HomeMy WebLinkAboutVAIL LIONSHEAD FILING 3 LOT 3 ANTLERS COMMONDesign ReYiew Board
ACTIO]I FOR}I
Department of Community Development
75 South Frontage Road, VaiL Colorado 81.657
tel: 970.{79.2139 fax: 970.479.2452
web: rvww.vailgoY.com
Proiect Name: ANTLERS OfiERIOR REMODEL
Prcject Descdption:
Partlcipants:
OWNER
ROBERT LEVINE
680 W. UONSHEAD PI-ACE
VAIL
co 81657
APPUCANT ANTTERS AT VAIL
Project Address:
ANTLERS DfiERIOR
Legal Description:
Parrel llumber:
Comments:
680 W. UONSHEAD PI.ACE
VAIL
co 81657
License: 305-A
680 UONSHEAD PL VAIL
DRBilumber: DR8080155
05/16/2008 Phone: (970) 47G247t
LocaUon:
ADD STONE VENEER TO CLOCK TOWER SEfiON
ANTTERS CONDOMINIUM ASSOCIAT 05/16/2008 Phone: 476'247 L
Loe 3 Bbck 1 Subdivision: Vail Lionshead 3rd
2101-072-0600-0
Motion By:
Second By:
Vote:
Condi6ons:
BOARD/STAFF ACTTOI{
Action: SIAFFAPP
Dab of Approval: 05/16/2008
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
(P|-AN): DRB approval does not consUtute a permit for building. Please consult with
Tontn of Vail Building personnel prior to construction activities.
@nd:201
(PLAN): 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
(PLAN): 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
ommenced and is diligently pursued toward ompletion.
Planner: RACHELFRIEDE DRB Fee Paid: f25O.OO
I,
Application for Design R
ruml Department of Community Development
75 South Frontage Road, Vail, @lorado 81657
tel: 97O.479.2L28 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. 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 Department. The project may also need
to be reviewed by the Town C.ouncil and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction oommences urithin one year of the apprcval,
Description of the Request:9lo*r> t)<-"t-z.e Tz.Po,rr-
EEiEilVF
MAY i 6 2008
TqwN OF VAIL
Physical Address:bf\ w LtnslvJ Fc
Parcef No.: Zt o lo?AoG OO (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning: (9rrw*&trt-
Name(s) of owner(s): **tl-,t-s *f t/*c+
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
Mailing Address:
bgo t^r !..t^t hcal PC
Phone: Q1o 4lL Z.t1l
E-mail Address: tarpc@ crn*\zesrr*rr-.ccn Fax:atlo V-1V tt.{ta
Type of Review and Fee:
D Signs
tr Conceptual Review
tr New Con$rudiontl Addfion
W- Minor Alteration
{ (multFfamily/commercial)
tr Minor Afteration
(singlefamily/duplex)
D Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addfion where square footage is added to any residential or
commercial building (indudes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window addiuons, landscaping, fences and retaining
walls, etc.
$20 For minor changes to buildings and site improvements, such as,
re.rcofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For revisions to plans already approved by Planning Staff or the Design
Review Board.
No Fee
existing
example of old
exposed aggregate
proposed example of new
stone veneer
fiLE_qg[,o
Vqil
'l4l Eost Meodow Drive, Suite Bl 78
Voil, Colorodo 8l 657
970-47 6-8700
Fox 97O-47 6-2366
IRREVOCABLE STAI\IDBY LETTER OF CREDIT
Date oflssue: April 15,2004
Amount: $72,800.00
Number: 4450113733
Expiration Date: April 18, 2008
APPLICANT: ANTLERS CONDOMINIUM ASSOCIATION,INC.
BENEFICIARY: TOWN OF VAIL
PURPOSE: Public improvements to the East and West intersections
of the South Frontase Road and West Lionshead Circle
To Whom It May Concern:
We hereby establish in Beneficiary's favor, at the request and for the benefit of Applicant, our
Irrevocable Standby Letter of Credit in an amount not to exceed $72,800.00 (U.S. $72,800.00)'
The purpose of this letter is to secure the performance of and the compliance with, the agreement
by and between Applicant and Beneficiary, dated April 8, 2004 and titled "Financial Security
Agreement".
Beneficiary shall promptly notif, Bank when a default or event of default of said agreement
occurs. Your notification shall include any notice or order required to be sent to Applicant
pursuant to the agreement. Notice shall be by telephone and in writing to:
Alpine Bank Vail
Attention: Andrew Karow
l4l E. Meadow Drive
Vail, Colorado 81657
Phone (970)476-8700
We hereby agree to honor drafts drawn under and in compliance with the terms of this Letter of
Credit if duly presented to a loan officer at 141 E. Meadow Drive, Vail, Colorado, during normal
business hours on or before the expiration date. Partial drawings are permitted. This Letter of
Credit is not transferable.
The conditions for payment of any draft drawn against this Letter of Credit are as follows:
l. Receipt by Bank of Beneficiary's manually signed statement by an authorized signatory
certiffing that Applicant has failed to perform with, or comply in accordance with, the
provisions of said agreement by and between Applicant and Beneficiary, and stating the
dollar amount of the default.
www.oloinebonk.com
2. Presentation of the original Letter of Credit to Bank, endorsed on the reverse side with the
words: "Drawn by Town of Vail in the amount of $72,800.00" then manually signed by an
authorized signatory.
This Letter of Credit shall be governed by Article V of the Uniform Commercial Code as in
effect in the State of Colorado on the date of issue. This Lefter of Credit sets forth in full the
terms ofour undertaking, and such undertaking shall not in any way be modified, amended,
amplified or limited by any document, instrument or agreement referred to herein, or in which
this credit is referred to, or to which this credit relates; and no such reference shall be deemed to
incorporate herein by reference any such document, instrument or agreem€nt.
ALPINE BANK VAIL
iew Karow. Senior Vice President
www,olplnebonk,com
Design Review Boad
ACTIOI{ FORltl
Department of Community Deyelopment
75 $outh Frontage Road. Vailn Colorado E1657
tel: 970.479.2139 fail 970.479.2452
web: www.vailgnv.comooatttfw rElEuFtEnf
Prcject Name: ANTLERS STAIRWAY
Proiect Description:
ANTLERS AT VAIL EXTERIOR STAIRWAY
Participants:
DRB Number: DR8080100
04ll4l2ffiB Phone: (970) 476-247L
Lociation:
OWNER ANTLERS CONDOMINIUM ASSOCIAT 04lL4l20OA Phone: 476-247I
ROBERT LEVINE
680 W. UONSHEAD PTACE
VAIL
co 816s7
APPUCANT ANTTERS AT VAIL
680 W. UONSHEAD PLACE
VAIL
co 81657
License: 305-A
680 UONSHEAD PL VAILProject Address:
ATTffRS COURTYARD
Legal Description:
Parcel Numben
@mments:
Lot 3 Block: 1 Subdivision: Vail Lionshead 3rd
2101-072{600{
Motlon By:
Second By:
Vote:
Conditions:
EOARD/STAFF ACTION
Action: APPROVED
Date of Approval= 04 | l4l 2Q08
@nd:8
(PI-AN): No changes to these plans may be made without the writren consent of Torun of
Vail staff and/or the appropriate review committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consuft with
Town of Vail Building personnel prior to construction activities.
@nd:201
(P[-AN): 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
(PI-AN): 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: MCHEL FRIEDF DRB Fee Pald: S250.0O
Minor Exterior Alterations
Application for Design Revi
Depaftment of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2128 taxi 970.479.2452
web: www.vailgor'.com
General Informatlon!
All projects requiring design reriew 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 Rwiew
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a buildlng pennit ls isiued and construction commenc€s within
one year of the approval.
Description of the Request:l;r,nn ol ( x L<,'on '/Ltu,
I
I.-J
ill vrFR
location of the Prcposal: Lot: ) Bbck:suuotvision: fHL Larrc\FAf. fFt
Physical Addrcss:
2\o to
Zoning:
Name(s) of Owner(s):Arvcerz> *r /hC_
l{ailing Address:bta l'r/.-to/sga+D 17-
Name of Appficatrt. t+ArLels .+r /+tL
Mailing Address:bqo / ua>'tH€/+P Vc-
A+lL ao el/ost Phone:
E-mail Address: Fax:
tr
tr
trl
tr
Type of Review and Fee:
tr Signs
E Conceptual Review
New Construction
Mdition
Minor Alteration
( m ultFfamily/commercial)
Minor Alteration
(single-family/du plex)
Changes to Approved Plans
Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
r€-roofing, painting, window additions, landscaping, fences and
retaining walls, etc,
$20 For minor changes to buildings and site improvements, such as,
re-roofing, paintng, window additions, landscaping, fences and
retaining walls, etc,
$20 For revisions to plans aheady approved by Planning Staff or the
Design Review Board.
No Fee
tr
u
(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Owner(s) Signabre(s):
For Ofiice Use Onlv:
Fee Paid: A6lJ- '
ANTL€RS AT \NIL
CONDOMINIUMS & CONIERENCE CENTER
680 W. Lionshead Place Vail. CO 81657 97M7d2471 97V476-1O12 tax www.antlersvail.com
MEMORANDUM
To: Town of Vail, Community Development
From: Robert LeVine, General Manager
Date: O4l1,,llOB
Subject Courtyard steps
Please be advised thatthe Board of Directors of the Antlers
Condominium Association has approved the minor exterior
alteration proposed for the steps on the north side of the
courtyard.
Please call me if there are any questions.
Robert LeVine
General Manager
Ogn*.&Itr El,EloFtGfif
Design Review Eoard
ACTION FORt*l
Departrfl ent of Comrn unity Development
75 South Frontage Road, vail, Colorado 81657
tel: 970.479.2139 taxi 97D.479.2452
web: www,vailgov,com
Project Namer ANTLERS SIAIRS
ProJeGt Description:
Participants:
ProJect Address:
Legal Description:
Parcel Number:
Comments:
Motion By:
Second By:
Votei
Conditions:
DRB Number: DR8070015
FINAL APPROVAL FOR A MINOR ALTEMTION TO REMOVE ILLEGAL STAIRS AND INSTALL A
SET OF CODE COMPUANT STAIRS ON THE NORTH SIDE OF THE ANTLERS COURTYARD.
OWNER ANTIERS CONDOMINIUM ASSOCIAT01/22120O7 Phone: 476-2471
ROBERT LEVINE
680 W. UONSHEAD PI.ACE
VAIL
co 81657
APPUCANT ANTLERS CONDOMINIUM ASSOCIAT01/2212007 Phonet 47 6-247 |
ROBERT LEVINE
680 W. UONSHEAD PLACE
VAIL
co 81657
680 UONSHEAD PL VAIL Location: ANTLERS
LoB 3 Block l Subdivision: Vail Lionshead 3rd
2101-072-0600{
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 02/0612007
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review ommittee(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
of final approval, unless a building perrnit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: 113
Planner: Bill Gibson
All development applications submltbd to the Town after the effective dabe of
Ordinance 25, Series 2006 shall be subJect to the pending employee housing
regulations in whaterrer form they are flnally adopted; prwlded, howwer, that if
the Town fails to adopt the pending employee housing regulaUons by April L5,2007,
this Ordinance shall not apply to such development appllcaUons.
Cond: CON0ffi8674
Prlor to application for a buildlng permlt the applicant shall revise the plans to
fully comply with all applicable bullding code requiremenb.
@ndr CON0008675
The appllcant shall malntain a drira lane width adjacent to the steps of no less
than 15 feet 5 lnches.
DRB'FeePald: S25O.0O
Minor Exterior Alterations
Application for Design Review
Departrnent of Community Development
75 Soufi Frontage Road, Vail, Colorado 81657
tel: 970.479.2128 tax: 970.479.2452
web: www.wilgw.com
General Information:
All projects requiring design rwiew must receive approval prior to submitting a building permit application. Please
refer to the submittal requiremenE for the particular approval that is reque$ed. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Torvn 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 apprcval.
(R€\ uts;>nt- 4 str- cr s*et c>*
-
Desctiption of the Request:
'en T--7/ fr T1_(\t t o\><T-
Location of the Proposat: tot: 3 glock: / Subdivision:Lt',,tstkV5 3R4 tt t,u
/ a'> - , \ . -t - O-
Physicaf Address: (- OO D. Lp.:Sicvb ft.
Parcel No.: L lo I o IZP 0 qO (Contact Eagle C.o. Assessor at 970-328-86,10.for parcel no.)
:E---< C@L L/llql
Name(s) of Owner(s):C-r.*.-n t-t | 'r4
Maifing Address: e 9o (). Ltu^rstlt4't Pt.
Phone: n7c'7/? |
Owner(s) Signature(s);
Name of Applicant:
Mailing Address:
E-mail Address:
o
T)fri
o
\,
o
o
-bulType of Review and Fee:
O. Signs
tr C.onceptual Review
E New Constructiontr Addition
Minor Alteration
(mulU-fam ily/commercia l)
Minor Alteration
(si ngle-family/duplex)
Changes to Approved Plans
Separation Request
$50 Plus $1,00 per squarc foot of total sign area.
No Fee
$6s0
$300
$2s0
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For revisions to plans already approved by Planning Staff or thetr
o
$20
$20
No Fee
lc.
Design Reviaru Board,
C<:.J>t t;tt,',a /tt I ue vfD; )
ffi
WRITTEN APPROVAL LETTER
r,(print ," ", [?-o,*.- l-t/,-a T;#,1#f,caredat
Ggo Q, Lr"rrlJ.n,r. Pt. - -
provide this letter as written approval of the plans datea r / t C / o 7
which have been submitted to the Town of Vail Community Development Department for the
proposed improvements to be completed at the address noted above. I understand that the
proposed improvements include:
Ref4cutv r-lr -3 s4p6sn^>i lnf S o/v nk
,*tatrd S ut{ ol 71,t C-ouar\Ana c,^t trTf
}4tz$t.rrL o-,et zdrtr rtzc>T- cA{ t f ,J&i\slAf .
Additionalln please check the statement below which is most applicable to you:
F I request that all modifications, minor or otherwise, which are made to the plans over the
aurce of the review procus, be brought to my attention by the applicant for additbnal approval
EJ/ I understand that minor modifications may be made to the plans over the cource of the
revtEw prorcs to ensure compliance with the Town's applicable codes and regulations.
(p'
(Inilial here)
before undergoing further revbw by the Town.r\
(Initial here)
MINOR EXTERIOR ALTE RATIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General lnformation:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios,
water features, grading, or the addition of rebining walls.
I. SUBMITTAL REOUIREMENTSI'*
o Stamped Topographic Survey*
D Site and Grading Plan*
o Landscape Plan*
o ArchitecturalElevations*o Exterior color and material samples and speciflcations.
o Architectural Floor Plans*o Lighting Plan* and Cut-sheet(s) for proposed fixtures
o Title report, including Schedules A & B to verify ownership and easements*
o Photos of the existing site and adjacent structures, where applicable.
o Written approval from a condominium association, landlord, and joint owner, if applicable
o Site.specific Geological Hazard Report, if applicable*
o The Administrator and/or DRB may require the submission of additional plans, drawings,
specifications, samples and other materials (including a model) if deemed necessary to
determine whether a project will comply with Design Guidelines or if the intent of the
proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with an asterisk (*).
**For interior conversions with no exterior changes, the submittal requirements include a complete set of
existing and proposed floor plans, a title report, and written approval from a condominium association,
landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
Project Name:A*n*t cDvLr .fzz:/S
Contractor Signature
oatesisnea r /rc /o?
F: \cdev\FoRMS\PERMITS\Plannlng\drb_minor-alt-1 1-23-2005.d0c
111231200s
Page 3 of 13
Topographic suwey:r Wet stamp and signature of a licensed surveyorr Date of surveyr North arrow and graphic bar scale. Scale of 1"=10'or 1"=20)o Legal description and physical address. Lot size and buildable area (buildable area o<cludes red hazard avalanche, slopes greater than
4090, and floodplain). Ties to existing benchmark, either USGS landmark or sewer invert, This information must be
clearly stated on the survey. Property boundaries to the nearest hundrcdth (.01) of a foot accuracy. Distances and bearings
and a basis of bearing must be shown. Show e\isting pins or monuments found and their
relationship to the established @mer.. Show right of way and property lines; induding bearings, distances and curve information.. Indicate all easements identified on the subdivision plat and recorded against the property as
indicated in the tiue report. List any easement restrictions.. Spot Elevations at the edge of asphalt, along the street frontage of the property at twenty-five
foot interuals (25'), and a minimum of one spot elwations on either side of the lot.. Topographic conditions at two foot contour intervals. Existing trees or groups of trees having trunk with diameters of 4" or morg as rneasured from a
point one foot above grade.. Rock outcroppings and other significant natural features (large boulders, intermittent streams,
etc.).. All existing improvemenB (including foundation walls, roof overhangs, building overhangs, etc.).. Environmental Hazards (ie. rocKall, debris flow, avalanche, weUands, floodplain. soils). Watercourse setbacks, if applicable (show centerline and edge of skeam or creek in addition to
the required stream or creak setback). Show all uUlity meter locations, including any pedestals on site or in the right-of-way adjaent to
the site. Exact location of existing utility sources and proposed service lines from their source to
the structure, Utilities to include:. Cable TV Sewer Gas. Telephone Water Electrico Size and type of drainage culverts, swales, etc.. Adjacent roadways labeled and edge of asphalt for both sides of the roadway shown for a
minimum of 250'in either direction from property.
. Site and Grading Plan:. Scale of L"=20'or larger. Propety and setback lines. Existing and proposed easements. Existing and proposed grades
r Existing and proposed layout of buildings and. other structures including, decks, patios, fences and
walls. Indicate the foundation with a dashed line and the roof edge with a solid line.. All proposed roof ridge lines with proposed ridge elevations. Indicate existing and proposed
grades shown underneath all roof lines. This will be used to calculate building height.. Proposed driveways, including percent slope and spot elwations at thg property line, garage slab
and as necessary along the centerline of the driveway to accurately reflect grade.
. A 4' wide unheated concrete pan at the edge of asphalt for driveways that o<it the street in an
uphill direction.. Locations of all utiliUes including existing sourcets and proposed service lines from sources to the
structures,. Proposed surface drainage on and off-site.. Location of landscaped areas.. Location of limits of disturbance fencing
F:\cdev\FoRl"ls\PERMm\Planning\drb-minor-alt-U-23-200tdoc Pag€ 4 of 13
ANTL€RS AT \NL
CONDOMINIUMS & CONIERENCE CENIER
680 W. t$nsh€ad Place Vail, CO 81657 970176.2171 97047S1012 fa( u,wr'v.Er lersvail.oom
MEMORANDUM
To:Town of Vail, Gommunity Development
From: Robert LeVine, General Manager
Date:01/16/07
Subject Exterior Alteration - Courtyard steps
Please be advised that we installed some steps on the north side of our
courtyard several years ago (see attached photos). Because it's a shortcut from
the lobby to the north elevator, prior to installing the steps many of our guests
were cufting across the garden and jumping down the 27' from the planter to the
courtyard bvel. We built the steps under the heading of "lf you cant beat 'em,
join 'em". We used the same sandstone that makes up the caps on all of our
rock walls, and installed them without a permit (please forgive us). lt never even
occuned to us that a permit was necessary. Last year, we started to question
whether the steps met code and subsequently added a handrail, confident that
would do it.
At this point, we'd prefer to leave the steps exactly like they are. Given that they
were put in as an afterthought, and don't even really need to be there, we do not
understand why they need to be any larger than the existing top landing of 30" x
36'. Hourever, if they are too small, then we propose to simply make them bigger
in order to meet the Town's requirements. The attached drawing reflects a size
of 48' x 48" on the top step, leaving a 15'6" drive lane to get past. As you can
see from the pictures, the shape of the planter just east of the steps is such that
they do not (and will not) impede traffic into the courtyard. lf we must rebuild
them, the materials and general design would not change from the existing.
I believe there may have been some question about the stepping stones through
the garden, leading from the steps to the walkway. We had already planned to
reoess those stepping stones into the soila bit more, but had planned to wait
until spring when the ground wasn't frozen. Again, since it isn't a despned
souroe of egress and there are other logical paths of egress, we'd like to
basically leave those stepping stones alone. As with the steps, if we need to
make changes in order to satisff the town, we will.
Thank you for your consideration,
ZMIL
Robert LeMne
General Manager
<t -2i.
't-
I
Ii-/: z
3/ttL
ilt- g
J
CL
| *'l'':-
' ;<'.{-
y'-t.:': - .J'-:'r=.:'.": -.--=: -''.-.:-'t i1't' :..:''ii-
.>-' : +'.Y. 1.*'-:--.wrt ': --'C-f .,>f-+
-l
-;r .
.t .:
J I .'
..r {
4'.'*.'-".,-lryi-Fi'^.t*''.}:../-'r.''.i.+.:....'i,",..+,\.-:'-.;.;.'l1.--.-'...{r-|.)--!.1..
ri, I| l ;l'..:.r',.1"; j:,l ;,j j: i;1$-#;l-i :i:i:i' : *:li; iij_::lili
-. -..i.,*.;-'.-l-r.:-.,*.;- -i")-',*;-' -f ..}';r;.t e{L- }-.t..}-'.. 1..1--.i * l *.,...'.i>,",a-.-.{.-+++
1}.1,.|:...?l'.:.,..t.i"<>.l"i].'.i'.':.-/.}J,'JL'\',:,'+4,,).,i+.'':.-1-,\4'.{*t.\'Jl-;r/r.
f
/..}'{:'t 'r'4}J'i"-f.";'<.of"i':' 'i..'',...f i} 1"i,' +{ "i +n: ..,-/'} i'rt."-t'J: -}4' i .,'.*.,1- ir.t.i.
1-- 1: ,-,:v.- i.:- ,r- .: .i f ,'.,'-'{*?+*t- *7-".*i-;1'.;,t--,-'-;-'s--r ,:.t-.i*.'.; -,3$ '-,--r
-'. {.-:-5-j-,:r;; -:'-iJ\--'.i-,.i- y *11.-i),1i- .r.; '1-,*,i -it ,j -,\. .: -! ,i 4--i ,- r. '>. ;, ..>+ 4 .. -.... t,.'' .,, .-:) ,i , . (..r.,...-).ii' ;r',; N I,,t ' .:-,"'l'.,ri'-i,Yi,.:i.{..ll,;..'i-S *.lt'i,i.- i ,'...':...i-.C...-..tSi---..,-F,v;- :-:.-r.'F,!a; -:."-;' t-;* i -.V' -i * I-<r-. l) ^ ! ,i ;- ) ) ;. ;,r i i j.; .: -.. ! j\r :j
,.: *1'* ''-. >--.. ,a -.'r{.;*.,r-. .,.'-.fi:a,-r:,J;;i.-:Gi#i:Ifi .:,gi'3j...{:i-.:t,iJ;:;:fr1r€$::;:.:::
. .: .-,s: i' ,-.* ...'-.+ .-.-\-+.>-l-i.-i'.l----'\-'--'-- \ -^*'\-r\ - I -.1.,L-r'-'r-t,-. --J{ffi$$affi,,=s\
ffil e NltsE pi"f*,ti';i.{{ fr. l ';'it:,
is.isxii;."l'f,il\ SU.lt \:?EEli ii'= E.; iilt"1: ; El.ll e?EFH.3;:_.1F,fl{ z
rr:1-t'*'7
:-?.1 '.
i-j Sl _ rI\ il i '* --i.i+ i-i.t' i A\ LI ..L_i._I*,,, -:, ,l
illL?+\{tl #*E'#i$ri''''[[l 'r e \ Ilf ll , i 'i'i',b. 'i+ :'-'"7
f$S \ "dNK+i;:;:i e E ;;:i iil,::,"tr;:;: s:;:,:; l:i+.1 [i:t;'+ j l:i E.3 .-- i;'i- ! .,' '..+.iJ, o..lT; r .;< .:
:".i
"YJlll $q.13
- \H N;lri i-:..il it'r;tfi.i:.ir:: i'i'',-
i"iril$":
i.i
$#JI \,, i* *(: i vt'ri'fii{:i+i:i,'*i.ffi t
7L' -. ->- f^'..r\.. -.e (9 :. :. )'-"\-.\.-r'*- -r^
$.'.'{rt; <) .; ": at I ; s:. J.i...i,. :
:i:! i|i:r|-r,i i :nii;li; "TFW;:I-'ri.:ii i$fiIl i++
,,, ila il[,. lfii-*iu-l
z.
+2
GL--t
r3
U[it=qT
/+rntt"t|" {,t s
Decisn Review ,or!{ 3 / n"tt"'s
ACTION FORl,l
Department of Community Development
75 South Frontage Road, vail, colorado 81657
td: 970.479.2139 faxi970.479.2452
web: www.vailgov.com
A
Proiectilame: (#lett CooJornla;*r.. fu1,Jo"..,s DRBNumben DR8060013
Project Description: + Sl:J''^t1 6 iuro\o'o
This applicalion is b serve as a "blanket approval" of window and sliding glass door replacement
within the Antlers Condominium project. This application has reviewed and approved the style
ard color of the replacement windows and sliding doors.
Pafticipants:
0U L9 12005 Phone: 47 6-247 L
01/19/2006 Phone: (970) 476-247t
680 W. UONSHEAD PI.ACE
VAIL
co 815s7
Liense:305-4
680 UONSHEAD PL VAIL Locauon: ANTLERS AT VAIL
LoB 3 Block Subdlvlslon: Vail Lionshead Filing 3
2101{72-0601-9
See Conditions
BOARD/STAFF ACTION
ACtiON: STAFFAPR
Dab of Approval: 01/30/2006
Cond:8
(P|-AN): 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 consUtute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
@ndr 201
DRB approval shall not become valid for 20 days following the date of approval'
@nd: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
aM is diligently pursued toward completion.
Cond: CON0007814
6ni[ tfrY lEt|ELanG|{t
OWNER ANTTERSATVAIL
680 W. UONSHEAD PL
VAIL
co 81657
APPUCANT ANTLERS AT VAIL
Project Addrcss:
Legal D€scription:
Parcel Number:
Commenb:
Moton By:
Second Byr
Vote:
Conditions:
That only the approved window and sliding door design be submitted as repalcements
on all future builidng permit applicaUons, until such time as a new DRB approval is
given for a change to this apporval.
Planner: Warren Campbell DRB Fee Paid: $25O.OO
IIII]IOR EXTERIOR. ALTERATIO]IS
TO BUILDIITGS AIID SITE IItrpROVEltlEtlTS
SUBIIIITTAL REQUIR.EilET{TS
Grronllnfonndon:
Thb apdkatfn b rcqulred br popcab invoMrE mlnor qterbr ahentlors and/or sfte lmFwetnents.
Propcals b add landscaplrc do not rcquirc DRB apprornl unless fiey irwolve the additbn of patbs,
water fuaturcs, gradlrE, or the adtlthn of r€talniry walb.
I. SUBIIIITTAI REIOI,IRETTIETITS**
o Stamped Topografik Suwqfp SIE and Gnding Plan*g tandscape Phn*o Archlbctural ElevatlorE*q Edefi)r color and mabrlal sample and spedficatiorE.q ArchlFrtural Floor Plars*q Lbhfing Plan* ard Cr.t-shee(s) br pmposed fttwess Titb repo& ircludlrp Scieduks A & B b verify owneahip and easemenb*a Phobs of the ab,tlrg site and adtscent structur€s, wherc applhable.
o Wrttten appronal from a condominium assochtio[ lardlod, and Joint owner, if applhau€q SlFspeclflc Geologlcal Hazard Repo( f apdkatrh*q The Admhbtrabr and/or DRB may ltq.rfe tfte submbslon of addlUonal phns, dnwirgs,
sp€cfrc*bns, samples ard o&€r mterlab (indding a modd) if ffi neoessitry to
debflnlne whefter a proJ€t wllt omply with Design Guklellnes or if tfe lnEnt of d|e
propcal b nd cl€arly lrdcaEd.
?la,p sDnA tlre (3) @ a/fr c adaiab aM wiat an wairit /).
*tFor Interbr conve6hrE wlth no e<Hlor dnns, the submittal rcquircments Include a comdete set of
sGtlng and proposed floor plarr, a title repoG and written apprwal from a ondominium asoclatbn,
hrdbd, ard Firt owner, lf apdhable.
I havs ruad ald undantand ttc abovc lbtrd rubmltirl FqulrsnGntt:
P]oj.ct ]Lm€:Rfrulctmttr
GoilncbrSign&nq
Dfr Slgrd
F:\cd€'r\rc$6\PERlrfslPLnnlng\d6_mimr_.lt_U-23-2005.da
fl/23l?{l0,s
Pag€ 3 of 13
PROPIOSEI' ilATERIALS
Bulldm l,latdeb TYpc of t{.bdtl Color
Roof
Sktry
Ofrcr Wall Matemb
Fascia
Soffits
9tte<-e>
Doo|s
Door Trim
HandorHRalb
Flu€s
Fhshlru
Chhneys
Trash Enclocur€s
Grcenhous€s
R€tainirE Walb
E<terlor tigltrB
Oft€r
tob:
Phase speclfr the manufactrrc/s narne, the olor mrne and number and attadr a color chlp.
F:\cd6r\FoRt4s\PmMlT5\PLnning\drb-minor-aLu-23-2005.dc Page 6 of 13
fiE lm0s
t4-A€ -a Exsfi2j,
Wfndorvs - Vtr4€rJ,lELii+ Ttp/\59 66D€e Ut)Dor.J f,u,msw.te - SicrryP*c;fr'<
Wfndorv* - hhb tJuilnj QWs I t+te*anr 4+posppe - ktr'v
Mlnor Exterior Albrations
Applicafron for llesign Review
Depadment d Commqlty Devdopm€nt
75 South frontagc Roa4 vall, Colora& 81657
dt 970.48,218 tu':. 97O.479.21s2
w€br vvww.\rall9w.cofil
Gcncnl Inlbrmrdon:
All Frotects r€quiling derlgn reviu mr6t recdv. approyal prlor b s.6rnlt0ng a building pemit apdba0on F{cce
reer m Ure $irmlEal requirements br f€ parucdar apprcval tfiat is rcquc6ted, An applha[on fur Dcslgn Rdiew
canrbt be acceped undl alt rcqulrcd lnfunnauon is r€cdv€d by fie Commmtty Devdopficnt Deparunent Tt€
pot€ct rnay afo nceA b be ra/iew€d by the Torvn Council and/or thc Planning and ErwlonmenEl Cofimlsgon.
irlgn niirw rmrovrl hprr unlci r Doldlng pcrmlt h banod rnd ccr.ltuc:lion conrmoca wldrln
ono ycr of thc rgprovd.
Dccrlpdonof dtr Rory€t:
Phyrhellddrs:Uso tD L.o^Sl^.4d 7t-fte
Parcdlfo.: '(aleZZaC"f l? (contact
Zonhrg:
tlamc(r)ofGrtw(tlz A*nt-eos *f JiU-
l{alltffddrcn: {4(O uJ Lra4st-rd"*o PL
Plpne: l?
Ornrr(r) Sl$tabrt(r):
l.lalllng Addrcr:(o1O tD Lt o t4s
llHL lrA flbet Phorp:
E-rnafl Addrs. KAO gwn-EztdkrL,
U
7cwor
D
D
h
(/u
IYpc of Rnlcw ard Fca:
tr SlgrE
tl Con@pural ttevkw
tr ilafl CmEuctiorltr Addtion
/ tttnor AtEraUon
(mulu-family/cornrnerclal)
tr Mhor Albration
(sindc-frmily/d^do()
tr Chang6bApprwed Plans
tr S€pdadm Rcq^Est
$50 Flus$t.oop€rsquacfrotofbtalEgnar€a.
1{o Fee
i650 tur onsiluctoi of a rEw tulldrE a demo/rchdld.
$300 For an addton wls€ sqraE frobge is added b arv rs$dentrl or
ornmercial building (lncludcs 2$ addi8ons & inEior corncrcons)'
$250 For minor charEEs b hrlldhgs and gte hprqrcmcnts, $dl as,
re-rmfirB, pdffirE, whdow addldorts' lmdscadry, ftnces and
Gtaining walls, cb.
$Ul For mirs changEs to br{ldingE ad siE lmpro/cments, Ldl as,
e-roofing, paflnttrE, windorY addluons, lanGcadrE, frrFes a.ld
€taining walls, €tc.
f20 For r€vlgons b Car|g alrady approt ed by narrlng Sff or the
Deslgn Re\rt€w 8oard.
l{o Fee
Loodonof tfio Prepolt: t-ou 3 gbct:
A$sessor at 970-328-8640 tu parcel m.)
tlanrofAppllcam: Artrt-eras ,Af r,l,+tr'- - , A,tl3 reurruc-
H'ffists oono.U473 *,4
M.erao"iq, Z-' /.t-O 6 DRBNo.:
f,ECE rVE 0
JAN | 0 2006
original
replacements
!'ATE;
DESIGN REVIElX
STAFF APPROVA!-
ITCQ
| .\/-
L, eFF: LP r-
--
original
replacement iC;Vvlrl OF VAIL
DESIGN REVIEW
STAFFAPPROVAL 1
I O r'-', /--\f \l' 5) '\'/ u, 'r
&1,{,FF:
ldg.i,t+,STATEOF COLORADO
DNISION OF F IRE.S,4F ETY
t
PLANREGISTRATIONFORM
,re-.e"J Ss-f
-."'(,Jll.2
(Cenified Fire Suppression Inspector)
ftil ConhactorRegistrationNumber
ContractorsName W*,. | .
System Test
Signature
Certification No.'\ r .c)
(for additional comm€nts uae eeparate eheet)
Distribution: Original copy goes to Division of Fire Safety upon totalcompletion of form. Copy to local fire departmmt.
Copy to contractor and copy to building owner upon completion and sign-off. a
MailingAddree "
-l(J ] !, '> . Trt r'r,:'a W,., i,
,?
't
v4tt
F'IRE PROTECTION
I{YDRAI]LIC CALCIJLATIONS A}[D
MATERIAL CUT SIIEETS
FROM
WESTERN STATES FIRE PROTECTION
7026 S. TUCSON WAY
ENGLEWOOD, CO 80112
303-792-0022
FOR
AhITLERS CONDOMINITJMS
680 WEST LIONSHEAD PLACE
vArL, co. 81657
JOB I{UMBER T4469
6t.t7to4
BYt
Tttte:qh
3,[ Si'?,i FSf;l' F,'. i?E'J?EiI' o * "'
NICET i.5VEL ItI
REGISTRATION #065603
JUN 16 20011
P-.--^, (l t \
ffifisffi$Ho*-.
Forl _^ofl
Signature:
ANTLERS CONDOMINIUMS. BELOW DECK SPRINKLER
VAIL FIRE DEPARTMENT
934.00fF (Achral 933.
250.00
l&d o.df,'dkr SF ra.. Od.
5.6 K-Facto|14.87 at 7.051
i|,n* or sfllt(|... c.bH.d
17120.00ftr
296.96
WtrAtdnltf,rri
93.069
+s.67 (5.7%)546.96 @ 93.069
Node Flow(opm) Hos6 Flo\ry(oom)
1 890.00 250.00
150
135
120
105
90
75
60
45
30
15
0
ftff%oo ffi soo 600 7oo 8oo
Water tlorr, gpm
Slatic Pr
G--.1
essuf L'*.L--1|}L*;'ith hos€!'."r4 .@ el.800
z )6.96 @ e3.(r@
I
I
3yr item dema nd cun
fu, o M.E.P.CAD, Inc.iffi nutosRntnro vR v3.7.65.296 0611712004 8:14:01AM Page 1
iltH Job i![tba.: 11569
R€port D€sctipdon: oldlmry G|lup I
rl:tffi TOM NELSON JR.
ANTLERS CONDOMINIUMS. BELOW DECK SPRINKLER
g.bc..lft$ ltt -tlha..
680 WEST LIONSHEAD PLACE VAIL FIRE DEPARTMENT
VAIL co 81657
-- r b.b K-Fado.r4.u/ ar /.u5r Ordlnary Group I
Ho- ||or.n A Sar!.
250.00
o.l*y l^rxol^I'ac$tl0.15gpm/ff | 934.00ff (Actual 933.76fP)
Node Flow(oom)
tbm!.. ol sFbl(l... C.rdd I ct$e. P.. sdrd-17 | 120.00flF
Ai.F.t( F.rl|r A.n Fd R.r.l. Ar.{.} A4F.r To rro.r R..mi. ^...
250.00
rold Wt . F.+rtd (lrldud.g rb- slrd)
546.96
Mdrs ftEn Lh.!.E In !o.F
0.000
udib v.ro.aY
^bdn
o.@rn
17.47 between nodes I and 41
M.itrrri vdcty un . oor€
17.47 between nodes I and 41
votudr ol w.r- h ltro.. I vo|Jm ol rn rtr FS..1471.699a1 |
d/e<
s
w'frilsu contlcl N.n.
TOM NESLON I PROJECTMAN
WESTERN STATES FIRE PROTECTION
Pr.m I E)&Eb.
303-7924022
7026 S. TUCSON WAY 303-792-9M9
TOM.NELSON@WSFP.US
cry sr.r. uo co<LCENTENNIAL CO 80112
fo. @ M.E.P.cno, tnc.iS AutoSPRINK@ VR v3.7.65.796 0611712004 8:14:02AM Page 2
Devlce
Acfrral Flow
(oom)
lllnlmum Flow
(oom)
K-Factor
(Kl
Plrssurc
(Dsl)
q rrinklel 102 23.61 14.87 5.6 17.776
s ,rinklel 103 14.96 14.87 c.o 7.140
SDrinkler 1O,l 14.91 14.87 5.6 7.093
Sorlnkler 105 23.23 u.a7 5.6 17.2'tO
Sprinkler 106 2.49 14.87 c.o 16.131
Sorinkler 107 15.62 14.87 5.6 7.778
i SDdnkler 108 14.8f 11.87 5.6 7.051
Sprinkler 109 18.40 14.87 5.6 10.793
SDrinkl€r 1 10 16.99 14.87 5.6 9.207
S )rlnkler 16.40 14.87 c.o 8.582
I ,rinkler 112 17.73 14.87 c.o 10.021
q rrinkler 1't3 17.55 14.87 c.o 9.820
SDrinkler 't14 17.92 14.87 c.o 10.131
SDrinkler 115 16.40 14.87 c.o 8.577
S )rinkler 116 15.47 14.87 c.o 8.034
S ruinkler 117 15.05 14.87 c.o 7.223
S )rinkler 118 15.04 14.87 c.o 7.217
+ Most Demanding Sprinkler Data
ffiH &b 'turtc
1!t569
tleport t c!cd0tq|: ffirry G.!up I
fo. o la.e.e.cno, tnc.$ nutosentruro vR v3.7.65.796 0611712004 8:14:03AM Page 3
Job tlrt$.i: 14569
R€po,l D6cripdon: mhary G.oq I
Node Elevatlon(Foot)Flttlnos Pr$suro(p8l)Discharse(opm)
3 4'{89.348
15 2',-0 rQU-21 69.585
18 -2',4 T(1d-5v,1 84.599
-10'-0 T(16'-s%)72.X11
T(20',-2)53.541
74 E(13'-2)26.450
-15'-0 E(8'-3)29.778
41 -10'-0 2PO(5'4)20.170
43 -10'-0 PO(5'4)10.316
44 -10'-0 T(5'4)7.824
45 l0'-0 2PO(5-0)'18.320
48 -1 PO(5'-0)10.365
EN -10'-o PO(s-0)12.940
51 -1 '-o PO(5-0)12.'t78
52 -1 PO(5-0)11.373
53 -10r '-0)11.089
54 -10'-0 PO(5'-0)10.942
55 -10'-0 PO(t-0)10.724
90 -10'-0 E(6'-2)10.708
59 -10'-2T(s',-o)7.821
-12',-l s 93.069 296.96
102 -10'-0 SD(-17.776)17.776 23.61
103 -10'-0 SD(-7.140)7.140 14.96
104 -10'-0 Sor(-7.093)7.093 14.91
105 -10'-0 Sp(-17.210)17 .210 23.23
106 -10'-0 Sor(-16.131)16.131 2,49
-10'-0 So(-7.778)7 .778 15.62
108 -10'-0 So(-7.051)7.051 t4.8i
109 -10'-0 Sprc10.793)'10.793 18.40
110 -10'-0 Sor(-9.207 9.207 16.99
't11 -10'-0 SD(-8.582 8.582 16.40
112 -10'-0 SorG10.021)10.021 17.73
13 - t0'-0 SorG9.820)9.820 17 .55
114 -10'-0 So(-10.131)10.131 17 .82
115 -10'-0 So(-8.577)8.577 16.40
116 -10'-0 Sp(-8.034)8.034 15.87
117 -10'-0 So(-7.223)7.223 15.05
118 -10'-0 So(-7.217)7.217 15.04
6, @ M.E.P.CAD, Inc.1S autoseRtruK@ VR v3.7.65.796 O6l17l20M 8:14:04AM Page 4
flttt Job Numbs: '1,1569
Rlpod D€scriptlor: frh8ty Gtoup I
-10'4 10.365
-10'-0
-10'-0
-10'-0
-10'-o
-10'-o
-10'-0
9 -15'-0
53.541 7E(9'-5), BFP(-14.
