orderfor the staff to determine building'height. AlLridge ]ines should be indicated on the site plan.
El"evations for roof ridges shall also be indicated
on the site plan with corresponding finished andexisting grade elevations.
4. Driveway grades may not exceed 8t unless approvedby the Town Engineer.
Landscape Plan (L" -- lQt or larger) - 3 copies required
1. The following information must be provided on the
landscape plan. The location of existing 4r'diameter or larger trees, the location, size,
spacing and type (conmon and latin name) of allexisting and proposed plant material . All treesto be saved and to be removed must also beindicated. The plan must also differentiate
between existing and proposed vegetation.
2. Complete the attached landscape materials list.
3. The location and type of existing and proposedwatering systems to be employed in caring forplant material following its installation.
4. Existing and proposed contour J.ines.
In order to clarify the inter-relation of the various
development proposal components, please incorporate as
much of the above infornation as possibLe onto the site
p1an.
Siqn off from each utilitv companv verifying thelocation of utility service and availability (see
attached) .
A preliminarv title report must accompany allsubmittals, to insure property ownership and locationof -e.].f. easements on property.
Architectural Plans (l/8" = l' or larger, I/Att ispreferred scafe for review) 3 copies required.
1. Scaled ffoor plans and all el-evations of theproposed development.. Elevations must show bothexisting and finished grades.
2. One set of floor plans must be "red-lined" to show
how the gross residential- floor area (GRFA) wascalculated.
3. Reductions of all elevations and the site plan (8-
!/2" x 7!"\ for inclusion in PEC and/or Town
Council memos may be requested.
4. Exterior surfacing materials and material colorsshal1 be specified on the attached materials list.This mat.erials list must. be completed andsubmitted as a part of DRB application. Colorchips, sidinq samples etc., shouLd be presented tothe Design Review Board meeting.
Zone check list (attached) must be completed if project
is Located within the Single-Fami1y, Primary/Secondaryor Duplex zone districts.
Photos of the existing site and where applicable, of
ad-iacent structures.
NOTE:
n
E.
F.
G.
H.
ttj i'i..-u,
! !.a'9l'', l,/.{,;ri
l
;Viili
1t't
r. The ZoniFg Adninistrator and/or oneQ"y reguire the -'
submission of additiona-I plans, drawinls,specifications, samples and other materials (including' a nodel) if deemed necessary to determine whether aproject will comply with Design Guidelines.
V. MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS.
Photos or sketches which clearly convey the redevelopmentproposal and the location (site plan) of the redevelopmentproposal may be submitted in lieu of the more formalrequirements set forth above, provided all important.specifications for the proposal including colors andmaterials to be used are submitted.
VI . ADDTTIONS - RESIDENTIAL OR COMMERCTAL
A. Original floor plans with all specifications shown.
B. Three sets of proposed floor plans L/8" - Lt or largerlL/4.' = Lt is preferred)
C. Three copies of a site plan showing existing andproposed construction. Indicate roof ridge elevationswith existing and proposed grades shown underneath.
D. Elevations of proposed addition.
E. Photos of the existing structure.
F. Specifications for a1l materials and color samples onmaterials list (attached).
At the request of the Zoning Adninistrator you may also berequired to submit:
G. A statement from each utility verifying location ofservice and availability. See attached utilitylocation verification form.
H. A site improvement survey, stamped by registeredprofessional surveyor.
I. A preliminary title report, to verify ownership ofproperty, which Lists al,l easements.
VIT. FINAL SITE PLAN
Once a building permit has been issued, and construction is
underway, and before the Building Department will schedule aframing inspection, two copies of an fmprovement LocationCertificate survey (ILC) stanped by a registeredprofessional engineer must be submitted. The followinginformation must be provided on the fLC:
Building LocaLion (s) with ties to property corners,i.e. distances and angles.
Building dimensions to the nearest tenth of a foot.
A11 utility service line as-builts, showing type ofmaterial used, and size and exact location of lines.
Drainage as-builts.
Basis of bearing to tie to section corner.
All property pins are to be either found or set andstated on improvement survey.
All easements.
Building floor eLevations and all roof ridge elevationswith existing and proposed grades shown under the ridgelines.
A.
B.
D.
E.
F.
vrrr.coNcEPTUAL plGN REVTEW
A. Submittal requirements:' The owner or authorizeO agenlof any project requiring design approval-as prescribed
by this chapter may submit plans for conceptual review
by the Design Review Board to the Department of
Community Development. The conceptual review is
intended to give the applicant a basic understanding ofthe compatibility of their proposal witb the Town's
Design Guidelines. This procedure is recommendedprimarily for applications more compLex than single-
famj-1y and two-family residences. However, developersof single-family and two-family projects shall not be
excluded from the opportunity to request a concept.ual
design review. Complete applications nust be submitted
10 days prlor to a scheduled DRB meeting.