84.599 2E(8'-3), BV(9'-7%1, T(16'-5%
89.348 2E(13',-2), B
93.069 E(24'.-2%l,S
7 .824
43 -10'-0 10.316 PO(s
4.96 5.55 C=120 0.076081.6 7.140 Sp(-7.140)
-10'-0
-10'-0
fo o t'l.e.R.cno, tnc.iill nutospnnxo vR v3.7.6s.796 0611712004 8:14:05AM
Job t{Jn$d: '1,(i69
R€port Dcscrlr0on: fritl{y Grc(p I
Frlcdon Losg Longrth
Eq. Length
Total Lenoth
P|€aSu|l
SummaryDownstr€am Elavafon Dbchargo Kfactor Pt Pn Flttlngs
lJDstrsam
BL 1.0490 A=30.09 11.17 C=120 0.2n1fi 6'-gv
5'-(
11',-911
Pf 3.269
P.
ht
FO
53
-1010
-10'-0
7.821
1 1.089 PO(5 {)
-.....Roule5.....
BL 1.0490 Q=15.05 5.59 C=120 0.076901 2'-grl
5'-(
7'-9.1
Pr 0.598
Pe
P\t
117
59
-1O-0 q=15.05 K=5.6 7.223 Sp(-7.223)-10'-0 7.821 T(5'-0)
-'.....Route6.BL 1.0490 Q=15.87 5.89 C=120 0.084861 4',-s',y
2\(
6',-5't
Pr 0.547
Pe
Pv
116 -10'-0 q=15.87 K=5.6 8.034 Sp(-8'034)111 -10'-0 8.582 E(2'4)
0'315469 3'-r (
5'-(
8'-1(
PI 2.791
Pe
ht111
52
-10'-0
-10'-0
q=16.40 K=5.6 8.582
11.373
sp(€.s82)
Po(5'-0)
e'.....Route7.
BL 1.0490 a=16.40 6.09 C=120 0.090144 5'-(
2'-(
7'-t
Pf 0.trt0
PO
Ft,
115 -10'-0 q=16.40 K=5.6 8.577 Sp(€'577)110 -10',-0 9.207 E(24)E-tG90 0=333- 12.10 @120 0.335899 3'-1(
5'-(
8'-1(
PI 2.972
Pe
Pv
110
51
-10'-o
-10'-o
q=.|6.99 K=5.6 9.207
12.178
Sp(-9.207)
Po(s'-o)
-t -;aa Ro[t ] 8 .
BL 1.0490 Q=17.55 6.51 c='l20 0.'102171 3',-1C
5'-C
8'-1C
Pf 0.904
Pe
Fv
113
55
-10'-o
-10'-0
q=17.55 K=5.6 9.820
10.724
sp(-9.820)
PO(s'{)
-.....Route9.
BL 1.0490 a=17.73 6.58 C=120 0.1U101 3l(
5'-(
8'-1(
Pr 0.921
Pe
ht112
54
-10'-o q=17.73 K=5.6 10.021 Sp(-10.021)-10'-0 10.942 PO(5'4)
-. .. .. Route 10.
BL 1.0,190 Q=17.82 6.62 C=120 0.105159 6'-3v
6'.-3v,
Pf 0.662
Pe
PY
114 -10'-0 q=17.82 K=5.6 10.131 sp(-10.131)-10'-0 10.793109
BL 1.990 0=36.22 13.45 C=12O 0.390{48 0'-t
5'-(
5'-t
n 2.147
Ps
Prt
10s
50
-10'-0 q=18.40 K=5.6 10.793 Sp(-10.793)
-'r o'-o 1 2.940 Po(s',-o)
-. .. .. Route ll .
BL 1.0490 Q=22.49 8.35 C=12O 0.161698 g',-6y
5'-t
13',$y
Pt 2.189
Pe
F,
106
45
-10'-0 q=22j9 K=5.6 16.131 Sp(-16.131)-10'-0 18.320 Po(5'-0)
r'.....Route12.
BL 1.0490 Q=23.23 8.62 C='l2O 0.171680 1'-5y
5',-(
6'-5v
Pf
Pe
Pv
1.110105 -10'-0 q=23.23 K=5.6 17.210 Sp(-17.210)45 -10'-0 18.320 PO(5'-0)
-.....Route13.
BL 1.0490 Q=23.61 8.76 C=120 0.176896 B',-6v.
5'-(
13'-6v
Pf 2.395
Pe
Pv
102 -10'-0 q=23.61 K=5.6 17.776 Sp(-17.776)-10'-o 20.170 Po(s'-o)41
3'.....Route14.
FM 2.1570 0=81.38 7.15 C=120 0.052154 250'-(
18'-5y
268',-5'v
P'
Pe
Pv
14.(nl
4.76930
ZJ
1'-0
-10'-0
53.54172.3',t1 3E(6',-2)
2.6350 Q=81 .38 4.79 C=120 0.019676 92',-11
32',-11v
125',-1C
P' 2.476
Pe -5.202
Pv
23
15
-10'-0
?',-0
72.311
69.585
r(s-5%)
2E(8'-3)
/ Actual Inside Diameter \ 4 87 -\@) =ractol
Value OfC 100 130 14O 150
Multiplying Factor 0.713 1.16 1.33 1.51
fu,@ M.E.P.CAD, Inc.fl nutoseRtNxo VR v3.7.65.796 06117n004 8:14:05AM Page 6
HH Job mmbc: l/{t6e
R!9o,t D.rcrldon: Odhry G.u.p I
Angle Valvo
Bushlng
Ball Valve
Backf,ow Pn6wnt€r
Butbrfy Valve
Crcse Fldw Tum 9(P
Couplng
Cmss Run
Ch€d( Valv€
Delugs valv6
Dry Plp€ vdw
9(r Elbow
45P Elbof,
11WEltutt
22WElban
Rorv D'avlco
Flro Departnent Conn€cdon
90 Flrelockcru) Elbofl
4S FireLockfiM) Elbor',
Flange
Floafing Nodo
RreLockcfM) T€s
Gauge
Glob€ Valve
Gat€ Valve
Hcao
Hos€ Valv6
Hydrant
Long Tum Elbo
M€chanical Tee
Nozzle
Pump In
Pump Out
Posl Indicatng Vahre
Pip€ Outet
Pressur€ R€dudng Valr/€
Reducer/Adapter
Supply
Sprinkler
Stalner
T6e Floln Tum 90
T€e Run
Union
Wrsbo
Wabr M€br Valve
cap
AnSV
b
BaIV
SFP
gV
c
cpls
Cr
cv
OeM
DPV
E
EE
Esl
Ee2
I
Frc
E
'EEflg
FN
fT
s
Glov
GV
Hoss
HV
Hvd
LE
mecT
Noz
P1
P2
PIV
PO
PRV
red
s
spr
st
T
Tr
U
WrF
WMV
z
El€\raion FootFlorfl SpmDiscfiarge SpmVelodty FsPressure psl
L€.rgtr Foot
Fic0on Loss psuFoot
HWC Huen-Willlams CorctantPt Total pr€6sur6 at a point in a plpePn Normal p]€$ur€ at a polnt ln a plpe
P, Pr€ssur€ loss drc b ficffon bonrcsn polnts
Pe Pr6$ur€ duo b olevaton dlfiErence b€tweon indicabd polnts
Fv Velocity pr€ssuro at a point In a plpe
BL Brandr Llne
CM Crcss Maln
DR Drop
OY Dynamic
FM F€€d MainFR Feed Rlsor
MS Mlsc€llaneous
OR Outlgger
RN Ris€r Nlpple
SP SprigST Stand Pip€
0611712004 8:14:054Mil AutosPRtNK@ VR v3.7.65.7966, @ M.E.P.cAD, Inc.
Job ttrttq: I'15€g
Rqo.t Dc6crtpdon: frl|ary G.oup I
Supply at Node
150
135
120
105
ao-
gzs
0,
o-
45
?n
15
qoo 200 400 500 600 700
Water flo r, gpm
800 900 1m0
-Stali c Press
I
i
ure 1@.50
,------l
.-....,-t_-__l
___r ffi.gp ffih ho€e strean ts 890.m @ 91.800
236.96 93.069
System
Supply at Node 1
103.500
890.00 @ 91.800
sy.r.n Pn.lF O*Eld
93.069
296.96 @ 93.069
Syrh o.nd (rrrlxlli9 fkrr. s|..ad)
546.96 @ 93.069
fu, o ru.e.e.cao, tnc.{ mtosentnxo VR v3.7.65.796 O5ll7n004. 8:14:06AM Page I
ffi
! AutosPRNro VR v3.7.65.796
Job ltu r: 145€9
R@rl ar{€rlpdor: O.rhfy eqJP I
L
fi. @ M.E.P.cAD. Inc.06/17nO0/. 8:14:07AM Page I
IFEECA'
BICI(FLOW PRB/ENTIOI{
DOUBLE CHECK ASSEMBLY
Gharacterlsdcs
Physlcal Prcp*$es
Size of Mainline
Max. Working Pressurs
Hydrcstatic Test Pr€ss.
Tomp€iatur€ Range
End Connec*ions
MaterlaE
Main Valve Body
Coating
Shut Off Valves
Trim
Ehsbmer Dlscs
Spdng
Clamp
Applicatlon
Non-Hoalth Hazard
Options
o UUFM OS&Y RW
o Wye - Sfainer
21h" 3, q,6" r, 10'
175 PSI (1200 KPa)
350 PSI (2400 KPa)
32o F b I'tf F (f C to 600 C)
Fbngod ANSI 816.'l Class 125
Ouctils iron Grade 6$4$12
Fusion epo(y coated internal
and extarnal, AWWA C55G90
NRS l€silient wodge gate \ralves
AWWAC509
Broue
EPDM
Stainl€ss sbel
AWWA 606
Gate Valves
IODEL TlO DOUAI"E CTGCK ASSEIALY
Agencl Compllance
. Approvod by the Foundation br cross Connectbn Control
and Hydraufic Researcft at th€ University of Southern
CaSlomia. - VE - f (Ha"ontal E verfcal Up)
. ASSE ( Std. 1015) - zla' - t ltlorizonial & wrtcal Up),
1A(Haizstat)
. ANSI/AWWA (Cst 0-89) - 21r' - 8' (tlortsontal & wrtical Up),
1O (Horiantsl)
. CANTCSA (86.4.5) - 2rrf - 8' (Horizontal & \rbrtical Up)
. cUL - ?1" - f (Hsizor al t Vefilcal t p)
. FM Approrred' - 2'h' - tr (Horizontal a vert'tcal up)
. UL Listed' - lt'- s (Hqizonral & rlical Up)
' Lrssgsl6 nd F apFovEd- l-r88 gEbs .rd UL hbd unha8lndallod ut|h UL
l$d gEla !.|lE'
U.S- Pabnt No 4,989,635
eMinimum
Refer to Locat codes
o
E
l|.
6
;10
oJ
€5o-
0
flooEL 85ll
VERNCAL INSTALIATIOI{
2MO GPM
MASffiR"
Model850
t-
I
c
I
i_
D
I
I
+
srzE A
Dimensions andWeights
(U.& - hcl|o.)
C'DGB
Ef TIET
(lbG) 0bsJ
NRS OSTY
lti 401.
41rh
56
65
l0' 7m
10 1th
to 1th
10rL 51h
1aL 6rt
15% 7
tSFh 9
(H.lrlc - l||f)
199 m3
211 213
2ffi 312
450 4g
711 773
980 1080
NET I{ET(rsl (xs)
zlith
2SL
28
341r
41tL
&h
1X
12rh
14%
1A7h
8th
27th
7h
vh
8%
9L
11iL
t2L
SIZE A B c. D G H ltRS OS&Y65 1035.05 647.70 320.68 2il.00 114.3) 180.98 90 9280 1063.63 650.88 327.03 25'0.(x) 114.30 187.33 96 97r00 1171.75 711.20 36s.13 257.20 139.70 206.38 131 't42
15ft 1422.40 8'J2.65 479A3 323.90 165.10 250.83 2U n4
2@ 1651.00 1060.45 596.90 396.88 177.80 282.fi 323 351zfi 1844.68 1177.93 698.50 396.88 228.60 314.33 445 490
'Witi NRS Gate Vahres
l,,lote: Oimensid|s are nominal AloFances .rust bc made br normal manufacturing tolerances.
FEBCO Backf,ow Proventlon
PO. Box 8070 ' Fresno, CA 93747€070
559 252-0791 . Fax: 559 453-9030 . www.cmblnd,com . wvvFEBcoonltne.com
SSSfl) An1 Copyrigt{ 2001 CMB Indusltue, lnc.
GtlB Industries, Inc.
A LJnltod Dominion Company
ISO 900f Certlfled
85{lTopView
ilaterials of Construction
ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS
t Body A536 GR 6t45-12
1.1 Pipe Plug Galv. Sleel'1.2 Bushing (2rlr -4 only) Brass
2 Cover 4536 GR 65-45-12
2.1 O-Rins EPDM ASTM D2000
2.2 Capscfew Plated Sted
2.3 Hex Nut Plated Sieel
3 Seat Ring 8584 Alloy C83600
3.1 Gasket EPDM ASTM 02000
4 Arm 8584 Alloy C83600
4.'l Bushing-Swing Pin Acetal Resin
4.2 Swing Pin 304 SS
5 Retaining Clip 302 SS
5.1 Retaining Clip 302 SS
6 Ched( Disk Assy EPDM Coated GR,
45 Ductile lron with
type 304 SS stem
7 Load Pin 304 SS
I Lwr Spring Retnr 8584 Alloy C83600
I Spring Stem 304 SS
Ll Elastic St@ Jam Nut 18-8SS
10 Spring A313Type 631 SS
1'l Spring Guide 8130 Alloy C22000
12 Upr Spring Retnr 8584 Alloy C83600
12.1 Bushing-Spr. Stem Acetal Resin
13 Pivot Bearing 8585 Alloy C83600
14 Flange Gasket Rubbet/Fabric'15 Bearing Socket Acetal Resin
16 He\ Jam Nut 18-8 SS
17 Washer 302 SS'18 Flange Nut Plated Steel
18.1 FlangeNut Plated Sleel
19 Cover 436 Stl Epoxy Coated
24 Bolt Plated Sleel
24.1 Washet Plabd Steel
25 Bolt Plated Steel
26 Gasket EPDM ASTM D2000
35 O-Ring EPDM ASTM 02000
35.1 Bac*-Up Ring AcetalResin
36 Cover 858,1Allqy C83600
40 Bailvalve 8584 Alloy C84400
4l Nipple Brass
41.1 Nipple Brass
41.2 Nipple Brass
42 Garevalve AWWA C509
60 ld Plat6 836 Alloy C26000
@ Orive Screw SS
70 Clanp AWWA 606
(10- Only, Not Shown Above)
FEATURES
otrFStr FSC
OGgGF
Sizes: O21l2" O3' O4" O6' tr8'
Maximum working waler pressure 175 PSI
Maximum working water temperabre 140"F
Hydrostatic tesi prs8sure 350 PSt
End connecfons (Grooved fur steel pipe) AWWA C6t)G
(Flanged) ANSI 816.1
Class 125
OPTIONS
(Suffxes can be combined)
- with NRS shut-ofi valves (standard)
- with cast iron wye type slrainer (llanged only)
- witr epoxyoabd wye type straircr(flanged orly)
- with groove end gate valv6
- with grooved inlet gate connection and flanged
outlet gate oonnection
- with flanged inlel gate connection and grooved
outlet gate connection
- less shut{fi valves (flanged body conneclions)
- with OS & Y gate valves
ACCESSORIEStl Repair kit (rubber only)
O Thermal expansion tank (ModelWXTP)
tr OS &Y Gate valve tramper sflilch (OSY40)
O Airgap(ModelAG)
DIMENSIONS &WEIGHTS do not include
a @- oompany
APPLICATION
Designed br instiallation on potable watet lines to protect
against both backsiphonage and backpressure of contami'
nated water into the potable water supply. The Model 375
pmvides protection where a potential health hazard exists.
STANDARDS COf,PLIAI{CE
o AssEoListed 1013
tl |iAPMOOtisted(212"thru61
O CSAOCe.tified(2 1/2'thru 6")
O AWWACompliant
O Fll@Apptwed
O UL@Classified
O C-ULOClassfied
tl Approved by the Foundation br Cross Conneclion
Control and Hydraulic Research at the University of
Souihern Calibrnia (2 1/2 lhru 6l)
TATERIALS
Main \Ehre body Duclile lron ASTM A 536 Gtade 4
Access covers Ductile lron ASTM A 536 Grade 4
Coatings FDA Approved fusion epoxy finish
lnternals Stainless sleel, 3fl) Series
NORYLTil, NSF Listed
Fasleners Stainless Steel, 300 Series
Seal rings EPDM (FDA approved)
O+ings Buna Nitrile (FDA approved)
Springs Stainless Steel, 300 Series
Sensing line Stainless Steel, braided hose
MODEL 375OSYG SHo\/VN ABOVE
FGD
OL
EI OSY
!
+B
Page I of 2
FLOW CHARACTERISTICS
o6G
!to
9!II-c
m
15
10
5
5
E
:t
UJ&fg,
ot
uo.t00
FLOIY RATES (GPII}
itoDEL 37s 6' & A'(5rA|IOARO & METRIC)
FLOW RATES (!s)
1m.2o
E
oitoJ
raa,t
otar
m
t5
g
oql
9
ulEl<,,otllt
E
-t 69f.,
{n0ffi
FLOW RATES (CPI'}
ORated Flow (Established by approval agencies)
FLOW RATES (US)
TYP]CAL I}ISTALLATIO}I
Local odes shall gonem installalbn requitements. Unless
otherwise specified, lhe assembly shall be mounted at a
minim um of 1 2' (305mm) and a maximum of 30' (762mm)
above adequale drains with sufficisnt skls clearance fior
testing and maintenance. The instrallafon shallbe made so
that no part of the unit can be submerged'
TNDOOR TNSTALLATION (3?5GF)
I EO.OSTFt
-l
I
I
I
I
I
I
I
I
o*a",,* *aao* )
OUTDOOR INSTALLATION
SPECIF|cANONS
The Reduced pressure principle Backflow prevention Assembly shall be ASSE@ Listed 1013, and supplied with full port
gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and
check valve shall be NORYLfl, the stem shatl be stainless steel (ASTM A 276) and the seat disc elaslomers shall be
EpDM. The checks and the relief valve shall be accessible for maintenance without removing the device fiom the line.
The Reduced Pressure Principle Backflow Prevsntion Assembly shall be a WILKINS Model 375'
Page 2 of2
e $446 Ftpne :a!! l2I--7-!9 F"1ry.?l2i9fli6
lN CA ADA: ZURif f DUSTRTES UffTED,3544 lhhua D., Misissaug€, Onta.b L4V lL2 Ptbn€:905/405-8272 Fa\:9O514O5'1292
prcduct suppo Hsh Ltne: 1{77€ACKFLctrILI (1477-2n-5356) . Webslio: http:/lw$'!fl.zum.com
Camcityttnr ScheOie qO PiPe (GPIO
Ptpe size 5 fi/sec 7.5 ff/sec l0 ft/sec 15 fvsec
2t2'75 112 149 224r1151732n346
f 198 298 397 5S5
6.t$0 675 9m 1351
s 780 fi69 1559 2339
1(r 1n 184i|24ffi 3687
O'ffCr On Oa rtO,r" )
FM Approved and UL Listed Sprinkler Pipe
Bull Moose Tuba Company is a recognized producer
of quality pipe products. Our Schedule 'lO and
Schedule rl0 are FM Approved and UL Listed (for U.S.
and Canada), even though these prodrcts do trot
require separate approvals and listings. Bull Moose
Tube made the decision to have them approved and
listed for your peace of mind. Our Sctt. 10 and Sch. 40
have been through the same rigorous testing as our
other fine pipe products.
Bull Moose Tube's Sclr. 10 and Sch- 40 pipes aro
made to ASTM A135 and ASTM A795. These
products are typically supplied with our protectivo
coating but can be supplied without the coating 8o
they can be hot{ip galvanized to rFet FM
requirements for use in dry systems in accordanca
with the zinc coating specifications of ASTM A795 or
ASTil A53.
Schedule 10
Nominal
Pipe Size
(in)
o.D.
(in)
l.D.
(in)
Nom. Wall
(in)
WeighUFt Bundle
Size
1
1-1t4
1-1t2
2
2-1t2
3
4
1.315
1.660
1.900
2.375
2.875
3.500
4.500
1.097
1.442
1.682
2.157
2.635
3.260
4.260
0.109
0.109
0.109
0.109
o.120
0.120
0.120
1.40 lbs/ft
1.81 lbs/ft
2.08lbs/ft
2.64lbs/ft
3.53lbs/ft
4.33lbs/ft
5.62lbs/ft
61
37
37
37
37
24
19
Schedule 40 Piute
Nominal
Pipe Size
(in)
o.D.
(in)
t.D.
(in)
Nom. Wall
(in)
WeighUFt Bundle
Size
1
1-1t4
1-1t2
2
1 .315
1.660
1.900
2.375
1.049
1.380
1.610
2.067
0.133
0.140
0.145
0.154
1.68 lbs/ft
2.27lbslft
2.72lbslft
3.65lbs/ft
61
37
37
37
For proper operatixt, all pipe surfaces shor.{d be deaned prkr to instaXatbn. ln ord€r b plovil€ a leak-tight s€al tor the 96slet' pip€ sufaces should be
nee toin indenHors .nA'poie"tom tom the €rd of the pip€ to the grco\re. A[ loo6e p,a$] , scale, dirt,.ctlbs, gre6e, and rusl rust be rcmoved plior
to installatim. Faiture to tako these importiant steF rnay r"u.*t in irnp6p". coupling assembly, causing lie6kagp- Atso, cieck the manufaclurer's
1819 Clarkson Road
Chosterfield, MO 63017
(800) 325-4467
FAX: (636) 537 -2645
contact ),our sal6person today d
(800) 32H467 or (636) 537-m00
in the USA. or fom Canada
caf (8OO) 882-4606
06/01
, ^""k *..* MALLEABLE lRot plpE FlrrlluGS cras rco
PR|CE SCHEOUT-E M). @-2
EFFECTIVE OCTOBER 2OOO
PIECES
ORDERED
BL CXI qALV. SZE tttcHEa
PIECES IIASTEi WEIOHT
PER BOX CTRTOII PER TU)
FrEcEs ffi;ff ***, ".fFfu;ffi*.u. a,,E NclrEs IJff.!& "or- "r"', DLA.KT oALv'
FC8. PER PRICE
PER PIECE
BLACXI OAIV,
TALLEABLE rROil Srnnlonr.^- Q
& REDUcltuc PIPE g g
GOUPLIilGS Fig.53 S:9 -
1-1/4x1-1/4xl 14 28 130 * 11,$) t
1-l,Art.1l4rU4 12 24 124 r 1097 * 15.10
rlrl 15 11 120 * 12.8? r
1-114t1x311 15 30 110 12.82 r !!,1!
1-1l1xV4x1 10 10 126 * 1352
1-1/1 x U4 x U4 10 10
1-1t4fllk+114 10 40 la6 t 14 59 19.13
1 r1x1-l/4 15 30 lm * $,22
1-1nr1-1/41-1/4 I 16 1Cl r 17.15 *
tll?f,|.ll?fJ1 10 m 155 r 13.87 t
r 1-U1x 1 8 l5 152 r
1-ltXl-1Ax3A 10 m 135 t 17.43 r
'l-112x'lx'l-112 10 A 160 r 17.43 1
1"112r314x1-1lil 10 A 153 *17.13
1{'fhVxl-1|? 10 m 115 I 17.43
zxlx'l-'ll1 8 16 250 r 23.11 * 3!.06
2x2x3l4 10 20 198 t 21.11 *2724
2x1-1t2x2 6 12 285 t 29.43 * 33.92
2r1-U2r1-11?.
2x1.112x1-114 8 16 215 * 27'23 33.92
?x1.1l4r? I 16 263 * 29.21 * 39.19
2r1r? I 16 245 r 21 51
rlxl 8 16 176 t
2x3l1x2 I 16 235 t2672 t
2-112x2.11?x2 12 12 435 58.07 90.18
ix3x2-112 I 8 638 92.13 137 42
3x3x2 I 8 550 77.25 117.98
3x3x1-1/4
3x3x3/4
1/8(9eeD 40 210 7 r 3.81 r 517
'ltl 35 210 9 * 3.27 r if.32
ln----lo 240 14 i 3,27 r 1.41
112 10 240 21 t 2.53 * 3'42
3A 40 160 33 t 2.96 * 3.92
1 25 100 53 o 1.11 t 6.15
1.M 15 60 80 I 5.76 I 9.10
1-1t2 10 40 105 t 7.78 * 10.36
l--e n 178 *11.53 115.13
2-112 8 I 290 31.86 46.31
?
1
I 458 430? 67.92
1 7m 86.73 131.53
I
4"ffizs 15{l 9 t3.il8r4.il3
3/811/1 2s t -1?----:--3!9-:-l/ti 30lso 18 * 2.97 * 3.77
1t2r'll4 25 150 18 r 3.14 t 3.98
ttzxlts Is 150 17 r 3.51 5.26
3l4x1l2 50 2m 28 o 3.34 * 4.42
3nxYS 35 210 25 r 391 * 5'(F
3t4x1t4 3s 210 2? -llll-!l!9-W zs 210 23 * 1.11 r 5.77
1x3/4 25 lff 46 * 5'19 t 686
W 30 120 43 * 5,30 r 7.39
1 x 3/8 30 120 4Q * 6.5'l r 9.59-T.i7iTT f5 m 15 * 6.67 * 9'38
1-1l4r3h 15 60 58 * 6.67 r 9'57
t-t/rin rc 60 52 * '1.84 *12.27
1-1t2x1-1/4 10 a0 - !E----:- -:ll!{--iffiqo 1oo * 9.17 *'12'32
1-1t|x3l4 10 40 90 * 11.23 * 12.32
t-VZxVZ tS 60 89 t 9.95 r 14.46
2x1-1t2 10 20 1!5,,-:12!3-:.19!l..ffi to 20 168 t1401 111.71
2x1 15 30 !?l- --tlL?3- !l-
T I 32 132 114,01 120.12
2x112 8 32 131 * 16.24 * 20.89
2-11212 l0 10 256 28 tl
2-112x1-112 10 10 230 33 37
45.91
49.60
+ Ste6l unlo$ m6[6€blc 8P€olfad
0 er*eaing Lht e,ks laldlcebs Avalabb tn M.sttr Ouarnty Frcrn Bl63b{l|g Fddory * errceaing t-irt erice lndlcetes AYailabb In Box Quendty Only From Blossburg Fac{ory
page 2 Company Name P.o. ttto.Datc
IROIU PIPE FITTIIIIGS cra6rrso PRICE SCHEUJTE NO. (I}2
EFFECTIVE @TOAER AI)OVI ilIALLEABLE
!\rAf to MANISAcTLFI\II
PIECES p6g. pERoRITERED PECE3 \O8TER WETGHT
ALACXI OALV S|zE NCHEA PER 8OX CARTON PER'ID
PRICE
FER PIECE
tt^cxt oAtv.
PRICE
P€R PIECE
BLAC|(I (l tV-"S?#" prEcEs PMTclSf
wdoHr
BLAcxl oalv. a|zE NcHEg PERB{xx c.lRTox PER tq)
MALLEABLE IROIT gOO
STREET ELLS Fls. so
TALLEABLE IROil {5"
STREET ELLS Fis. st
TALLEABLE TROII {5' ELBOWS
Fig.48
O PrEceding List Pri:o Indicates A\,€ilable In Maslor Quanti-Y F.om glGsburg F.clory * Plrc.dlng Lbt Ptu6 lndictbs Ava[abb lfl Box Quantiv Only From Blos3burg Faclory
r 2.70 * 3.95r 2.65 * 3.6i
212 o14.38 r 17.92
2-1n P fl 316 t32.(b *
3l8r1l4 25 150 16 t 3.72 5.79
30 1m 22 * 3.59 r 5.(X
3l1x3l8 :n 1$ n r 5.(B 6.88
1l112 25 t00 52 r 4.99 t 6.78
1-1/!. xl 10 40 92 t 7.1'l *10.13
15 60 75 * 10.13
1-112r'l 10 40 112 t 10.96 r 17,15
12 18 92 * 12.5? r 15.50
l0 m 170 * 18.06 r
2r3fi 15 30 140 119.13 t 2if.31
-1nxz '|2 12 375 43.57 6?
3x2 8 I 412 70.46 107.n
118 40 2n 7 * 3.91 * 5'101tt :10 1m 10 * 3.91 * 5.033/8 30 180 18 * 3.91 t 5.{B112 50 200 24 o 3.79 t 5,12
311
I
35 1(| 41 o 3.79 r 5.12
20 $ 12 o5.37t6.86
1-111 15 30 116 t 8.35 111.51
r1n n 21 158 r 11.17 r 11.46
2 I 16 264 * 18.15 t24.39
2.1n 8 I 362 46.04 ?0.57
3 8 I 550 70.26 102.71
L1nx1-111 16 32 l/m r 16.20 21.89
1t8
3/8
lm 7 r 6.12 * 7.55180 16 r 5.19 r 7.44
30
m
1t2
3t1
50 200 21 r ,1.2'l r 5.6i1
4{t 160 34 r 6.'10 r 8.95
1 25 100 59 t 7.14 t 11.48
1-'ll4 25 50 89 t 12.90 t 17.22
1-112 15 30 'l.23 t 15.61 r 20.86
2 10 m 189 r 27.92 * 3i1.35
35 210 11 * 4,$ * 5.6135 21O 11 t 3.85 * t1.74
&] 62 o 3.53 o 4.98
1-114 15 30 140 * 9.75 * 12.79
1l2x1l2r3l8 35 140 36 r 5.36 7.04
x3l8x1n 35 110 38 r 6.53 9.13
1l2x1l4r1l2 35 140
3l4x3l1x1l2 25 100 58 t 5.44 r 6,
3l4x3l4x1l4 30 120 51 6.07 7.4'l
4 r1l2x1l2 30 120 51 * 5,59 * 8.20
3l4x3l8x3l4 25 100 53 *'16.81 20.45
1l * 3.98 * 5.7413 r 3.98 * 4,94
1ls
1t4
35 210
35 210 * 3.98 r 5.51r 3.03 * 3.70
3/8
1t2
40 240 16
50 2m 25 r 3.73 t 5.29* 4.72 r 6,00
3t1
I
38
64
10 16025 lm[llq 10 40 1m * 8.35 r 11.201-112 l0 40 121 t 10.32 r 13.14
2 I 16 216 + 15.62 * 19.462-1t2 rs 15 340 45.20 67.75
58.72 98,s5
115.14 165.22
J 884734 4 83',1
Company Name P.O. l{o.pag€ 1
Ancfioring $Ftems
HDI / HDI.L n Anchor
4.3.41 PRODUCT DESCRIPTION
The Hitti HDI/HD|-L Dmpln anchor is an intemally threaded'
flush mounted expansion anchor for use in concrete.
Product Features
HDI. Anchor, setting tool & Hilti drill bit
form a matched tolerance
sistem to provide reliable
fastenings. Below surface setting for easy
patchwork
. Allows for shallow embedment
without sacrifi cing performance
HDFL. Lip provides flush installation,
consistent anchor depth, and
easy rod alignment
Guide Specifications
Expansion Anohors: Expansion anchbrs shall be flush or shelltype which meet the description in Federal Specitication FF-S-325'
Group Vlll, Type 1, for expansion shield anchors. Anchors to be zinc plated in accordance with ASTM 8633'
Sc. .1, Type tit. lnchors snatl Oe Hilti HDyHDI-L anchors as supplied by Hilti, Inc., P.O. Box 2114t|' Tulsa' OK
7 4121 .
Instalatlon: Shell or flush type anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be
installed oer manufacturer's recommendations.
City of Los Angeles (COLA): Research Report No' 23709 (HDl Onl9
Faaory Mutuai (FM): Seriat No. 22765 "sprinkler Hangar Components-Expansion Shields." (HDl and HDI-L)
Confoims to the description in Federal Specification FF-S-325, Group Vltt, Type 1 tor expansion shield anchors' (HDl and HDI-Q
Underwriters Laboratory UL), "Pipe Hangers' (3/8'-g/4" diameter) (HDl and HDFL)
lnternational conterence of Building oficials (lcBo ES): Evaluation Report No. 2895 (HDl Only)
. Southern Building Code Congress (SBCCI): Report No' 9930 (HDl Only)
4.3.5.2 MATE R IAL SPEC I FICATIONS
HDI/HDI-L Carbon Steel material meets the requirements of Alsl 1010M for the 'll4' , 318" & 1/2"
HDI Carbon Steel material meets the of AtSl 12L14 for the 5/8" and 3,/4" sizes
HDI Stainless Steel material meets the of AlSl 303
Carbon Steel HDI/HD|-.I- plated witn a dull zinc finish for conosion protection in accordance with
4.3.5
. Lip allows accurate tlush surface
setting, independent oJ hole
depth & ideal for repetitive
fastenings with threaded rods
of equal length. Intelligent expansion section
adapts to the base material &
reduces number of hammer
blows up to 50%. Easy to read brand & size
identification (red laser Print)
4.3.5.3 TECHNICAL DATA
HDI/HDl-L Specifi cation Table
HDI/HDI-L HDYHDI.L HDI/HDI.L HDI HDI
\ Anchorsize in.
oobils \ (mm)
,1,
(0.41
"1,
to 6\
tl"
fiz.n
ol"
(15.9)
,1,
(1e.1)
do tit diameter in.'tz '1,ala 1
h-,: std. depthoternbed. in.
f,: anchor length (mm)
h,: hole dopth
1
t25l
1%.
(40)
2
(51)
th
(6s)
v,.
(81)
{i,: useable lhread in,
lengh (mm)
I |tt
(1 1)
"lt
(15)(17)Q2\
ltlt
(34)
Threads per in.m '16 13 11 10
h: min. base material in.
thickness (mm)
3
(76)
3th
t7e)
4
(102)
5'I
(130)
6%
(162)
Tr: max, tightoning ft lb
torque (Nm)
4
(5.4)
11
(14.9)
22
(29,8)
3?
(50.2)
80
0 08.5)
l. For Hilti matched tolerance carbide tipped drill bits, see section 10.4.1 .
134 Hitti prcduct Technicat cuide 2001 .Hitti U.S.: 1-8OO-879-8O0Oi www.us.hilti,com . Hilti Canada: I-80o-3ffi-4458/ www ca.hilti com
Combined Shear and
Tension Loading
/ "o \u"* | ,o \"t.,0\ Nr4 / \ vr€c ,,
(Ref. Section 4.1 .3)
-rrr Ancfioring Systems
4,3.5 HDI/ HDI-L Drop-ln Anchor
Carbon Steel HDI Ultimate Loads in Goncrete
l*tb
b('n"t
am q$ (13.8 MPa)40|x| sri {27.6 MFd}flmFsI 11.4 ilPa)
Iension lbkl{)Sluar lb (kN)Iension lb(kll)Shoar lbftN)Teniim lb (kll)Shear lb (kN)
HDI HDI.t HtI HIIFL ]tDl HIIFT HDl HDI.L HIII HDI.L rDl HDI-t
Ur { 6.f)1S( 8X)rs(r.0)lm( 8.0)le(r0)21?! (r0.r)2170 00.0 rs0r.r)2iltfl.1)$5rflro)nofl1.0t mil251 ru02.51
3/r ( 9.51 6(r5it 66 (rsJl rGo(lt.r)rfio (17.r)4r00ell {o(r03}m@.2)5U@2)5SP{4 tsPl4 00@a .3|e6.I
I 12 112.7,1410 (r9.9)r1r0 0e.8)6O0 (26.n a[0(26.4 fi{t (3t.8)7110 (3r ,8)1500 (37.8)Trsl01.1)s€rt5 (1t.7)od,l (r1,7)ro0 Krs)ldro K1.s)
5/s 0 5.sl il00 (33.0 r0c(.15)fii85 $2.0)rt0o 157.81 r.86 65.0 rf,DG6.4
3/. (ls.l)1d00 {.r.s}ru@0 l0ti0 02.3)2000 @.01 u$w.0)2209r3)
Carbon Steet HDI Allowable Loads in Goncrete
Hrtr
L$nd
zm psi (13.8 MPa)1|m p3i(27.6 MPa)6000 Fri (41.4 MPa)
Tensioo lbftN)Shear lb ftN)Tension lb(kN)SlEr lftt{}Icnsion lb (kN)Shoa. lb 0d)
HDI t|0Ft HI'I HII-t HDI HDt-L ilDl HIIFL H0!ltDt-L ilDl HOFt
Ur ( 6.1)50( 24 sP2)180 ( 8.0)450 p.0)5r0 ( 25)me5)605 ( 2.4 il'e.E)to ( 3.5)m(35)7U( 3.r)rD( 3.0
r/r | 9.$8S ( 1.0|ECI ({.0)6(1.3)s(13)lfli( 5.01 r115(5.0)r2t0 ( 5.5)1250 (5.5),|'0 ( 6.0)rso ( 60)le(6.4 15dr ( 6.7)
112 l12.rl 1120 ( 5.0)1120(s.0)1O0 ( 6.7)rs6.7)1tE5 ( 7.9)1 5 0.s)216( s.5)rso 0.6)t|a[ 00J)?tfi 00r)2S01.0 m[1.r)
5/s 05.q 18fl5 ( r.3)Eo0r.ll m03.01 3a50fl1.q 37|5 (r6.s)3150 (r6.4
3A (s.r)2S0(fi.r)38?! 07.4 o05 08.r)soo (224 5S6 P4,[)sro€r.5)
Note: The ultimate shsar and allowable shear values are based on the use oJ SAE Grado 5 bolts, (f, = 85 ksi, F", = 120 ksi) with fie excoption of he I /4"
HDI/}iDFL in f'c = 6000 psi concrete which is based upon the use of a SAE Grade I bolt (i = 120 ksi' F,. = 150 ksi).