The following information shall be subnitted for a
conceptual review:
1. A conceptual site and landscape plan at a minimumscale of one inch equals tvrenty feet;
2. Conceptual elevations showing exterior materj.aLs
and a description of the chaiacLer of the proposed
structure or structures;
3. Sufficient j.nformation to show the proposal
complies wit.h the developnent standards of the
zone dj-strict in which the project is to belocated (i.e. GRFA, site coverage calculations,
number of parking spaces, etc.);
4. Completed DRB application form.
Procedure: Upon receipt of an application for
conceptual design review, the Department of Conmunity
Devel-opment shall review the submitted material-s for
generaL compliance with the appropriate requirements ofthe zoning code. If the proposal is in basj.c
compliance with the zoning code requirements, theproject shal-l be forwarded to the DRB for conceptual
review. If the application is not. generally in
compliance with zoning code requirements, theapplication and submittal materials shall be returnedto the applicant with a written explanation as to whythe Community DeveLopment Department staff has foundthe project not to be i"n compliance with zoning coderequirements. Once a complete application has beenreceived, the DRB shal1 review the submitted conceptual
review application and supporting material in order to
determine whether or not the project generally complieswith the design guidelines. The DRB does not vote on
conceptual reviews. The property owner or his
representative shall be present at the DRB hearing.
B.
LIST OF MATERIALS
NAIIE OF PROJECT:
LEGAL DESCRIPTION:
STREET ADDRESS:
LOT BLOCK SUBDIVISION
DESCRIPTION OF PROJECT:
The following information is
Review Board before a final required
approval c
for submittal
an be given:to the Design
A. BUILDING MATERTAI,S:
Roof
Siding
Other Wall MateriaLs
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
B.LANDSCAPING: Name of Designer:
Phone:
PLANT MATERIALS: Botanical Name Conmon Name Quantitv Size*
PROPOSED TREES
EXISTING TREES TO
BE PEMOVED
*Indicate caliper for deciduous trees. Minimum caliper for
deciduous trees is 2 inches. Indicate height for coniferoustrees. Minimum heicht for coniferous trees is 6 feet.
TYPE OF MATERIAI.,
It, PLANT MATERI.f-: Botanical Name
PROPOSED SHRUBS
co* orl"*e Ouantitv Size* r
EXISTING SHRUBS
TO BE REMOVED
*lndicate size of proposed shrubs. Minimum size of shrubs is5 qal]on.
Type Square Footaqe
GROI'ND COVERS
SOD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROS]ON CONTROL
C. LANDSCAPE LIGHTING: 1f exterior lighting is proposed, please
show the number of fixtures and locations on a separatelighting plan. Identify each fixture from the lighting plan
on the list below and provide the wattage, height abovegrade and type of light proposed.
D. OTHER LANDSCAPE FEATURES (retaining wa11s, fences, swimmingpooIs, etc.) P1ease specify. Indicate heights of retainingwal-ls. Maximum height of walls within the front setback is3 feet.. Maximun height of wa1ls elsewhere on the property
is 6 feet.
TOWN OF VAIL
DEPARTi\{E)iT OF COMIVII.NITY DEVELOP}IENT
SALES ACTION FORM
ZOI\.bIG A}TD ADDRESS MAPS0l 000041540
0l t{t00 42415 UNIFOR\,I B IJILDL\G CODE
0l 0000 42415 UMFOR.V PLUIIBI\,G CODE
01 0000 42415 T'NI FOL\,| T{ECHANICAL CO DE
0l 0000 42415
0l 0000 42415 NANONAI ELECTRICAL CODE
0r 0000 42415 ON]ER CODE B@KS
0l 0000 41548 BLUE PRINTS C\IYLAR
0l 0000 42412 XEROX COPIES / STUDIES
0 | 0000 42371 PENAT-TY FEES / RE-NSPECTIONS
01 0000 4l 332 i PLA"',I REViEw RE.CHECK FEE tS40 pER HR.l
0l 0000 42321 OFF HOURS INSPECT]ON FEES
CONTRACTORS LICE\SES FEES0l 0000 41412
0r 000041330
S]CN APPLICATION FEE01 0000 41413
0r 0000 4t4r3 ADDMONAL SIGNACE FEE tSI.OO PER SO.FT.
lTC ART PROJECT DONATION0l 0ctr0 42440
PRE PAID DESIGN REVIEWBOARD FEE
1000041330
EXTERIOR ALTERATION IT{ORE THAN I OO SO.FT.0l 00004t330
OI OOOO4I:]:IO ISPECIALDEVELOPNfENT
1000011i30 ,vA
41330 IZONINGCODEfuVE\DNIENTS
0l 0000 4 1330
a o
,-#j?,oNlr I ,"
,i"rkC C'
PERMIT NUMBER OF PROJECT
onre illl/c):-,' ,ot
TOWN OF VAIL
cALLER'. tt vi ' \h'l i r 0CIL-F tl(l
REQUEST
READY FOR INSPECTION:MON TUES WED THUR FRI
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
UMBING:
O FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH i WATERE FRAMING
,.- ROOF & SHEER.- PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
_tr
J ^---. i-. t\t ^r^ ,fi rtrunu rylT- -' ('l {'( }l : L I [ \/ tr F;NAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
O ROUGH tr EXHAUST HOODS
tr CONDUIT
TI
tr SUPPLY AIR
n
tr FINAL tr FINAL
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
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Date SubmltlJ tor Revlew
ProJect
Owner
TOI,IN OF VA IL
ENV IRONMENTAL REV IEI,' CHECKL IST
, Type of erd'lect
nontrivial effect on the envlronment. Effects
ces of both primary and secondary nature.