Carbon Steel HDI Allowable Load in Lightweight Concreteq'
1. The tabulated shear and t8nsile values are lor anchors installed in sfudural lightweight concrete having me designated ultimate compressive sfength at
the time of inshlllation. Ths concrete must c0mply with Asllvl C 330-77,
2. Ihe tabulated shear and tensile values are for anc-hors installed hrough 20 gauge intermediate decking into sfuctural lightweight.concr-ele having-t|e
Oeqgndet dtimate suengh at the time of inshllation. The concrete
-must cimFly wih ASIwI C a30-77. Anchors were located in lhe valley of the fluted
deck.
3. Tle allowable values are based on the use of SAE Grade 2 bolts installed in the anchors,
4. Based on using a safety tactor 0f 4
Stainless Steel HDI Ultimate Loads in Goncrete
Note:The ultimate and all0wable shear values are based 0n the use of Type l8-8 botts.
Hilti Product Technical Guide 2001 . Hilti U.S.: 1-800-879-8000 / www.us.hilti.corn . HiltiCanada: 1-800-363-4458 / wwwca.hilti.corn
Anchor sizo
in. (mm)
Anchor inEtalled in 3m0 psi (20.7 MPa)
Lt llll Conc|ste I
Ancho. InstElled Through Stecl llecking into
3tt00 psi (20.7 MPa) Lt. Wt. Goncrete'
Iemion lb (kN)Shear lb (ktl)Tension lb (kN)Sl|ear lb (kll)
HDI-I/I (6.4)465 (2.1\:t{o ( 1.5)f,to 12.41 :t35 (1.5)
HDI- s/r ( 9.5)7s5 (3.4)lxo ( 4.21 880 (3.s)1010 (4.s)
HDI- t/z (12.71 11:F (5.0)17m (7.6)11$ (4.9)1756 0.8)
HDI- s/s (15.9 1465 (6.s)28115 (12.6)
HDI - 3/a (19 m75 (9.2)36[Xt {16.4}
Anchor size
in. (mm)
{}00 psi (27.6 MPa)flm psi (41 .4 MPa)
Tension lb (kN)Sh€ar lb (kN)Tension lb (kN)Shear lb {kN}
SS HDI-1/r ( 6.4)19flt ( 8.6)24m (r0.7)295{l (13.r }24m (10.7)
SSHDI-3/a (9.5)4170 (18.5)4920 (21.9)5850 (26.0)49m (21.9)
SS HDI -r/z 02.71 fi150 {32.7)11040 (49.1)963r) (42.8)11040 (49.1)
SS HDt _ sh (15.9)10540 t46.9)18040 (80.2)15100 67.2\18n40 (80.2)
SS HDI - 3/r (19.1 15340 (68.2)?2320 (99.3)20130 (89.5)zz32o (99.3)
Stainless Steel HDI Allowable Loads in Concrete
Anchor size
in. (mm)
40m psi (27.6 MPa)6000 psi (41 .4 MPa)
Tension lb (kNi Shear lb (kll)Tension lb (kN)Sbear lb (kN)
HDI- r/. ( 6.1)480 ( 2.1)600 ( 271 7N ( 3,3)600 ( 2.71
HDI-Va ( 9.5)1040 ( 4.6)1230 ( s.s)1460 ( 6.s)12:Xl ( 5.s)
HDI- r/z \12.7)1840 ( 8.2)27ffi (r 2.4)2410 (10.7)27ffi (r2.3)
HDI - 5/a (15.9)2630 (11 7)4510 (20. r )3770 (r 6.8)it510 (20.r
HDt - sL (19.1)38flr (1 7.0)558{t (24.8)5{t3{l 122.4)55& (24.81
135
Anchoring Systems
HDI / HDI-L Drop-ln Anchor
Anchor Spacing and Edge Distance Guidelines (see Anct oaag Tcr;q?otw *cu* 4',.3)
lnfluence of Alc{ror Spacing and Edge Distance f^t fu
Anchor in.
Sizo (mm)
,lt
(6.4)
"lt
(e.5)
tlz
112.71
ult
05.8)
"lt
0 e.1)
h,*" tn:
(mm)
1
(25)
1'/*
(40)
2
(sl)
tln
(6s)
f,h
(81)
h,,-, - standard embodm€nl depth
Ancfior Spaclng AdJustment Factors Edg6 Dlstanc€ Adlustment Faciors
__-s,
3.0
2.0!
n,,,,,,
1.0
0
c",
0 .2 .4 .6 .8 r.0
Anchor Spacing Adiustrnent Factor
ft")s = Ac{ual spacing
s,. = 2.0 h"""
s" = 3.5 h-"
4.3.5
S'n
.2 .4 .6 .8 1.0
Edge Distance Ad.iustment Factor
(fo,to)
= AchEl edge distnce
= 2.0h_,
= 3.0 tk"
Loatl Adiusbnsnt F cto.s (Anchor Spacin0) f.Load Adiustment Facbrs (Edge Distancel &
Iension/Shear loaft Tension, f&Shear, t",
Sprcing
E
in. (mm)
Anchor Diametet Edge Distance
c
in. (mm)
Anchor Diameler Anchor 0iamctet
,ls 'lz ,lt ,1,Ir 'lz It It ,lt ,lt Yt
2 (sr).50 2 51),80 .65
2'h ( 64).oI Ilz 64).90 .83
3 ( 76).83 .JU 3 76)1.0 .80 1.0 .65
Stlz ( 891 1.0 .58 3'lz 89).85 .7X
/| {1021 .o5 .50 4 (102).91 .80 .of,
4'lz (114|.79 .58 qth ntA).98 .85 .96 .74
5 ('t271 .90 -ol .50 5 (2n 1.0 .90 .80 1.0 .83 .65
5,h {140)'1.0 .55 6'h 140).95 .83 .91 .70
6 1152).83 _ol .50 6 t152)1.0 .87 1.0 .77
7 078)1.0 .74 .57 6'h r 65).91 .80 .84 .65
I {203).87 .01 7 (178).95 .84 ol .72
I {229}1.0 1'l I (2031 1.0 .90 1.0 .83
l0 (254).88 I 12291 .96 .94
11 QTSl .98 10 (254)1.0 1.0
t2 (30 s)1.0
s.,.= 2.0 h,.,.s" = 3.5 l!",,
fA=033 l.rg -017
fffs">s>s..
c,,, = 2.0 h,."", c", = 3.0 h.."
fn = 02 fi+0.a
forc,,>c>c,,,
c", = 2,0 h"",,, c" = 3,0 h-.-"
Lu= 0,35 fi-oos
forc",>c>cn.
136 Hilti Product Technical cuide 2001 . Hilti U.S.: 1-8OO-879-8OOO / www,us.hihi.com . Hitti Canada: 1-800-363-4458 / www.ca.hilti.com
Ancfioring Sptems
4.3.5 HDI / HDI-L Dtop-ln Anchor
4.3.5.4 INSTALLATION INSTRUCTIONS
i{11
2. Hammer drtl hole.l.A$urtd€pth gauS6 60 fiat 2. Hammer drtll
arf,ior win bo flush Yvfi
lhe concteto $rfaco wl|on
inshlled.
4.3.5.5 ORDERING INFORMATION
,1. lnEbll drd|s uslrg pr$€r set-
ting tool. SdtkU bolb be dd-
ven into anchor unfl settlu bol
shoulder mseb @ of amhor.
,,ir,;
3. Oean lds.
HDI Products
Anchor
fhread Sire
Carton Sbol Slainl63s Sleel 0uantity
per Boxllescription llem llo.Doscription ltem llo,Description llem l{0.
HDI r/.00045752 HDFL 1/1 247818 HDI(SS 303) Vq 00045787 100
Vs"HDlr/r 00045753 HDI-L s/o 247817 HDI(SS 303)Ve 00045788 50
HDI!/z 00045754 HDFL 1/z 247816 HDt (SS 303) th 00045789 50
5/s"HDI Vo 00045755 HDI (SS 303) Vs 00M5790 25
314"HDIVr 00045756 HDI (SS 303) v.00045791 25
Setting Tools for HDI / HDI-L Anchors
Anchol
Thread Sizo
Hsnd Setliog Tools Aulom.tic Sotting Tools I
Description Itom llo.oescription Item llo.
HST 1/4 Settins Tool 00032978
3ls'HST 3 Setting Tool 00032979 HSD.MM 3/8"
(TE-C-24SD10 3/8" Selting tool)00243751
1lz"HST th Setting Tool 00032980 HSD-MM 1/2'
oE-c-24S012 l/2" Setting tool)00?4375?
5ls"HST s/s Setting Tool 00032981
xlt"HST 3/4 Setling Tool 00032982
1. Use automatic aetting tools with TE-s, TE-sA" TE-15, TE-18, and TE-25 rotary hammer drills.
Hilti Product Technical Guide 2001 . Hilti U.S.: 1-800-879{000 / www.us.hilti.com . Hilti Canada: 1-800-3ffi-4458 / www.ca.hilti.com t,tl
Ancfioring Systerns
HDI-P Drop-ln Anchor 4.3.6
43.6.1 PRODUCT DESCRIPTION
The Hilti HDFP Dmp-ln anchor is an internally threaded, flush mounted
expansbn anchor for solid and hollo\i, concrete.
Product Features
. Optimized 3/4" anchor length to allow reliable fastenlngs in hollow core panels, pre-cast plank & post tension slabs
o Shallow drilling enables fast installalion. Lip prwides flush installation, consistent anchor depth and easy rod alignment. Setting tool leaves mark on flange when anchor is set properly to enable inspection & verification of proper expansion
Apprcvals. Factory Mutual (FM). International Conference of Building Ofiicials (IGBO) Evaluation Report No. 5264
o CiV of Los Angeles (CO|-A) Research Report No. 25350
Guide Specifications
Expanslon Anchore: Expansion anchors shall be flush or shell type which meet the description in Federal Specification FF-S-325,
Group Vlll, Type 1, for expansion shield anchors. Anchorc to be zinc plated in accordance with ASTM B6il3,
Sc. 1, Type lll. Anchors shall be Hilti HDI-P anchors as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121.
Shell or flush type anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be
installed Der manufacturer's recommendations.
43.6.2 MATERIAL SPECIFICATIONS
lnstalaton:
HDFP Carbon Steel material meets the reouirements of AlSl 1110M or AlSl 101O
Zinc plated for corrosion protection in accordance with ASTM 8633, Sc. 1, Type lll
4..3.6.3 TECHNICAL DATA
HDI-P Specification Table
Doscdption Length
in. (mm)
Bir Size
in.
AYerago Ultimate loads, lb (kN)Allof,able loads, lb (kN)
lmFieTSilPaleGtb lb{fiht!lm0de7.6llPqhmnb lblou Goo
Tanrion Sheal &nsion Shear Tension Shetr Ter|sion Shcal
HDI-P t/a s/r (19.1)1lz'lsn (8.5)irxro (r 3.3)21m (9.3){rm (17.8):r80 0.7)600 (2.7)1120 (1.9)fln (3.6)
1 . For Hilti matched toleranc€ carbide tipped drill bits, see section 10.4.1.
4.3.6.4 INSTALLATION INSTRUCTIONS
#
3, Clean hole.1. Set depth gauge 2. Hammer-drill 3, Cll
on drill. hole.
4.3.6.5 ORDERING INFORMATION
5. Insert setting tool
and strike with ham-
mer until anchor is
fully set.
6. Collff of sstting toolwill
l€ave an indentation on
flage of and}or when
properv expanded.
4, lnsert anchor.
HDI-P Products
oescription Itern ilo,0uantity/Box
HDI-P 3/8 00243554 r00
Setting Tools for HDI-P Anchors
0escription Item llo.
HSD-G3 "-3 " Setting TodM hand guard 00247776
HST-P 3 " - 3/r" Setting Tool 00253784
t.to Hilti Product Technical Guide 2001 . Hilti U.S.: I -80G879-8O00 / www.us.hilti.com . Hilti Canada: 1-900-3@4458 / wwlv.cahilti.com
@PqffiHR-
OSYSU-1, -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SwlTCH
I
I
iF
UL and GSFII Listed, Ft Approved, ilYilEAAccepted'
CE tarked
Dlmensions: 6.19'L X 2.25'V\t X 5.88'H
15,7cm L X 5,7cm W X 14,6cm H
Welght:2lbs. (0,9 kg.)
Encloe ure: Cover - Die4ast
Finish - Red Spatter Enamel
Base - Die Cast Zinc
All parte have clrrosion resiBtant finiehes.
Cover Tampen Tamper resistant screws,
Oplional cover tamper kit available.
Gontact Ratlngs:
OSYSU-1: One set ol SPDT (Form C)
OSYSU-2: Two sets of SPDT (Form C)
15.00 Amps at 125/250VAC
2.50 Amps at 30VDC r€sislive
Environmental Limltatlons:. ltlEtrlA 4 and NEIIA 6P Enclosure (1P67) when
used with appropriate watertlght conduit fittings'. lndoor or Outdoor use (Notforuse in hazardous
locations. See bulletin no.3400705 OSYS-U{X
for hazardous locations.). Temperature Range:40"F to 140"F (-40"C to 60"C)
Condult Entranc63:
2 knockouts for 112" conduit provided
Service U3€:
Automatic Sprinkler NFPA-13
One ortwo family dwelling NFPA-13D
Residential occupancy up to four slories NFPA-13R
National Fire Alarm Code NFPA-72
OAYSU-I Stock No. 1010106
OSYSU-2 Stock No. 1010206
GENERAL I1{FORTATION
The OSYSU is used to monitor the open position of an OS
& Y {outsirle scrcw and yoke) type gate valve. This device
is availiable in two models; th€ OSYSU-I, contiaining on€
set of SPDT (Form C) contacts and the OSYSU-2, con-
taining two sets of SPDT (Form C) mnlacls. These
switches mount conveniently to most OS & Y valves
ranging in size from 2" to 12" (50mm to 300rnm). They will
mount on some valves as small as 1/2' (t2,5mm).
The cover is held in place by two tamper resistant scrctws
that require a special tool to remove. The tool is fumished
with eact device and should b€ left with the building owner
or responsible party. Replacem€nl or additional cover
screws and hex k€ys are available. See ordering informa-
tion on page 4.
OPTIONAL COVER TATPER SWITCH
A field installable cov€r tamper switch is available as an
option which may be used to indicate removal of the cov€r.
See ordering informalion on page 4.
TESTING
The OSYSU and its associat€d protective monitoring sys-
tem shouH b€ inspecfed and tested in accordanc€ with
applicable NFPA codes and standards and/or th€ authority
having iurisdiction (manufacturer recomme nds quarterly or
more frequently).
potter Etectic Signat Company . 208.1 Crab Road, St. louis, MO, 631,16-416l . Phone: 800{2$3936/Canada 888{82-1833'wu,w.pottersignal'com
MKr. #8820m.1 - REV P
12Kt1
PRINTED IN 1.lSA PAGE 1 OF 4
@PqH#H,
OSYSU.I, -2
OUTSIDE SGREW AND YOKE VALVE
SUPERVI$ORY SWITCH
FlG. I STALLVALVE INSTALISTION - lr2" THRU 2 {/2'(l2,5mm THRU 63'5mm) SIZES
THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2| TO 12'OS & Y VALVES. THEY WILL MOUNT ON SOME
VALVES AS SMALL AS 'tn" (2,5MM} J-HOOKS MAy BE REQUIRED ON VALVES WITH LIMITED CLEARANCE.
CI.AIIP BAR
CARRIAGE
SLOITED UOUNTING HOLES
T/|AY BE USED FOR FINE
AIIUSTMENT OF SIYITCH
OhI BRACKET
BR^CKET
DwG. ,979-5
SMALL VALVE I NSTALLATIOI{
1, Ramov€ and discard 'C' washer a.d rolbr fto.n th€ Eip
lod.
2. Wittt th€ valvs in the FULL OPEN pcition, locate fie
OSYSU a6oss the valve yoke as iar as possiblo ftom lhe
valvo gland, so that the tip rod lays against lh€ non-
throaded porlion of ths valve sl6m,
3. Loosen th€ locking screw thal holds the rip rod in dace
and adJust the rod longth (soe Fig. 4). when adiust€d
properly, th€ rod should extend pasl th€ valv€ screw, but
nol so far that it contacls tho damp bar. Tigt €n the
locking scrsw to hold lhe tdp tod in daca.
NOTE: lf lrip rod length is sxcessive, looson the locking
screw and removs lhe trip aod fr,om the trip lover. Using
plisrs, break off the 1' (25mm) long notch€d s€ction (s€e
Fig. 5). R€insiall tsip rod and rsp€at Slep 3 procedure.
4. Mount tho OSYSU loos€ly wilh lh€ caniage bofts and
clamp bar supplied. On valv$ with limited d€amnc€ use
J+rooks supplied inslead of the caniag€ boltB and clamp
bar to mount the OSYSU.
5. Mark tho valv6 slom at lhe cenler of the trip tod.
6. R€rnow the OSYSU. File a l/8. (3,2mm) d€€p groov€
contar€d on the mark on tho valve stam utiliing a 3/16'
(4,&nm) round, non-tap€rsd fib. Round and smooth the
€dges of the groo\rs to prevent damag€ to lh€ valve
packing and b allow tho tsip md to move easily in and out
of lhe groove as tho Yalv€ is operat€d.
7. Mount the OSYSU with the tsip rod cenl€t€d in groov6.
8. Final adjustrn€nl is made by loos€ning 2 scr€ws (s€€ Fig.
1) and sliding the OSYSU on the brack€t. Adiusfn€nt is
corr€ct wh€n swilchss al€ nol activat€d with the trip rod
seated in the valve siam groovo and that the switch€s
ac*ivale trfien tho lrip rod moves oul of the groove'
9. Trghten lhe adiusfn€nt scr€ws and all mounting hardware.
Ched< to insure that |h€ rcd moves out of tho groorre easily
and that th6 swilchgs ac,livate within one tum whon lhe
valve is operaled trom lhe FULL OPEN towards the
CLOSED posi$on.
NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT
THE STEM THREAOS DO NOT ACTIVATE THE SWITCH.
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FALSE YAI.YE OPET INDICATION.
PRINTED IN IJSA PAG€ 2 OF 4MKT. #8820m{ - REV P
12n1
@PqlffiR-osYSU-1, -2
OUTSTDE SCREW Al{D YOKE VALVE
SUPERVISORY SWITGH
FIG.2 LARGE VALVE IIIISTALLATION - 3" THRU 12" (76mm THRU 300mm) SIZES
r THRU 12-
USE CARRIAGE
ON INSIDE OF
IS SUFFICIENT
SLOTTED MOUNTING
HOLES, MAY BE USED
FOR FINE AIUUSTMENT
OF SWITCH ON BRACKET.
Dtl,c, #979-4
(76mm THRU 30omm) VAVES
BOLTS. BOLTS MOUNT
YOKE. IF THERE
CLEAMNCE.
BRACKET
CLA}'P BAR
CARRhGE BOLTS(2 REOUTRED)
ROLLER
GROC'r/E
YOKE
VALVE STEM
TRIP ROD
GLAND
LARGE VALVE INSTALLANON
1. With th€ valve in lh€ FULL OPEN posilion, locate tho
OSYSU acro$ ttr6 valve yoke as far as po88iHs from th€
valv€ gland, so that the trip rod lays against lh€ non-
thtsaded porlion of lhe valve stern,
2. Mounl th€ OSYSU loosoly with the caniage botts and
damp bar supplisd.
3. Loos€n the locking scr€w tllal holds the fip rcd in placa
and adiust the rod lenglh (soo Fig. 4). Wh€n adiuslod
properly, th€ rod should €xtond past the valve scraw, hrt
nol so far that it mntacts the clamp bar. fighten lhe
lociing ecrsw to hold the uip rod in plac8.
NOTE: lf trip rod longth is €xcossivo, loosen lho lod(ing
screw and ramovo th6 llip rod from the lrip lev€r. Using
pliers, break off lh€ on€ 1' (25.nm) long notched soction
(s€€ Fig. 5). Roinstal hip rod and r€peat Stap 3 proc+'
dur€.
4. Mark th6 v€lv€ at€m at the center of lh€ trip rod.
5. Rsmovo tho OSYSU. File a 1/8' (3,2mm) d€€p grcove
@nt€r€d on th€ mark of the valvo st€m uli[dng a U8'
(9,5mm) round, non-tapered fil€. Round and smoolh tho
edg€s of th€ gloove b pr€\rsnt damagg b th€ valv€
packing and b allow the trip rcd lo move easily in and out
of lhe groovo as lho valvs is operat€d,
6. Mount the OSYSU loosely with the ttip rcd centerod in
groove.
7. Final adlustnent is made by loosening 2 gcrews (see Fig.
2) and sliding tr|€ OSYSU on lhe biacket Adiustmenl is
con€d whsn swilct|es are not aclivated with ths trip rod
seated in the val've 6tern grcorre and that th€ ewitches
adivato within ono tum wh€n th€ valvs is ops-at€d fom the
FULL OPEN lowards the CLOSED position.
8. Tighten lhe adiustnont scr€ws and mounling hardware.
Chsd( lo insure that ths tod moves out of ths oroov€
€asily and that tho switch€s activate within one tum when
lhe valve is op€rated from th€ FULL OPEN towards lhs
CLoSED posilion.
NOTE: CLOSE TtlE VALVE FULLY TO DETERMINE THAT
THE STEM THREAOS DO NOT ACTIVATE THE SWITCH,
THE SWITCH BEING ACTIVATED BY THE STEM THREADS
COULD RESULT IN A FAISE VALVE OPEN INDICATION.
MKT. *8820004 - REV P
12t01
PRINTED IN USA PAGE 3 Of ,I
(Ftffi
Ytr TheSYmbolotProtrction
osYSU-1, -2
OUTSIDE SCREW AND YOKE VALVE
SUPERVISORY SW]TCH
PARTSFIG.4DITENSIONS
E lra
FIG.3
l_&_t
tl
hJlllt IYtl
Fa.Et -
l-t
ll
\rl
BREAKINC EXCESSN'E ROD
LEiIGTH
FIG.5
tf6 .tt,.7
SWITCH TERTINAL
GOITNECTIO]|S
CLATPING PLATE
TER]IIIIAL
E llE>t
CAUTIOT:
An unhsubbd sdion ol s rirub conductc
should not bo loopsd rromd lho bminsl atd
s€ry6 !s iro saparab conn€cdo'|3. Tha wit!
nust b sorcrbd, tsaby FDvidhg suporvl
rBirtr d lho contloalton h tlB sv€nt lhsalh€ wi€
boconEt dlrlodgod fom und6t lho Lfmhal.
TYPICAL ELEGTRICAL CO}I}IEGTIONS
noc^th6
D€I'ICE
ENO (T
ttrE
ffs!;roR
tffi, ,9t9-l
contacis st|o||n h rplrnal (rratve open) condition-
wPlcAL SWITCH ACTlOll
oP€N VAL\,E PiO$roN cLosEo v L\rt PosfnoN
ORDERING INFORMATION
MOOEL DESCRIPTION STOCK NO.
OSYSU-1 Outside Screw & Yoke-Supervisory Swilch (Single switch) 1010106
oSySU-2 outside Screw & Yoke-supervisory Swilch (Double switch) 1010206
-- cov€r sffew 5490344
- Hex Key lor Cover Screws and Installation Adjustmenls 5250062
- Optional Gover Tamper Switch Kit 0090131
For pressure rsducer type valv€ installation kits (if required) conlact valvs manufacturer'
_,,sLcgu,J;;q,. t*o.
sw tr kTI h N.c_
l-
cg" lt;;
su lz kTI'u_
cou. tf[*rt\L
(to.. cnarr t rao'
ro F(r€tr rfi co||.l-]i(c.
ro slPCR/(*tRn Cticl.rl(r @r{n(I. F^rtt
PRINTED IN USA
owc. #979-2
PAGE 4 OF 4MKT. S8820004 - REV P
12101
(DporrEn*
Y ma Wnbol ol Pntodicll
vsB-F (vDs)
VANETYPEWATERFLOW
swTcarwlt|RErAFD(vIts)
UL and ULC List€d, FM, LPC and vds Approwd' CE
Mad€d
Servlce Pro$urs: Up b 31 BAR (10 BAR por VdS)
Mlnlmum Flow Rtls ior Alam: 38 Lit€rs/Min.
ilarlmum Surgo: 10 lilS
contac't Ratlngr:Two s€ts ol SPDT (Form
c)
l5.00AmPsar1251250
vAc
2.00 ArnN at 0'30 VDC
Rosistivo
Encloeure Radng: NEMA4/1P55 Rated Endo-
sure'wi€n us€dvuithPtopor
conduit finings
EnylronmEni.l Llnlbtlon.: 4'5'C/49"C
Caudon: This d€vica is not intand€d for
applications in €xdosi\r€ onviron-
ments.
Stse3AYallaue:For scfiedukgs 10lhru l|o, pipe
sizos 2'ftru 8' DIN 2/t58,
tripo sizes sftnm thru 2(Xlrnm
Oguonak Cov€. Tarnp€r Switch Order Stk No.
00qn18U.s. Pat. ib. 3S219Ag
Ciladan Pat l{o. im9680
Ot€r Patsds P€nding
Potter Elec{rb, Rd., 1990
GENERALINFORiIATION
Th€ Model VSR-F is a vano type rvat€rnow s{it tl
tor use on w6t sprinkl€r syst€r l. lt is UL Listod,
FM, LPC and VdS approved for use on st€€l dp€;
schedules 10 thru 40, siz€s ? lhru 8., as well as
s0rnm ihru 200mm DIN 2458 pipe. s&nm DIN 2ili()
is also appmv€d.
The unit may also b€ u6€d as a sedional watorllost
dstestor on larg€ systems.
Th€ unit contains two singlo pol6, doubl€ $mw,
snap action swilcfios and an adiustaHo pnoutnatic
r€tard. Tho switcfies aro trtuat€d wh€n a flow of at
least 38 titers p€r minute occuls tlownstr€am ot lhe
devic€. Th€ ttow condition musl €xisl tor a petiod
of tim6 nscossary to ovarcom€ lh€ s8loctod retatd
pedod.
ENCLOSURE: Th€ unit is enclos€d in a gen€ral
purposs, casl aluminum hoLr,ging, Th€ cover is h€ld
in plac€ with two tampor r€sistant screyvs which to-
quire a special key for r€moval. A fi€ld installable
cover bmper switch is available as at oplion whictl
may be used to indicat€ unauthoriz€d removal ol
the cover. S€e bulletin no. 540OZZ5 for inslallalion
instructions ol this switch.
INSTALLATION: SEE Fig.2
Th€s€ dovic€s may bo mountsd on a holizontal or
venical prpe. On horizontal ppe they should be in-
stall€d on th€ rop ddo of th€ pi9€ wh€re they will b€
aaest'trle. The uriF stlo{rld nol bs inslall€d wnhin
lsornm ol a fiaing s'hich changes th€ dirsction of
thg wat€rflow or within 600mm ol a valve or drain-
(Follow lhe instruclions for vds and FM r€gula-
lions.)
Drain th6 sy$€m and drill a hole in the pip€ using a
circular saw in a slow spo€d ddll. The somm and
65mm devic€s require a hole with a diamet€r ol
32nvn *2trm, All oher sizes require a hole wilh a
diamel€r of 50mm tzmm.
Cl€an the insid€ pipe of all growth or olh€r mat€rial
lor a distanc€ €qual to th€ pip€ diam€ter on eilhor
sida of th€ hole.
Roll th€ vane so lhal il may b€ ins€rted ir o the
holo; do not bond or croase il, Inserl lhe vano so
that th€ arrow on th€ saddl€ points in th6 di€ction
of th€ wate ow. lnstall th€ saddl€ stftlp and tight€n
nuts altemat€ly to arn €v€ntual 68 N-M of torque.
S€e Fig. 2. Th€ vane mu$ not rub th€ insid€ of lhe
pipo or Und in any way.
MFg. tsi'oloao - REV O
3/09
PRINTEO IN USA PACIE 1 OF 4
FIG. 2
uc. fro2o-2
vsR-F(vDs)
VANETYPEWATERFTOW
swrTcfi wlTH RETARD (VDS)
00 ,{)r LfAt€ cdrER dF rd
EX1E {ED FEf@ Of IUE
r|Gtmx l{uls IEnNAIELY
IO A\I EVENTI'^L6tf,i f Tfiq,E
xdtn o{ ,FE tto tRR(r(}. sroal P(Ir|Istrecno{ c r rERttof
nd.! PrDo{! r{ ePoglE
un€cTror f r ftstof
FIG. 3
tSitqurtqcoE!at-[ d r.-r------1Er-Ti;-r-TitlEEHl-Ff-t+-{gHH
lrarEroaEt t( Irc'r x r!r .llr aron|.ha aE|l - traaaor.F *l o.rta a rna rlgolE a
m rdrrl. tnl a loIit rqda!
(F)rrorrEn*
Yl fhe Synhol st Mection
SWITC}ITERMINAL
@NlrEcTtoNs c|.AitPrllc
PI.ATETERNNAL
Ftc. t
I(|]E.J
CAUTION:
An uninsulatad secton ol a single conductor
should notbe looDed around the terminal
and serv€ as two separale connections.
The wirs must be seversd, thsreby provid-
lng supervlslon ot the connection in lhe
event lhal lhe wire bocomes dlslodgpd from
undortrot6minal.
rrlrur aac||l.ra
tr{ra
rl.d! G
TESNNG
The fr€quancy o,l€slir€ iorlhe model VSRF and ils ascociatad
proiective monltoring sysiem should be in accordance wilh appli-
cableslandards. bul under no circumstances less than bi-monthly.
f proyidod, tho'lnsp€c-tofs Tect" valv6,lhat b usually localed allh€
end ollhe most remote branc+r line.should always be used tortest
purpos€s. lflhere are no provisions iortgsthg lh€ opsration ofthe
llowdelection devlce on f|esystem. application oflhe VSR-F is not
recomm6nded oradvbable.
A mhimum flow of 98lilsrs psr minutg is roquir€d to aclivate thig
devico.
IMPORTAttT NOTICE: Pleaseadvisetheperson resDonsibl6lor
tss ng dlheFlrsProlectbn system lhatthis sy$em mu3tbo tEslsd
in actordance with lhe "T€6ling" I nsttuctions.
TYPICAL ELECTRICAL CONNECTIOI{S
NOTES:
1. The Model VSR-F has two
swilchsa. one can b€ used lo
op erale a cenlralstation, propn-
elary or remote 8ignaling unit,
while the olhercontact is used lo
oDerale a local audible orvisual
annunclator,
Acondition of LPC Approvalot
lhis producl is thai lhe electrical
snlry musl be sealed lo exclude
molsture.
3 For supervised ci.cuils see
"Switch Terminal Connections'
drawingandcaulion (Fig. 1 ).
APPROX. RETARD SETTINGS ON SEC,)
OABCDEo 1G25 20-40 35-55 5070 6090
FIG, 4
TYPICAL TEST EOUIPMENT COIIFIGURATK)N
1= Water flow detector
2= Shul-ottvalve
3= Pressufe gauge (Class 1-6.0to 16 bar)
4= Nozzle (K-laclor30)
5= Funnel(optional)
-.1 l-ro.- .r- **
0t1 60n n gZE (XlY
usE AIIAPIERS S Sr|otrl A8(}\/E
TO SATEfY VdS Rf,ouREratm
NOIE A @}IDNON OF TPC IFFROYIL OF IHIS
PROqrCr |s fiAr A REltFo sETm€ tr o oF
73 SECONttS SraA! r{Or At E'(cEqf,O.
To€rlovoknod@uts: Plac€scr€Mrf'r€a
at €dge of knodoutB, not in th€ c6nl6r,
MFO. *s401020 - FEV A
3/03
PRINTEO IN I,JSA PAGE 2 OF 1
Bulletin 136K
Model Fl FR
Model FlFR Recessed
Quick Response
Sprinklers
gl
o
5'
(t
U'x
t\,lodel F1 FR SprinlGr Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
-HSW 1 Deflector
tvlodd F1FR Reesed SprinlGr TyPes
Recessed Pendent
Recessed Horizontal Sidewall
- HSW 1 Deflector
UpnSn
Produd Desaipiion
ReliableMod dsFlFRand FlFRRecessed Sprin klersare
qr..{ck response sprinklers wtrich csnbine te furability of a
sAnOarOsprin t<*irwih heattractivelourprofi le of adeco ra-
the sprinkler.
neUoOes ftfR ard F1FR Becessed aubrnalb sptin
lders tdi[re a3.O nm frangf,t e glass h-lt. Ttese spdrlders
travedernonsfated responsetimeinlaboratorytestswf*th
are frve tg ten limes faster than shndard respmse sprift'
klers. This quick resporse enaHes fie Model F1ffi and
F1FR Recessed sprinklas tc apply uater to a fire much
taster than sfiandard sprinkhrs of the sanE tenperature rat-rs-The glass bulb consists ol an accurately contrdled
antort ol spec.ial fluid hermelical$ s€aled imide a pre
ciseVmanufactured glass capsule. Thb glass bulb is spe
cialv consruded to prwide fast herrnal response. -The
balrance of parF are rnade of brass, copper ard @litrn
nickd.
At normal ternperafures, the $ass btjb contains tfp fltid
in both ttre liquid and vapo'phases. The vapo'ptnsecan
be seen as a srnall bub He.Asheatisapplled, the [q dde,r-
panG, forcinq the budcbb snnlH and srnaller as tp liqukJ
bressure incr6ases. Conthued freating forces tp fiquid to
fulsh ant against tl€ bulb, causing fte glass tc $atter,
openirg frawaterway ard allorrving t|e deflector to distib
ute the discharoino water.
The temperafirrdrating of fie sprinkt'er is irlentified bythe
color ol he glass htlb.
Ho{zont{ Qdeudl Recessed pendent
HSW l Deflector
Application'Ouick resoonse spririders are used in fixed fire protec-
tbn wstens:Wet,t'jy,DdugBor Reaction. Care must be
exercisedtntfreorililcesize, ternperature rating, defl ectol
sMe and sprinkler type are h accordance with he latest
orffisfreO standards of tp Naional Fire Protection Asso
biatim or te approving Autprity Having Jurisdiction.
Oubk rcsporse spr*rklers are intended fcr installalion as
soecifiedin i{FPA 13. Qu{ck responsesprinklersand stan-
clard response sprirklers sttotJd rrt be intern$xed.
Recessed Pendent
Vertical Sideuall
The Re6abb Arbrnalic Sprirkl€r Co., lrn $25 Nortr Mac0ueten Parl<raay, ttlh.rrt Verncn, Nevv Yok 10552
Model FIFR Qulck Reponse Upright, Pendent & Convenlional Spdnlders
Insbllation Wrench: Model D Sprhkler Wrench
lnshllation Data:
ld€n tified by a pinllo ex tend lng beyond
Upright
SprhklerType
StandarHJpdgtrt(Ssu)dd Penthnt( SSD
DsfrecbrslrartodblndicatePosilbn
'lCFactt Sprintl€r
HeUr
Apptor€l
o'ganizatbn
Strinldsldentificalbn
Nunber(SlN)
r,ts Meth SSU ssP
i/""( ls.nrn)Stan dard Or ifce w h f NPT (RiA Thread 5.62 81 .0 2.2 (.trrrfi)1.2.3.4.5.6,7 m625 R3615
'/..i (&nmllarqeOr i fico wilh t" NPf (Ry{)Thread 8.0 115.3 2.36&rm)1.2.3.4.7,8 w2 R3612
'/-'( l7mm) srnal Or ificewith r NPT (R,,)thpadf,)4.24 61.0 2.54" (ffirml 1.2.8 R@3 R3613
r{' (1omm) S{nallor ilice wih l'NPT (M) thread(1)2.42 40.6 2.54" (66nm)1.2.8 R@1 R361 1
lonmorifice )l-H wih R-/J thread 4 t0 59.1 56.1mm 4,6.7 R3624 R3614
Con\€ntional-lnstall in Uprightor PendentPqsitbn
4.10
5.6
8.0
59.1
8'1 0
11 5.3
56.1mm
56.1mm
58.&nm
4.6,7
4.7
I
83674
R3675
Rffi72
l Onmolitice )CH witr R{ ftread
1srnm $andardorifcswitr ,/r' NPt (RZ) Thread
20nm l-aroe Or i frco wih 3/- NPf Gyr)Ihread
tr)the de tl€c trt
Pendent Conventional
Model FlFR Quick Response Recessed Pendent Spdnkler
lnstallafion Wrench: Model RC1 Sprinkler Wrench
Installation Data:
Nominal
Orifics
Thread
Size
"K" Factor Sprinkler
Height
Approval@
Organizations
Sorlnkler ldontilication
Number (SlN)US Metric
'/i (lsnm)l" NPr (Rr.)5.62 81.0 2.7(fi(ml 1.2.3,4.5.7.8 R3615
4i'(*fft\\1" NPt (83,1)8.0 I tc.J 2.Y6&rm)R3612
'/.3fl| {t 1mm)l" |\lFT (Rv.)4.24 61 .0 2.54" (6trnn)1.2a 83613
l"(1'(tqnm)iz-" NPT (RZ:)2.82 40.6 2 54" (6trrn)1 2.8 R361 1
'1omm RI 4.10 59. 1 56 1mm 4.7 R3614
jf bentilied oy a pintle extending beyond he detlector.K R€ fer to os cutch eon data ta ble lcr ap pfo,/ als and dimen sions.
,772.-1-T
L
2.
lnstallation
Qubk response spririlders ae inEnded br kstdldbn
as soecified in NFPA 13. Qlick respqrse spdrklers aI
staniJard resEnnse sodlders $old not be inHmitecl.
and
stanrJard response spdrnders
Mdnbnance
The fvlodeb F1ffi ard Flffi Recessed Spdnklers
sfrcrld be impected cirarbr! q4glthe-sprinkler q7stern
nE{ntained h-aocordarne wih NFPA 25. Do not d€n
sodr*brs wifr smp and $/ater, arnrpnia or arry oter
<fuariunr Us Rerptedr.stbymirpasdtbnr$ rgen-
ile vanniu. Renrcrye arry ryirlder which has been
Dairled (otter han faffiy +died) c darnged h any
ua\r. A strck d soare splilders shoJild be maintained tc
aki"v quick r€ddrcryterft d daTlaged s opereted spril
lders. Rior to ihstalHion, sprinkler5 shotld be nnintained
in he orioinal cartrcns and packaging until used to minF
mize tre-potentld la dantage td spri*lers ttEt wqjd
czuse improper operation or non{peralion-
SpdnklerTypes
Standard Upright
StandatdPendent
Comrerrixtal
Side\mf Oedical, Fkrizontal HSVV1 )
RecessedPendent
Hecessed l-bdzmtal Sidewall HS\ /1
Finishes (')@
The Model' F1 FR Ri*essed AiX Resporse Sp.i*lers
are tc be lrstalled as $rorvru lte lvlodel Fl a F2 Escrrdr
eom iilr.rsfaed are t|e orty reoessed esq.frcf|etrE b be
rsed wih tre Modd F1FR Spti|<lers lle tse cf any dcr
recessed eso.ilcfr eonwiflw*Jal4prordsanJreg&d
uananties.
Vllheninsbll inoModd F1ffi Sprinklers, rcetpModel D
SodnlderWrenchl Vl,/tren insErlling Modd F1FR Recessed
Sidewall Sprinklers, use the Model GFR1 Sprinkler
Wrench. Ui]e tlre Model HCl Wrerrci tor insblling F1FF
Recessed Penclent $girtders. Any dnr llrye d wrerrch
rnay darnge ftese sgirlders.
Apprctval Organizalbns
1. UndeMriters laboratories, Inc.
2. Underwiters' Laboraories d Carnda
3. Factory Mutrnl Research Csporatlon
4. Loss Prelentim Canrpil
5. tlYC BS&A Nlo. 587-7$SA
6. Meers MIL-9901C and MILSTD 167-1
7. Verband der Schadenrersicherer
8. NYC MEA25&90€
ULI Usting Category
Sorinklers, Autornatic & Open
Ouick Response Sprinkler
ULI Guide Nunter
VNIV
Temperature RatingB
(1) Not available tor recessed sprinklers.
Escutcheon Data
Eso,tl*|on
t\,lodd App|uv*Adi$tnert ElinerEbn
Fccf Fthgb
CelBcrwd
OinerE*rt
F1 1 ,2.4 t"
(1gmrn)
il{-,x;
(snm - 24mn)
F2 1.2.3.4.5.7 .8 /!
( 13mm)(25mm)/,{-'x;
{srrm - 24nm}
(1) Oher tin ishes and col ors afe avail able on spe chl or der.
Consult the factory tor details.
@ FM Approral is lim ited to bronze and brass, chrome or black
Dlated fin'lshes dlv.
Odering lnfonnalion
Soecifu:
1. Sprihkler Model
2. Sorinkler Type
3. Orilice Siz6
4. Eleflector Type
5. Temperature Rating
6. Sprinkler Finish
7. Escutcheon Tvpe
S. Esctictrnn frish (wtrere apdicable)
Note: When Model F1FR Recessed sprinklers are
ordered, the spirlders ard escutcheons are pacl'aged
separately.
TheeouiorDentoresentedinthisbt,btnistobeinsi8Iedinacco.dancewt'lrErateslper[nenlstanda'dsotltEt.|albndFireProl€clionAsdabn'fc|or
c"; il;'rkffi;6ffi;i;i 6;; ga;t; fi"ns;naasowrrt*provi rlrroof govemrnendlcodes o.cr dinarrces s'tEn evet ap pt ca bb
ProdUctsmanulac|uredanddistdbut]edbyFelebbhavebeenpo|L.ctin9l'e9ndgopertyloro\,ef8oyears'ardgreinsia!eda.dserVicedbyt|errDh|frq@
ble sprh lder con bac tas b cated trrough out ttE Urited Slates, Can ada and ior elgn ccun ||€s
The Rdiable Aubmatic Sp{idder Co., Inc.@*#'
(800)431-1588
(800)8,4-6051
(914)668-3470
www'religbbsprhkler .corn
Sales Offices
Sales Fax
Corporate Offbes
lnternet Address
Revisbn lines indicate t4dated or new data
EG. pnm.d. u.s-A- r2,lo0 P,1N9999970027
Bronze
Chrome Platsd
White Polyester Coated
Bright Brass
BIack Plaled
Black Paint
Off White
Satin Chrome
Bright Brass
Black Plated
Black Paint
57
79$
't41
tJo
'155
175
26
286
t
INCORPORATED
Fig.2N&"Trimline" Adiustable Band Hanger
4 t se s-t -1qtm lXq 2-5ts 400 12
1-1t4 y6 &rrna10nm lg4ffi
&rm or 10nm $1/8 2-t2
11n 3/8 &tm tr l(tnm !7ll8 2-718 400 14
.+3 1omm
1omm 7-38 5-114
12rrvn +1/8 *114
1tunm 'lu^1l8 &3/4
I 'l2mm 1$
+ 2 }tg &rm or lornm +1nL 3 4!0 151n600v
35
66
73
600
1000
12ffi
1250
1250
38
1t2
1t2
1n
-t4
5
@RONA CA (909)737'5s99
-SIze Rarrye- ll?thru 8 inch PiPe.
lfetedal- Carbon Sbel, Mil. Galvanized to G-90
specifications.
Func{on - Forfi re sprinkler and dher general piping
pnrpoc€s. Knuded swivel nut design pernits hanger
adjusfrn6nt after irHallation.
fuaht196
. (112 bru 2 inch) Flarcd edges ease installation for all
pipe typ€s and protect CPVC dastic pipe front
abrasion. Captured design koeps adjusting nutfrom
separating with hanger. Hanger is easily installed
around pipe.
,(2-1f2lhru 8 inch) Spring teneion on nut holds it
securely in hanger before installation. Adjusting nut is
easily rmoved.
Appr",yats - Vnderwriters' laboratories Listed (1/Z
thru 8") in the U.S. (ULl and Canada (cULl for steel
and CPVC plastic pipe and Facfory Mutual
Engineering Apprwed ("4" thru 8"). Conforms to
Federal SpecifGations VVW-H- I 7 1 E, Type 1 O, and
Manufadurers Standardization Society SP-69, type 10.
Maxlmum lemperafure - 650'F., Frnrsrr - Mil. Galvanized, for Stainless Steel materials
order Tolco Fig. 20(MON.
Otder By -Figure number and pipe size'
2 1/2 THRU 8 INCH PIPE1/2 THRU 2 INCH PIPE
'frer
-89-
INCORPORAIEO
CA
Sire Ren€E--Secur€s 318 thru 7/8 incfi harqer
ttalerter - Carbon Steel.
Funcibn--Secures channel to hangel
vertical seisrnic bracing.
Flnicr-Eleclro
Ordq
SizeRar4rc-3/8thru 7/8 irch rod in I
inch increment$
ilaferial - Carbon Steel.t axfumt m TenD qafu w7 5O" F .
Frrrstr* Plain.
Ordvffiigurc number, rod
diameter, rod length, and finish.
lYot*AvailaUe in ElectroGalvanized
and HDG finistt or Stainless Sbel
mderids.
Fig. 99
W
* raxREc. LoAD r.esry FoRSERMcETEflPSttZE .rlnoE
3/8 610 5401t2 1130 1010
5/8 1810 '1610
3/4 2710 24m7/8 3r/O *|60
All Thread Rod Cut To Length
HDG finistr or Stainless Steel
Fig. 100
AII Thread Rod Full Lengths
Size Range-UB thru 7/8 inch rod
in 10 foot lengrths.
Material - Carbon Steel.
M axi mum Temperatu r*7 50" F .
Finisfr- Plain.
Order By-Figure number, rod
diameter, and finish,
,Vote-Available in Electro-
Galvanized and HDG finish or
Slainless Steel materials.
tD LBS.
TEHPS
APPRO)L
UUEIGHT
12
29
53T
123
t\?
360
510
215
540
1010
1610
2420
3360
3t4
7t8
240
610
'1130
1-1t4
t1n
'1810
8000
11630
71
:71-
10370
t
INCORPORATED
coRor{A cA
Slze Renge- 3/8 thru il4 inch rcd.
Fonc'bnlor dtacfiment tio sfudural shapes requirirg
wider throat especially under roof with bar jcid
oonstruction. This damp may be used in the set screry
down position only.
Apprtovd* Facfory Mutual Engineering Approred for
rod sizes U8 and 1f2. inch. Conforms to Manufadurers
Standardization Socioty SP-69, type 1 9.
Finistl-Plain.
lUot*Avdlable in Electro-Galvanized ff nish.
Ord*ffiigure number, rod size, andfinish.
lfofe-Do not orer tighten set screw.
Wide Throat Top Beam uCu Clamp With Locknut
Fig.68
i.,i ..'--.'
"- '/ ..-
i "!--
:
I
I
I
-."."1.?.../..i
I I,
I
I
\'--
RoD-szE B c D F .r41tr1_. lr|orA o i' ., - LOAD LBS. WT./100
- 3/B 't-11t16 91 2p,B2 3/8 4oo 34
1r2 1-11t16 1-118 7181-1t4 1
3/8
1t25/8 2-'lt4
50
AI
86
500
6003t4 2-AB t1l4 1-118 9/16 800
-63-
ictaulis
r"($mt carffcOcwar
Flrelock products com-
prlse a unlque system spe-
ctfically designed for fire
Dmtection services. Fire-.[ock
full-llow elbows and
tees are a CAD-develoPed'
hydrodynamlc deslgn that_
has a shorter center- to- end
dimension than sEndard
nttings. A noticeable bulge
allows the water to mal(e a
smoother turn to malntain
similar fl ow characteristics
as standard full flow fit-
tings.
FireLockil
Fittings
Firelock fittings are
designed for use exclu-
slvely with Style 0O5 Ftre-
Lock coupltngs. Use of
other couplings or flange
adapters may result tn bolt
pad tnterferen ce.
Victaultc Firelock fi ttings
pressure ratings conform to
the rattngs of Vlctaulic Flre-
Lock Style 005 coupilngs.
PRODUCT DESCRIPTIOil;t
Patented
@de
See Vicraulb
publicaibn 10.01
lo. d€laib.
DtMENSIOIIS
)\
C to Ert'
'.dm.WEry
o. 003
.,G$
No, 006
Victaulic! wbrld Headquarters. p.0. Bor 31. taston. pA 1flN4-m31 . 490'l Kfssl€rsvill€ Rd.. taston, PA 18010 . 1-800-PlcK Vlc' tD(:6.10250-8817 ' wufl.victaulic.com
No.001
1539 Rev C 3/01 o Regrsrered Irarbmal ol \ltralm c copyohr lgeg vdalhc Prinred in u.s.A
FLOW DATA
stzE
l|omlnd
hchds
Fdcdond neabtrnca
Equ|vrLnt Feeun1!.rers ol Stra$ht PlFc
90'Elbow
l{o. 001
/l! ESovt
No. 003
Sirdght T.o
tlo. 002
Brrnch Run
J,5 8.5 3.5
2k 4.3
,l 0.8 4.3
76.1 mm 1.5 1.0 4.5
3 5.0 2.6 3.0 50
,l 6.8 34 to ,o 6.8
5 9.5 4.2 21 .O of
I 0.0 5.O 10.0
8
..
3.0 5'o al n 13 0
upon l|lc prcssurc
iIIATERIAL SPEGI FICATIO]IIS
Flttlngi Dtrctite ir(nr ('onfofrn.
inlg to A.STM A 395. grade 65.
45-15. antl ASTM A 536- grade
05 45 lZ.
Fltting Coadng: Ofange
elrarnel
Q Optlonat Hot dipped
ualvanize<l
This produd shol be nEnt rcfued by Vda$c CodDany. Arl pjoducrs slli be kE&rEd in accqdarce wit'l crttern v]cralh itEra aod6semb!' instuclbrE
Vicbutic r€s€aves th€ rigtf o-clt€.€e p.odGi sdddibni d6igr|5 ard stardoart eqjF)|rpd dtlnt md@ and rdtE|r itt ,ing obligotixrs
10.03 - 2
ictaulie
m($ml caml co,npany
PRODUCT DESGTIIPTIOiI
The unique angle-pad -design of the Zero-flex'
Style 07 coupllng adjusts to
standard pipe and roll or
cut groove tolerances, Posl-
dvely clamplng the piPe to
resist flexural and toNional
Ioads. Wider key sectlon
fills more of the groove area'
Style 07 couplings are rated
up to 750 PSI (5175 kPa),
I iL)l(' Ltinlirrtr(\l'Jtl rirr:(r 2
dependant on size, for I -
24' (33.4 - 609.6 mm) Piplng
systems. StYle 07 cou-
plings provide rlgiditY for
valve connecdons, machin-
ery moms, ire mains, and
long straight mns SuPPort
and hanging requlrements
conespond to ANSI 831.1
PoweiPiprng Code, ANSI
831.9 Building Services
Style O7
Zero.Flex@
Rigid Goupling
Code and NFPA 13 Sprtn-
kler Systems. Angle-pad
deslgn permits assembly
by removlng one nut/bolt
and sclssorlng housing
over gasket. Reduces the
number of components to
handle durtng assemblY,
spe.eds and eases installa-
don.
@*@
DIMENSIONS
ffi
Typlcal I - 12'
15.r45
2-5,hx 3Yl
21 4tJ5
?-t/eX 3th
R( l(1 tO ||:{'\, r|| ';rr_. 2.
Victarlif WoH ]teadqjarttrs . p.0. Bor 3i, tasm. PA l&Xt {n31 . 1$1 Kesslersvilh Rd.. Ea$m. PA l&40 ' 61U559-33m ' tf0(: 610/250-8817 ' *YftY vidaulictrn
1482 Rev.C af!19 O Regtsrs€d Tradefiaak oa Vidairl'c O CopFgt[ ]EX] V€taolic Prided in u s.A.
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Oolorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Antlers east elevation stucco applique DRB Number: DR8030047
Proiect Description:
Apply medium colored stucco, to match existing, to the concrete section of exterior wall on the
southeast portion of the east elevation.
Pafticipants:
OWNER ANTLERS CONDO ASSOC O3|IO|2OO3 Phone: 476-1012
Robert LeVine
Rob@antlersvail.com
License:
APPUCANT CASSON BUILDING CORPOMTION O3l[ol2003 Phone: 303-690-1500
15630 E. HINSDALE DRIVE
ENGLEWOOD, CO
80112
License:
CONTMCTOR CASSON BUILDING CORPOMTION 03/10/2003 Phone:
15630 E. HINSDALE DRIVE
ENGLEWOOD, CO
80112
License: 150-A
ProjectAddress: 580 LIONSHEAD PLVAIL Location: 680 UONSHEAD PL
Legal DescripUon: Lot: 3 Block 1 Subdivision: Vail Lionshead 3rd
Parcel Number: 210107206000
Comments: See conditions
BOARD/STAFF ACTION
Motion Byr Hans Wolrich Action: APPROVED
Second Byl Margaret Rogers
Voter 3-0 DateofApproval: 03/19/2003
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005753
Stucco application to stop wrapping at the inside corners.
Entry: 0312012003 By: Matt Gen Action: AP
o
DRB Fee Paid: $20.00Planner: Matt Gennett
o
Application for Design Review
Depaftment of Community Dwelopment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co'us
General Information:
All projects requiring design review must receive approval prior to submifting a building permit applicaUon. Please
refer to tne submittit reqlirements for the particular approval that is requested. An application for Design Review
cannot be ace4p. tgd until all required information is received by the Community Development Depaftfient' The
project may atij"fieed to be reviewed by the Town Council and/or the Planning and Environmental Commission'
besign review appmval lapses unless a building permit is issued and construction commences within
one year of the ipproval. G-*4
Description of the Request:!pcni f S L,:, itt
LocationoftheProposal: Lot: 3 Bbck:
t tl
Subdivision: Ll"n'Jl&r?\ 5{a
Physical Address:Gga b, Lio,-t (hrc
parcetNo.: Lt olOTb 6go1 (Contact Eagle Co. Assessor at97h328-8540 for parcel no.)
Zoning:Ltarvl r+*nzf
Name(s) of Owner(s):Joe-.
Maiting marru;sz GA LJ.L ro"r
Owner(s) Signature(s):
Name of Applicant:
Mailing Addressr s4fl{
Phone:
Type of Review and Fee:
tr Signs
El Conceptual Review
tr New Constructiontr Addition
E Minor Alteration
(m ulti-family/commercial)
E Minor Alteration
(single-family/d uplex)
fl Ctranges to Approved Plans
tr Separation Request
E-mail Address: R" Bq 4x t*vzs 64 !L' (r4qaxl:
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$3OO For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
For Office Use Onlv:
r"i pZiil -515---- s'.",r no., -OI Q L'L
Date:
Planner:
No.:
Yl'l'u
D Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted.
Lighting Plan:o Indicate type, location and number of fixtures.D include height above grade, lumens output, luminous areao Attach a cut sheet for each proposed fixture.
II. REPAINT PROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
o Color chip or color sample including the manufacturer name and color number(s)o Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of LZl02/07102
o
PROPOSED MATERIAIS
Buildinq Materials Tvoe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
, Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Tmsh Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specify the manufacture/s name, the color name and number and attach a color chip.
Page 6 of L2lO2l07l02
T0fift,m
Suruey/Site Plan Review Checklist
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail,co.us
*This checklist must be submitted prtor fu Public Works reuiew of a proposed development
/J
Owners/Project Name: /7Alrz.lz(
Project Addf€csi
Applicant:fla t *t{Phone Number:Y4" -Lf + (
Submittalo Stamped suruey of property
o Civil/Site plans
Sun ev Reouirements:
o Surveyor's wet stamp and signatureo Date of surveyo North arrowa Proper scale (1"=10'or 1"=20')o Legal descriptiono Basis of bearings / Benchmarko Spot Elevationso Labeled right of way and properV lines;
including bearings, distances and curve
information.u Lot Sizeo Buildable Area (excludes red hazard
avalanche, slopes greater than 40olo, and
floodplain)
Site Plan Reouirements:
L Access (check all)o Driveway type and finished surface are shown on the site plan,
u Unheated o Heated (portion in ROW in a separate zone)
o Snow storage areas are shown on the site plan within property boundaries (300/o of driveway area if
unheated; 10olo of driveway area if heated)o All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development
Standards, p. 11. Steepest Section Driveway Grade (not the average grade):-
o Parking spaces and turning radii are noted on site plan and conform to Development Standards,
pp.12&14
U. Construction Site (check all)o Location of all utilities and meter pits are shown on the site plan.
o Limits of disturbance construction fencing is shown on the site plan.
tr I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of
Uniform Traffic Control Devices, will be necessary prior to construction.o I am aware that a Revocable Right of Way Permit will be required prior to construction.
Page 11 ot Lzl02l07lo2
L( o,.t P,.
o Landscape plan
0 TiUe Report (Section B)
tr Environmental Hazards (ie. rockfall, debris
flow, avalanche, wetlands, floodplain, soils)
o Watercourse setbacks (if applicable)
o Trees
o Labeled easements (i.e. drainage, utility,
pedestrian, etc..,)
o Topographyo Utility locationsa Adjacent roadways labeled and edge of
asphalt for both sides of the roadway shown
for a minimum of 250' in either direction
from property.
III, Drainage (check all that apply)o The required Valley Pan is shown on the site plan as per Development Standards, p. 12.o (Note: Valley pan must not be heated)o 4 Foot Concrete Pan E| I Foot C-oncrete Pano Positive and adequate drainage is maintained at all times within the proposed site.o Culverts have been provided and are labeled and dimensioned on the site plan.o A Hydraulic report has been provided. (As requested by Town Engineer)
ry. Erosion Control (Check all that apply)tr Disturbance'aiea is greater than one half acre.o A separate Erosion Control Plan has been professionally engineered and PE stamped.o Less than one half acre has been disturbed, and proper erosion control devices are shown on the site
plan.
V. Floodplain (check all that apply)u The project lies within or adjacent to a 100 year Floodplain.
o 100 year Floodplain is shown on the site plan.
o A Floodplain study has been provided. (Required if floodplain is within construction limits or as
requested by Town Engineer)o The p@ect does not lie within or adjacent to a 100 year Floodplain
VL Geological/Environmental Hazards (check all that apply)o The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20)s A Hazard Report has been provided
o The project does not lie within a Geologic/Environmental Hazard area.
VII. Grading (check all that apply)o Existing and proposed grades/contours are provided on the site plan.
o All disturbed areas have been returned to a 2:1 grade,
o All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope
protection and/or stable soils. PE stamped details are provided within plans.
o Only existing contours are shown on the site plan, there is no proposed grading,
VIII. Parking (check all)s All residential and commercial parking spaces conform to the Development Standards, pp. 12&15.
il. Retaining Walls (check all that apply)o All retaining walls conform to the standards in the Development Standards, p. 19.o All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE
stamped detail has been provided within the plans.
D All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type
of wall construction.o No retaining walls are required for this project.
X. Sight Distance (check all that apply)o Proper sight distance has been attained and shown on site plan as per Development Standards, p.12.
oPropersightdi5tancehasnotbeenattained'ExplanationWhy:-
Additional Comments
Please provide any additional comments that pertain to Public Works Review,
Page 12 ot 12102107102
Applicants Signature_
oo
ng)
COIOi
if:s
(existr
Darkest
E
It
{tJ'
--.- :I
1lNr.,$
to./rz> /<
- /- -.t' '-tIUV11p,6q
't \A !
I\
Ji
- - . '1
?Rolosrn> J
{t tstt.t6p
oo
:3lvo74o4t
*o**,FH^X?'tto
J['a'3'x33j.'
* * * * +** +t + ** + **f +* + * * * * * * * ** * * * * * ** ** * * * * * ** ** * + ** * * * * ** * * * r' + + * + * ** + * * * * * * + + + + + * * | * t * * * * *'i * *
TOWN OF VAIL, COLORADO Statement
ffltlt i*:f + +t *a * t***** t * f *a* t* ** | * * * a* *** ** * * * *t'+ + * **** | * **** * f, f *++*** a* * * t ++ * * + ++ * * * ** f * * tl * * |
Statement Number: R030003693 Amount: $20.00 03/Lo/2oo3o3:37 PM
Payment Method: check Init: iIAR
Notation: 010711 Antslers
Condo Assoc
Permit, llo: DRB03OO47 fl4)e: DRB - Chg to Appr Plang
Parcel No: 210107205000
Site Address: 580 LIONSHEAD PL, VAIL
Location: 580 L,IONSHE;AD PL
Total Feea: $20.00
This Palzments: $20.00 Tota1 ALL Prnts: $20.00
Balance: $0.00
* * *f + * * * + * + +* * * * * * + + +* f t t * * * + + * + * 'i 't * * * ** * * * * * tl.l' * * f +** * * t * *** *+'l * f + 1* ** * * ** + + t f* ** *** * * * * * +*
ACCOI]NT ITEM LIST:
Account Code Descniption Cunnent Pmts
DR 00100003112200 DESIGN REVIE|,J FEES 20.00
1*1,, ZZ, zooz PeL {hor*o e*crrp*
Land Use Plan Designation: SkiPortal
Current Land Use: Residential
Development Slandard Allowed bv LMU-1
Lot Area: min. 0.23 acres or
10,000 sq. ft.
1.19 acres or 51 ,836 sq. ft.
Lionshead Mixed Use 1 (LMU-I)
ave.71', max.82.5'
'10' on all sides
70Yoor 36,285 sq. ft.
20o/o ot 10,367 sq. fl.
148 spaces
250% GRFA per buildable
Site area or 129,590 sq. ft. -€7,50@
33o/o increase or 93.1 units 92 units
Existinq
1.19 acres or
51,836 sq. ft.
36' lo 74' (< 71' ave.)
min 10', except for decks, etc
41o/o ot 20,983 sq. ft.
22o/o or 1 1,133 sq. ft.
including Tract A lo east
1 1 4 spaces (grandfathered)
(ri?? c,r5rJ *'abo's)
Lot size:
Zoning:
Height:
Setbacks:
Site Coverage:
Landscaping:
Parking:
GRFA:
Density:
GRFA
---
91,tro
+ t,28t
+ z3{
+ zl0
+ct
-,
?'9,ltz q7
gQl '. ftJa2l5pprtal
?uoa'- t',r-*i 5 l'/, f,ld, t3/
Zt#'. v',l,+ ?6{
?po?: t't uI 4o?
zco|z tl'.* 7at
EHU'S = 0 densily 7 units
1 berth (provided)Loading/Delivery:1 berth required
Chapler Seven of the Lionshead Redevelopment Master Plan, along with the Lionshead
Mixed Use - 1 zone district, prescribe the development standards for the property. Statf
believes the proposed plan complies with the applicable developmenl standards
prescribed for the property with the exception of parking. In the case of lhe parking
requirement there is a deficient of 34 spaces. The applicant is requesting a parking
variance as part of this proposal. The parking variance request is discussed in detail in
Section Vlll of this memorandum.
b.ril i'*)
T \hIL
,#
ANTL€RS A
81657 970.476.247t 97O.476-1072tax www.antlerwail.com680 W. Lionshead Place Vail, CO
To: George Ruther
Company : Town of Vail
Pages including cover page: 4
From : Robert LeVine, General Manager
Date: 01/18/2002
Time : 11:34:04 AM
'George,
And you said it would never come... HA!
ls there anything else you need?
Rob
FIL E COPY
| _.__----- o ILEcALDQsqqqlIpll' i l
I
A prccl of laod bchg a p{t of Lot 3 Bloct I Vdil Liodcrd Thrd Filiry ort
corunonly kmwn as Thc Antl$ Codonioilrn+ Corry of Eqlc, $rrc of Colondo
mrc gtbulrdy dessribed rs folbrm:
Baginnilg at tb Nortbly rnst c{flcr of $il tot 3 Bloct I, th rbrg tb l{onHy
linc of said tot 3, said lirc bcios m ac of e cu.tn ro tb lc0, heving a ccrrrrl srglc of
o525'2n". a ndirs of I10,fi) F*t, r cbrd $tich bGrrl Sotb 33'51'02" Eur t dirmc
of 10.41 Fcct to a poin of rid Norhly lirrc, siil point rbo bcbe tb Poid of
ConrmcrccnrcnL
PARCELI
Bcgiruinsar sriO pbirtofCoomrcd thence olol1 ttr Et!!.rltlirofr lOfrot
Pcdcsriur Eascmlil Souh .00'00'(Xf Wcs{ a ditec of 2E.lg FecL to tb Trr hif of
Bcgirning ihcru Sodh t3'(['13' Wect r disucc of 12.42 FaGt,lhcru Soulb
06o t 9'42' Eart a digarrc of 1 03? Fc+ rhrrcc Sortb F 0t' 13' *crr r dirare of t.lit
Fcct, ihloce Sodh (b"|9'42'Ers a dlcuc of 9.06 Fia to epoilontbr Euaty lb
of sail l0 F@t Pde.thn Erssmcnt thoocc along rai.l E scdt linc ollh 4lFlll'(f r
diilm of 28.42 Foctothc Tnr Poit of Ecginria conlrbiog 6t {l SCF|. qrc Ikss. IIPANCTLNt\
FcSilrnnry at lrial Poid rif Comruu tl:qpe dory tb Erlqly lir ofsid l0 Fod
Pcdearhn Eaeeurnt Sortt tttr00'tr lrest r distro? of 75.41 FGGa, b tb Ttuo FoiU of
Bcgiming tboe souh B"0t'F" wctt r didrrc of 102,* Fcct thc Sorth
,
Ot5"lg'42n Es a dlsrrc of t0.$ Fcct b I poirr on tb Eldqb lic of srid l0 fmrPdesbr Ercur, rbc{ rhb srld E{.rly lirl Irbnh qnp'{Y Es edidrc of
14.97 Fcctto rhe TnrePoinof BcgirurhS ooilahig 16.03 S+Fr. DFcbrl,
PARCELilT i
Bogiming et sau Poin of Com3ffiElil, rltrc lhEg tc Erictt line of oid lO Fot
Pedc*ira Er*mt Soutb 40o00'00f' Wcs e dimc of 11352 frct, th.ltcc Sorrt
83"0t'13'Vfcsl a diSance of 10-91 Fccr, 0*-ncc Sorlh 06olp'{!D f,g l rlirlru ef
103 I Fcct to e point on rhc Easterly lbc ofsdt l0 Fod Pedcffi EEffi, tbc
along srid Easrerry line Nonh {0"00'00 East a distmc of l5.F fcd b ttrc Tnr Foilt
ofBcginningconnining55.42Sq.Ft noreorless. I
rl
,l
I'
$
5d)
I
o
Ta
.ll(rltAt Arr!" tnt:t I
aa i'.;';L
PARCTLItI
Bcgiming at said Po|ll of Comcr,creot rlcooc alory thc Eestcdy lir of sall l0 Fool
Pedesfiirs Easccm Souh 40olxl'm' Wcst a didme of 151.75 Fcct,lb'lcc Sorrb
83"01 ' I 3. Wcgt a distrm.c of I 0.0 I Fost, thcc South (5'l 9'4f EA a dl*anc of 9.,f6
Fcei to a poiut on tbe Easterly lim of cril l0 Foot Podc*ira Erscocnt, thmc rbng
said Estcrly lim Nofib 40000'00' cttt t disec of 13.t4 FcGt !o lbc Tnr Poia of
Bcginninc, containing 33.31 Sq.Ft. oorc or lcsc.
PARCELV
Comcnoing at the wcs('ly on cong of lrid Lot 3, Bbc& l, rh@ soub '04'17'3?'
Ees a dtsucc of l5.l{ Fcet to I poif on tlr Eesredy liae ofr l0 Fool UtilhY CtsGGC
nid poiar ds tcing thc Tnr Polr ofECgIDoirlS, lbTG Sonh ll'5533' fieg e
diocc of l.ils Fccl, thcrc Sodb Vlot0{.'t,- Est a dLmcc of Sa.m Fd' rbac Nonh
r2'.55'tt" Em a dim of {.56 Fca u a pirt or tb Eastaly liE of tdl l0 Foot
Utility Earcrucot" lhm tbDg 3sid Edcrly lioc North 0156'Jl" Wcf 54.t4 F€sr b fu
Tra Point of Begirring containing 351.32 Sq.Ft unrt or lers.
Bcerings qr hascd on e line fonncd bcfqm l$D Dnurds outhsl'lor&lclaly lhs
ofsail lot 3, Bbck I, tciog Nordr,O'00'00'Est r di*rec of lt5.tt Fccr as rb*a
befeon
t,
,-ffi Planning and Environmental Commission
ACTION FORM
Departnent of Crmmunity Development
75 South Frontage Road, Vail, €olorado 81657
tel: 970.4fr .2L39 fax: 97O.479.2452
web: www.ci.vail.co.us
Project Name: PEC Number: PEC010074
Project Description:
Antlers Conominium Townhouse Plat Review
Pailicipants:
OWNER ANTLERS CONDO ASSOC I2lI3lzOOt Phone: 945-5365
License:
APPIICANT ANTLERSCONDOASSOC L2lI3l20OL Phone:476-2471
680 W Lionshead Place
Vail, CO
81657
License:
CONTMCTOR CASSON BUILDING CORPOMTION 12113/2001 Phone:
15630 E. HINSDALE DRIVE
ENGLEWOOD, CO
80112
License: 150-4
ProjectAddress: 680 UONSHEAD PLVAIL Locationr 680 LIONSHEAD PL
Legal Description: Lot: 3 Block 1 Subdivision: Vail Lionshead 3rd
Parcel Number: 210107206000
Comments:
BOARD/STAFF ACTION
Motion By: Action: APPROVED
Second By:Vote: DateofAPProvalt t2/2ol2ooL
Gonditions:
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)'
Planner: George Ruther PEC Fee Paid: $0.00
Date Received by the Community Development
Department
APPLICATION FOR
CONDOMINIUM/TOWNHOUSE PLAT REVIEW
(rrm,r,:t3 r..,r Vail Municipal Code)
(please print or type)
t,,_A.APPLICANT
MAILING ADDRESS
PHONE 4tc- >
B. APPLICANT'S REPRESENTATIVE
c.PROPERTY OWNEH
OWNER'S SIGNATUR
ADDRESS 54 ry{
STREET AOOAESS 54*,{
LOT_) BLOCK_____j_ SUBDtVtStON
Ut["-
z--PHONE SA*/T
PHoNE 9q{-
E.
F.
MAILING \oDRESS 9m{
D. LOCATION OF PBOPOSAL:
L, "ttd14a FILTNG ' 7 r<a
APPLICATION FEE $1OO.OO PAID cHEcK # flcil- DATE
MATERIALS TO BE SUBMITTED:
1. Two mylar copies and one paper copy of the subdivision plat shall be submitted
to the Deparlment of Community Development. The plat shall include a site. map with lhe following requirements:
The final plat shall be drawn by a registered surveyor in lndia ink, or
other substantial solution, on a reproducible medium (preferably mylar)
with dimension of twenty-four by thirty-six inches and shall be at a scale
of one hundred teet to one inch or larger with margins of one and one-
half to two inches on the left and one-half inch on all other sides.
Accurate dimensions to the nearest one-hundredth of a foot for all lines,
angles and curves used to describe boundaries, streets, setbacks,
alleys, easements, structures, areas to be reserved or dedicated for
public or common uses and other importanl features. All curves shall be
circular arcs and shall be defined by the radius, central angle, arc
scored distances and bearing. All dimensions, both linear and angular,
are to be determined by an accurate control survey in the field which
musl balance and close within a limit of one in ten thousand.
North arrow and graphic scale.
A systemalic identification of all existing and proposed buildings, units,
lots, blocks, and names for all streets.
b.
d.
Project Name: Change to previously approved plans
Project Descrifiion:
Pafticipants:
OWNER ANTT.ERS CONDO ASSOC
680 UONSHFAD PL
VAIL CO
8L657
License:
APPUCANT ANTLERS CONDO ASSOC
680 UONSHEAD PL
vAIl. co
81657
License:
680 UONSHEAD PL VAIL
Design Review Board
ACTION FORM
Deparbnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tax: 970.479.2452
web: www,d.vail.co.us
081201200L Phone: 945-5366
Location:PrcJect Addrcss:
Legal Descrlptlon:
Parcel Number:
Comments:
DRB Number: DRB010259
Change redwood rail to steel; Revise roadway improvement plans and relocate trash enclosure.
08l2Ol2O0L Phone: 945-5366
Lot: 3 Block: 1 Subdivision: Vail Lionshead 3rd
210107206000
Approved per plans submitted
Motion By:
Second By:
Vote:
CondiUons:
BOARD/STAFF ACTION
Action: APPROVED
Date of ApProval= O8l2Il200L
@nd:8
(PIAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate revieu, committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building' Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: George Ruther DRB Fee Paid: S2O.OO
Application for Design Review
Deparbnent of Cornmunity Development
75 South Fnontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
General Information:
This application b icr any project requiring Design Rerriew approval. Any project requiring design rwhw must
receive apprcval prior b submitting a building permit application. Please refrr b the submittal requirements fur the
particular apprwal that is requested. An application for Design Review cannot be accepted until all required
information is received by the Community Development Deparrnent. The project may also need b b€ reviewid by
the Town Council and/or the Planning and Environrnental Commission. Design Review Board approval lapses
unlas: a building P€rmit is lssued and construction commences within one year of the approval.
Description of the Request:Change redwood rail to steel to match existing,
rpvise ropd way imFrovement Flans to eliminate the need to redo the entife toad and
ash enclosure to the east side of the front enc
Location of the Proposall Lot:5 Block: / Subdivision:V*tt liutshrz+'o Sto
PhysicatAddres<: 6b \cl. L:r,r;glt"c*o 3*cs-
Parcel No.:
Zoning:
Name(s)orowner(s): Rob L^arue, h,tll. , Atqlds ,t tl,lnt
Name of Applicant:
Mailing Address:
For consbuction of a new building or derno/rebuild.
For an addiuon where square fuotage is added b any residenUal or
commerchl building (includes 250 additions & interior conversions).
For minor changes b buildings and site improvements, such as,
reroofing, painting, window additiont landscaping, funces and
retaining walls, eb.
For revisions to plans already approved by Planning Staff or the
Design Review Board
PLEASE SUBMIT THIS APPUCATION, ALL SUBMFTAL REQIJIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VAIL, COLORADO 81657.
Owner(s) Signature(s):
Type of Review and Fee:
tr New Consbrrctiontr Addition
E Minor Alteration
ft Changes to Approved Plans
$200
$s0
$20
$20
2"x2" STEEL TUBE
3"x2" SIEEL TUBE CONNNUOUS TOP
1"x2" SIEEL TUBE PtcKErs @ 5" o.c.
1'x2" STEEL TUBE TOP AND B0TTOM
EXISTING BALCOI.IY FLOOR
Typical walkway railing
Existing building - courtyard only
2"x2" STEEL TUBE
2"X3" STEEL TUBE
20 OZ. COPPER CAP
SYNTHFIIC STUCCO
Typical walkway railing
New construction - courtyard only
1"x2" STEEL TUEES @ 5" O.C.
I
r
I
I
I
i
o
I
tl
@
r.)
diJ
(Ja
F]
F-'
F"l
f'l
|-
oo
tr'
Zhro\
< a\,;
\rv'-Y
= <.-o
11 z-
g Foiz- \J, nl
? 5E'
ul Fxu)
v, No;.\tJi
9 Tfi-?
" g=6
m+ F\\(,n <
n n<I
o
1
V..'\Lri
rl
Ltl g
IrlF
a LIrLlr)fn
f,
i
(L
F
tio
a
F-z
Ld
F
az
J&
tr
[L(t
O LtJ
ao_
ZYo-
,^tr
l.r, Llu- LL
l-Ll Llt-
=J
49
F< Lrluz-r[dav
.F
OJ
:nm*\"lr) r.)
-JF<Ft,<tum
:
fYM
^
/-\E" co"^ z. C.t {0\r\--L
91.',tnvrn r-
z>fiof,
.ri LJ
JVM
7eZ>+orvN;-
"rn{. xr
Y/(,
aa z-
YgO/\ LI
Ld1"voE.
,{$<mN
lro<@
=9,^, ?-rN>=\z-.--\ zt3'INI7OoF_F<{r)-)za^z"
-J!JF<<=m>u
o-
t-:
m
|.r){
LLOtwooil
1i3
LII
F_
r_dF
Ld
u./l
z
az
Lr,F!-
m
fx
t-
o
{
@
a
t
Ldzz
I
O
F
I
l-uo
0_:la
-l
Ldzz
I
O
:
.l-
o
tr-
u
LI
N
XN
tl
:$
r')
diJ
a
o
rh
E
ITI
F
E-.
rh
o
al
=J
0_
t-X
LIJ
c0
no
>I2A
m(ulMi-.5LLl()w
Ld
xx
NO
1O
=4I<n-<vl
trr
Lr 61
"t!w\ tl-x*
NO
a)olz
trzo
Fz
IJ
N
o
o
=J
o_
. LLIt-zxblrdr
F.: _-1
uico
Fjjz>ul>o
Ld()I
oF'tr=
Fa)
\"'r3rHtn z-rt TJ 71z<r-^
lti- $ur <r
; 'J -t-vtz
=i ,i."uNv
F to\cjtq r-
: {.- Yo^ N\ ii -7\LU A ,A
rJ o u'v/
7I
a
tr-
mfa
?r
Ir- ri O-Y<h O,.,r
8+gc{ t!
?a29qi
L-Llvz-u7z<:
N
|r)
X
s
r.)
=
RUG.-Ol 2OOl 3:02PM
0
CFSSON BUILDING CORP.O 303 -680 -8269 p. s
|Itlu- L
ICBO ES Report M.3984
Technical Data
Series 1ilX}.l
SlatdAlplne Shale
width
Elfectiv€ Wdth
L€ngth
Tiles per sq
Approx. Tile Weight
Approx. Weight p€r sq. ft.