The followlng quesfions shatl be used as guidellnes to
nega+ive declaration or an environmental lmpact repor+.,rlte rrunknownn in yes./no column),
l. Could the project significantly change present uses
any acti vl ty wh lch may have any
i nc I ude env i ronmenta I consequen-
decid€ wh€ther to make a(lf answer ls unknown,YES NO
of +he proJect /a rea?
Does the p roJ€cf
p lans and th6 Vai
Could the p roJect
I mpo rta n t visua Itl or open space
|{l ll any na+ural
s lgn i ficantly conJI Master P lan?
affect the us6 of
va lue or p re-emp t
va I ue?
llct with appllcable general
a recreational area, or ar6a of
a site with oo+€ntial recreatlon-
.//
?
4.
are unique, +hat is, not found in other pa-rf s -of tha T-own, Counfy, ./or s+ate bi af f ectei? 4.-l-' 1// a,-tt a-/-.d,-Ei-+l Oa-"i'..<--f r'
ve cons+ruction of facillties on a s/224*2 4,)7o
/
ve construction of facilltles In an area of
ve construction of faci lltles in an area
Could the projec+ change exisiing features or involve consiructlon ,.,-In any Llood plai-n, natural. drainage-course, .or /aiertours€? -..7LtuA,./14J- Zl-a-.,---l - kz-l.u'J4-24-t/1.. 114--d .
ls the project, as parttof a larger project, one of a series of
l{lll th€ project remove substantial anounts oflng ground cover?
Could the project result in s i ga if icant chaLgeof the 6r€a? -
/La N*tt- /Lq*-.1
Could +ha projec+ result In the displacement of communlty
res i dents?
encourage deve lopment of p resent ly un-ty deve lopment of a I ready devr.. oped
ls +here appreciable opposition to the pr ...-l or is it llkely to
or man-made features i n the project ar€a hrh ich
l{ill the project invol
30 percent or greater?
Will +he project invol
geo log I c hazards? P-L,l
|{l ll the proJect invol
subJect to ava lanche?
Could +h€ proj€ct serve +o
deve loDed ar€as or Intens I
a reas ?
lope of _4
A
/
source, nesting place, crossl4g, winterirg arga, sourcelof wale", -/etc. for ri ldf if e-sDecjpsz ..4-,ta-<-c-r' f-+.-t 44,-, ZzZ - 4tJ _4- _AJ-@-L'rd a-lZ'.\-€- LCould the project significan(ly affecl fea.ring areas-or habitat90urq rn€ ProJecr 5rgnr rrcan.rty arrecl rea.rrnq areas or na0rrarot rish specl-es? 4tua' ;;4:;rr'12-2::-/;;;:J; /
,21-- 4 r' /
Are ther€ any rare oy' endangered plant species in the project
t.
10.
.
t2.
ta
14.
t5.
t6.
t8.
19.
cunulatlve actions, wnich although indlvidually small, may as a
whole have slgniflcant environm6ntal i nrpact?
Do€s th€ proJeci involve sxtenslve excavation or fl ll?
Does the project area or the project sife serv€ as a habitat, food
Could the project change exisiing features of any of th€ regionfs
sfream frontage or greenbelt areas?
vegetat lon Inc lud-
in th6 hydrology
r'
_4
be confroverslal?_4
zz.
23.
24.
a>.
26.
27.
2A.
Could the rpoJ€ct resulf
agr lcu ltura I land?
Could the proJ€ct slgnlfltlon, or cons€rvatlon of
Could proJ€cf alter localcant Increase ln trafflc
Addltlonal remarks:
20. |lt ll tpp.oject create new or aggravat€
2 ,. fllll the proJect involv€ ths appl lcatlon,
axlstlng
use or
N0
/
of
hea lth hEzards?
d lsposa I of
dus+ or odor?
of solld
YES
potentlally h aza rdous materlalg?
Could ihe proJect gen€rat€ slgnlflcant
Cou ld the porject genarat€ s I gn i f icant
lfl ll the project discharge slgnltlcantfastes?
amou n {b
no i se?
vo I unes
In damage to soll capabllity or
or I I qu I d.
loss of
cant ly at f€ct the potent I a I use, extrac-a natura I resource?
traffic patferns or cause a slgnlfl-
vo I ume or trans l.t servlce needs?
+/
/
/
Rcv I cr
Da tc
Check I I st
Ba3od on
p roJcct
For Iny pol nfs_ ansuarcd
+ry-
above revl ev,
nJI( clus€ any
ffi
ffi
Basod on the above rsvle|r, lt ls found that an Envl ronmental lmpsct Repoltls rtqulred.
Da tc
NEGAT IVE DECLARAT ION
(and th€ sfat€m€nt below,) lt ls found thrt thls
slgnl f I cant €nvl ronnsntal impacf .
t6 -J- 7 2
-
STATEMENT OF ENVIRONMENTAL EFFECTS
ycs or rrunknownf, the r€a9ons are a3 follorr:
400 frarLor dace
cokrrado gngs
cobr6do . 00917
303 596 7547
1O31 south trofi€e rodd \^€stp o box 1Ql4
vai.colrodo.81657
303.475 .0297
foundation
dngineerirp
April 28,
a
197
Re: Soil 6 Foundation Investigation
Proposed Res id enc e
Lot 10, Block 2
Vail V j"1lage Subdivis ion, 3rd Filing
VaiI, Colorado
Project No. 616
s-75-2-2
Conclus ions
1) The proposed strucEure should be supported by spread footing foundationsproportioned for a maximum allowable bearing Dressure of 3,000 PSF. The
foundations should also carrv a mi.nimum dead lcad pressure of at least
500 PsF.
2) The foundations should be extended down through the overburden soils and
severely weathered cldystone strdta to bear on the medium hard clays tone(shale) bedrock formation (see Figure No. 2),
3) The bottom of the foundation excavations should be level. A1I portionsof the foundation excavations should Denetrdte the bearing strata d
minimum of twelve (12) inches.
4) In sone areas, excsvation of the bedrock strata may prove to be difficult
due to the presenee of extremely hard layers withi.n the forrnation.
The uppermost layers of organic silty clay (topsoil) dre not consideredto be sdtisfactory for support of the ground floor s1abs. The underlying
natural soils or bedroek formation will be adequate to support the ground
f l-oo r s labs .
If filf materials are to be used for suppcrt of the ground floor slabs,
they should be approved by the soil engineer and should be compactedto at least 92% of maximum Standard Proctcr Densj.ty and within 2% of
optimum moisture contenc, per ASTM D-69n. The organic topsoil materials
should not be used for fill materials beneath floor slab areas.
A subsurface drainage system wilI be absolutely n:cessary. The draintile should be placed around the entire structure and should be connectedto a suitable outlet. The drain tile should be surrounded bv at leastfour (4) inches of c1ean, free draining gravel .
B) Type f cement may be used in aLl concrete.
9) It must be expected that ground water seepage will be encountered inportions of the foundation excavation. It may prove to be necessary to
))
6)
7)
Project No. 515
Page 2
install tenporary drain tile systems or drainage blankets within ahd
adjacent to the foundaEi"on excavations Eo facilitate construction of the
fourdations.
Seope
This reporr presents the results of a soil and foundation investigation
at the site of the proposed Williamson Residence to be locdted on Lot 10,
Block 2, Vail Village Subdivision, Third Filing, VaiI, Eagle County, Colorado.
The purpose of this investigation was to deEermine subsurface conditions
at this site and to formulate foundation design criteria for the proposed
s Eruc Eure.
Proposed ConstrucEion
It is understood that a single family residence will be constructed in
the area covered by this investigation. The proposed structure will be
one (1) Eo two (2) stories high with some basement and garden level areas.
The ground floors will- be concrete slabs-on-grade. Constructlon will be
lvood frane, supported by east-in-place concrete foundation walls. Loads
are expected to be lighE.
Subsurface Cond i,tions
The Eest pit excavations encountered approximately one
feet of highly organic topsoil materials overlying soft to
to very silty cIays. Severely weathered claystone (shale)
eounEered at depEhs which varied fron four (4) to seven (7)
sent site grades. Medium hard weathered shale bedrock was
Test. Pit No. 2, approximately eight and one-haIf (BL) feet
s urface,
(1) to two (2)
very stiff rllty
bedrock lrds en-
feet below pre-
encountered at
below the ground
Project No. 616
Page 3
Due to grOund water
in the area of Test Pit
not encountered by this
and d iff icult excavation conditions
medium hard shale bedrock strata was
cond it i.ons
No. 1, the
l-ac F ni l-
Discuss ion
The uppermost layers of organic topsoil, silty to very silty clays and
severely weathered shale are not considered to be satisfactory for support
of the proposed building foundations.
The structure should be supported by spread footings bearing on the
sEratd of medium hard claystone (shale) bedrock encountered at a depEh of
approximately 8.5 feet below the existing grades at the location of Test
PLt No. 2. The foundations should be eonstructed in accordance with the
reconmerdatlons contained in the Conclusions of this report. It is recornmend-
ed that the foundations penefrate the bearing strata a minimum of twelve
(12) inches for the entire width and length of the foundation system.
Due to the relatively high concentration of subsurface seepage water
at TesE Pft No. 2, excavation for construction of founddtions in this area
mdy prove Eo be quite difficult. To facilitate construcfion, it may be
necessdry Eo i.nstaLl drain tile systems and gravel drainage blankets within
the area of the foundation excavation. If Ehe €noun.t of grolrnd water seepage
is excessive, it may be necessary to construct an intereeptor french drainage
system upslope of the foundation excavation areas in an attempt to de-water
the main foundation excavation. This will have to be deterrnined during the
course of construction and will deperd signifieantly on the season of Ehe
year during which the foundation excavations are attempted. A very high eon-
centration of subsurface ground rrater seepage should be expected during the
spring and early summer months of the year due to snow melt, run-off and
precipitation cond itions.