13"
12:1'.
16/u
88
10.8 lbs.
9.5 lbs-Alplne ShakeSlate
Series 20il)
Doublc. Bomrn
wdth
Effective Wdth
LenSth
Tiles per sq
Approx. Tile Weight
Approx. Welght per sq. tt.
13n
11t4"
16vi'
90
10.0 lb6.
S.0 lbs.Double Roman Back-vier,
Serles 1000-1
Featherston€ Slat€/
Alplno Shlko
Wictth 13"
Effectivs \ /idlh 1ZN"
Lsngth l Ol'
Tlles oer so. 88
Approx Tile Weiglrt 7.5 lbs,
Approx. Welgm per sq. fi. 6.95 lb$
r zlt'
"{,
Alpirn Shake
-..14"f/
,*Y/"',
Rolled Hip Starter
&
Rake
Doubb Roman
Trlm lIles
Rake
Angle Ridge
Arpled Hip Sbrter
1O.5 lbs. Ea.
10lbs. Ea
9lbs. Ea.
Slab
Series 10Ot-1 - Z.^_\sfab/Arprnesh*e ffi:19
o,'n" #;|! l3'i.3';i" 'o\Z'* /
Angled Hip Starttr I lbs. Ea. Angled Rldga
Rolled Ridge
Series 100G1
Fealherstone Slale/
Alplne Shake
Trlm'lllas
Bake
Angle Hidga
Angled Hip Starter
ags
I lbs. Ea,
8,5 lbs. Ea
8 lbs. Ea.
Angled Bldg€
@'
Angled Hip Starter
ny,G. j1 2001 3:03P1'1 cIflN BUILDING coRP." .cIN BUTLD]3nli,80 -e26s p.6
lTEnr 3
)ICBO ES Reoort No. 3984
U'ESTLE
Rooflng Products
Ridge
Unde*ayment b canied ovsr or under
rldge boad. A 10' contjnuous 6trip
of #80 telt underlayment is draped
ov€r ddgp boads, Nail ddgo tito wiltl
corosive-resislant nail to p€netrate
U4' ir|to ridge board.
Nobr A bead ol masllc or approved
construcuon adhesive bab een laps
may be mquired pBr code. Rl4e
closuf€ or €oual is rccommonded
when using Double Roman Rool
Tiles.
Folt underlalmsnt
Drapad Over Fidge Bo$ds
Concrete Roofing Tile
TechnicalGuide
Underlryrnsr
Canbd O^,/er or Undsr
RHg€r'Hip NailE
ust
Arrd.^grD
0r,{D<eTtIL
Op mal Hlp/Fldg€ Tap€
Urd€daymBnl
Ovar or Und€r
Na[€r
Cortinuous 10' StlD
ot Mioimum t30
f tt ovrse
" P(lDttt-ro
frf-, Q-'frF ' '
Hip
Hlps ars irstalled as per ridge
s pecification with tha following
additons:
1.l-lo,ld hip boad 6"fiom end d hip.
2, Finish hip with pre-marufactur€d
hip starbr or gtout end.-.*'--J
Adhr6lvr ln Ov€rlapPing Ateas
May Bs Bequired
Besd ot Floob/s Mastic
Or Appmvod Condruction
B!d( NdSt gorrd 6'
End OoaJD O 1,.b.
15 ?JEg-.' -.....'...'.-.....-*-
t
i<
ao(,
&
t-oo(g
o-
Eoo
o
0)
=ooo-
EfE
gEE
fo*
E s'E
EA$
!Eg
(D(=
GJ
qt
=F
l4l!5
=Etr>f9roab3
.Y(E
(o-voc)op
J{
=
G,
l!
ooo
=
()
<
o
=b
c
I.JJ
{:
z,
TOWN OF VAIL
75 S. FROIiilTAGE ROAD
vArL, co 8L657
970-479-21-38
DEPARTMEIflT OF COMMUNITY DEVELOPME}*'r c:U
1-7'oo
NOTE: TI{IS PERMIT MUST BE POSTED ON ,IOBSITE AT ALL TIMES
DEMO. OF PART/AIL BUDG.Permit #: D00-0008
ilob Address:
LocaLion. . . :
Parcel No..:
Project No.:
680 LIONSHEAD PL StsAtslrs..
680 TIONSHEAD PL, ANILERSAppIied.
2L0L-072-05-000 Issued..
PRJ00 -0024 Erq)ires.
ISSI]ED
03 /L3 /2|oo
04 /20 /2000to/L7 /2OOO
APPLIEAIVT CASSON BUILDING CORPORATION
1-5530 E. HTNSDALE DRTVE, ENGLEWOOD,
CONTRACTOR CASSON BUILDING CORPORATION
15630 E. HINSDALE DRIVE, ENGLEWOOD,
AITTIJERS COI{DO ASSOC
Description:
FOR DEMOLITON OF BUILDING ONLY
OccuPancY:
Tlpe Construction:
Type Occupancy:
Phone: 303-690-1500
co 8011-2
Phone: 303-590-1500
co 80112
Phone: 945-5366
TOV/Comm. Dev.
Clean-up
OhTNER
Valuation:
Fi!6p1ace Information: Reet.ricted:
Bui lding- - - --> 948.o0
Plan Check- - - > 646.20
Restuarant Plan Review--> .00
DRB Fee-------- .00
RccreaLion Fee--- -- __- --> .00
#Of wood/Pal1eL:
Tota1 Calculated Feee- - -> 2,o57-2O
Additsional FeeB-------- -> .00
Total Pcrmit Fcc-___--- -> 2,o57.20
Pa)rmentss-------- 2,06?.2O
BALA.I'ICE DUE---- .oo
approved
amount
date
Add Sq Ft:
#Of Gas Appliances: *of Gae Lo96:
**r.ai*****rrrt FEE Slrl.{MARY
TOTAI. FEES- - - -.
BUILDING DEPARTIvIENI Dept: BUILDING Division:KATIIY ACTiON: NOTE ROUTED TO GARYee66oeli, [ctlon; ApFn Aseusros,P!NG,PUE W'o-BES-- -,-FLAr{r,IrNG iEpARTM-E-NT --' DeBIi-PT,ANNTNG Division:rEfgV -AEEion: NOTE ROUTED TO GEORGE
ARTMENT DCPE:ACIiON: NOTE ROUTED TO MCGEE--PueLrC woRKS- DeBts: PUB woRKKATITY ACEiON: NOTE ROUTED TO I-,EONARD
r-xaSStqsl-, Aaaion: APPR APPR with condit.ions
, * * * ! * !t * * i t i, * * * * * * * * *
'
* i i r * * r * * * * * * * ir * * t * i * * rr
See page 2 of this Document for any conditions that may apply to this permit.
DECI,ARATIONS
I hereby acknosledge that I have read this applicatsion, filled ouE in full Ehe information required, compleEed an accuratse plot
plan, and state thats al1 the infornatsion provided ae required is corlect. I agree !o comply with the information and plot plan,
to comply irith all. Tonn ordinanceE and sEatc laruE, and to build lhiB structsure aceording to the To{n'E zoning and subdivieion
code6, deBign reviev approwed, Unifofin Building Code and olher ordinances of the Town applicable thereto.
L5L,LL2
Invcatigation>
will call.---->
. o0
3-O0 500.o0
Item: 05100
03 /1,6 /2000
03 / 28'/2000Item:0540003/L5/2000
04 / os /2000Item:0550003/L6/2OOOItem:0550003/t6/2000
o4'/L9'/20OOItem:0570003/L6/2OOOItem:0590003/L5/2OOO
cl.rn-I4r D.Iro6it- - - - - - -- >
GEORGE AcEion: APPRFIRE DEPARTIT,IENT
I(ATHY
ENVIRONMEI.ITAL HEALTH
KATITY ACTiON: APPR N/A
Dept,: FIRE
Dept: HEALTH
Dept: CLERK
Division:
Division:
Division:
Division:LIOUORKAffi- Action3 APPR N/A
efund
;;*"t" FoR rNspEcrroNs 6HAr,r, BB *o" ,*"-ro* Ho'Rs rN AD\rArrcE By
Permit 1]pe: DEMO. OF PART/ALL BUDG.
ApplicanE: CASSON BUTLDING CORPORATTON
303 -690-1500
.fob Address:
LocaEion: 680 LIONSHE;AD PL, ANTLERS
Parcel No: 2101-072-06-000
Descript,ion:
FOR DEMOI,ITON OF BUILDING ONLY
CondiEions:1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORB ANY WORK CAN BE
STARTED IF THBRE IS A FIRE AI-,ARM OR SPRINKI-,ER SYSTBM EXIST-
ING IN THE AREA OF CONSTRUETION. THIS WILL PREVENT FALSE
ALARMS.
2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE-
3. KOEEHLEIN CONSI'LTING ENGINEERS, INC. SOILS & FOI'NDATION
TNVESTTGATTON JOB NO. 98-162 DATED 8/20/98. DEMOLTTToN
SIIALL BE IN ACCORDANCE WITH THE RECOMMEIIDATIONS CONTAINED IN
THE SOILS & FOI'NDATION IIiMESTIGATION REFERENCED A3OVE.
4. THIS rS A PARTIAL, PERMIT AIIilIORIZING DEMOLITION ONLY' SEE
PERMIT #BOO-0025 FOR EXCAVATION & ADDITIONAI, CONDITIONS.
5. Foundation Permit shall not be issued for 4-5 weeks to a110w
the civil engineering plans for Ehe sEreeE improvements tso
be approved by Public Works.
6. DURING CONSTRUETION, SAFE ME,AIVS OF EGRESS IS TO BE MAIN-
TAINED FROM EXISTING STRU TURES AT ALI, TIMES THEY ARE
OCCUPIED. TEMPOR,ARY MBANS OF EGRESS ARE SI]BJECI TO
INSPE TION & APPROVAL BY THE FIRE DEPARIMENI.
Applied: 03/L3/2ooo
rssued: 04/20/200o
To $rpirez Lo/L7/2OOO
Scnd C1.an-I4t Dcpogib To: ANTLERS CONDO ASSOC.
********************************************************************************
Permit, #: D00-0008
CONDITIONS
as of 04/20/00 Status: ISSIIED********************************************************************************
SICNATURB OF OfINER OR CONIRACTOR FOR HIMSEI,F AND OHNER
Memorandum
To: Antler's File
Frcm CommunityDevelopmentDepartnent
Re: Chaoge to previously approved plans
OD lvlay 24t the staffapproved an alteration to the tosh pick up area for tbe Antler's at Vail redevelopment
projecL
The change in plans re&rced the landscape arca to 10B53 square feet. A total of586 squale feet of
landscape area remains, The minimum landscape requirement is 20lo.
€\'r -, ,cl 1,,D
APPTICATIOULL Nor BE AccEpTED rF TNCOMPLETI#NSI
Building Permit #:
TOW{OFIIAIL
75 S. Frontage Rd.Vail, Colorado 81657 DEMOLITION ONLY PEB}ITT
COMPTETE VATUATIONS FOR BUILDING PERMIT (Labor & Materials)
st o- tt I -ffi(rnspection s)
Separate Permits are required for electrical, plumbing, mechanical, etc.!
ConAd Assessts Offrce at 970-328-8640 or visit for Parcel #
Parcel # See lega1 descriprion 2 tO t O 7Z oC" OOo
Job Name: Anrlers at Vail Addition Job Address: 6g0 Lionshead place
Subdivision: Vail/LionsheadFiling: 3rd
Owners Name: Antlers at Va Address: 680 Lionshead Place Phone: (970) 476-247L
Assoc iat es Address: I 12l Grant StreetDenver. CO
Phone: 13631 861_1121
Englneer: Redwine-Rezian, Inc Phone: (970) 748-07IIeaver8r620
Detailed description of work: Addition of 24 Condominium units, 7 Enployee housing units'
2 l,evel park garage, Admln. offices, Common area space
WorkClass: New( ) Addition(x) Remodel ( ) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes (X ) No ( )WorkType: Interior( ) Exterior( ) Both(X)
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family fr ) Commercial ( ) Restaurant ( ) fther ( )
No. of Existing Dwelling Units in this building: 72 No. of Accommodation Units in this building:
of Fireplaces Existinq: Gas Aooliances ( X) Gas Wood Burni
of Fireplaces Prooosed: Gas Appliances ( X) Gas Wood Burnino (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) No (x )Does a Fire Alarm Exist: Yes ( x ) No ( )
du"i"Eiru'El? rs r, I 12. 38 ELECTRICAL: $ O OTHER: $ 0
PLUMBING: $ O MECHANICAL: $ O TOTAL: $ 151' LIz.38
REFUND CLEANUP DEPOSIT TO: Antlers at Val1 Condo Association
CONTRACTOR IN FORMATION
General Contractor:
Casson Building ,r{"')"yQ7 'TQwn of Vail Reg. No.:
i/ r5o-A
Contact and Phone #'s: Dan L. Casson(303) 690-1s00
Contractor Signature:/l,J-J./-eea,-.---.,
Casson
***********************,k******!r**rr*****FOR OFFICE USE ONLY************rr***************r.*:r**>t***
Date Received
rlAR 0 3 200F:/everyone/forms/bldgperm
Questions? Callthe Building Team'at 479-2325
IOl{lN
Project Name:
Department of Community Development
Antl-ers at Vail Additlon
Project Address:680 Lionshead Place
This Chrcklist must be omoleted before a Building Permit aoolication is
accepfud.
d All pages of application is complete
Has DRB approval obtained (if required)Er Has DRB approval obtained (if required) Provide a copy ofapproval form will provi
q Condominium Association letter of approval attached if project is a Multi-ralrtrfyu&lifiFre"
fireplaces shown
/)
U,*t
provide prior to
EI
d
d
{q
d
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public WorK checklist) No dumoster,oarkino or material storaqe
allowed on roadwavs and shoulders widrout written aooroval
Asbestos test and results submitted if demolition is occurring will provide prlor to issuance.
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Er Window and door schedule
{ Full structural plans, including design criteria (ie.loads) (foundarion only)
d Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
d Soils Report must be submitted prior to footing inspection
a Fire resistive assemblies specified and penetrations indicated
d Smoke detectors shown on plans will show on flnal plans
Er Types and quantity of
Applicant's Signature:
Date of submittal: 3/t'/oo
Received By: _
DEMOLITI.ON ONLY PERMIT
Dan L. Casson
F:/erreryoneforms/ bld perm2
t,
IUillV0F
BUILDIilG PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Enginee/s (Public Works)
review and approval, a Planning Depaftment review or Health Depaftment review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Project Name:Antlers at Vail Addition
Date: March 1, 2000
F: everyone/forms/bldperm3
rumv0r
WHEN A'PUBLIC WAY PERMIT'IS REQUIRED
DEI4OLITION ONLY PERMIT
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
{ Is this a new residence?
{ Does demolition work being
public property?
Multi-Farnilv AdditionYES X NO
peformed
YES
reouire the use of the Riqht-of-Way, easements orX NO Only- for travel of loaded
Erucks in st.reet
d
d
(
(
Is any utility work needed?
Is the driveway being repaved?
YES NOX
YES X NO Under a separate permit
Is a different access needed to the site other than the existing driveway?
Is any drainage work being done that aff€cE the Right-of-Way, easements,
YES X NO
d
d
or public property?
YES NOX
Is a "Revocable Right-of-Way Permit" required? YES NOX
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES .,\ NO
If ansiwer is NO, is a parking, staging or fencing plan required by Public Works?YES NO
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
WorK at 479-ZL9B.
LL THE ABOVE QUESTIONS.
Casson Building Corporatlon
Company Name
Job or Project 116ms; Antlers at Val1 Additlon
Date Signed:
Dan L. Casson
F:/everyone/forms/bldperm4
March 1, 2000
PUBTIC WORKS AND THE PUBTIC WAY PERMIT PROCESS
How it relates to Building Permits:
DEMOLITION ONLY PERMIT
Fill out the attached check list with the Building Permit Application.
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies, ALL utilities must field verifo (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper,
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for fre job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permifl'to be released, Please do not confuse the "Public Way Permit" with a
"Building Permit".
F NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
eacfr year if work is not complete. Re-application each November 15th does not
mean an
the above.
March L 2000
Signature Dan L.
F: /everyone/forms/bldperm5
Ca sson Date Signed
DEMOLITION ONLY PERMIT
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
/ The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
d The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2798 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancv issuance.
Agreed to by:
Project Name:
Date Signed:
Signature
Antlers at Vall Addition
March 1, 2000
F : /everyone/forrns/bldperm6
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-lO: DEPOSITS OII PUBIJC WAYS PROHIBITED
q Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
d Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or ciruses another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Work. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rock, mud, dirt, snow, ice, debris or any other material to be removeo
from any street or alley at the expense of the notified.
f Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Couft of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 ofthis code.
d Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Work as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMEI{T AUTHORIZED
y' No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord.2(1968) $ 1)
t' Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the condltions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and paced in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 2!(1981) g 1)
I have read and will comply with the above code provisions:
Position or Relationship to Proiect:
Date Signed:March 1, 2000
DEMOLITION ONLY PERMIT
Signature
F:/evervone/forms/bldDemrT
General Contractor
TOI{N OF VAIL
?5 S. FRONTAGE ROAD
vArL, co 81657
970-479-2L38
OWNER
DEPARTII{ENT OF COMMTJNITY
a_7- oa
NCI|E: TIIIS PERMIT MUST BE POSTED ON iIOBSITE AT ALL TIMES
NEW MULTI-FAIVI BUILD PERM
.'Ob AddTESS: 680 I.,IONSIIE'AD PI,
Location...: 680 LIONSEEAD Pt
Parcel No. . : 2toL-072-06-000
PE5Oo, oO3B
APPLICAI{I CASSON BUILDI}TG CORPORATION
15630 E' HINSDALE DRM' ENGIJEWOOD'
CONTRACTOR CASSON BUII,DING CORPORATION
15630 E. HINSDALB DRIVEI ENGLEWOOD'
""B"ti:i:;::::::""''T:;;:;"."."';:::::.:::.;;:';:;":::."**" ...'. ;'"".-.";:::'::i::i::.:";.:::::: 3,?{3 oo
Plan check---> L,520.00 DRB Fee-------- 'oo Addirional FeeE---------> '0o
rnvesligation> .oo Recrerbion Fea-__---_--_> 'oo Total Pcrmic FcG__--_-__> 3'743'00
will ca1,._--> ,:;; Ffitii"i:::::::::::::i ,,ill:ll :iHi::';-::-_-.-::--_l '''n':ll
r***ia t tr r i *r* ** t lirr*
rrem: 05100 BurtDrNe DEP.ART!'IENT PPRgt BUTLDTNG Division:
6\7'fi t 166d - KEifrV- -' -acEion i ltorE RourED-TQ^FARY
o 6 / o 5 / 2 o oo @ooDE!I{-Asli9!.: IFifi ii66iIfre7 rorwnArroN oNIJY
I E ?Ti z I B 6 d,ffffifi rfi";3g t#*$gii ffi ; ;;' BijE*;F-i** rNG D i wi s i on :
igfg?1,Age[od6gfiE"orntfi,!*fffti "::1 _ _^ pqpE: FrRE Division:
iiT1,ueigg : ffiffi _ ^ _AE* ii 3n i ilel"- E8sH'R"6e{sl F"sffi , nHfi o,.,, ", o,,,iEAm;' 05500 PuBLrc woRKs
q aziii ra g9
E ;ffi;*f;Eign;.HlHf tqFRB
I8"E"BH,flftRilH Diwi s i.n :
flifr?/38880ffi8Yr""*tfiE'o'' API,K N/A D=,'E-:.^ENcTNEER Division:
6\7 Li t5666"KATffi-'--- ACEi-on : APPR sEE PuBLrc woRKs
***ti*r t ***rrt* rtttt*ritt*l*tt
see page 2 of Ehis DocumenE for any condiEions tshat rnay apply to this permits
Permits S: 800-0027
sEatus...: ISSITED
Applied..: 03/L4/2000
r-siued.. ' ' 06/05/2OoO
Expires..: L2/02/2000
Phone: 303-690-1500
ANTLERS CONDO ASSOC
680 Lionshead PI, vail, Co 81557
usER VALUATToN: 320 ' ooo
*of GaB APP]ianc€3:
co qqgAP/Com
clean-unpt$Ep
co 80112
Phone:
approved
amount
date
+Of OaB Log€:
DescripLion:
ATMT,NRS RENOV PHASE II-FOT]NDATION
Fl,rgplacc Infordation: R.6trlcE€d: yEs
I hsreby .cknoi lsdg. lhrt r hav. r6a.t chie 'pplicatlon, fillcd out in full !h""t"T::::r:,"Sli'i;""fi?liilltll
;.H:":L":::::'il:: :li'"i.Ti?"iill'i"'"'"Ii;;;;;;l;"1.1;-:::'::::--:-:":::^::,::'::Ii:'1":::"':::il:":::!l'l;*lil ;::;""i1T"il'.:H#:;:il":;"';;;;,-;;"-i"i'l-.n'. slrucrur€ according tso,Eh6 roen'6 zonins and.- -l-'.r1-*r - .x.....
cod.s, dcdign r.vi.t lpprovod, Unifoltl Building codc tnd otshcr ordinancc6 of chc
RtsQUESfS FOR INSPBCTION9 gHAI,', tsE I4ADE TI'IBMTY ' FOUR HOURS IN ADI/ANCE BY
g.nd clcan-uP D.Doti! to! llfTlBRs AT r'lII. COIIDO ASSOC'
AT OUR OAPICE FROM g:00 AIil 5rO0 PM
accurat. ltloB
and ploe P1an,
Fubdivi6ion
3-
f;
0
4
{Of wood/Fallet:
FcR H:MSEl,a AND o!{NER
**************ft*****************************************************************
COIIDITIONS
Permit f: 800-0027 as of o5/05/oo sLatsus: TSSUED
***f*******t*******************************************:************************'*
PermtE Type: NEW MtETr-FAItl BUILD PERM
Applicant : cJ\ssoN Burr,DrNG CORPORATION
303 -690-1500
Applied: I3/L4/2OOOiisued' 06/05/2000
To E:q)ire z L2/O2/2OOO
.Job AddreEs:
LOCAtsiON: 680 IJIONSIIEAD PI.
Parcel No: 2101-072-06-000
Description:
A}ITI,ERS RENOV PHASE II-FOUNDATION
CondiEions:1. TIIIS PBRMIT AIITTIORIZES FOOTING & FOUNDATION CONSTRU TION
ONI,Y. CONSIRUC1TION $IIIJIJ BE AI,I.OWED TO PROCEED T'P TO THE
TIMETIIATnRouGlt'tINsPEeTIoNsARBRSQUIRED(RouGHELEgrR-
ICAJ., II{ECHANICAL, PLIMBING, ALARM, FIRB SPRIIIKLER AND
FRAMING INSPECTIdNS) . A FUI-,L PERMIT WII-,I-, BE REQUIRED PR]gI
ToSCHEDI'I,INGAI\TYRoUGIIINsPEeTIoNs.PERsEc.106.4.1,3RD
PARAGR,.APH,'gTUBC,THISISAPERMITFORONI-'YAPARTOFTIIE
sTRUqruRE, & THE OVnqSn Is PRoCEEDING WITIoIJT ASSTTRANCE THAT
THEPERMITFORTHEENTIREBUII,DINGWILLBEGR.,AI{TED'
2.AI.,LwoRKIsToBEINAccoRDAl{cEWITHSoILSREPoRTBY
KOECHLETN CONSI'T,TING ENGINEERS, INC, #98-L62, 8/20/981 TTE
APPROVED ARCIIITECT- & ENGINEER-STAIVIPED PIJANS, & T}IE APPLI-
CABLE PROVISIONS OF THE 1997 IrBc, 1999 NEC, ]-997 rdFC, 1'997
IrMc oR rsgS rl{c, 1994 UPc OR 1997 rPc, ALr' AS ADOPTED BY THE
TOWN OF VAIL, & OTHER APPTICABLE ORDINAT{CES & CoI{DITTONS OF
APPROVAIJ BY TEB TOWN OF VAIIJ.
APPLTCATIoNILL Nor BE AccEprED rF rNcoMPbril[t ED
Building Permit #:
97 O - 47 9-3 (Inspections)
mwn0FVnt
75 S. Frontase Rd.Vail, Colorado 81657 FOI]NDATIONS ONI,Y PERMIT
Separate Permits are required for electrical, plumbing, mechanical, etc.!
Contad Assnrc Offrce at 970-328-864O or visit for Parcel #
Parcel # See Legal DescriPt
Job Name: Antlers at Vail Additlon Job Address: 680 Lionshead P1ace
Subdivision: Vail/Lionshead
Owners Name: 4rr11"ts at Vail Address: 680 Lionshead Place
"9T'96 86t95'Phone: (303) 851-r121
Phone: .07O) 748_07j,LEngineer: Redwine-Rez ian, Tnc.Avon, C0 81620
Detailed description of work: Addition of 24 CondomLnium units, 7 Employee housing unats'
2 Level park garage, Admin. offices, Counnon area space
WorkClass: New() Addition(x) Remodel( ) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes ( X) No ( )WorkType: Interior( ) Exterior( ) Both(X)
Type of Bldg.: Single-Fdmily ( ) Two-family ( ) MultFfamily ( X) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 72 No. of Accommodation Units in this buildingr
of FireDlaces Existinq: Gas Aooliances ( X Wood
x) Gas Loqs ( ) Wood/Pellet ( ) Wood Burni
Does a Fire Sprinkler System Exist: Yes ( ) No ( X)Does a Fire Alarm Exist: Yes (x ) No ( )
COMPLETE VALUATIONS FOR BUITDING PERMIT (Labor & Materials)
s'u?rBltrtlf;"" 320, ooo ELECTRICAL:5 O OTHER: I 0
PLUMBING: $ O MECHANICAL: $ O TOTAL: $ 320'000
REFUNDCLEANUPDEPOSITTO: Antl-ers at Vail- Condo Association
CONTRACTOR INFORMATION
General Contractor: / \ -a
casson Building c{yp"yLtt{")/
,Tdfr?Ff Vail Reg. No.:
.,/ tso-l
Contact and Phone #'s: Dan L. Casson
(303) 690-1500
Contractor Signature:&t-UZZ,-
Dan L. Casson
* *** ** ***** ****** ****** ** ****** **** ****FOR OFFICE USE ONLY************r.**,r**rr****************tr*
F:/everyone/forms/bldgperm
oovuoloc'llv^
z r r r'lNn '3eool suSlrNV
1300u1=lu ossodoHd?qroc rePnur [u eqr
sssa 9PA9!9?'!f.1Ijeiel.t Lifz xoqo'o CLoC)
LLI
(-)iT1r-o
cr)
LLo
Fo
L66r lludv t z
-t$J$3<!-
i$Et
*$*a
fJ
-0tol.:Ei
in$
.(gE
-1 <D$
$?
$ -t"
.-S ci
i=t$
..: I t)
$.H
$g
:F
$1
ulzz
5o
f,
s$Y:$ ;
Flil* i
/r'{
FJ
uI:t>\,rIt\>
)o$
3$-rt
ar!rf
\JF
7
s
Ixo
=.$$
rrEi*
$i:$
i{>$.lSa.
t*$c
NE
r$
t
t
ttrV
H
ts
fi
t-
*
Jsz
,ut\-
s,-p
t:st
llt
\,)tt5z\
z
Jo-
(5z
E
LL
F
LL
9
ei
$$
;II
eE3
9
N
$
P'
*
\!
dP
5n
s
\l2
R
z*1.\
-+
c{{r
B?
E
o
$
3Q,
TH$i;9>*)il
P 6:-
ii
Fit:5Ur
$$
ss
6
T
\tl
s
xo
tRa.a\J
o3
rh
)(
5t
j
o
Io
.J
I
Er-'s\
t$
$$
ilts5 si-
e$ :5su :fi
L
T\)
s\-
FF5
o
7
s
$
E
H
-tttC
s\-
--r\ l|-\- o=
,i.1fr
.t ut
r-35
5*:o
5i:
rll
$s
$t
-Frls-z-
rt-
\ti'
rc\s
$s
el5.lzxlc
,llor
!q
Sl=
d-s+
.{>
3tl$S op3r|Fln!t4Bat zilz rcq w
u+{no.FFrIrf luet|
oovHoloc'lHn
e r r ItNn '39Cl0'1 su3-ll.Nv
1300ulr3H oSsodoud
L66r llHdv t Z
s|
' | , '',ol..l"
:v : : tt ;j:ol . ' ' r
t
$ra
E
*
Ex!\
t
s
ar$
3 if
h
I
I
I
I
I
I
hx
?+
x
is
i4
*f*r
+H
.. !
TI+a_r l-sl^
ALx
ilSJ
T$
HEl$ltE
$g
x
U!
-l
a5q.
s
$
i$
r$
zE
?
s
$x
rS\
Pri-
$
E
$
F
al\rr
b$
,i,;$
$$3E-srt
$ts
Efe${iJa<
5I
1
JI
$
.B
s$
5sln' 6
\)l
u3
$\
;tt
xl+rss
-r<
o
J
II
#
UJo
.L
sL
$)
sx
rS
ii$
i$$$
$r
l,r, -r
*$
.*<
:fsx
*(sxrs
u
5q.-
FqslIs
Fr3
tsg
'r.i
+<
s$+l
za
tr{
IIJJ
r\I
_t
a'-9
at\$
xn
\J
++
't'
/66r ltudv rZ
i;ii
riffi
1:flir
tl$il
El j
iEl
:IE
tli
. f?r
?ti,rsltlrh!ltr-t
tq{ s
I !tlrBi:
$Hll
ti
rl
il
li
8!t8t,EI(Jr
t
!ll
I
g
art,a
I
E
|.o!
i,t
t
I
aa.a
uiI
IE
!u
ii
fflo,l
!g
tiat.a
'I
x
5i
t
6
t
I
a,I
Et
T
EI
B
:
F
o
JII
Flrlo
I
8;ti
fli
ls
IE
gE
IE
.8al
.P![
I
tIirJl!
!i
l!
6'.5
ca
't€
i!it
t
tIa
I
B
i|.
EI
J
5r
,iiiil
iilili
lli,lltl
liliEilt
if iii Bl L
^^g
89918 op3.roloc T8lizAiUt ZEz xoq o{
'?t4'roc rqlanur [u aR
oovuoloc'llvn
z t t .LlNn '39001 suflrNv
lltoou\l3H o=lsodoHd
/66r lludv tz
3${
;i*E
$$e;
:..J
{3,
,tF H
&.q N
.(yE
-1 <. sr
$i
$i'n9o'
xEbrr! t)
$
T
Eg
tF
$g
/Jt
\
\
$s-$
nts$
F;gr
$*in
E$EiI
O-)
uI:t>\rrIt\>
)*Q
R$-:t
Iul.Jt
$$
;tI
e93
to
t:
J4
2s
A
!1
)T5f
j
6oo3
\,>s
$Nxs
ul a-
rj
.$ l-
,iF
"S
7a(
stl
il
92
-F9
\n
o
ZL
S-'s$
EP
$s
td
oY-
r+HE
.i.1S.tu:
r-35
ST.$
Si:
\!
{Dr5
s
\,
B
R
1
s.l
t\
€\
$\
zz
5
o-
-CDeUJ
Fg
ds
rob>zo=*or'! l-(L'
E
--^ ue 3
nixs$ fi
siElt $
$$$-i i z
Jo-
CIz
-
E
LL
F
LL
(-)
J
z
*s
-+
\an
B
.9&
o
$
89.
iH$
i="9
i\s
ri
tg!3
*€
o
Ft
\€7
5u'fr\
{o1$lilF*
ig
$d.
$t
t.9
x
t$\)t/5
$
!
$
{st-
$
x
-F
TL
)
sz
UJ
z.o(r
=z.u,
u'
\!-
tcrs
f,t
$r
Sl"=
q-ci'
{-
sgga o93.|oloclF^LZgZut LWZ roqvo
?qqoc Jol|auu [u eqr
oclvuoloc'llvn
Z I t llNn 'fe0Ol SU:I]INV
1300ulf3H oSsodoud
z66t lludv tz
c{
-+
=+t
I
,,"1,,1.,
t :r*
4 , t'<'
I
4
v{l
-)
5
$urct
Y
\^
x-t\
*$*i
$H,r r{
TI+aXF
s1r.
€[- :<
t{s
t
tfi
3 Jr
P.
I
I
I
I
I
tN
x
T
).s
aa
il-st
tEH$*
3r$t!
.t
9_4j
F
-lx
rl-'rn
*$
-s.sef
t+
RF:
sg.l
$g
,(
If!
l
z
5L
s
rS
s
o
JI
F
UJo
t|I
i$
$i
aI1
s
$x
\Sl
\AF
,rUq8
--r \aY!'rrrlj
r.i3\.3urt
Q=
E#
-l\r\
J]
o
s
lf)tN
E
*
\{l
;"t+
's
II
.t'
e$
TSrf' s
\)3
u
I\l
;tt
x
cC\;\T
\sr 9
-J<
7
s!
!l
B
s
Io
$
s
Y
s
s
*4
?
i$is
E$s{R'J
*$fr(
a5\-*
ts
q
c.l
$o
J
I
f,
UJo
zs
tr
s
UJ
-]l$
JI
f,
ltJo
a'-9
or-
\$
l
tn
w
oovuotoc']|vn
z I ? JNn '3eOOt SU3]INV
't300u\t!tH oSsodoHd
oPr$olrA
tXZ rcq d
?q'oc q1eilr lu eW
/66r ltudv f z
=.s l'.c
:
S.
s
88" i I lH j:i. ;il. E! Bti:a ; jii, iE ;:ii_sill i; ite;.. Q izi! En -E!"5lE.il.;t Eiiii ; ii:! Er r t 'E*. st: ti .' uaiti ix ;iEE !i lii1;;iiigii EI
;iE !: :tEr ;l :iiiiiiiEsr! ift
;ii ii t;Er'iftEil:#iil4; ;it;ii iB ;i;s;;€!:lliiiiiri; ;ii
l.;E ii isitiiri:ti'E1;i;ii! l!r
F;; iT ;#i;;!:!iFiliii;il! l;li;i iir iitEi?irii:r''?Er;rri
3ig
rrF ::i r:is:r*il;ttliiiiEii ii;
_q:! . :-i5 1q*r E r t::i; lti:ll;:rt iiiu{837i;E! I "l I rEi:i3: iiE?5i s i 8:i*
iEi:;! ilit;::;s il$ ;; ;iffi $iii 1
E lE lliiilfi! !lr [E ilE !ti E;El;3i:5-€ 5 3 !IIf - sEiiEt :Ei AE ii!E: lE ii:E!?1 O90Orr..{-!oOCOOl{(;rr cl 9 < I ,< a C A O I Cr 9 I O rl (J | 6 6 O O O O O i < a OazIt-_L
O
E
C)tu(La
J
GfFOfGF
CD
o
J
-f,
IIJo
srT
B
,is
$
tl
E
0lul
.7
.\F
F
a
t
B-
$ss*
=d
^^^o..tdFO6.r
tR 4.. i.,; 6 ;g;g: jlr -636 q 6 EI i lF:s i.lls i:i ;iA *s:gE,jAli, ;!
irg i:it i;;;g!;iHi;;a;i;*s
i:H EI;i ;fi:liillE;triEi:iiia tl:i'-'-.i:.iiiE
EEE :;'i s;si;;Ej{:;:il:ili;g;qi;Ei ii;fr;:$gs;iifHiri
iiliiifi i Iiifi iiliiiiiiiiilIi i,, ;
;:leg 3'*i "i iT Etii;!lit *s.,'tii{;? ;;i
q!;Ei:s:t*:!rrl ;::{:gsii3i:;i:i!*f.1 q >'F .: d < E | | .{ - O '-{ rr .{ o { .O 6 ! q o E o 6 ; !r o > q r! 6 3 nlaF 44=f 4'1 d i ! i t O 5 t d o' e ts r o o q ; c O..{ | rr I r{ d!E,{EA I 4 6 A < t, O E O q .r O la (J C ,rj -.r ; ,-{ o .t
$ts
$$
5F
Fo-z
$s"?
($s
.l
Questions? Call the Building Team at 479-2325
IOI4/N
Proiect Name:
FOUNDATIONS ONLY PE$4II
Depaftment of Community Development
Antlers at Vail Addition
Project Address:680 Lionshead Place
This Checklist must be amoleted before a Building Permit aopliation is
accepted.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy of approval form ryill plevide priar to
Condominium Association letter of approval attached if project is a r',rrfti-r*#fift3fi"pfu*
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe
allowed on roadwavs and shoulderc without written approval
Asbestos test and results submitted if demolition is occurring r'1e11 provide prior to lssuance 'Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
d
d
{d
d
{
dd
d
{
{
g
d
d
{
d Window and door schedule
Full structural plans, including design criteria (ie,loads) (foundation only)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans will show on final plaos
Types and quantity of fireplaces shown
Applicant's Signature:
Date of submittal: :l*zooo
F:/even/oneforms/bldperm2
L. Casson
Received By:
FOIJNDATIONS ONI.Y PERMIT
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Enginee/s (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Project Name:
Date:
Signature
Antlers at Vail Addition
r'Marchl*, 2000
F: everyone/forms/bldperm3
FOIINDATIONS ONLY PERMIT
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBIJC WAYS PROHIBITED
d Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street sidewalk, alley or public place, or any portion thereof.
d Noti."; Abatement: The Director of Public Works may notifo and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rock, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
d Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 ofthis code.
/ NoUce and Penalty: It is unlaMul for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition tc
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A-l AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
d No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) g 1)
/ Wheneuer any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and paced in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Proiect:
Date Signed: l"IarchtL 2000
Signature
F:/everyolr/formVbl dpermT
General Contractor
FOTTNDATIONS ONLY PERMIT
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
dtne Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
{ tne Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2198 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
d Nto, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occuoancy issuance.
Agreed to by:
Project Name:
Date Signed:
Antlers at Vail Addition
MerchlL onnn
Signature
F:/everyone/forms/bldperm6
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
FOT'NDATIONS ONLY PERMII
Fill out the attached check list with the Building Permit Apolication.
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must fleld verifo (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November lst and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
anddepthofwork). Thismaybedrawnonthetrafficcontrol planorasiteplanforthejob.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permif'.
NOTE: The above pnocess is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
li
MarchtlL, 2000
Date Signed
TVWt{0F
WHEN A'pUBLrC WAy pERMrT" rS REQUTRED
FOI'NDATIONS ONLY PERI,IIT
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTTONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
d Is this a new residence?YES X NO
d Does demolition work being performed
public property? YES
require the use of the Riqht-of-Wav, easements orX NO 0n1y for traribl of loaded
trucks on street
NOxd
v
d
d
Is any utility work needed? YES
Is the driveway being repaved?YES X NO under a separate permlt
Is a different access needed to the site other than the existing driveway? YES_X_ NO
Is any drainage work being done that affects the Right-of-Way, easements, or public property?
YES NO X
/
d
Is a "Revocable Right-of-Way Permit" required? YES NO___x_
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES X NO-
If answer is NO, is a parking, staging or fencing plan required by Public Works?YES NO
If you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
WorK at 479-2198.
D ALL THE ABOVE QUESTIONS.