Project No. 516
Page 4
Desicrn ard Construction Details
1) AII exterior foundations should be ptaced below frost depth.
2) Upslope foundation walls shouLd be designed to withstand a lateral
earth pressure at least equal to an equiValent fluid weight of 35 pounds
per cublc foot.
3) All backfill placed adjacent to exterior foundation wa11s should be
moistened and well compacted. Foundation backfill against upslope
foundation walls should be a granular maEerial to allov free drainage
adjacent to the foundation waLls.
4) ?he ground surface should be given a good slope away fron Ehe building on
all sides. ft is dlso recomnended that a shallow swale be constructed
upslope of the proposed structure Eo intercept surface water and divert
it around and away from the structure.
5) The use of an all-weather wood foundation is not considered to be suitable
for support of the proposed sEructure at this site.
5) Al-f material loosened or disturbed by the excavatlon process should be
removed from beneath foundation areas prior to placing concrete.
7) A minimurn of six (5) inches of clean gravel should be placed beneath all-
s Iabs- on-grade.
Cons truc Lion Ins pection
The analysis and recomrnendations submitted in this report are based
upon the daEa obtained from the two (2) soil test pits perforned at Ehe
locations irdicated on the location diagram. This report does not reflect
any variations whieh may occur between these piEs. The nature and extent
of variatlons between Ehe pifs may not become evident until" course of
Project No. 616
Page 5
construcEion. For this reason. it is recommended that the soiJ- engineer
inspect the open excavations. If variatlons then appear evident, it will
be necessary f,or a re-evaluation of the recommendations of this report to
be made afcer performing on-site observaEions during the construction period
ard noting the charaeEeristics of any varlations.
This report has been prepared in order to aid in the evaluation of
this property and to assist the architect or engineer in Ehe design'of
thls project. In the event that any changes in the desigrn or location of
the building as outlined or presenEed in this report are pLanned, the
conclusions and recommendations contained in this report shall not be con-
sidered valid unLess the changes are reviewed and conclusions of this
reporE nodified br approved in writing by the soil- and foundation engineer.
Respectfully s ubmitted,
{,"rul 7.$.r^"o^r.lp
Thomas E. Sunmerlee, P.E.
Pres ident
TS/eb
3 copies s ent
June 18, 1975
Mr. Joe Langrnald
L93 W, Beaver Dan Road
Vall, Colorado 8165?
Dear Joet
f am wrltlng to express my
si3.tln4; of the beaver ponds
that measures are underway
JAMES R MORTER ARCHITECT
regrets regarding the ternporary
near your homel and to assure you
to correct the situation.
A comUlnatlon of rrnexpected events nade lt tenporarily lnpos-
slble to eontrol or filter the vagt amount of water 6ncountered
durlng excavations for the proJect whlch is eauslng the sllta-
tlon. Through a combination of trenchlng, draln plper gravel-
lng the excavated area, and lf neeessary punping and spreading
future water, we antleipate rninirnal siltation frorn now on.
ltle share your regrets that this has happened, and look forward
to things retrrrning to norrnal very soon.
R. Morter,
ccr Dlana Toughlll
box oS5 r'a!! colorado 81657 (303) 476 5105
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PEtNs CTION REQUEST.
TOWN OF VAILPERMIT NUMBER OF PROJECT
DATE I : ,l'...:.'JOB NAME
INSPECTION:
CALLER
TUES WED THUR FRIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-r ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
o
tr
POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL EI FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr F}NAL D FINAL
'.. F APPROVED
CORRECTIONS:
tr DISAPPBOVED tr REINSPECTION BEQUIRED
DATE INSPECTOR
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- Pem(*.. 000213 74- o
TAP PERMIT WILL NOT BE ISSUED UNTIL TAP FEES HAVE BEEN PAID IN FULL.
GENERAL CONTRACTOR
PLUMBING OR MECHANICAL CONTBACTOR
Date Billd
VAII WATER AI{O SAI{ITATIII}I OISTRIGT
WATER Al{D SEWER TAP PERMIT
NAMEoF to, lt tt CtlnryteV,4 ZES,
LoCATION AND LEGAL DESCRIPTION
* To .kq * Flf-J
Blde. Dopt, - Whlts; - Wstor 9nd Sanltatlon - Gr€€n; - Public Work3 - Crnary; - Contractor - Plnk; - Accountlng - Goldantod
uc.no. ,/14- R
o.
Lrc. No. la 2^ - 3
sfzEoFfAPzw*er /X/L I s"wu 8l f Metersize /"
NUMBER or uwrs 4, B?? x $3oo.oo = a.ooun{.E-
'o
/'o
Town of Vail
nI,NCTRICAL PERMIT na N ane.iltgro *s.o.a-....(.*. il. ete c-. :....V t*o r.*-... 4 *.*.. - 8 1..-....
Date of Application-... ...........0..C-*-g..t*...>3--.-.-......-.......-.-.19.--- --7-:5-------.-.
Erectricalcontractor......ilt";-.--..--€u.9-T.KL(^..{-'!t).t.
Applicant..t..,{. 6.**t*-.....
APPROVAI.S
IQ
il-e*-*---u..
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
t70
$............................
$./'9r.MA.,8).-...
$............8 !=.!.A..
tra a. t. taa!tr! !a, allvla a!ltlt
24 HOURSI ADVANCE NOTICE
REQI,'IRED F1OR INSPECTIONS
.:- .'.',,,,,Q.
i)I llTlif CT, 1,. 0. Ilci: 6i.1
; V/'iI[,, CC]LC.'UrL:0 ti1.657
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Fir'r.:- llosc ca!>inets x l-'00 = -.'.--^---_-
Ser-vice St-ati.on
Swimr5.ng PocJ-
x30.00 = _:.-.tx5.00=-
:s 0.1-0 =
.4.
!5.
LG I r., -1., (l a>
1s't'
2riC
3r-dqth sB"Con\tent:ron
Per. Pcr"s,on ' 36, 3A = 38'ESFOIJITS
I>cr i trt s
Units
= 1.00 'i.il'iri.t * sB ':
' .g{\ ^'}6rlQt / lrya.1o i
.}..,,,.ou,'ng1.lreccili:).e,r:io1.t.c,f^ccJj]structiclnofa1]tl:.e:;j.rjen,;iaIanrl
co:t..iercial s.cr:ur.:til:i:sr 1'e u:stl;'j.Li shaf.f pelfc,:,::l a ph5's:ical in-
;;;;;f;;;-oi "ff prer"rjes !o <ieter.r:rj.tre t'he irt:r:-ii:cr of points tc
]r! nu..;"sseci acco:-,Jiirg to tirer,'later'aird Se"';en'J''ip Ice. a'ird.?ate
Sci:trclu1.:, aS .:rr,lcir,ieqi] anC 'cht, Dj-strici: sha-1f :nil<c ;:n5' ac!ju's'i::1"'':'tts
;;;;;;;i=i in 'ttre originai. tap fee paicl. Tiri.s inspectio;r.sha]l'
iiio 6etl:'r:d.rre tlie biilci.it:g, otrrrerr! water- ancl sei'tet- se'viccl
"1r61rg€.op
Boa.r-d of Director.s
Uail lrlater and Sanitation Distriet
&-* To*
'.t'.ti,,"t'0"''l'" *,rt'"'
l,ir'!'oi'it.-Q "-:*'1
g tre< f s€O5l:ti t\.JJf c. '" /OA'Ao--.
RoJicr /tU@; ARPHlricr / /4a-r'<'?.L'/ - /' -;'
EGAL DEscR ,r,o* X)T-1/A"L t, y'^*l l/-z/9u -y'#z*' *'
sE zoNE 4, , ?RoPosED usE(s) "tZc-t'/t'-c'z-/n^-?t'7"3) '
or srzE 4o.zE-- ; FRollrAGE ry 2aa I
ETBF.CKS: Requi red - Front --
4o-, sides /o t /o / ' Rear /-gfl--- '
Actua | - Front ' sides
-
' Rsar
-;
rtsTArice egruaill BU;LDlrlGs: Reouired J b'+ , Acrual ;
tEIGHT: Average Grade _-- Helght Allowed =--,
Ac-tual ---;
i.R.F.A. z t.?St Ratio, Allowable sq. rt , . O-t f{' >' , Aclual sq' lt'W22-;
:ol,tl.iERc|ALFLooRAREA:Percenia3ea|lowabte1-A|tbwab|esq.f+.
Actua I sq. ft.
IUILDING BULK CONTRoL: Allowable naximum length
-- ' Diagonal
lequl recj 0f f sets
] ITE COVE RAGE :
, Ac+ ua I length D iagona |
-
:
Allowable
DateZoningAdmi n i sti-ator
UTItiITIES APPR0vAL
ENV I RONi'lENT A L II.lPACT
Chai rman, Desi(1n Review Board
ToHn Eng i nee r
APP RO VA t l,layor Daie
.1{ l, Allowable sq. f t. 5^/?t<, Actuat /2 I
Actua I sq. {t. /f b z ;
,St^tat OPEi'l SPACE: Required 'fOO sq' f 't'i Actua! sq' ff"
Ground Levef
---5, --- -J ' conimon
TANDSCAPTNG: iequi red --b-gj, 14;&3-..e. it'., .Actual . I.-- ---".0't*.,
>ARKING AN.D LoADlrte : !|o. Required 2 , No' Actual r CoVdred Rs-
qui red
ZONING APPRO VA L
DES I GN REVlEll BOARD APPRoVAL
No.; Govered Actu; | ' I
Date Submitted
Date Subn i tte d
Date Submi tted
Zoni ng Review
Des i gn Revi en
Envi ronrnen t a I lmpact Review
, Dead I i ne Date
Dead li ne Date
for
lor
for
'to
D€ad I ine
as cer:ri+i33Extens-i on o{item
o{ Ordi nance No.
oaTe
I (Series ol l9?3 )by Sectlon
c0l'lirlEilrs:
I
. ltarch 11, 1975
Diana ToughilL
Zonlng AdnLnietrator
Town of Vail
Vall, Colorado 81657
Dear Dlana:
Ibe followl.og lnfonoation ls wLth regards to your zoolng check for the
proposed Byron l{illtamson resldence, on Lot 10, Block 2' Vail Vlllage'
lAird Fillug, l-ocated on Beaver Dam Road.