Casson BuJ-1ding CorPoration
Contractor Signature
Job or Project Name: Antlers at Vail Addlti'on
Date Signed:
F : /e/eryone/forms/bld penn4
March lif., 2000
Crmpany Name
vr+r/W*f'(r
,*at//exsTOI'IN OF VAIL
75 S. FROIVTAGE ROADvArL, co 8L657
970-479-2]-38
DEPARTMEIiIT OF COMMUNITY DEVELOPMENT
NOTE: THTS PERMIT MUST BE POSTED
PERMIT
ON 'JOBSTTE AT ALL TIMES
Permit. #: 898-0142
Stsatsus. .
(ANrLERSApplied.
Issued..
E:qlires.
ADD/ALT SFR BUILD
,*at/a<s //o/ilob Address:
Loeation.. . :Parcel No..:
Project, No.:
680 I,IONSITEAD PIJ
680 LIONSHEAD PL
ZLOL-072-06-07L
PRJ98 - 011-3
ISSIJED
06/03/t998
08/L4/1-998
02/LO/t999
APPLICAI{:T RIPPY COIiITRACTORS
P.O. BOX 3610, EAGLE, CO 81531
CONTRACTOR RIPPY CONTRACTORS
P.O. BOX 3610, EAGLE, CO 8t-531
OWNER ENDLER GERHARD C & ERIKA H
3 LONG MARSH LN. HII.,TON HEAD SC 299287LOO
Phone: 9703283655
Phone: 9703283555
DescripEion:
ADDDING BEDROOM PER PI,ANS
Occupancy: R1
Tlpe Construction: II FR
Valuation: 50,000
Fireplacc InformaEion: Rc6!riclcd:
MuIti-Family
Type II Fire ResisEive
Add Sq Ft:
*of cas Appliancee:
Auilding-----> 490.00
318.50
. o0
3.O0
PLan chcck- - - >
Inv:ati.gacion>
will call--- ->
RcrEualanl Plan Rcvicr- - >
DRB Fcc--------
Racrcacion Fec- ----- ---->
cl..n-up Depo.l!-------->250.00
TOV/Comm. Dev.
Clean-up De it Refund
approved
amount
date
*of ca8 Loga;
ToEal CalculaEcd Frcs- - - >
FEE SUMMARY
,........T:::.liii.;;;:;;;;;;...i..."..."iri11;l3.......ilHli.iYi:;:::;;;;.;.;:".".".."....;::...
IECM: O51OO BUIIJDING DEPARTT{ENT DEPT: BUILDING DiViSiON:
0611911998 JRM Act,ion: APPR APPROVED JRITIiemr'05400 Dr,erWrre DEPARI'I{ENT DepE: PLANNING Division:O6/L9/I998 JR]I4 AcLion: APPR APP PER BREB-NTrtb.M:..05500 FIR-E DEPARTI'IEIifT DCPE: FIRE DiViSiON:
O6/L9/L998 JRM ACIION: APPR N/ArtbM:.O55OO PI'BLIC WORKS DEDE: PT]B WORK DiViSiON:06/L9/L998 JP$I Acr,ion: APPR N/A
See Page 2 of this DocumenE for any conditions Ehats may apply Eo Ehis permit.
DECI,ARATIONS
I hercby acknonlcdgc that I havc rcad this applicaEion, fillcd outs in fu]1 fhe inforbalion rcquired, codPlctcd an acculace ploE
plan, and stat.t Chet. all thc information provided aB r6quir.d is corrccC. I agrcc to comPly ?itsh lhc inforbaCion a'ld pLot Pla.,
!o comply i.iEh all To$n ordinancce and 6ea!e laeE, and Eo build !hi6 stlucturc accoldinE go Chc ?oxrn'F zoning and Eubdiviaion
codes, dcsign rcvi.{ .pplovcd, Uniforrn Building codG anil othc! ordinances of thc Torn applicable tshclclo.
REQUESTS FoR INSPEeUoNS SHAIJL BE UADE TIIENTY- Fot R HoURs IN ADlraNcE BY TELEPIIoNE AT 479-2139 oR AT OUR oFFIcE FRol4 g:00 A}1 5:00 PM
- 1'Aj.--rv
*of l.lood/Palleb:
.00
50.00 Addirional Fc€s----- ----> .00
.oo Totel Permit Fec-------->1, 111 .50
1,111.50Payment6-------
g.nd cl.|n-Up D.!ro!IC To! RIPPY
Page 2
***********************!t********************************************************
CONDITIONS
Permit. #: 898-0142 as of O8/L4/98 StaEus---: TSSI'ED*****************************:r************************************************:r*
Permit, T)pe: ADD/ALT SFR BUILD PERMTT Applied--: O6/03/L998Applicant.--: RIPPY COIITRACTORS rssued---: 08/L4/L9989703283655 To E:<pire I O2/L0/L999
iIOb AddrESS: 680 I,IONSHEAD PL
LocaLion---: 680 LIONSHEAD PL (ANTLERS 707)
Parcef No--: 2LOl-072-05-071
DescripLion:
ADDDING BEDROOM PER PI,ANS
* * * * * * * * * * * :l * * * * * * * * * * * * * * * * * * * * * * * * * * COndit.iOns ******:r:l**********************
1. FIELD INSPE TIONS ARE REQUIRED TO CHECK FOR CODE COMPI.,IANCE.
2. SMOKE DETE TORS ARE REQUIRED IN AI-,I-, BEDROOMS AND EVERY STORY
AS PER SEC.121O OF TIIE 1991 I'BC.
3. HAND RAII.,/GUARD R.,AILS REQ'D I'BC33O64. T99L IJBC 1205 VENTII,ATION REQ'D IN BATHROOMS
DEPARTIIENT OF COMMIJNITY DEVELOPMEIIT
NOTE: THIS PERMIT MUST BE POSTED ON .JOBSITE AT ALL TIMES
PermiE #: 898 -0L26ELECTRICAL PERMIT
Job Address: 680 LIoNSHEAD PL Status...: ISSI'ED
LocaEion. . . : 680 LIONSHEAD PI-, (AIiITLERSAppI-ied- . : 06/03/L998
Parcel No..: 2LOL-072-06-07L Issued. -.: LO/08/L998
Project, No.: PRJ98-0113 Er<pires..: 04/06/!999
DOIIBL,E DIAI4OND SERVICES Phone: 970-926-52O2P. O. BOX 1452, EDWARDS, CO 81632
DOIIBIE DIAIIOND SERVICES Phone: 970-926-6202P. O. BOX 1452, EDWARDS, CO 81632
ENDLER GERHARD C & ERIKA H3 IONG T.4ARSH I-,N, HITTON HEAD SC 299287LO0
Description: ELECTRICAL FOR ADDED BED ROOM Valuatsion:4, 000 . 00
FEE ST'UI'An'Y
::OI;IN OF VAIL:". C':TAGE ROAD
vAlL, CO 8L657
970-479-2L38
APPIJICAIiIT
CO}ITRAgTOR
OWNER
El.ctrical- - - >
DRB Fc.
InwcaLLgaCion>
will call---->
TOTAI FEES- - - >
Totsa1 celculaCcd F€€€---> 75. oo72.OO
. o0
. o0
3 ,00
75.00
. oo
75.OO
75.OO
.o0
'l , * * * t * * * * * * * * * * , * * * t a * t * | * r * r *****aat*****+*
ITCM: O6OOO ELECTRTCAL DEPARTMEIiN DEPI: BUILDING DiViSiON:O6/03/L998 .'RM ACEiON: APPR APPROVED iIRI\iI^Itqm;'.05500 FIRE DEPART'I\4ENr DepE.: FIRE Division:r'6103/1998 JRM AcE,ion: APPR A
CONDITION OF APPROVAI-,
tiittt**t******tr'tit rtrrata*tt
DECI,ARATIONS
I hcrcby acknor.lcdgc EheC I hevG r..d thL6 appllearLon, flll..d out ln fulI Lhc iniormation rcqui- '. ' '-r a:i accuraL= ploE
plan, and 6cate char. arr .rr= infori;aLion proviuea.. --,;-i:ed ia correcL. I agrc€ to conply i.itsh the informatsion and ploL pLan,
tso coEply irLth rtl To$n ordlnancc6 and stsrb. La$s, alld to build lhls aErucEurc according to thc Town's zoni.ng and eubdiwieion
cod€6, dcBign lcvLai applov6d, Unj.form Bullding cod6 and oth6r oldlnanc.d of lh€ Town applic.blc th€r€co.
RBQUESTS FOR INSPECTIONg SIIATJIJ BE MADE TWETfTY-POUR HOURS IN ADITANCE BY TELEPIIONB AT 4?9-2138 OR AT OUR OFFICE FROM g:OO AU 5:OO PM
i),1i'r;.r | (
Ll\'vr
ffii #'?."ioi-?u"'""t;;:;;;:r;;" - "
DATET l0 z 'B 98-crqa
al
APPrJcATrotf llus[ EE FrLr/ED ottr colirprJErEt,y oR rr ]tly ttot BE rccEr1r6D
f,
*****t "****ir*t**t*rr*f t**r* p'nurr r'ronm'roN atr.rr**.rir*iitr rra..r.*****I J.-Bultdtns [ ]-Plunblns [Nl-Elrctrloel I t-ltechtnLcar t l-OthcrJob llans:.fob Addrecr:
Ingal DescrlptLon; tot
ownerg lraDo: l*rtnnt? trnLlo,t_ ._Address:Ph.--Archltect:Addrcrs:Ph.General Dercrlptionr
l{orr cras6! ( l-l{eu tff-lrt.rotton I r-rcaltronar 1 1l1rn"r, l]**EE_._Nunber of DuellLng Unitr: n.rEL^____ Nunber of Aoeotulodatlon Unitg:
ltotfll oF VAIE ColtsrRucrlolfPERI{IT lPFLIcAlFrolI _ FoRl.l
;:ff;r"="l,ou
P. 03
N0.010 P.01
PEXUIT
'
*t**rr
otttnnr I
lOtlAL: $
INFoRlIeTrotf || *r**tr*r*rir.trtrttr**rr*l
Plubbing Contfect
rridreee i --
--------===
,.onorrr"oF
rddresg:
ta**tttr.titt*r*it*trrrrt*a*tt+i
'.urLDrNC DERVTT FEE:trrMBrNG prnrir rrsr
ECHTNTCAIJ PERI'IIT FEE:.LECIIRIC.IL FEE:rHER TYPE OT FEE:18 PEE:
FOi
AUTDDING:gtclrAttrSE:
UONING:
sTCNATUREI
Tot tt ol Vall XoEr. lfo.Phone Nunber! 34L11!--
Toun of vall
Reg. No.Phone Number:
rorn of Vall
Phone Nurber:
R.g. NO.
oFFlcg usE **r*.r*art.rr*r.rfrf *t*||******.
fhone Nunber:
Lk " of varl
EUTT.,DINC PIAN CTIECK PEE:
PLUUBTNG PLAI| c11scx FgE;IiqcHAilIcAL PLAN CHECK Ff,E:RECf,E,trfION FEEI
CI.EAN-UP DEPOSTTS
|DOTIL PERIITT FEES:
Electrlcql Contracror:lddrssa: Ro?nr /UGt--i
GROUP
PARCEL$ 2LOLO7?frO6O7L
BUILDIHG: 45.@@6
PLUIIBIHG: t{/A
?or* oF vArL co'sr*Ucrro*o
PER}IIT APPLICATION FOR}'
DATE: 63/22/94
ELECTRICALz 5.OoO
IiECHAI{ICAL: t{/A
APPLICATIOII }IUST BE FILLED OUT COI{PLETELY OR IT IIAY }IOT BE ACCEPTED
l l * * l l + + i +; l l; + + l+ + l r * + + + * *pBllllIT II{FORI{ATIOI{*rrr}}}}}}}}}}}}}}}}}}}}}}}r}}
tXI-Buildlng t I -Plumbi'ng tXl -Electrical I I-llechanical I I -Other-
Job l{ame:ANTLERS UI{IT 7O7 Job Addreee: 680t LIOI{SHEAD PL.*7O7 VAIL CO
AI{TLERS COI{DOT{INIUI{ UilTT *7O7
Legal Deacription: Lot Block FILIT{C
803-
Ornere Hame GERHARD C EI{DLER Addreee: 3 LOI{G I{ARSH LAI{E Ph. 363-5730
HILTOIH HEAD. SC 29924-7IOO
Archltect:ARCHITECTURAL SERVICE Addreee: BOX 2374 VAIL CO Ptr. 926-7253
General Deacriptlon:ADD BEDROOI{ AS PER PLAI{S
l{ork Claee: ( l-Her tXl -Atteration ( I -Addttional t I -Repair t 1*Other
Humber of Drelllng Unlte:l{unber of Accornodatlon Unlte:
t{umber and Type of Fireplacee: Gae Appllance Gae Loge 1 t{oodlPellet
lr'r'l)**l*l*'lllll*lllllll+lil*+rrrrVALUATIO!{Srrrr}*}}}+}}}}}}}}}}}}}}}}}}r}}
lll*lllrllllllll*llrrr***r*TfQHTRACTOR ItlFORltATIOllll'*l*lllll)ll*llilllllll
General Contractor: Rl.Dpy Contractore. Inc.Torn of VaiI Reg. Ho. 124-D
Addreee: P.O.Box 3616. Eaqle, CO 81631-361O Phone Nunber: 328-3655----TtS:oGz-
Electrlcal Contractor: DOUBLE DIAI{O]{D Tovn of ValI Reg. tlo. 7li-e
Addreee: P.O. BOX 1452 EDWARDS, CO 41632-f452 Phone Humberz 926-62@2
E& -otffirn ot valr Res. No.
Phone Humber :
,ra.i)0(qg, _ oll2'/ ?) lv
OTHER: H/A
TOTAL: 5,0.OO@
Tovn of Vai.I Reg. Ho.
Phone Humber:
llr+**;*;**l****t+*'***r**+ll+*++FOR OFFICE USEr**rr*ll *l +* l * l**; ** l**l llll *
BUILDING PLAI{ CHECK FEE:
PLUIIBIIIG PLAH CI{ECK FEE:
IIECHAHICAL PLAN CHECK FEE:
RECREATIOI{ FEE:
CLEAN-UP DEPOSTT:
TOTAL PERIIIT FEES:
PIumblng Contractor:
AddreBa:
N/A
llechanlcaJ. Contractor :
Addreee:
BUILDING PERI{IT FEE:
PLUilSIHG PERI{IT FEE:
I.TEOHAI{ICAL PERIIIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
lrYPElGRouPlso.Fr.li-i-i _l
Lomnenta:
VALUATIT}}I
A.--L 0v-.--
CLEAII UP DEPOSIT REFUIID TOr BrPPY COITTRACTORS P.0. BoX 3610 EAELE, S1631
PagF I of2
Date Received
Date: 5D6198 lime: l0:12:50Alt
o
Develop.n6t
oFrom: Robed LeVirc To: Cqmuity
'#
llAY 26 1ss0
dNTL(RS 4T \AIL h,
680 W Llonshead Plaae Vall, CO 81657 970476-2471 97o4764146fax
MEMORANDUM
To: Town of VailBulldlng Department
From: Robert LeVine, General Manager
Date:5/26198
Subject Unlt 7O7 remodel
Pfease accept this authorization tor the owners ol Antlers Unil,#707 to remodel
the interior otthcir unit and to add not morc than 250 GRFA. There wont be any
exterior alteration. Rippy Contractors will be acting as the general contrac'tor tor
this remodel.
For what it's worth, in the past five ycars we have done the exact same remodel in
units 410, 412,702 and 703.
Thanks you lor your consideration, please let me know if you have any questions.
Et(tL
Robert LeVine
General Manager
fc: Rippy Gontractors
f5l'J,lilut" 16;4e REEuEsrs -t?,t$o8Et,Yofrbr**tBh8Ef8"tu*;t?/?4/L'cLets .HPEF "o
t
tict ivityr 896-Of 43 le/&4/ t.:) Typer A-HUIt-D StaLr-ts: I55UED 'ConstrI flDUF
{-tddress r 6Bfr LIONS}{EAD FL
L.OCAt i ON I 68O L l ONSHEAD F.L ( ANTLIREi 7'ZI7 )
[-'ar-ce I ! ;ilgrl_A7e-rl6*tt7l
Descr"ipbion: ftDDDINB BEDROOPI FER trLRNs
f"lprrl ieant: RIFFY CONTRACTORS
Owner: ENDLER GERHARD C & ERIKA l'l
Corrtractorr RIPtrY CONTRACT0RS
flcc: Use: II FR
F,hone: 97tZrJtS3655
Fthone;
F,hone: 97OSgBJe'53
ILJ
Inspect i on Reqtrest Informatisn.. 'Resrrestonl RItrK F,h o rl 479-A7'it4
ISONT hiTJIY DOOR LTEHT
Eomrrerrt
fre14 Tine: 61 :O0
Items requested to
ArzilAgrtr FLDGi"F inaI
Comnerrts: LJNIl
bt Inspected.,
7O7-KEY
ttct i, o rr I rme b.xp
Inspecb i on History...,.
Item ; O0ra;lgt ELDG-Framinq
Item:
It.em:
Item:
Ibpm:
ltZ'l 13/94 Inspect or I CLr
ler0ttztgtl L\LD6*Insnlat i on
AAAAA BlDG-Sheetrock Nai I
L| /td!/94 Inspector': JRlvl
Notes: tlITl-t FIUD COULDNT T RFi
tbUh?0r BLDI}-Mi sc,
A0A9q' BLD6-Final
on : AF F F< DRYl,liiLL l.tAS TAF ED
F.ATTERN Of,I MAJORlTY OF
AND
FIRE
lt'D
,r5r,
(
HF,l-'ROV!-t)
...o
NWT{OFUAIL
TS$rrrthFrcilogeRood
ValL Cobrado 81657
97O-179-28q479-2139
FAJ( 970-17v2152
January 8, '1906
Dear Rob:
o FILE COPY
Tswn of Veif
Dcparnvnt
-.jfrlr'/
Irarcto@t
Rob Levine, Manager
Anders al Vall
666-Ii5isFead Fl"ace
Vall. Colorado 81657
RE: Garage Stolego Boomb
could be made.
It has como to our attention rlat tho ls8ue of the storage loorns, locatodin ths parklng-gerag6'
r.raJnorbesnresotu6d. trtsmitterwgsaddresseduyttreTown.of.Vail.FireandBullding
Oepirfments on Januery 21, iCat vilih a number of iecommendalions belng pres6nted to !ou'
On a recenl Flre Departnent inspectlon (29196),lt was obselwd that the storage rooms were
;tlil h ta||. Thess storag;'roJhi prpsint a pi6Otem in that flre spilnlder heads mav not be in
ifi" prq:.i pfaces anO tnaiine type'ot construi*lon and matoilals are not approprlate for a 81
oc"rpih"V, AaOttlonatty. itre pari.inO ppaces that were ellmlnatsd, in order to add the siorage
i*ti, "u* to oe auot'Lsseo *itn dQ Fianning Deparment, There may notte a suplus of
parking spacss on Ue property to aUfo for neionveeion and there may not be aml6ble
iormSn arsa ae weil. 'nClfto'nai
tntormeUon would need t0 bo provided bsfore a detormlnatlon
Please sulrmit a Plan and Demo pormlt applicatlon to the Bulldlng Departrnent for removal of the
sloraga rooms,
Sincerely,
/&'e?/e-Charles R. Feldmann
Bulldlng Inspector
QFtlr
cc: Fk€ Dlpartm€i
Filo
i $ *'--"'n"t
MAR.
N0.
a.nag 2:31PM: a3a3 863 4651
P1
FRO4
(
:' HSUEKoST AS]SoCIATES
RTDGE VENT, REFER rO DETAIL @
FOIL FACED BATT INSULATION
FURR AROUND 1O" STEEL'-
BENi w/ 5/a" GYP- SHEATHING
AND COVER W/ WOOD TRIM
1x6 CEDAR T&G SIDING FU{ISHED^
sbrrrf-oH 5/8" cYP- SHEATHING
FIXED GLASS WINDOW IN WOOO
rnAuE, PREFINISHED ALUM.
CLADDING, WPICAL
wrNG WALL (METAL FURRING' -FTBERGLAS Retrurgncqo- qquE-NI
b6.-'d6Vi-n ec_',i /-Co- oZ coP P en)
5-Zx6'S COVERED w/ 3/4"
PINE TRIM
SLIDING GLASS DOOR UNIT
-(REFER TO WINDOW SCHEDULE)
1x6 T&G CEDAR SIOING FINISH
ON FURRING CHANNELS O 24''
\-.--
SOFFIT
o.c.
3/A" GYP. BOARD
CEILING. TYP.
!
I
L..
\J
SECTION AT DORMER
2t 31PN
853 A66t
H<
P2
rHdTjNiV
2@@A
a3a3
6rol-
Or-( w
9;5dr
;::AH
8.
z
3o
I4RR.
E NO.<li'li(Jll(A tl
z
J
0"
trl
0r
a
()
-:Oz
trl
trlz
il
O
a
a
UJ Lr- . -foo fi
dpE 5
las I
gEea
O ,Or.rJ O"; iH,! F"
;=fr:gn-- FHZ eu
Fz Z-,
.1>H6N .Up
EBas3- of:i* (f v'
gnBq
il@fi!tgt*
gP3f;
F o (J.-..E=Juw+F(DO<U'PtrO
t r'o{
=^F\O*(/too
..9-,e
nAR. A.2A@A 2:31PM
N0. : 8303 ts,3 A6L
P3
ONEFRII'I : HcIUEKOST ASSOCIATES
STANDING SEAM O 12,' O.C.
20 Oz. coPPER CAP ON 5,/8"
FIEERGLASS REINF. CMT. tsD.
STEEL TUBE FRAME W/
5,/E'' FIEERGLAS RETNF-
c-ruerur 8D. EACH SloE
20 02, coPPER W/
FLASHING AT
PENETRANONS
4"x4" STL.
wlTH 2"x4"
STRUTS O
TUBE FRAME
STL. TUEE
24" O.C.
40 MIL "BITUTHANE"TINUOUS
2xB PRESS-
WRAP WTH
MIL BITUTHANE
vP 24" MtN. wlrH
FLASHING
COPPER CLEAT TYP.
TREATED NAILER, CONT.
BITUTHANE MEMBRANE
ON 5,/A" FIBERGLASS
REINFORCEO CEMENT BO.
20 0z-
CRICKET
UP .IE"
COPPER VALLEY,/
FLASHING, TYP.
MIN.
40 MIL ..BITUTHANE"
MEMBRANE ON 5/E"
EXT, PLYWOOD (TURN
uP 56" MlN.)
4x4 STL. TUBE HEAOERS
AS REO'O BETWEEN W1O
RAFTERS
TERMINATE ALL VENTS, FLUES,
PIPES, ETC, INTO CHIMNEY
ENCLOSURE IN ACCORDANCE WITH
CODE REO.MTS,
CHIMNEY WALL WTH 4"x4" STL'
FRAME, 5/8" FIBERGLASS CMT
SIDE. AND SYNTHETIC STUCCO
FOAM BOARO.
TUBE.
BD ONE
ON l"
MEMBRANE TURN
20 02. coPPER
CHIMNEY ENCLOSURE SECTION
FROI,I : I.IIUEKOST ASSOCIATES
nAR. A.2A6@ 2i32Pn P 4
E N0. : @3A3 8,63 e,661.
SIDE ELEVATION NORTHEAST CORNER
- 20 02, coPFEr FAscrA
CO\GR, TYPIC L
- 6xro nM6gh BRACXEIS w,/t/2..STEEL PL^TES ANO
3,//r" AOL"S, TYptq^L
WOOD FRAME. PREFINISHSD
aLUMTNUV CLAO WNoOW
FCCESSEO 2-r/2' +. jyp.
- STEEL tUgE oUAROR^IL
-COPPER CAP FL^SHING
FINISHEO FLOOR
- REO$/OOO StotNG oN5./€' EXTERTOR PLYWOOO
t2xl2 CONCRETE COLUMN w/
SYlr flre?C STUCCO F|NISH
PLANTER. CONTINUOUS
- 6'x16' PREC^ST CONC. COPTNG
5RD FLOOR ELEV, 1?7.''
Nor fa s<A.r.t5
FROM': HNUEKOST NSSOCIATES
ilAR. A.2@@ 4i23PI'l
oNE N0. i A3A3 863 6161.
P1
20 OZ. COPPER FASCTA
COVEFI, TYFICAL
oxto nMEER ERACKE'S w/1/2' SIEEL PLAT€S ANO
J,/4., 60!T5. TYPICAL
WOOD FRAME. PREFINISHEO
ALUMINUM CLAD WINOOW
RECESSEO 2-1/2' +. JYP.
STEEL TUBE GUARDRAIL
COPPER cAP FLASHING
FiNISHEO FLOOR
REOWOOO STOTNC ON5,/€- EXTERIOR PLYWOOO
r2f1? CONCRETE CALUuU w/ -----
JRO FLOOR ELEV. t 27.4'
12"xa'PRECAST CONC.
OUOINS, TYPICAL
€wv €u,evxrrctt Noaqr.l 6A€T .o1|,ee
Poa LgvrH
sYNllrETlC Stucco FlNtsH
PLANTER, CONTINUOUS _
5-x16- PRECASI
"on", ao"," o\-..r-
)rNd7 fo yAtE
FRI]fI : HRUEKOST RSSOCIATES
li(6.:r4c .ceefuR" -:
4tg?|$q oN' ttle1'.-El|fif.b..flt{*+t4€'r-q'@ a+,cra .
-aF-RRA.E FL'AfiK
: .EtlJ:|A-A....€bFeff''
-JYTICAL.-.'.. :' :.".. :€rtA LE:. -?/Z:'-= l:t
j-,'15: ?,3ffi,.3'#il P 2
.6Yr.l'f;[f'fr::c llvccD
_-. :.oN - dor.l.cRETE F€.*,'fi
'-et!J"'ta|A To ,t^Afctl WAIL
lYTtcAL IKTEKIDK @Wtt\r] prn
?.4. r
,4'. I
t.al
6c*rs 7/d'=|-r>"
oI
AI\TLERS
MAJOR EXTERIOR ALTERATION
APPROVED 7II2I99
ry\
February 17,2000
Mr. Rob Levine, General Manager
Antlers Condominium
610 West Lionshead Place
Vail, Colorado 81658
Re: Antlers DRB Review- 2/17100
Dear Rob.
Thanks again for appearing at the February 16, 2000 meeting ofthe Design Review Board to discuss the
final review of the Antlers redevelopment project.
The purpose of this letter is to provide you with wriften documentation of the Board's comments and
concems regarding the final design of the project. The following is a list of design issues that still needs to
be addressed:
r\,.o.,A. Xc5r?
X
Pursuant to the Lionshead Design Guidelines, exposed roof beams, rafter tails, roofbrackets, etc. need
to be provided at the underside ofthe roofeaves.
The underside ofthe exposed concrete decks need to be covered in cedar and detailed with brackets
and beams similar to the roof eave treatment. Please provide a detail of the prcposed treatment.
Please provide a window detail that is typical throughout the building.
The skier entrance on the east side of the building needs further design attention. Round exposed
concrete columns are unacceotable. The columrn shall be at least 16" square or whatever is
proportionate and in scale. The columns shall be covered with stone and stucco and exposed structural
,? elements shall be introduced into the entry design.
A ffi @ Two-story stone and stucco columns shall be introduced in to the structural design of the walkways
Ur -\ and balconies. No arches shall be used.
@ Please provide a door trim detaiL for the patio doors. The door trim detail shall match the window trim
detail and shall be consistent throughout the building.
I Divided light windows shall be provided on the north, east and west elevations ofthe new addition as
' discussed
p Please provide a chimney cap detail. The chimney cap design shall comply with the Lionshead Design
Guidelines.
f, eI exposed fireplace vents shall be painted to match the building exterior.
I have placed the Antlers redevelopment project back on the agenda for the Design Review Board meeting
on Wednesday, March l. In order to remain on that agenda for a final review you will need to submit
revised plans to me by no later than noon, Tuesday, February 29.
Should you have any questions or concems with regard tot he information addressed in this letter, as
always, please do not hesitate to call me. You can reach me by telephone at 479-2145.
Sincerelv.
George Ruther, AICP
Senior Special Projects Planner
Town of Vail
oo
r-!sl-------_------
Mar 24 0O O9:33a .|son BUILDING 036o 80 8269
Friday, March 24,2OOO
"A Constuction fndltion since 1912"
15630 East Hinsdale Ddve - Englarood, CO 80112
phone 303"6{D-1 500 - fax 303680€269
FAX TRANSMITTAL MEMO TO:
Rob Levine
9704764146
2........PAGE5 F,.l//fjD //NCLUDING TH'S SHEE7. ORIGINAL NOT SENr BY
MAIL
Cc: Paul WaltmaF CBC Superintondent. Kevin Duncan
RF: Antlers @ Vail - Tract "A' bondinq
Rob,
As you are aware, we intend to begin construclion demolition, utility relocates
and utility installation on the moming of Aptil 3. One of the first things that will
occur wilt be the installation of the 12 inch storm drain located on tfie north and
along the east side of the existing building. The atbched drawing e:fiibit "f
shows the approximate location. Horrvever, due to the depth of he line, it will
actually be located dght along the east property line. We will be excavating to a
depth of approximately 21 feet.
A.s Dan has indicated, it is impossible br us to install this line without disturbing
areas locabd within Town of Vail property defined as tact 'A'. In the attached
exhibit "B" I have outlined the area within fact'r\* trat we need to have you bond
with the Town of Vail. We do not anticipate any disturbance to the bees located
on the Vail property. Restoration of the landscaping will be pdmarily crinftned to
resodding and insblling any graveled areas that may exist.
p.l
l'lar 24 OO OS: 34a c|'oN BUILDIT{G 3ou8o 826s P./+
As shown on the aftached exhibit "A", we will be running the line below the
existing bike path that runs east and west, south of he existing building.
Therefire, we will also need to bond a 20 foot section of that path. Casson
Building borporation will anange for pedesbian traffic confrol per TOV
requirements.
tn addition to the storm drain work, we will also be installing the new electrical
service. Given the combined scope of work, I think it would be in our best
interests to bond the entire area east and north of the bike paths on the east side
of the exiting building. We will place the chain link fencing with green fabric
along the binding line. However, we will attempt to confine our- work within
oran!" construdiJn fencing I've shown on exhibit "B'. We will provide a gab at
the ciain link funce at the east bike bath in order to accommodate pedestrian
traffc to and trom the building. As I stated earlier, we anticipate that no more
than grassed or grarreled areis would be disturbed. All trees and plantings on
Vait iroperty wtii Ue protected throughout this phase oJ construction. Any
disturbei ar6as would be restored b the soil elevations trat presenfiy exist. All
areas will be ready for re-sodding, graveling or installation of any wall<t1yay
pavers.
ln order to proceed with this work as scheduled, we need to have this bonding in
ptace prior to April 3, 2000. lf you have any questlons regarding this matter,
bfease catt me dt gOSegO.tSgO br 303-931€163. Thanks for your efforts. We
look fonrard to beginning this proiect'
Sin
C
c.,
CC: TOWC file 9870
P.3
/tI!1r!t
i/
3nT80 826s
€*k,b.t "4"
,_ .. /.I:risn'n;
f:':L 1t Ai3'r!rt:
tr n{.
I
Vr
-o
\
crirE
\
,.--ji\
t--/ Ftf-ge2Ftlt-tl.lp6fq[r$.2
> ttl 'tt= 'i-'-7 Fd
/ |'?ar
| /r"
lA.'*,
,/
-,/- -
)---
ha
.\ |i\'il.\\
\\rii:itI -lt.l
ll:t \.\ \
.,tl.. \ \' I ..1\....- 1,
'l
12' 5lora \ 1
an\\
)--"-^
81 10 - '-- ----
i
IIr--- -''.. ----- " " l. ^r--l b.!3 ii.l\r-v ,'eJrr't . | ._
Nc-, tr
&cl
I
I
I
l-.,,
D,
tnlil
AY E}€CK DAr|
IgF ETALI
\\-
i.1l:;ii!.*,
llae ?4 OO 09: 33a 3ou8o 826s
oi.,t.ot-
dl:;fr|G glof,|r GRAIE
ffil*ifl!j't"u'".
\,= o'l,lt Lt^ u,-11-l^ L.r- 1<I lt J.\r IJT r-_ltJ.I'r -
!r.w orstiF
PrrtalEra
\
\
ttN,
-i 8rt7-2
,^iip mo
8t 19.7
El t9.5t
l= 54"'l 7'50"
R:60.00
L=56.86 .'l"
'lbt
'>.4i-':
Tttll^.3k
-.\
l.l;*
l'q:.*ii
i
l:i
r$
I ao_
\,11,
6-. -l
I
A
0.7i 0
----l
0l l7.t
75 South Frontage Rod
YaiL Colorado 81657
97A479-2138179-2t39
FAX97M79-Us2
January8, 1990
Department of Cammwlty D*elopmctu
Rob Levine, Managet
Anllers al Vall
680 Llonshead Place
Vall, Colorado 81657
RE: Garage Storage Rooms
Deat Rob:
It ha8 com€ to our attention u]at th6 lssue of the storage roorns, locate-d jn tho parklng garage'
tlas not been lesolved. Thls matter was addressed btthe Torvn of Vail Fire and Bullding
Deparments On January 21 , 1993, wlth a number ol reCommendations being presenled to you'
On a recent Fire Department inspectlon (2/9/96), lt was obsorved that the storage rooms were
still In pla;. mese'storage rooms presint a pioblern in thattlre sprinltler heads may not b€ in
ine p,dper places and ttraitne bpe bf construbtlon and mateliats are not approprlats for a 81
occupan"y. nddltionally. tha patidng Spac€s thal were ollmlnatod, ln ordet to add th9 storago
toonis, neeo to be eddrit'ss€d s,ltn d,q Ftanning Dgpartmont, There may not be a suplus ol
parklng spa63 on the property to alldw for the conveaion and there mal ngt be avallable
bomm6n irea as wen. nOimoiral Inlormatlon would need to be provided bofols a dBlerminatlon
could be made.
please sulmlt a Plan and Demo pe/filt applicatlon to tho Bulldlng Department for removal of the
slorage rooms,
Sincerely,
Ifu?tu
Charles R. Feldmann
Bulldlng lnspector
CFfir
cc: Fire D€panment
Filo
, tt*rcra"cor^nr
(
o
D esign Review Action Form
TOWN OF VAIL
Project Name: Antlers Condominiums
Project Description: Construction of 24 new condominiums units
Owner, Address and Phone:
Architect/Contact, Address and Phone: Rob Levine, Antlers Condominiums, 610 West Lionshead Place,
Vail, Colorado 81568 476-2471
Project Street Address: 610 West Lionshead Circle
Legal Desuiption: Lot 3, Block l, Vail Lionshead 3d Filing
Parcel Number:Building Name:
Comments:
Project#:
***PLEASE CONSULT THE T.O.V. BUILDING DEPARTMENT REGARDING
POTENTIAL ASBESTOS ABATEMENT ISSUES _ 47 9-2325* * * *
Board / Staff Action
Motion by: Pierce Action: Approved
Seconded by: Woldrich
Vote: 4-l (Greenauer)
Conditions:
That the overhangs be increased to three feet minimum around the building and that exposed beam end be
added.
That stone and stucco columns be added around the addition as indicated on the approved plans. The stone
shall extend up a minimum of two stories.
That beams and braces be added to the underside of the exterior walkways and balconies.
That the door and window trim detail be the same throughout the entire building.
Town Planner: George Ruther
Date: March 23,2000 DRB Fee Pre-Paid:
p,,', f itrS
. t^r3
Y -"1' l"*V
DEPARIMENT OF COIT4MUNITY DEVEL,OPMEI{TTOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 8L657
970 -479 -2L38
APPLIEAI{T
CONTRA TOR
Ov{I\fER
NOTE: TIIIS PERMIT MUST BE POSTED ON iIOBSITE AT
DEMO. OF PART/AI,I, BI'DG.Permj.t.
Phone:
80022
Phone:
80022
Phone:
ALI-, TIMES
#: D00-0002
Status.: ISSI]ED
303 -289 -2 000
303 -289 -2 000
945 -5366
iIOb AddTESS: 680 I,IONSIIEAD PL
A.R. TECH SERVICES, INC.
85OO ROSEMARY STREET, COMMERCEA.R. TECII SERVICBS, INC.
8500 ROSEYTARY STREET, COMMERCE
A}ITIJERS CONDO ASSOC
CITY,
CIIrY,
LocaEion...: 580 Lionshead PI, ALlerF Applied..: 02/2L/2000
Parcel No..: 2101-072-06-000 Issued...: 03/07/2000
ProjecE No.: PRiIOO-0024 Ercpires..: 09/03/2000
co
co
Description:
AsbesEos AbaE.ement,,/Demo only
Occupancy: R1
Tf4)e Constsruction: II FR
Type Occupancy:
' ValuaLion:
FircpLac6 Informatsion: R€Etsrictad:
Multi-Family
Type II Fire Resistsive
tt****.*'ttr,tt.t FEB glruMARY tt*****ta**rr**
Building-----> 2O.OO Ragtuaranb Plan Revicr.--> .oO Totsal Calculatad Feea---> s6-oo
Flan Check---> 13.00 DRB E6c--------
InvcsLigation> .oo Rrcroation FGc---_-_-__-> .Oo TotrL Pefioit F.c-_------> 55'00
will call----> 3.Oo Clcan-Up Depooit--------> .0o Pa!tacnts----------------> 56'00
TOTAI, FBBS-.- -.
rtlrtttttirtrlir',it',t*rttttt*t ti ttttt"tttr**
500
#of caB Appliincca:
Add Sq Ft:
*Of ga. 11096:*of wood/PallcL I
Division:
Diwision:
Diw.ision:
IECM: O51OO BUIIJDING DEPART!,IENT DCPT: BUII,DING DiViSiON:
02/21/2000 KATITT Action: APPR Approved per-Kw
iEem;'.05460-Fmr'nqrNoDEFARil,titNT-' -.:-- --'Dept: Pr,AliINrNG Division:ITem: O54OO PIJANNING DEPARTI{ENT _DEPT: PITAI.INING L,AV]-S]-ON:
O2/2I/2OOO KATIIY ACEiON: APPR N,/AIEbm'' o5e6o-ernu DBpi\RmIENi Dept: FrRE Division:
O2/2L/20O0 KATI{Y Action: APPR Notified by Kl{
02./22./2OOO KATTIY ACI.iON: EANC APPR PRE}IATTJREI.Y
02./22./2OOO KATIIY ACEiON: NOTE PRO,J PI,AN TO MCGEEo3/0372oo0 xaTlrv AcEion: No{fE add'I proi desiqn t,o MM
03/06'/2000 MfKE M Action: APPR aDpvd - -
rtbm:'05500 PItBErc woRKs Dept: PttB woRK02/2L/2O00 KATIIY AcEion: APPR N/AIEbM:.O57OO ENVIRONMENTAI HEALTII DEPE: HEAI-,TII
O2/2L/2OOO KATIIY AcLion: APPR N/AITbM:-O59OO LIOUOR DEPE: CLBRKO2/2L/2000 KATf;Y Action: APPR N/A
tt, r *"r rrtrrtt*ri*rr | *'ri.rrrri.rtttiattt*tat | **ir
See Page 2 of this DocumenE, for any conditions that may apply to this permit.