LotAreaj... 20,7828.t.
Propoeed Grose Reeldentlal Floor Area'" Propoeed Garage, Furnaee Room
Slte Area Covered by Buildlng
JAMES R MORTER ARCHITECT
4,393 S.F.
417 S.F.
2,562 S.E.
The hore le designed as a siogJ.e fanily resideacer'wlth no lnteatlons
of aaother reatal unlt.
. fhank you very urch.
Jamee R. Morter
box 795 vail colotado 81657 (303) 476 5105
,-/
t'c.(,
DESIGN RtVlTt,I BOARD
I
i
:
i
DATE OF.I4EETIIiG:
14EI,IBERS PRESEI.IT:
/tp/rs/E--t'
ACTION TAKEN BY BOARD;
l,l0TION:
VOTE: FOR;
" APPP.OVED:
DISAPPROVED:
#3
SECONDED BY
AGAIIIST:
iII
I
I
I
I
I
I
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_&JJ
SUMI'IARY:
I
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,:" I
{
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t,
ChYirnan of th ard . Applicant
rrvsPEGGN
TOWN OF VAlL
FTEOUEST
DATE JOB NAME
TIME RECEIVED-----:- AM PM CALLER
! orsen
MON
COMMENTS:
TUE
! pnnrrnl. LocATroN
READY FOR INSPECTION
WED THUR FRI AM PM
flappRovED E orsnppRovED fl nerNsPEcr
E upott rHE FoLLowrNG conRECTToNS:
CORRECTIONS
DATE
INSPECTOR
rNseecrGru
TOWN O
FIEOUESiT
F VAIL
DATE
TIME
JOB NAME
RECEIVED- AM PM CALLER
E ornen
MON
COMMENTS:
TUE
n pnnrreu LocATroN
READY FOR INSPECTION
WED THUR FR PM
ElnppRovED E orsappRovED E nerNSPEcr
E uporrr rHE FoLLowrNG conRECTToNS:
CORRECTIONS
DATE
INSPECTOR
rNsiPEclDN FtEeuEsr
TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E ornen
MON
COMMENTS:
TUE
E pnnrrel. LocATroN
READY FOR INSPECTION
THUR FRI AM PM
E appRovED ! orsneeRovED ! nrrNsPEcr
E uporu THE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
TNsPEcGN FTEBUEsT
TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
n orxen
MON
COMMENTS:
TUE
E panrrnl. LocATroN
READY FOR INSPECTION
WED THUR PMFR
! nppRovED E orsnppRovED f] n e rNsPEcr
E upott rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
rNseecrGru HEtruEsr
TOWN OF VAIL
DATE JOB NAME
T]ME RECEIVED- AM PM CALLER
! ornen
MON
COMMENTS:
TUE
! pnnrrlu LocATroN
READY FOR INSPECTION
WED THUR FRI AM PM
E nppRovED E orseppRovED fl nrrNsPEcr
E upol,t rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
DATE
INSPECTOR
INS]'ECGN
TOWN OF VAIL
FIEClUEST
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
florne a fl penrrnl. LocAnoN
READY FOR INSPECTION
WED THURMON
COMMENTS:
TUE PMFR
fl npp RovED
E upon THE FoLLowrNG coRRECTToNS:
CORRECTIONS
florsnppRovED E nerNsPEcr
DATE
INSPECTOR
DATE
TIME RECEIVED- AM PM CALLER
! ornen
INSPEC1Gru HEEUEST
TOWN OF VAIL
I plnrrnl. LocAroN
READY FOR INSPECTION
WED THUR AM PM
JOB NAME
MON
GOMMENTS:
FRITUE
! nppRovED
! upor,r rHE FoLLowlNG coRRECTToNS:
CORRECTIONS
I orsnppRovED E nerNsPEcr
DATE
INSPECTOR
tNsPEcrlFN HEouEsr
TOWN OF VAIL
DATE JOB NAME
TIME RECEIVED- AM PM CALLER
E orxen E penrrau LocATroN
READY FOR INSPECTION
WED THURMON
COMMENTS:
TUE FRI AM PM
! nppRovED
El upon rHE FoLLowrNG coRRECTIoNS:
CORRECTIONS
I orsneeRovED ! nerNSPEcr
DATE
INSPECTOR
rNspecloru
EAGLE COU
FIEOUEST
NTY
DATE
TIM E
JOB NAME
RECEIVED-- AM P I\4 CALLER
BUILDING
FOOTING
FOUNDATION
FRAMING
FINAL
PARTIAL
LOCATION:
COVER
REO, RATING-
SHEETROCK
VENEER
-
ROOF
PARTIAL
LOCATION'
PLUMBING
ROUGH
STANDPIPE
FINAL WDCS
PARTIAL
LOCATION:
MECHANICAL
VENTTLATION
H€ATING
HOODS
PARTIAL
LOCATION:
. ELECTRICAL
TEMPORARY
HOUGH
FINAL
n oruen
MON
COMM E N TS:
I panrral
R EADY FOR INSPECTION
WED THUR
LOCATION
TUE FRI AIVI PIVI
D appRovED
n uporu rHe
CORRECTIONS