DECLATG-TIONS
r hcrcby Bcknorledge tsha! I hav. rard thia application, fltl.d ou! in full uhg infoluation rcqulred, coltpleted an accuratc plot
plan, and atatse tshaB all th6 infomabion provided as requircd is corrscts. I agree !o coEPly tith Lhc infornaEion and plot Pl.n,
Lo colrlply uith all Torn ordinanccg rnd .tate la*e, and to build this .tructure according to th. Tovn'a zoning and Bubdivision
Mar-07-Oo
PetElE Tfpe: D!!lO. OP PIEIII.I. BIDG.Alrtucant: A.B- 13cE sEvrCES, Me.
303-289-2000
13=-15r_-3.-!|-,-..r'__ssr\,.i-cc.s P -OZ
coabr. arigr ndrr *frOrrC. tlBtta r :d!3 O!& -a.rc-r.|lLu oC tL eltrtat.
rHDSF sgl ur.|ErrllB r-t! ra a lEl-re ura u Silll at llrE {rt-2lta c rf ofi ot?llc &l ltlo u til --*t
rra Cfa-rD rrqr.ai! Tlt' tl t 41 3.ttt.+a
ttrta+*+*f****i*at*ttittttttttt trrrl.atial*a|'tttttal lrittttfair tttt*a*aa tti ittlittr
CqTDTEIOGPemlr l: D0o-0002 as oI O3|O7|OO status: IssIrED
*t'* t* ft t or. tet tli tt * i* ** * * at ** a,t*+ * r+t*. r* * a a* *ta *a a a a a a a i t a a l ti at*|t**ta**** at.r
'.I
lur {DLcrblc
ilcltr iA*lre6s:
llocaEidr: 5EO Ltorl"8head Pl , rtrers r|odg€
Parcel No: 2101-072-06-000
Dercriptio:lsbegtoo abaterErE/Dm ody
Codlci@s:1. lBrS PEr!{rr rs God) FoR .lls8gTos aBllUEtT Orr.Y. llr
ASSSI|C(| AErrn'E|T Cl8|rtrrcf,ll SE r!ilt 1E entsl FRB FRCU
ASEBstos rs RlQorn8o Pnron ro arv nE'llBn lpnf, occuBlrrc 6
EEI8 SX[E. rt Flmtltn AttBSStdg l3IS8, SNIA'CT t!8 nmrr
rtna DEPIEDTIITT aT .79-2250.2. IINS DEPATNITI APPIIOVAL [S NEOUINS EEFME AI{Y TNRtr CrT DE
STAXXID IF TIENE ITE FIPA AIA8' ON SPTTXXT,ER SISlgSi EXTST-rtG d IE AllA oF colFfaffild. Ers rJI& PnBv|rrfr FArrsE
ArAIilS-3. PIEIiD InSPlcrrors.enB BEQUI8@ TO qEG FOn @DE StiPIrIArCS'
Iggllcd' ozf2Lfzoio
Issued: O3lo?l2OOO
To 8rq)ire: o9/o7/7os0
RBeUBgTg FoR Il|spEerloNs SHALL BE I{ADB Tt{BNTr-FooR HoURs IN -aDVANCA BY TELEPHoNB AT 479-2139 oR AT oUR oFtIcE FRoM s:oo atil s:oo PM
s6nd cl.an-up Depo6it to: AR T6ch gcrviceE SIOIIATT'RE OF OW!{ER OR CONTRACTOR POR HIMSELF
********************************************************************************
Permit, #: D00-0002 Statsus: ISSUED
********************************************************************************
codca, de€ign rrvi.rr rlrprovcd, u"rr"t ?**ng cod. and othcr ordinance6 of thc ,o*r,Qnti."ot. thercto.
COI{DITIONS
as of o3/o7/00
PermiE T!pe: DEMO. OF PART/AIL BUDG.
ApplicanE,: A.R. TECH SERVICES, INC.
303 -289 -2000
ilob Address:
Location: 580 LionEhead PI , ALIers Lodge
Parcel No: 2101-072-06-000
Description:
Asbesuos AbaLement/Demo only
Conditsions:
1. THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN
ASBESTOS ABATEMEI{T CERTIFICATE SHOWING TIIE AREA FRBE FROM
ASBESTOS IS REQUIRED PRIOR TO A}TY FI'RTIIER WORK OCCI'RING ON
THIS STTE. IF FT]RTHER QI'ESTIONS ARISE, CODITACT THE VAIL
FIRE DEPARII4EIiIT AT 479-2250.
FTRE DEPARII,IBNT APPROVAL IS REQUIRED BEFORS AIiIY WORK CAIiI BE
STARTED IF THERE ARE FIRE AIJARM OR SPRINKLER SYSTEMS EXIST-
ING IN THB AREA OF CONSTRUCTION. THIS WIIJL, PREVEtitT FAI,SE
AI,ARMS.
FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAITCE.
Applied: 02/2L/2000Issued: 03/07/2ooo
To Erq)ire: O9/03/2OOO
2.
Ppr:S* ' Pe+S;- ooedF€b-09-oO ozl: 3eP o- Rf=O_ Ee-rylsF.s 0---
TOuil oF vA,L coltlStRUCnON PERilIT APPLICATION FORil
NForuATro{unsTlp cou?t prl orfEp AIILIGATIOI{ -Wtr,L f,f nElDcrED
M*t ilD Eqb C4ray Asses3ol dtu A 07Oe:W tu fttpi aP'qr# 2!Q! - O-12- bG -@_O
Dda Fcbr. 10th, 2000 Itrdt ooo2-
Wdqs l,lc!' ( )AnErim( )
NrdcrdTrrt|lilg thits- - --
BUII,DINC:
Pl.ITT|lNG t.
(IIIEnL: s
rutAl- t
gplTR ctorilroilAng.q
ASBESTSS GONTRAGTOR:C.!ra CGrctq!:A.B- TECH SERvrcEsdrslc. 85Oq Ro"j.sjr .st. conmerce. ci ty co. 80022
rornorvrrrcdnaio,-, "// a-S hc*
*our#sjii:0#izr:I3"6Egq3G
Trn of vril f,qiclirn lvo.-......_
Er[Es-fedrlcror
TomdV:irtr.irrrinNo.
llcl|ricJ€ofror:
Iou of,Vril Regisulio No-
Addrss:
fu.{
AEes,
Phrct
AdaLr$s:
Flnoc#
FOR OFFICE I'gE
ZOillNs:
- Uin "t HeracsP - 30]' n G3^-q63 q
3O3--1(e5-qbtb*\Wcs", efir$aPers6
+pD -fb peernl Jf e.sn'tr&Dte- tea
,6bN16cELK loolt AT AttTqRs Ar vA4
hitdil8( )PtElinE( ) Elwtbt( )Modtrdrrl ( )qlcrl(4 ASBIISTOS ABATEHENT
L,b1ddr.,s: q8q $r"t Lionthuad Pt o
tqrlftss|do!- Ld- Btock- Fi|i4--- Stalltvisod
6roo" trI-a' An c lcrs At Va I I Ad&rrr 680 l{et t Lionshead Place PtFfr 97O-476-247 |
er6i:s-^Addrr*
OT BASE}fENT ROO}I_ ELR ROOilD.*rd-dr"b. AsBj;tS;L FRoM TIgllT '!trT rED cl-rl:lnli
lidadAcm@tllltUdB--
Nrdadl!?eofFiaqrlrc: €$ fu Garlott
YSJ[n9!E
EECIRICAL: t
WoodlFclh--
IGHANICELS.
lddiriml( )8flrr( )CIDlrf5 ASBEsros REMoVAL
FEB 1 1 2000
5oz.qrz-SaE.3-c-
F c b - og' - o o o 1_: 19 P_
_ A_-- f._-_n _s_e_r\, "i-c€ s P. 05FA$€ :,rtl
T(}i
FROM:
DA1E
RE:
illMonAl{Duri
ALL CUtIfRTC'IOns
TowNsv^IlPlEicrmxs
IANIJ^NY T.I'09
U,rnil A ?t BLrC WAYDEIIIIT: ISRFQIJnEI)
.nBIiIAME: ASBE$TOS N"EMOVAI TRO4 CEII,INC OT.NASEMENT I,EVEL ELK NOOK A1 ANTLERS
AT VAII.D^"rE _ 2ltQlzio| ..
PI"EASE
^r.IswER
rHE FU.r,owING auEgnq{NrnE REGARDDG TllE I{EED F& A
'"tEllcwAYtEl!|l[r:
t. Bticrlnnik? fES NOx
2* B.htiti6$nt ldagl6ea thnsirtt t !c dfufiild-Wry, rlr'riFrtr' d'
FltbcFre.cr? YEs- r€i
3- b*yrriliytuta*ta? YES-
+ I.rDcrtivrrrybriryrE3r/Ed?YES- Noa.
5. tr e rtltEa arrss.'"e-t o thc rirc e thi tbc txigi€ &futrev? YES- NO-I--
6. Il-vdqinrlodlldlgdcfrtrftcarbr{fdtrlry, mcgnct,cFblicffitts4
lTs_..__._ No__L_
7- Isr?:rndclUgtsd-WryFgrilr4drtd? YES-l,lo
t- A. Isrtni:bd-Wrv,reotr&tbF!0.ltvbbcutdtustq!,l-ti|, crlbdEil
YES_ rto ? Ite plan to park our truck in thc- plrking lot ouned by Antlcrs
8- E-No lo r+ F;Adq& -tEFg c trcn6 prn rqun"d tv Ouuni ncscloiin:'tpYrS_ !S_I_
tf yo mrrtd IES o oy drb quodG, r?6lis wry Prruif ro*beohinct
frric wryM 4licrirry bc oulbGdifu roIic Wod! dc. a $rk'-rrrtty
D6'Ghs* tfym harc ly WcrrlrcC.{* cdt LoDrrd Sulry:rl froPlblawo.ts.ttlT$219t.
T SAVE READ A}TD ANSWERED ALL IHE ABOVE QUESIIONS.
A.R. TECH SERVICES, TNC.
CryyNoc
D|Fi 2lLOl2000
Fe9=9s_-_o9_o-!:-3_oP.-4-.UeS.t'_=e':ytSFs
mPrl0rwn
Dtpotwt of CowunitY DarcIoPt*tll
75 fu$h Ftonrye Rooll
tbl Cotdo 81657
97047!t-213E
FNt 97A1rr2152
DUN.DII{G FDT$|TT ESUAITCE flITIE TIRAIIE
IftL !.rloil lequinr r Town ofVril Firc ncpartrnt Approvrl, Eqgiloa's (h$lic Wo*s)
rwiEw nd ryprornl anroing Degtrcd lct'ic? oflcdt! Dcplretd r6'ic*" od a rwic+'
ty $e hildilg Dcprtrncrq rba artirulcrl tinc fd. I ttial rwicw rny nlc a.r lcg u rbree (3)
uroak.
AIt cmrssial (hge a srsll) ad aII nnhi4rdly 9.rui6 qtill b5/e to frllow tie $o!/c
nccri<ned run<imn t?Fi(sFadt. Rcsidtilial .d sutl Pfoioss $arlrf oke r lcsgrr ruun of
rine. However. if rceidrcid r snztlct ptciocs irnpert 6c vrriars $oYc Elltd@ed
dgtnecl witl r6rrdro neclre4' rwicn', rtcscpmire rney alsoelcdcthtr (3) wEGL
p.iiod
Evcq. mp.rrll bc rnrdc by rhis dqerucc ro ogodio die panir as sm rs Fo{tsr:blc
r, 6o nndasigne4 rodrrgd 6c Plu CUcck proccdurc nd rirnc frame- I dSO rndcr:End ttg if
6c pcruit is los pi*cd up \ rbc cryiraim drrc, d.'t I Dlsr 5till P.)' tre Plen Gcc.h Foa !trd
tbrr if I fril to do so ir nry afec future pennb tlrt I apptf' for'
, TNC-
Atrlod to bI,:
John alonbo- Vice Pre s idenf,
REUOVAT. OE CEILING $I'MYPll*a ASBESTOS TEXTURE FRO}T ANTI.ERS AT VAIL-ELK R00l{
Drrs , .. 2 /lO / rOOO ,-
Wod< Sloaus toatilo rb CmiV DcvCanDdDcDt-
P- tt
i$"-raarrr-
Frqn: L.P. (l-errie) lk'Ion (3CB) 763 0686 To: l(a0uf l/ltaren
v/*-/ \-3\
l4UW1i1 H ERRON. **,,.. usA hc.
Tme:1:Si:42I Pagp 'l ot 2
Phonc (303) ilS 9830
F.r (3OiD rug e0a0
E{.il LPHattonesl.co.tr
P.O. Eor 6il06ga, Ln|.ton, Cobr..lo tOlOa{6O4
7261 W. }l|mpdcn Ayc.. LlG$ood, CoWfi nlEn
To: Karhy Wrren
Company: TownofVail
Fax Number: l-97M79 2452
Date:31291O0
From :L.P. fl,ennie) Henon Fax Number : (303) 763 !bE6
Company : HERRONEntorprirer USd lnc.Pages ftrctuding cwer prye:Z
Subject : 11169988, An{oc at Vai[ Dernolitiut Notifcatiott, 03i(D/00
Mr, Bob loharmos,
Per our for notification of March (D, 20fi), the attached is the endorred demolition permit application for the exbting Parking
Garagg Convcntioq ta,ndry, Baserncnt Rostrooms, Corridors, and Sauna Areas, l,obby, and OfEco Areas at thc afororncntioncd
project.
AR Tech Inc. completcd thc abalErnent on Tuesdry, N{arch 2S, 2000, with a passing fnal visual contafuuncnt inspection and ftral
cloarance air monitoring.
As this notification was originally made to CDPI-IE on March @, 20{J{J., the Owner would appreciate thie notification ar starting the
l0 day demolition waitirU pcrio4 and allow thc dcrnolition to proccod as soon as the Demolitiolr Contacl,or prcsonts thc ciginal
certificats.
Thar*s in adranoe.
L.P. (Lennie) Herroq Industial Hygi€nist
CEO/Directo
oc: Town of VaiUMs. Kalhy Warron
cc: Anflerg at VaiVMr. Rob kVhe
cc: Casson Buildirg Corp./lvlr. Dan Casson
cc: Alpine Deinolitior/lvlr. Iim Gochis
Aab€br'Lt.d B.!rd Pslnt'tlaaruoua lt ELl.
Enclronm.nt l Sctvicc.'lndu3uhl Hyelcnld.
Date: 3r2gr00
Date Received
tlAR 2 y) 2000
FrSn: L.P. (teilie) Henon (3{x}) 783 9880 To: Kathywaron Date:3,2900 Tmel:53:'12 PM PaEe2 atz
-f
t ppJoo. c,zq
DO h-obrr"-vo).g"-
DEMoIfiroN FEnMrr ArprrcarroN FonM *-firut'/S/SA$'5FEEMIr$TACCOMP NyTHISFORM, ..s.p.rer.
rNooMpt-ETEAtpucATrorr[r wnTEBRDTURNBD. trj5
(Fgnnl ritl bc ritcd r drnllrloo corrcrmnts$ q.dfi.d "ri.-k l *lA$tf--Drcnr oDeuormoxcorralcroR: DEMourroNsrrE:{AcrrAl-f}.,l.tv.tiJ
Dlsposrr$rt:BI,I|.DINo OwNeR on DBvEI,PER:
Receive
| ',, 2000
ffi.U].S4it"t\E -Sf= 6
Ot t* TrW
(3b3' q?.\ 3=.o-
Lf.'fr5.x C>c,cla'.s
UPr\8r
clo
Irr
L)s.r Q.c-,
IE
CNIIFED ASBESTOS IhTSPECTON:AsBnsros neuovlr.:
LP. (Ianle) Hcrrur, HERION Doterprleco USA,Inc.
lbtrl|-Fr. X* liocr 4rnllled&&r1
P,O. Bor 611069,1, Lltthton, OD fl1162{L94
lSdlSct3zeostr
Q4drafrl-d hrrodcqcr
l !1.Tcc[^f,,"c.lbllHoarrr€eA136rA
. I ca6[ l{.lFgr crrld AdEA rd -r dffirb sdfE& || |rlffh ldld!3 h+lcl.. I rbcar|trt tII hre
bt ildi.Hl&lobrtdc{, IlUbt DdbtSb trblrbva. rdd dl r.".c rlur (h edre ritb
!5 dl qLr rrdtrca ff b Fo.cc ol ltff bt r NI$T s$dfal I&3|gr, rd hrw &robd h (r
ffilrttor.ddab blrbll:
r^Cl!{grry r! h|bbIht LaGelEltl!+ced.Er|'t.
X 6r odt AOa m b li. hlilrl bd dlt VAI rdro. lrrb0.tFsod Fd!|flr
d ACll lti r hd b lr oql*lt r-rd too ttb hld{, F Dt vhrd
bf.C!o!
l ecrt0 ar ||| dttltfilc rl ql||B Ol.frh3oiscr
SlIlre:
flh&!r:
DOrtsrbvcb.aFlFtt rsY3{ lesr,ll AQAC
(For ooGCqrfr||.|r r'4{'!-tln.t Drrr
Dat
I|o. u
r*Reficr to llERllON ProJoct No.
lc\tLaaa oafrt t t\ - . . \ l.ns\lleC Lo.l t -all\OalIttItao
fitorn: L.P. (L€rrie) Henm (3(B) 763 9686 To: Kdht \ttaren
ffib H ERRo,l?,"**".- usA,nc
S# A$..b.'L€sd E.t d Pradtlaz..ttou. itrLl.\-'l Envlrcntmnl,.lscwioea'ltrdusthtfirgbn|3ta
Thanks in adwnoe.
L.P. fl.ennie) Horron, Industsial Hygienist
CEO/Director
cc: Town of VaiUMs. Kalhy Warren
cc: Antlors at VailAdr. Rob l,eVhc
co: Casson Building Corp./lrdr. Dan Casson
cc: Alpine Demolitionftlr. Jim Gochig
Date: 3rg/(X, Tme: 10:4rl:2,+ A[l Pagc I ofz
Phonr (axD rut 96g9
Fu (309) 7G$ e0to
E{.il |-PHcf|dtasa.car
P.O. Bor 6ia60+ Llttlclon' Colorr.lo tOlOl'oCOa
7261 W, li|mgd.n AvG- l.l.!sood, @,$fi UAn
To: Kalhy Warren FaxNumber: l-n&4792452
Company : Town of Vail DilE'.3l9lm
From : LP. (Lennie) Herron Fax Number : (303) 763 9686
Company : IIERRON Enterprisas USd Inc.Pages including cover page: 2
Subject : lll699tB, Antlec at Vail, Ilernolition Notificatiotq O3lWl0{J
Mr. Bob Joharmos,
The attached is the denrolifion permit applicalirm for lhe exiSing Pa*ing Garagg Conventio4 kundry, Basanenl Restroons'
Corddorq and Sarma Arcasr Irbby, and Office Arcas at thc af,or€montioned projoct.
A.R. Tecb Inc. is schedule to perform abatement benreen Saturday, March lE, 20(D and Friday, [darch 24, 2m0 after q,hich we
intond to cndorse this application.
The Owner would appreciate this notification as starting the 10 day dernolition waiting pedo4 and allow the denrottlm to proce€d as
soom as the Demolition Contactor pres€ntc the original certificate.
Date Received
NAR 13 2000
Ffm: L.P. (Lenria) Fbrlo.r (3{}3) 783 9686 To: l(dhy Waneno oale: 3rer00 Ttne: 10:44:24I P.gE 2 d2
DEMOLIIION PERMIT APPIJCATION TONM
A S5' FEE MU$T ACCOMPANY THIS FORM,
I}ICC}MPI.EIE APrucATtoIt{I WI|.LBE nETRNED. Eic+.,
Ocrnl sitl be mitcd b &nlldoo comrclor unl*r +oci6rd ctsdrc) g-:?
_6 D3 trr
DquqrrnowCoNrnrqon: DEMoUTTONSTTE: {Arz.,
BT'II.DINO OWXSR OR, DBVELOTBR:
CBIFED AsBEITlos INsPEcTor:ASBESToS neMovAL:
,ld*
Dr.spostSnt:
ElErfltcsfrot:.9;W+.r S+c.. 6
Cfr t!! q Anf
,3o3 qz!.3LL
-T.|qarSrh Gro&.s
UPr\Ocr 8r
cb
Nr\.p> ro
OdrlE
L.P. (I.rn|e) Ifcrmo, I|ERLON Eofcrpr&cs USA, Inc.
P.O. Bor6206t4, Ualho& CO t0ldl.llJlf
t ce0rt nfl. I FEr o[ra AllElA rd |o| o(ffi qdffi .. |tr A& illllhl trf.cl.. I rb crs{t tbt t brcbryal t Uet o br ddcd. rr lH h tlr Ddlor Sb bbolrbyc. rq|.n il nrpa rrLL (b eds rit!r r|lqb||IrttcoE b Fcrc of *b by| tflST @ hluqy. td brdaid h' (r
lmirbDoaddabllrhllr
r fCU.drrryrL.!brbUllE Af5 bllfLthTrcdFrj..
x bdtACx l.A b 6r Ldtalrt b id|tur YATdro..r&b?nt!ra ]!Chl
rur
d ACL |trI lbd ErbruDL., rurd finod|bhldb3. gcq vl||.lbTdb.
l ccrdt bdl d|l!lr6fi'.! &.dlllad.r O Erlt&3 O*rr or
stdur:
Pdq llgr:
D&*mrbw bra grfrtr rsrug h da rit AQCC
(fot oo cFc rq&|l|.rr ('/|('r.tln.,Da.t
tlo.l5
trRGf€r t0 lIEnnON ProJcct No.
llvL..at Oal ,,13 r\... \!!rri\r4t..11.It$0lIlttlrDo
Feb-IO-OO l1:O8A A-Urch serv ic.es P.OEI
STATE OF.COLORADO
::,-oIi25-7-SW, C.R.S. and Air
8, Part B, and is hereby
'activifies.in the state of
Ie$red:
Beoord Nrurbcr; 202
A.R. TECH :are Received
rrs2l Zo0o
The Asbestos Abatptrent hoftssionals
FAX COVER SHEET
FBBR. 1suh,2000
TO: MR. LENNIE HERRON, HERRON EIIIERPRISES USA, INC.
FA)C NO: 303-753-9585
NO OF PAGES: 10 (INCLIIDING THIS COVER SHEET.)
FAXED BY: .JOEL TEDERMANg A. R. TECH SERVICES, INC.
RE: TOITIN OF VAIL, FIRE DEPT REQUIREMENTS FOR ASBESTOS
ABATEMENT WTTHIN THE TOWN OF VAIL( ANTLERS AT VAITJ)
1. A.R. TECH HAS COMPLETED TI{E APPLICATION FOR THE TOWN OFVAIL PERMIT. PAPERS WERE FN(ED TO KATHY WARREN WHO IS
REVIEWING THE PAPERS PRIOR TO INFORMING US OF FEES DUE
WHICH VTE PI.,AN TO HAND DELIVER !{IIEN WE ARE NOTIFIED.
2. A FA)CED COPY OF OUR GENERAL ABATEMENT CERIIFICATE IS BEING
SEIIT WITH THIS FAXED NOTE. THIS CERTIFICATE IS OI'R STATE
OF COLOR.,ADO CERTIFICATTON FOR OUR FIRIT{ TO PERFORM ASBESTOS
REMOVAIJ WORK. NOTB COPIES OF OUR WORKER STATE CERTS AS
WEIL SENT WITH THIS FAX. ( HERRON 9III,I, SEND A COPY OF
TIIEIR STATE OF COLORADO PRO.TECIT DESIGN CERTIFICATION AS
WELI-,) (WORKER PHOTOS DONT COME OUT CLEARLY BUT THEIR CERT
CARDS WILL BE AT THE SITE.
3. OI'R FIRMS ON SITE PRO.'ECT MANAGER WIIJL BE MR. JOSE PORRAS
OR MR. RAII{ON CEIJEDON. BOllI SHAtt OVBRSEE THIS JOB AI{D ONE
OF THE TWO OF TIIEM SHAtt BE ON SITB AT AIJI TIMES WORK ]S
BEING PERFORMED. BOTH ARE FULLY CERTIFIED AS STATE OF
COITOR.,ADO ASBESTOS SUPERVISORS AIID WILL HAVE TIIEIR
CREDEN:TIALS ON THE WAIJI NEXT TO THE SHOWER AT THE JOBsrTE. THErR OFFICE PHONE IS 303-289-2OOO, ,JOSE'S CELr., NOIS 303-591-8614 Ar{D HrS PAGER NO rS 303-687-2424.
RJA.II4ON'S CELI NO. TS.72O-2L8-3487 AND HIS PAGER NO IS 303-613-4339 OUR FIRMS SR. PRO.'ECT MGR IN OT'R OFFTCE IS JOEL
TJEDERMAN- 303-289-2000 0R cEr,L 303-59L-992L
4. OUR FIRM PIJANS TO START SETUP FOR THIS .]OB BY INSTALLING
SHOI{BR EQUIPMEM , HANGING pOL,y AI,ID INSTALL,ING NEGATMAIR EQUIPMEIIIf ON MARCII 18TII, 2OOO AT APPROXIMATELy 9:00AII{. WE PIJATV TO I.,OAD THB TRUCK AIID DRIVE TO VAIIJ FROM
DEI{ITER TITAT MORNTNG. SET UP WILL CONTINUE SATT]RDAY AIID
SUIIDAY (n TIIJ COMPLBTED. ABATEMENT WORK WII,L START ONMOIIDAY AT 7:30 AIt! ASSIJMING SET Up MEETS TrIE PROJECT
DESIGNERS SATISFACTION AI\ID WIIJIJ COMIINUE TIIJL 4:30 EACHDAY I{ITH iTOB COMPI-,ETION ABOTIr FRIDAY MARCH 24TH IF NOT
COMPIJETED AllD FII\IAT. Cr.EARErr sooIgEP
E5m Rocanary Strect - Commcrce City, CO E0022 - (t03) 2E9-2000 FAX 2t9-7E12
5. wE UDIDERSTAIID HERRON ENTERPRTSES UsA !{rrJL ADDRBSS THE srTBPIJAIT lcrrH TttErR PRoirEer DEsrcN As WELL As ARRiAItcEME![rsWIllI TI{E BUII,DING OWNERS TO DISABLE AIR IIAIIDING,
SPRIITIKLERS??? AI{D ALARM SYSTEMS
\h
tZA
NP
1t
ryLj
ial t1
*7we
o00Le tYrT
($rqsG
($
'x
TJPtF\
J,l{'
f \ r
s$ x
$$!
s$s
9fre7otJ:*xpesll otrcAelz n^t, "J fi t ) * l)", ?a\ledg tz(.-?rnT o,! lQ ^ rnr:vl @r1Q<(/ c / c') i'e /t( ) v- -lulc
(a\JF
44gr'6^9-7)u,, fR,i't a*rrreA 4/a7 co.v{,}t a\nl sfea.
x gt*r/yt6t .+
* 1-2 tr- ) B-0 , t/A'L
eail -
a-rtZzcaS
t/4'L-
I
I
l.
q
L
\!
b
)r,tr14
,q
F?-
-$\,\
tr
q
\0.
s-r
b
s
ll
s-&X\s
<\
K{
c(
$
$r
li
Tk
q(lr'
Rl
4
flr
\:
N
r rll
-r - i--1--
2
\-.
\s
1...\I
f\A
I
I
'l
I
II
I
II
I..1
fvtNrLL
"ffi
-t- t, "f
t-ril
"'Hr
lE'
ftgl
i.n:' ;.
r' orI .tr
ltl-
:r:
|rJ)5
:
|rJ9,l(J r
Oo
r t\lm8
lil(Il(n Eo
tfr/,(f z-ooArL >y*r tilq,; oFe
6 -xcrfq i,g'' fi
()d
g=Z'
ts9
H5xlt
Etr='aZ
HHa-
X
= iii
ASBESTE CEHIIFG/$II
IENTIFEATIOi{ CAF
AlrfIOt{lO rcRfl.Egrlll
o&! E rzflr n10OEttftEF -CCISrql. :-.r
|l ar*rrr,rr*r I
l*"r.<o.rFr I
rarrr I rrtrot
9mqrrr Fbrr
r try rF l.f(rl: ft ul tftt
a
ASBES-OS CEC: E CA-'O\
'E\- = CA* C\ 'A=]lARlc EAS=A-AS
\AI,E
598r ASr S- Ar .
OOMMEaCE Cv CC'5C32?.ra]trE Ss
tI tpto Aa .tJp <
-'lJJ\J-A I E\G:
D \UUBEF
lil 5:5 ?aa
! E) r..-
ffi*![[:+r e'r[
Erp sEs
Gl|loEfztt
ff r'
u
(
| 'll
I
tl
t'
I- '!l.. tl
Y,r
'dI
$,r{
$s
$'()(]rffi
,T.o5()
f^,
lTr rt,6tr
rrrllll,
1;g#
lii'i'ii
r,:
',, :
j!
(t)()
(J rr
Elj
o,,,
ll.' fl
ASBEETOE CEHTIFICATION
IOENT]FICATION CARD
rcOOLFO GARCIA
NAIII
1348JOL|SI STAUROFA CO 8M1OADorltt
il tm,' 1{o BLK BLK riElEtfflif
tlx r{? fv? r{ati llllt fillltl
, I B.,ra,rre tn.o...to, I **rr I s,e.t,,t-
I P-pa o..,or'- ! urrrgrrnra er:nrrr
6dtr?tt$saifrr
3I
5-o
H-;
H*" iO. is$ul'
H*iEx1(!:gE ; F
rr, i.tt i,,io.. l l1trli I :i
xr,:ti
=fr',.
(\l(\loodt
-)()
ari
!FH* ui>g
= =eEH
z
Qo
E3l,l 7
E9lrE:axlL1r-
hEut-
t o
ASBESTOS ABATEMdM NOTIFICAIION UTd PERMIT APPLICATION FORM
FEE MUST ACCOMPANY.THIs FoRM. TNcoMPLETE APPUCATIoNs wILL BE RETURNED.
(Portria txiu.bc oeitcd !o rbetcocot cootnctor ualgss spccifiod otbcrwisc)
Plcrss isdicrlo orylciog (Z) 6o bor. bclow.
Drsposel Sre:BUILDINc
co.
r|t.
ANTLERS AT VAII
E|lildiaS N.tn. Gf rpplic$l€)
Ceillng of Basenent LeveL Elk Roon
680 WEST LIONSHEAD PLACE
EACLE 81657
"nI co.rr t zip GiG
r '970 t 476 247L Mr. Rob Le Vine
DBNVER ARAPAHOE DISPOSAL SITE
35OO SOUTH GI'N CLI'B ROAD
ANTLERS AT VAIL
6modrNrrr
680 WEST LIONSHEAD PLACE
S.d.vArL '. coLoMDo 81657
970 - 476 247L
ftcu &crbc bclov tho vort poc-ticcr lrd procolurerro tc roiigycd b coodrcrigfu rblca of .$s.or. tl ro<c$3. Indtoto l)?€(.) of ACSM ro bc rbrtcrt
o" ,ili,'lJ'Llfif;'?,liTt"H.H#;[ir;i"#{;*i'z$glge"fi,"?f ff;i}tts,"B5rr"'eJ4tu5r;"it}
Reg. 8. .Decon, WaEer filEratlon, neg ai.r and mamometer seE up per reg I Project Desltn ae weLl.
llorkers will keep material wetted and hand .scrape fron celling concrete Er.tin tees. A11 nraterlals
will be doublebagged ln six mll poLy labeled bage for proper disposal. Workers will wear
proper euite and respiratora
Fnom: L.P. (tdric) Hsrul gB)7e30680 try*^"Tl||!: 1O:,lO:28o Prgo 1 ol rt
Phon (30t)rue$0
Frx (30it' 7!3 80t0
Filril |.Pttlno||otol'coflr
P,O. Aor 6!0GOa, !lt0fbn' colotrdo 'olo Gol
?1231 W. }lrmpdrn AY.', L.Lluood' Cowzg- nlm
From : L.P. (Lannie) Herron Fax Numbet: (303) ?63 9686
Coneany : TIERRON Enterprira USd ttc.Pagee irrclnding cover Page: 4
Mr. Kdhy Wamen,
Pef our r€€s cornipfsationq you rtrould harue rcceirred tlre Project Dedgn for rtir projccq whbh should harie addregeod a[ ofthe
r€quir€Nnaf of Vail pcrmitting.
Attached is a charge in the locatidn of t16 Decontarnigtion Unit, wtich will beter genrc the use of the HaIcEyq as well .8 the
dvioe from lhc Ovmcrconcernirttlrc IIVAC and rprinklcropcrations.
Pleaee fecl fiee io contact me rhoirld you have any fndrcr requircnrenb' or quertionr.
!
Thankr in advanco.
FEB 2 2 20011
t)d.eizliE/c)
HERRON' un*t,o.usA,nc.
Arbaabr'Lr- 8tt!d Plnt'tl|rardoua Urttld.
Envlm r.nt l San loralfilufilrl Hyuanl$3
Date Received
L.P. flrnnie) Hermn, IdulEial S56ienistCEO/DirEctor
I
co: Antlere at Vail/Mr. Rob LeVine
cc: A.R. TeclU Inc.fvtr. Joel Lrdennan
Fax Numbcr: l-91 0479 2452
Compary : Toqm of Vail
Subject : 1116998, Antleds at {atl, Pmject Derigl Addendum #l,mlL2lW
Frmf: L.P. (Lctrie) H€f|q| (iXB) 763 9OSO To: t(drt l\renqr W: 2ti'tffi litp: 1O:'lO:28 Al, P'{F 2 d I
C"muerctd Proper{V, Antt"r. il Viit, Bagetrcnt e fCO Wcrst Liomhead Plece Vdl' CO 81657
^[rbarlrx Abatement of Acllon
PROTECT DESIGI{ (pLAN OF ACTlOill, ASBESTOS ABATEMEITIT -ADDEI|DUM #l
PART 1-GENERAL
1.I RELATMDOCIJMENTS
A Drawings and general provisions of Contrac! including Asb€stos Abat€ment Sumnrary of Wod< Sectiolrs apply to
*ort of this Section
B. In the went that additions, ctarificatioru, and/c ohanger omur, section idantified as ADDENDUM will b€ used.
C. Arsas wtrioh havc bccn addre{se4 and clarificationdrcquirernents arc as follorw:
l. The Contractor hac r€loc3ted th€ DecontamfuBtior Unit pcr the attached Floor Plan, which will limit Contrrctor
activities in all of the Connnon llallways.
The aforcmcntioncd additiom, clarification& and/or changco do not warrant a change ordcr and ara efreotirrcly part ofthcee
spec.ifications, and therefole, witl b€ used as indicated. It ir ageed that facsimile lrNffilnissions of any end all Addenda will
* Ui"Ci"g on all partics. The Cqrtracton is required to acknowledgp rcc€ipt of ftiE Addernduq prio to Bid SubmiUals, as
well as furthe gid Subminals, by r€turn facsimile tran$nis$ion (Cwer Letter ir adeqrutc confirming Addenda and number
of pag€s rcceived) to the De*igrcr at (303) 763 9686.
PART 2 -PRODUCTS (NOT APPLICABLE)
PART3 - DGCUTION(NOT APPLICABLD
END OF SECTION - A.DDENDTJM
Fcbflry 22, amnrnnoNo Projcc No. I t toggS Pagr No. I
From: L.P. (LGw{O) Hoflur (3{B) 7dt 908S To. fdry W.rI€n DE'IS: ?Ellgv Ttune: 10:40:28 Alt Pa0c 3 ota
Commercial Property, Antlen rt Vail, Baromemt Lcvel, Etk Room, 6E0 Weet Lionshcad Plece, Vdl' CO t1657
Asbestoc Abalement
J nriable ACM White Spray Applied Acousjical Ceiling on Dryrvall Dock and Concrete Twin T's in Bas€m€nt
Lwel ElkRoom
f L*uti*ofDscontaminationUnit
Location ofload Out
Location of Fire Extinguishers
Note : Plan not to scalc.
r|EFaoXo nrolcc xo. t t toret PrBp No. 2 Febmery 2t 20{10
.Frfir: L.P. (Ldrl.) ll€nqr (aB) 703 9680 To: t(dur tthnar
'Jd.e:UA2m
Ttn.: 10:/028 Alo W.1d1
dNTL€RS AT \NL
www.antlersvail.com
Febrrrary 17,2000
Mr. Lentd,a Henpn
Ilenon Enterpriees
P.O. Box 620694
Littleton C,O 80227
Lcnnie:
ln reference to the abatement pmject scheduled for March 18tt - 28tb, 2(X)0,
the I{VAC system serving the Elh Room will be ehut down and locted out for
the duration of the project. The eprinkler ayetem ehut offvalve ie locatcd in
the laundry room on the main Fire Protection water line. The Fire Pmtection
water line valve will remain open a8 it sewee our frre hose boxee ou each
floor.
Ifyou have any queetione pleaee call me aa970-176-2471, ert llE,
Beet regarde,
&Fe"*
Jerry Parsons
Chief Engineer
680 West Lionshead Place Vail, Colorado 81657 (970) 4762471 FN( (970) 4764146 inio@anllersvail.corn
, From: L.P. (Lennie) Heron (3@) 763 9686 To: Kathy Wanen Date: 3r2ilxl TitrF: 1l:,18:24 AIr,Page I of2
Commercial Property, ,Antlen at Vail, Barernent Level, Elk Room, 680 West Plece, Veil, CO 81657
Asbestos Abatement of Ac-lion
(PLAI{ OF ACTIOIU, ASBESTOS ABATEMEIIIT . ADDEl{DUnr2PROJECT DESIGI{
PART I . GENERAL PPJOO'
Dooro@L
1.I RELATEDDOCUMEI{TS
A Drawingr and general p,rovisiom of Contrac! including Asbe$tos AbatemeNrt Sumrnary of Wort Sections apply to
work of this Section.
B. In the event that additions, clarifications, and/or changes occur, section identified as ADDENDUM witl be used.
C. Areas which havo been addresscd, and clarifications/rcquirerne' rts are as follows:
l. The Conhactor will install a black polyethylene sheeting barriEr with a 'Conrtnrction' sign 'Do Not Enter' in
the Conidor betrreen the Public Reshoorm and the Entry into the Woft Atea. Directly inlo the Wolrk Arca ftom
all locations, thc Contractor will post rcquired Asbestos Signage.
2. The Oumer has agreed to have the Fire Sprinkler company break the Sprinkler Line as it enten the Wor* Area,
Cap, and recharge the systern. The Conhactor undertands that this will occur on Friday, Idarch 17,2n00,
3. The Contractor rmderstands that there are no Fire Alarm Systemr within the Work Area, howwor, there is a Pull
Station in the Corridor adjacent to the Work Area which will be protected at all times during the course of the
projecL
The aforementioned additionq clarifications, and/or changes do not warant a change order and are effectively part of thcee
specifications, and therefore, will be used as indicated. It is agreed that facsimile transmissiurs of any and all Addenda will
bc binding on all partics. The Contractor is rcquired to acknowledgc reccipt ofthis Addcndur& prior to Bid Submittals, as
well as in the Bid Submittals, by retum facsimile transmission (Cover t etter is adequate confirming Addenda and number
of pages received) to Ore Desiper at (303)763 9686.