T-l^,^^L,I DISAPP ROV E D
FOLLOWING COR R ECTIONS:
! nerNSPEcr
DA TE
INSPECTOR
-v SPECGN
TOWN OF
FIEGIUESiT
VAIL
DATE
TfME REcEtvEo 7! ocs o
NAME
CALLE
I pnnrrnl
REAOY FOR INSPECTION
WED THUR
/
@
COMMENTS:
,^, /a.'"o & *,
APPROVED
D upor rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
E orsnppRovED E nerNsPEcr
INsPECGN FTEOUEST
/VAIL
DATE
TIME RECEIV
JOB NAME
PM CALLEF
I panrrnu
READY FOR INSPECTION
WED THUR FRI ^@MON
COMMENTS:
APP ROVED
E upott rHE FoLLowrNG GoRRECTToNS:
CORRECTIONS
florsappRovED ! nerNsPEcr
J
Project No. 615
s-75-2-2April 28, 1975
SOIL E FOUI{DATION I}WESTIGATION
. 'Proposed ResidencehJ *il-2-U,ahz
lot 10, Block 2, 3rd Filing
Vail Village Subdivision
VaiI, Colorado
Prepared for:
Mr. Byron B. Willianson
c/o .Ianes R. Morter, Arehiteet
P.O. Eot 795
VaiI, C0 8L657
TABLE OF CONTENTS
Conclus ions
Scope
Proposed Construction
Subsurfaee Cond iti.ons
Dlscuss ion
Deslgrn ard Construction Details
Construction Inspection
Test Pit Location Plan
Test Pit Logrs
Test Pit logs - Legerd 6 NoEes
Swell-Consol- idat ion Tes t
Sunnary of taboretory Test Results
Page I
Page 2
Page 2
Page 2
Page 3
Page 4
Page 4
Figure No. I
Figure No. 2
Figure No. 3
Figure No. 4
Table No. I
616oo
TEST PIT LOCATION PT,AN
Project No.
4/24/7s
Lot X), Block 2Vail VillageThid Filing
Eagle County, Colorado
I
II
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----
Test PiE Loeation Figure No. 1
--------.r/
Tes tPir
O rnOrcates
Proj ect
4/24/75
No.516
8205
8200
8195
8190
818 5
8180
8175
TEST PIT LOGS
Foundation bearing
s trata
195
190
818 5
8180
8175
I
Figure No, 2
No.2
uoollr
tro
l,o
oAFl'Test Pit
No.1
l,oogl
co.r{
IJ
ro
oFltc7----
t
.------ \ooproxirnate ground
floor elevation
See Figure No. 3 for Legend 6 Notes
EIE CLAY -
CLAY - gilty Eo very silty, stiff, medium moist, brown to
reddish brown (colluvium).
CLAY (SEVERELY WEAfiIERED CLAISTONE) - stiff ' tnoist, brorm ard
gray.
CLAYSTONE (SHALE) BEDROCK - nediun hard, gray and brown.
Gnound water level; at time of test pit excavations
NOTES
Projeet No. 6L6
4/24/75
TEST PIT LOGS . LEGEND 6 NOTES
TOPSOIL - clay, oilty,
bIack.
LEGEND
soft, very moist to wet, dark brown to
silty, sofc to mediurn stiff, moist to very noistr^
to d;;k brown, with occasional gravel, cobbles ard
( colluviun).
brown
bouLders
N
I
I
-2
?
1)
2)
Ttre test pits vtere excavated with a backhoe on a/16/15
Ttre logs show approximate boundaries between the various strata
at the dates and-l0cations lndieated and iE is not warranted Ehat
they are representative of subsurface conditlons at other locatl'ons
ard times.
Figure No. 3
o*, ,t*s roNAL coNsoL rDAT toti .,rO
BOR I NG NO.
DEPTHT FEEI
NATURAL MOISTURE
CoNrENr' %
NA TURAL ORY
0ENSrrY, PCF
A TTERBERG IND ICES
z
az
(!x
UJ
z
z
;
t
az
()
ba.
LIQUIO LIMIT
PLAST IC L IM I T
PLAST I C INDEX
PERcENT SWELL
UNOER LOAD OF
SOIL TYPE
PSF
BOR ING NO
DEP IX, F EE T 4.9
NA TURAL MO I STURE
CorureHr, f -f6.-l
NATURAL ORY
DENSrrv, PCF 93
Arreneenc IND I cEs
LfQUTD LlMlr 42
PLASTTC LrMlr 15-
PLAsrlc lNoEx
-L
PERcENT Swelu -.,1Q-L
UNoER LoAD oF _trgq
PSF
CL
0.1 1.0
IOAD - KSF
1.0
LOAD -
10.0 20.0
z
z
X
trj
o
z
z
F
U'z
o
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+2
+1
0
-1
-3
SO I L TYP E
0.1
Thomas E. Sumnerlee
SoiI Engineering Laboratory
10.0 20.0
F I cuR€ No. l_
ProiecE No. 6L6
DaEe 4/28/7i-
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