PART 2 - PRODUCTS (NOT APPLICABLE)
PART 3 - nXECUTTON (NOT APPLICABLn)
END OF SECTION - ADDENDUM
Iffi,RoNrDProjcd No. I I1699E P|tr No. I lvlsrch 0a n00
, From: L.P. (Lerde) Herq| (3{B) 763 9686 To: Kath, lly'aren Oal?: 3r2rm Tme: l1:48:2,t Al,l P.9.2 d 2
Commercirl Property, Antlers at Vail, Basement Level, Elk Room, 680 West Lionshe ad Place, Vail, CO 81657
A,sbeslm Abatement
I
I
ry
Friable ACM White Spray Applied Acorutical
Level Elk Room
Location of Decontamination Unit
Location of Load Out
Location of Fire Extinguishen
Note: Plan not to scale.
Ceiling on Drywall f)eck and Concrete Twin T's in Bas€ment
mRoNo Plojid No. ll16998 P€r No. 2 Ittrch 0a ZXro
75 South Fronnge Road
VaiL Colorado 81657
970-479-2 I s8/479-2 1 39
FAX 970-479-2452
Department of Community Development
Building Saf*y
& Inspection
Seryices Division
Date: 3/z/ u No. OfPages
FAX G(,VER SHEET
rnrr€ ucqE'TO:
COMPANY NAIVIE:
FAX NUMBER:
PHONE NUMBER:
FROM:
4-?q - enu
V F,D.
Kathy Warren. Permit Review Coordinator
Town of Vail
Cornrnun ity Development Department
Building Safety & Inspection Services Division
75 South F'rontage Road
Vail. Colorado 81657
Phone 970.479.2325, direct line
F AX 970.479.2452
E-rnai I : kwarren@ci.vai l.co.us
COMMENTS. NOTES:
+\at"on B't.
{;7 *"nn"o'n"o
o
DE,I}{OLITION PERII,TIT APPLICATION FORM
A $'5 FEE MUST ACCOMPANY THIS FORM.
INCOMPLETE APPLTCATIONS WII.L BB NETURNED,
(Pcnrdt wil bc naitcd o dcmolltlon costrrcror uders $r€cifiod orlE
DEMoLITToNConrmcrcn, 0A%fl lbliP DEM,
N5= YJ"
A$rn-eEs
qrA t{{.rrl.
f.lr.- 0".. .r h.|IHc|| ld &d|rqrr
^rco^rjtlr$Clltt C.rtDr, trO..t-, CO Er+txo$t an lto
Ararr ALBu, ta**
-,
Chfl FIED AsBEsros lxspesrcn :
L.P. (Lcnnle) Herron, HERRON Enterprlses USA, Inc.
NrE (Plato prid. Not: Sllr|orB h rE{ultEd a boblt of ttL ft.!| 1
P.O. Box 6211694, Littleton, CO 80162.06%
^62747qlr'Cob|tdo Ccrlifhrla ,
'Lz
o4tZ
ASBEsfos REMoVAL:
'[nb-
411
og5.v.\Pn= Sl= B
5 ivr Goc\.s
ft}-.11Gcr['rg. e-.-*"JG" \AJrr{ crr .i_c- (
Ff,,
BUTLDING OwNgR on DBvBLonen:
G3o rr:. \-Lss\ens*\"ce
CD
S!!
I ccrtify |brt I po*cu ourrcu AHEBA rflr ir. of cotarb Brldqldor $ m e*-Fr nuurlnc l!+cctft frtftlFnqifrdo,tilbltinrpred ea hdldtry r bc dr'tirbc4 u lild ir 6c Dcootrrton lk$g{*1::,*da u ,"Tl.r iiiifrL,ilfriidFiiiirirAHBn0. bd dl |tlnlc| urlyzcd- br tlo grcrcacc of |s.|b. by I MSt *crocica minuy, rd uviffififi-rifriir$.oodrb box rd rig! b bhr hl)r
m A€M ortrrr.nyx,trr' |! rb! bu$dlry
x Itl. ody ACM lcfi. h lhG bufld|r! b nonlrlrblr VAT rnd/or tu.lnpr6mad
'oo{bg
rll ACM fut I fourd lrr bc.a compl*rly ranovcd from ahir buildi!!, pct my yirtd
iupccrioq
I canify $ dl |tltlS3nr& fmm rir cotdldonhg/rcfrljcnriol rpplhn
hrv3 bc3rr DmDcrly lccovcnal ln *cordr.r wtfi AQCC R3guldotl No, lJ
(For fnformnloo on CfC rcqulrumcoa cell6n.3ln,)
O 8trlldlDS
lrluNrc:fl |n6
**Refer to IIERRON ProJect No.
Rc,t,l.aA 04,/tt fi r\. ..\!o.nr\notlccl?. ar \0lllt9l?00
ri o
STATEOFCOLOMDO
Dedbaed a ptoleicting and improving the health and environment of he pople of Colorah .
4300 Cherry Creek Dr. S. Laboratory and Radiation Services Division
Denver, Colorado 80246-1530 8100 Lowrv Blvd.
Phone (303) 692-2000 Denver Cd 80230-6928
TDD Line (3o3) 691-7700 (303) 692-3090
Located in Clendale, Colorado
http I lwww.c d phe.itate.co.us
ALPINE DEtrVIOLTTION
5790 W. 56TH AVE. SUTTE B
ARVADA, CO E0002.
Asbestos Building lnspector: L.P. HERRON
State Certification Number: 462-19-7954, Expiration: Olt2Bt2C/Jl
Phone Number: (303, 7 63-9639
Inspection Date. 03 128 lzWO
Issued by:
Eill Orryens,
C,olondo Demrtrnent
of l\blic Health
rnd Environment
DEMOLITION APPROVAL NOTICE
This approval notice is granted subject to Colorado Air Quality Confol commission Regulation No. g, part B, adopted
September 19, 1996 and effective November 30, 1996, and the Air Quality Control Act C.R.s. l9B2 & 1995 (25-7-101 and25'7-501er seq). This notice signifies that the structure was inspected for asbestos and CFCg and the demolition contracror
has properly notified the Colorado Department of Public Heal0r pursuant to Regulation No. g, part B. TI1E oRrcrNAL
APPR,OVAL NOTICE MUST BE POSTTD ON SITE AT ALL TIMES.
As a contractor, you may have to obtain other demolition licens€s and permits, depenrting on the requirements of thecounty and municipality in which the work is being performed. The Colorado Departrnent of public Health, AirPollution Control Division strongly suggests that you check with county and municipat authoriths in order to deiermine
any other local building/permitting requiremmts that must be met.
This approval notic€ is valid from 04ll7lZDD0 through 05/16/2000
The actual scheduled work dates are from 04ll7l2oo0 through 0sll6t2o0o
This approval notice has been issued to:For the location specified below:
ANIT,ERS AT VAIL
6EO W. LIONSHEAI) PLACE
VAIL
EAGLE COI.'NTY
Approval Issued on: Mll4l2}Cf
Record Number: 2982.
Notice Number: 00EAl6l3D-
Amount Paid: S55
Check Number: 5068
Immcdiaely notify the Asbestos Unit of project nodifications by fax at 782-0278 and the appropriate aunty heatth dqaftment
by fax. Proiect nodifications include changes in the scope of work or the scheduted wo* dates.
l0/9 Ntt {l6to hrr.61119l Rocl T6r!t
H ERRON@ en.,o,,*" usA. Inc.
Asbe.tG'Loed 8a3od PeinfHaza.doB Materials
Phonc (3011) 76:1 961!9
Far (3{B) 7el 9686
E-l,ileil te!!9s9il!3d49!E
P.O. Bor 620694, Littloton, Coloredo 80162-0694
Colo?ado 80:lil7Environmental S.rvic6'lndusbial
,Rzs,Nffi
I,l'gil, fl,
svffifl \?
.a l--..ar:7 la-1t 11-1t\\ ll--J./ ILJ i\?' \n\ll--V)r,{N$'A$"r/
\) / c_ol
dd \ JULY 21, 2000
u"i$7gt=p
{(@,ii) llrtc"ln,acir\ -vu#uL] ll,gvj
COMMERCIAL PROPE
70 coNDoMlNl
PROJECT DESIGN
PROJECT NO.
I
PtzJ so- ooz'l
t)oo- oooz
Aootnoum ftL' ':fot gemaY"{
From: L.P. (Lenrie) Hecron To: Kathy \alranen Date: 226100 Tme: n..'f,
-^- vZ(tnFEr^\
taa r \s\
lgW)EI H ERRON" .n,.,'*o usA Inc.
S#d/ A3bcttor'Le.d Bargd Paint'Hazarrtou. Malrrlals\--l Envlrcnm.ntrlscwlc€'lndulttltlllyglcnl3t3
Phon (3011) 7l:l 9619
F.x (3lxlt 763 0606
E-lrril LPllcrtonOaol.corl
P.O. Eor O20O{r4, Lltitcton, color.do t0164{094
7261 \ty. H.mpdcn Ava., Lalct sd, Color.do 80ut
To: KathyWanen Fax Number: 1-97$479 2452
Cornpany : Town of Vail Dzte:7/261M
From : L.P. (Lennio) Herron Fax Number : (303) 763 9686
Company : IIERRON Enterprises USA hc.Pages including covet Page: I
Page 1 of 1
Ms. Kathy Wane&
LVI is cunent$ permitted to do spot rernoval for the fire sJninkler inrtallion at the Antleds at Vail, from Juty 3l' 2000 through
August 18, 2000.
After discussions with L\/fs Mr. Dan Dunlap today, we will send you a copy of the hojoct Design @an of Action) today, for your
rcview.
Pleage feel fiee to contact me should you have any questions.
Thar*s in ad\ance.
L.P. (I-ennie) Herron, Industrial lb/gienist
CEOlDirecton
cc: LVI Environmental Services, Inc./lv{r. Dan Dunlap
4
RECEIVED
JUL 2 6 /rln0
TOV-COM.DEV.
Subject : 0711008, Antlet't at Vail, 70 Condo Units, Asbestos Abatomenl, 0712d00
H ERRONT ,*rn"o usA,Inc.
Asbestos'Lead Based PsingHazardous illaterials
Phon6 {303) 763 9639
Far (303) 763 9688
E-llail LPHenon@ol.com
P.O. Box 620694, Littloton, Colorado 80162-{1694
Environmontal Sorylco8lndustrlal Colorado 80227
ASSUMPTIONS, LIMITANONS, DISCLAIMERS
July 21,2000
This Project Design @lan of Action) has been sub-contracted to and developed by TIERRON@ Enterprises USA, Inc.
(IIERRON@) for the Owner and/or General Abatement Contractor. IIERRON@ has specifically prepared this Project Design
(Plan of Action) for the use of the Owner and/or General Abatement Contractor, and in compliance with the submitted
requirements of Asbestos Abatement Specifications at:
Project
ANTLERS AT VAIL
COMMERCIAL PROPERTY
70 CONDOMINIUM UNITS
680 WEST LIONSHEAD PLACE
vAtL, co 81657
ASBESTOS ABATEMENT PROJECT DESTGN (PLAN OF ACTION)
JULY 21, 2000
HERRON@ PROJECT NO. O711OO8
Proj ect Ad,ministrata r/Asbestos Project Manager
Antlen ut Vail
680 West Lionshead Place
Yail, CO 81657
(303) E2s 8445 / (800) E43 8245
(970) 476 2471 / Fax (970) 476 4146
c/o: Mn Jerry Parcons
Designer
EERROIF Enterprises USA, Inc.
P.O. Box 620694, Lifrleton, CO 801624694
7261 |Y. Hampden Ave., Lakewoo4 CO
(303) 763 9639 / Fax (303) 763 9686
E-Mail: LPHerron@.olcom
Mn L.P. (Lennie) Herron, Industrial Hygicnht
Note: Drawing of containment(s), location of IIEPA units, decontamination unit(s), remote shower(s) load out(s), approved
landfill(s) submittals, statements, etc. are to be provided by Contractor at time of Pre-Constnrction Conference.
Contractor
LW Environmental Services, Inc.
2630 lY,2ndAve.
Denver, CO 80219
(303) 727 9205 / Fax (30i) 727 9210
c/o: Mr. Dan Dunlap
H ERRON@ e*,p,'."s USA Inc.
Asbestos*Load Based Paint*Hazardous Materials
Environmental Seryices*lndustrial Hygienists
Phone (303) 763 9539
Far (303) 763 9686
E-ilail LPHenon{@ol.com
P.O. 8ox 52069,1, Littleton, Colorado 80162.{1694
7261 W. Hampdon Ave., Lakewood, Color.do 80227
Should the scope of work change to the extent that these examples ane not applicable, or if work area examples are to be
scaled down to a more confined arc4 amended drawings should be provided by Contractor, prior to ex@ution, and should be
included in Project Design (Plan of Action).
This Project Design (PIan of Action) is developed for the use of the Owner and./or General Abatement Contractor at the
aforementioned location, and is not intended for use at any other location. Use of this Project Design @lan of Action) by
the other than the intended Client and/or their authorized Representatives, and/or unauthorized reproduction without the
express written permission of an officer of IIERRON@, is prohibited.
The Project Administrator, Asbestos Project Manager, and/or Desiper retain the rights to waive any formalities contained
herein, which may be in the best interest of the Client, with Client authorization.
Prepared by:
HERRONo Enterprises USd Inc.
P.O. Box 620694, Littleton, CO 80162-0694
7261W. Hanpden Ave., Lakewood,Co 80227
E-Mail: LPllerron@aol.com
(303) 763 9639 / Fax (303) 763 9686
dPL
Mr. L.P. (Lennie) Herron, Industrial Hygienist
Designer No.462197954
Contractor:
LVI Environmental Services, Inc.
2630 W.2nd Ave.
Denver, CO 80219
(303)727 9205 / Fax (303)727 92rO
c/o: Mr. Dan Dunlap
FRONT RANGE COMMUMTY COLLEGE
CERTIFICATE OF COMPLETION
LENNIE HERRON
Has completed the U.S. EPA/State of Colorado Accredited
A.H.E.R.A./ A.S.H.A.R.A.
This course is EPA-approvedunder Section 205 of the
Toxic Substances Control Act ([SCA)
and meets the requirements of Colorado Regulation No. 8.
ASBESTOS PROIECT DESIGNER
RECERTIFICATION
and has passed the reqrrired exam in the discipline
April28,2000 -d-,:
,;E tlt,/ (5. .(iu.E.,**r_
Authorized SignatureCourse Dates
PDR462197954 April28, 2001
Certification Number Expires
AG
7lN Environmental Heakh & Safety TrainingCenter
FROII|T RANGT
3645 West 112th lysnysowestminster, CO 80031
303-404-5327COMMUNITY COLLEGE
Erc.ll.ma.nd 0lv6rsity
ASBESTOS
CERTIFICATION
STATE OF COLORADO
Colorado Department of Public Health
and Environment
Iston
i:...
'1n: 1
.:-,i.
,i ii ,.l.ii rl;J ::I
i !i .,.,
Qualitlhas met
Control
certified
is hereby
e:
'ii.
'l.i .r...'',.
'i ir\..t+ 1il:,-T
'.i''i.,, ',"iili,s,a'::ra' :';
08/06/1999 ""t
Expires: 08/06/2000
, This cenificate is ralid only with tlu pssession of cwrcnt AHEM certifrcation in the disciphne speciftcd
above.
Record Nr,rnber,: 3542
1i,;11'",
.,,,i++ "i;';;ru;"':,;t,'" ;t,,"i,"
'l:,,.,,,:.-".'lll '
,.i''ti!;ii.
"..,,,,,=:,,:::'
Commercial Property, AntlerstFail, T0 Condominium Units, 680 West ffishead Place, Vail" CO 81657
Asbestos Abatement Project Design (Plan of Action)
PERSONNEUCORPORATE QUALIFICATIONS, CERTIFICATIONS, INSURANCE
This Environmental Consultation has been conducted by HERRON@ Personnel with the following qualifrcations and
certifications
State of Colorado Recognized Industrial Hygienist
Training lnstructor for OSIIA Compliance in 29 CFR l9l0 and 1926
State of Colorado Certified Air Monitoring Specialist
State of Colorado Certified hoject Manager
AHERA Certified Asbestos Building Inspector
AHERA Certified Asbestos Managernent Planner
State of Colorado Certified Asbestos Building Inspector/lvlanagement Planner
AHERA Certified Asbestos Project Desiper
State ofColorado Certified Asbestos Project Designer
NIOSH 582e Certified Phase Contrast Microscopist
NESIIAP Cenified On-Site Representative
EPA Accredited Lead Based Paint Inspector
EPA Accredited Lead Based Paint Risk Assessor
State of Colorado Certified Lead Based Paint tnspector/Risk Assessor
Apprentice Safety Training, including Fundamentals of Radiation, State Licensing Regulation, Principles of XRF,
Safety Regulations, and Environmental Sampling Theory
SCITEC MAP 4, XRF Technician
NITON )(L, )(RF Technician
Environmental Professional (ASTM E-1527, E-l 528)
HERRONo is enrolled and actively participates in the:
Coalition of Indushial Hygienists
Colorado Association of Commerce and lndustry
American Indushial Hygiene Association (RMS)
Colorado Wyoming Insulation & Abatement Contractors Association
American Society for Testing and Materials (ASTM)
National Institute of Building Sciences (NrBS)
Colorado Women's Chamber of Comm€rce
Denver Chamber of Commerce
National Institute for Occupational Safety and Health's Proficiency Anallical
Testing Program (PAT Program), Laboratory ID = 102107
National lnstitute for Occupational Safety and Health's Environmental Lead Proficiency Analytical
Testing Program (ELPAT Program), Laboratory ID: 102017
IIERRONo carries:
General Liability Insurance that includes lndependent Inspection, Air Monitoring and Environmental Services, in the
amount of$1,000,000.00 occurrence and $2,000,000.00 aggregate coverage, Automobile Liability lnsurance, in the
amount of 51,000,000.00 occurrence coverage, required Workmen's Compensation Insurance, and Professional
Errors and Omissions Liability Insurance in the amount of $ 1,000,000.00.
Commercial Property, Antldtt Vail 70 Condominium Unitg 680 WeilFnshead Place, Vail CO 81657
Asbestos Abatement Project Design (Plan of Action)
TABLE OF CONTENTS
SECTION CONTENT
The following Sections are included where applicable.
0 I 0 I 3 Summary Of Work - Asbestos Abatement
01043 Project C oordination
01046 Cutting & Patching - Asbestos-Cont6ining Materials
01091 Definitions And Standards - Asbestos Abaternent
01092 Codes, Regulations And Standards - Asbestos Abatement
01313 Schedules, Reports, Payments - Asbestos Abatement
01340 Shop Drawings, Product Data And Sarnples
01410 Air Monitoring - Test Laboratory Services
01503 Temporary Facilities - Asbestos Abatement
0 l5 13 Temporary Pressure Differential & Air Circulation System
01526 TemporaryEnclosures
01527 RegulatedAreas
01529 Small-Scale Shod-Duration Work
01560 Worker Protection - Asbestos Abatement
01562 Respiratory Protection
0 1563 Decontamination Units
01701 Prqect Closeout - Asbestos Abatement
0171 I Project Decontamination
01714 Work Area Clearance
01013 Summary Of Work - Asbestos Abatement
01043 Project C oordination
01046 Cutting & Patching - Asbestos-Containing Materials
01091 Definitions And Standards - Asbestos Abatement
01092 Codes, Regulations And Standards - Asbestos Abatement
01313 Schedules, Reports, Payments - Asbestos Abatement
01340 Shop Drawings, Product Data And Samples
01410 Air Monitoring - Test l,aboratory Services
01503 Temporary Facilities - Asbestos Abatement
0l 5 I 3 Temporary Pressure Differential & Air Circulation System
01526 Ternporary Enclosures
01527 RegulatedAreas
01529 Small-Scale Short-Duration Work
01560 Worker Protection - Asbestos Abatement
01562 Respiratory Protection
01563 Decontarnination Units
01701 Project Closeout - Asbestos Abatement
0171 I Project Decontamination
01714 Work Area Clearance
0208 I Removal Of Asbestos-Containing Materials
02084 Disposal Of Asbestos-Containing Waste Material
02087 Resilient Flooring Removal - Asbestos Abatement
09805 Encapsulation of Asbestos-Containing Materials
Units, 680 West ilshead Ptace, Vail CO 81657
Asbestos Abatement Project Design @lan of Action)
01013 SUMMARY OF WORK. ASBESTOS ABATEMENT
Project name is
ANTLERS AT VAIL
COMMERCIAL PROPERTY
70 CONDOMINIUM UNITS
680 WEST LIONSHEAD PLACE
vAtL, co 81657
ASBESTOS ABATEMENT PROJEGT DESIGN (PLAN OF ACTION)
JULY 21, 2000
HERRON@ PROJECT NO. O711OO8
as shown on Contract Documents (if applicable).
This Project Design (Plan of Action) is developed to specifically address the Scope of Work determined, however; should
the Scope of Work change, and/or should additional materials be required to be removed in order to accomplish this project,
this Project Design (Plan of Action) should be an adequate tool in accomplishing the remaining portion(s) of the project in
compliance with local, state and/or federal regulations.
The Project Desip @lan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abatement Specifications (if applicable), and in accordance
with the Bid Submittals, listed here according to the sequence of the work.
Note: for this project, the terms Asbestos Abatement Specifications, Specifications, or Contract Documents will reference
all local, state, and/or federal regulations, including but not limited to AQCC Regulation 8, OSIIA 1926.1101, etc.
woRr(sEQuENcE
A. The Work will be conducted in phases.
l. Phase: Work of the phases shall be substantially complete, ready for reconstruction prior to that phase of the
Contract, as indicated in the Contract, and in accordance with the following Project Schedule:
a. All Work Area(s), Asbestos Abatement, mobilization on Monday, July 31, 2000, and shall be substantially
completed and demobilized on or before Friday, August 18, 2000, with actual Asbestos Abatement not to
exceed fifteen ( 15) normal working days.
b. Actual Asbestos Abatement Schedule: 7:30 A.M till 4:00 P.M. (overtime, weeke,nd and holiday work is not
authorized rmder the base bi4 except as specified).
c. As there is a preference from the Owner within the phasing of the Asbestos Abatement, the Contractor shall
include phasing of the Work Areas in the Plan of Action.
HERRoN@ Itoject No. 0711008 Page No. I July 21, 2000
Udts,680 Tl'ilFtrsh€ad PlaceVrfl, CO
SCOTDOFWORK:
Removg in accordance with Specification, local, statc and/or federal regulations:
t'r2-rflr 4-, f,, f, rd f Floor Lcvelo (t Unitl on ttc 7', 6- , and 5F lbor
rnd 12 Urlb on the 4n 3d.2d. end 1r f,'loor lcvd
>I.V/o
Good Condition with PoEntial for
a) Removal of Spay Agplied Aconstical Ceitng in Kitcbm as directed !y
Contsactor: approxindely 9 squarc frct per Unit (3)(3'), for a total of 630 cqrare feet,
withir Mini-Enclosure Area(s).
b) O&M Installatim of ?X4'otr Sprsy Applied Acoustical Ceiling in lhllway as
directed by the G€o€ral Contractor: approximdely l 12 lioear foot board p€tr UEit, for a
total of 70 Units, within Regulated Area(g).
Note: requir€d Contractor d€t€rminatim md field verificdion,
Ar€a
Yes
kteriat(s) and perform O&M ar
aborre, aod Decontaminate eatire area G) withil Multiple'Wo* Ares(O as mrbmiBod by
Cootractor in Plan of Action (FC}I Clearace aad IvIAAL
fnfnOno no3ect No. 0711008 Pago No. 2 July 21,2000
Commercial Property, AntlersUail, T0 Condominium Units,680 West Lilhead Place' Vail' CO E1657
Asbestm Abatement Proiec't Desisn (Plan of Action
I
directed
*
Typical Kitchen/Hallway Configuration
9 Square Feet of Friable ACM Spray Applied Acoustical Ceiting on Drywall. Hallway O&M, exact located as
by the General Contractor
Location of Fire Extinguishers
Note: Plan not to scale.
Hallway
Main Entry
m,rttli.( lN@ Project No. 07 I I 00lt Prge No. 3 July 21,20O0
Commercial Property, AntlerilTail, 70 Condominium Units, 680 West lilshead Place, Vail CO 81657
Asbestos Abatement Project Design (Plan of Action)
B. Altemates: Altemate Bid Work Areas have been defined as follows, and are indicated as Altemate Summary of
Work:
l. Additive Alternates
a. Not applicable
2. Deductible Altemates
a. Not applicable.
C. Unit Prices: Unit Price Work Areas have been defined as follows, and are indicated as Unit Price Summary of
Work:
l. Additive Unit Prices
a. Unit Price Work Areas have been defined as follows, and are indicated as Unit Price Summary of Work:
1. removal of any additional Spray Applied Acoustical material should the Owner require any additional
3X3' areas, within Mini-Enclosure Area(s).
2. Deductible Unit Prices
a. Unit Price Work Areas have been defined as follows, and are indicated as Unit Price Summary of Work:
l. Not applicable.
*note: approximate, Contractor responsibility to determine quantities and field verifr. Total to include 'all' ACM as
indicated. All work within the Work Area(s) will be all inclusive of visible/accessible ACM.
MISCELLAI\EOUS PRO\TSIONS :
A. Additional provisions as follows:
1. The following iterns are not to be damaged, and are to be salvaged and retumed to the Owner:
a. As directed by Owner Representative(s).
2. The following items are to be demolished and disposed of as ACM waste:
a. 'All' Asbestos-Containing Materials (as indicated).
3. The following items are not to be damaged, are to remain in place, and are to be protected from 'any' damage,
during Asbestos Abatement:
a. Contractor is to protect 'all' Substrates from 'any' damage, i.e., tape, spray glue, Spray Applied
Acoustical Ceiling Material during O&M, etc.
B. The following additional requirements will be observed by the Contactor:
1. The Owner has advised that the Units will be occupied, however, occupants will not be within the Units
during Abatement activities.
HEITRON@ Itoject No. 0711008 Page No. 4 July 21, 2000
Commercial Property, Anttilt Vail 70 Condominium Units, 680 Wilonshead Place, Vail CO 81657
Asbestos Abatenent Project Design (Plan of Action)
2. The Contractor will perfomr Asbestos activities, floor at a time. The Contractor will notifr HERRON@ a
minimum of 24 hours in advance that a floor is ready for final visual containment inspections and final clearance air
monitoring.
3. The Designer has arranged for a variance request in Work Areas #l through #70 for tle use of Mini-Enclosures
due to the small quantities within 70 Units, i.e., AQCC Regulation 8 Mini-Enclosure requirements, including the use
of Negative Air Units (not HEPA Vacuums for Negative Air), Remote Shower, etc., and the installation of the 12
linear foot 2X4'Boards within Regulated Areas with the Colorado Deparhnent of Health. As tentative approval has
been received, it is imperative that the Contractor include the vmiance request with the permit.
4. Ensure rury areas outside of the immediate Work Area(s) is not block, i.e., fire escape, normal occupancy.
Note: refer to Contractor specific scheduling for exact phasing ofproject.
EIYD OF SECTION - 01013
TGRRON@ Proiect No. 07 I I 00E Page No- 5 Jnly 21,2000
Commercial Property, AntlerslFail, 70 Condominium Units, 680 West ffihshead Place, Vail, CO 81657
Asbestos Abatement Project Design (PIan of Action)
01043 PROJECT COORDINATION.ASBESTOS ABATEMENT
The Project Desip (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA, w.ith and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
General Superintendent: Will provide a full-time General Superintendent who is experienced in administration and
supervision of asbestos abatement projects including work practices, protective measures for building and personnel,
disposal procedures, etc. This person is the Contractors Representative responsible for compliance with all applicable
federal, state and local regulations, particularly those relating to asbestos-containing materials.
Experience and Training: The General Superintendent has completed a coruse at an EPA Training Center or equivalent
certificate course in asbestos abatement procedures, and has had a minimum of two (2) years on-the-job training in asbestos
abatement procedures.
Competent Person: The General Superintendent is to be the Competent Person as required by OSIIA.
Accreditation: The General Superintendent is accredited as an Asbestos Abatement Supervisor in accordance with the
AHERA regulation 40 CFR Part 763, Subpart E, Appendix C, local, state and/or federal regulations.
Special Reports: Except as otherwise indicated, will submit special reports directly to Owner within one day of occurrence
requiring special report, with copy to Owner's Representative and others affected by occurrence.
Reporting Unusual Events: When an event of unusual and significant nature occurs at site (examples: failure of pressure
differential system, rupture of temporary enclosures), will prepare and submit a special report listing chain of events, persons
participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. When
such events are known or predictable in advance, will advise Owner in advance at earliest possible date.
Repoding Accidents: Will prepare and submit reports of significant accidents, at site and anywhere else work is in progress.
Will record and document data and actions; comply with industry standards. For this pupose, a significant accident is
defined to include events where personal rnjury is sustained, property loss of substance is sustained, or where the event
posed a significant threat of loss or personal injury.
Report Discovered Conditions: When an unusual condition of the building is discovered during the work (e.g. leaks,
termites, corrosion) will prepare and submit a special report indication condition discovered.
Contingency Plan: Have prepared a contingency plan for emergencies including fire, accident, power failure, pressure
diflerential system failure, or any other event that may require modification or abridgment of decontamination or work area
isolation procedures. llave included in plan specific procedures for decontamination or work area isolation. Note that
nothing in this specification has impeded safe exiting or providing of adequate medical attention in the event of an
emergency.
Refer to Section:
0 1503 and 0 I 526 for fire and accident.
01526 and 01711 for power failure, pressure differential system failure, or any other event that may require
modification or abridernent of decontamination or work area isolation orocedures.
Will post: In clean room of Personnel Decontamination Unit telephone numbers and locations of emergency services
including but not limited to fre, ambulance, doctor, hospital, police, power company, telephone company.
Referto END OF SECTION - 01043.
HEITRON@ Ibject No. 071 1008 Page No. 6 July 21,2000
Vail" 70 Condominium Units, 680 W Place, Vdl, CO 81657
Notifications: Will notifi other entities at the job site of the nature of the asbestos abate,me,nt activities, location of asbestos-
containing materials, requirements relative to asbestos set forth in these specifications and applicable regulations.
Will notiff emerg€ncy service age,ncies including fire, ambulance, police or other agency that may senrice the
abatement work site in case of an emergency. Notification includes methods of entering work area, emeqgeNrcy
entry and exit locations, modifications to fire notification or fire fighting equipment, and other information needed
by agencies providing emergency senrices.
Refer to END OF SECTION - 01043.
Notifications of Emergencv: Any individual at the job site may notiff emergency service agencies if necessary without
effect on this Contract or the Contract Sum.
EI\ID OF SECTION - OTO43
IIERRON@ Itoiect No. 0711008 Pagc No. ?July 21,2000
Commercial Property, AntlerdJail,70 Condominium Unitg 680 West ilshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
TO: ALLCONCER|BD
TIIIS ADVICE IS IN CONT'ORMANCE WITH THN P11glBCT DESIGN SPECIFICATIONS FOR TIIIS
PROJECT. IN THE EVENT OF AN EMERGENCY:
AITIYEMERGENCY:
trIRE:
POLICE:
AMBI]LANCE:
911
911
911
911
IN TFR EVENT OF AI\t EMERGENCY, CONTACT YOI'R ON-SITE SUPERVISOR AND/OR
APPROPRIA'TE AGENCY!
r{Ennou@ noiect No. 0711008 Page No. E July 21, 2000
Commercial Property, Antlilt Vail,70 Condominium Units, 680 Welonshead Place, Vail, CO 81657
Asbestos Abatement Project Design @an of Action)
010,16 CUTTING AND PATCHING - ASBESTOS CONTAINING MATERTALS
The Project Design (Plan of Action) and asbestos abaternent work practices submitted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
In the event that abatement work extends to Cutting and Patching, the following will apply:
Tools:Will equip with IIEPA vacuum dust collection attachments
Will comply with:
Section 01527 - Regulated Areas
Section 0 l56l - Worker Protection - Repair & Maintenance
Section 01562 - Respiratory Protection
Will perform cutting, drilling, abrading, or ottrerwise penetrating any asbestos-containing material in a manner that
will minimize the dispersal of asbestos fibers into the air.
Will provide adequate local exhaust to capture fibers produced by cutting, driUing q1 nlrading by means of an
approved High Efficiency Particulate Absolute (IIEPA) filter vacuum. Will use specialized equipment such as drills
or saws having integnl ventilation hoods which are connected to a HEPA vacuum with a flexible hose. Will handle
and dispose of HEPA filters as contaminated material. See Section 02084.
Will thoroughly saturate absorbent surfaces of asbestos-containing material to be penetrated with a penetrating type
encapsulant. Will allow encapsulant to penetrat€ to substrate before working on materials.
Will seal edges of asbestos-containing material exposed by cutting, drilling, or abrading, etc. with two (2) coats of
an approved penetrating encapsulant applied in accordance with manufacturers' printed instruction for use of the
encapsulant as an asbestos coating and requirements of Section 09805.
END OF SECTION - 01046
IERRON@ Proiect No. 071 1008 Page No. 9 July 21,2000
CommercialProperty'Ant|ers|Jai|'?0Condominiumunit
Asbestos Abatement Project Design @lan of Action)
01091 DEFINITIONS & STANDARDS.ASBESTOS ABATEMENT
The Project Desigl (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirernents in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here 3ssslding to the sequence of the work:
Definitions:Per Asbestos Abatement Specifications.
Permits. Licenses and Certificates: For the Owner's records, have submitted copies of permits, licenses, certifications,
inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, and similar documents,
correspondence and records established in conjunction with compliance with standards and regulations bearing upon perfor-
mance ofthe work.
Er{D OF SECTTON - 01091
mRRON@ Projecr No. 0?l 1008 Page No. l0 July 21, 2000
Commerciel Property, Antlilt VaU 70 Condomidum Units, 6t0 WeGuhead Placg Vail CO E1657
Asbcstos Abatemcnt hoject Ihsign (Plrn of
01 092 CODES, REGUIATIONS AND STANDARDS . ASBESTOS ABATEMENT
The Project Desig! (Plan of Action) and asbestos abatsnqrt work practices submitted by Contractm is iD accodec€ with
the requireme,nts in OSHA with and in addition to the Asbestos Abatement Specifications, and in accordanae with the Bid
Submittals, listed here according to the sequence of the wort:
Copies will be available on-site.
ENDOFSBCTION-OlOlXZ
rGnRON(D ftoj€ct No. 071I00E PatG No. I I July 21,2m0
Commercial Property, AntlerslJail, 70 Condominium Units, 680 West llilshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
01313 SCHEDULES, REPORTS, PAYMENTS . ASBESTOS ABATEMENT
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSFIA, with and in addition to the Asbestos Abatement Specifrcations, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Progess Meetings:
General: tn addition to specific coordination and pre-installation meetings for each element of work, and other regular
project meetings held for other purposes, Owner's Representative will hold general progress meetings as required. These
meeting will be scheduled, where possible, at time of preparation of payment request. Will require each entity then involved
in planning coordination or perfomrance of work to be properly represented at each meeting.
Pre-Construction Conference: An initial progress meeting, recoglr.ized as "Pre-Construction Conference" will be convened
by the Owner's Representative prior to start of any work. Will meet at project site, or as otherwise directed with General
Superintendent, Owner, Owner's Representative, Project Administrator, and other entities concemed with the asbestos
abatement work.
This is an organizational meeting, to review responsibilities and personnel assigrunents and to locate the
containment and decontamination areas and temporary facilities including power, light, water, etc.
Daily Log: Will maintain within the Decontamination Unit a daily log documenting the dates and time of but not limited to,
the following items:
Meetings; pulpose, attendees, brief discussion
Visitations: authorized and unauthorized
Personnel, by name, entering and leaving the work area
Special or unusual events, i.e. barrier breaching, equipment failures, accidents
Air monitoring tests and test results
Documentation of Contractods completion of the following:
Inspection of work area preparation prior to start of removal and daily thereafter.
Removal ofany sheet plastic barriers
Contractorrs inspections prior to spray back, lock back, encapsulation, enclosure or any other operation that will
conceal the condition of asbestos-containine materials or the substrate from which such materials have been
removed.
Rernoval of waste materials from work area
Decontamination of equipment
Contractors final inspection/final air test analysis.
Will submit copies of this log at final Closeout of project as a project close- out submittal.
END OF SECTION - 01313
Pase No. l2 July 21,2000HERRON@ Proiect No. 0711008
Propcrty, AnAilt VaL 70 Qudonil&t Unitq 680
Asbes0os Abat rent Proictt Design (Pho dAcdoo)
01340 SHOP DRAWNGS, PRODUCT DATAAT{D SAMPLES
The Project DesrgD (Plan of Action) and ashos abatement work practicor gubmitted by Contactor ir io accocdmce with
the require,ments in OSHA" with and in addition to the Asbegtos Abatemcot Specifications, and in aooordance wiq tbe Bid
Submittals, listod here according to tbe sequ€oac of the wort:
Refer to Bid Submittals.
ENDOT'SECTION-oil}O
IIFRXON@ Pr,oject No. 071 l0O8 Pagr No. 13 Iuty 21,2000
Commercial Property, Antlerilfail, 70 Condominium Units, 680 West Xlffishead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
01410 AIR MONITORING , TEST LABORATORY SERVIGES
The Project Desip (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence ofthe work:
Air monitoring required by OSTIA is work of the Contractor and is not covered in this section.
Inside Work Area: Will maintain an average airbome count in the Work Area of less than 0.5 fibers per cubic centimeter. If
the fiber counts rise above this figure for any sample taken, will revise work procedures to lower fiber counts. If the Time
Weighted Average (TWA) fiber count for any work shift or 8 hour period exceeds 0.5 hbers per cubic centimeter, will stop
all work, leave Pressure Differential System in operation and notiff Owneds Representative. After correcting cause of high
fiber levels, will not recornmence workfor 24 hours un-less otherwise authorized, in wfiting, by Owner's Representative.
If airborne fiber counts exceed 1.0 fibers per cubic centimeter for any period of time will cease all work except
corrective action until fiber counts fall below 0.5 fibers per cubic centimeter and notifu Owner's Representative.
After correcting cause of high fiber levels, will not recornmence work for 24 hours unless otherwise authorized, in
writing, by Owner's Representative.
Outside Work Area: If any air sample taken outside of the Work Area exceeds the base line established, or as established in
Specifications, MAAL (0.01 flcc), whichever is lower, will immediately and automatically stop all work except corrective
action. The Owner's Representative will determine the source of the high reading and so notif the Contractor in writing.
If the high reading was the result of a failure of Work Area isolation measures will initiate the following actions:
Immediately erect new critical barriers as set forth in Section 01526 Temporary Enclosures to isolate the
affected area from the balance ofthe building. Erect Critical Barriers at the next existing structural isolation
of the involved space (e.g.. wall, ceiling, floor).
Decontaminate the affected area in accordance with Section 01712 Cleaning & Decontamination
Procedures.
Require that respiratory protection as set forth in Section 01562 Respiratory Protection be worn in affected
area until area is cleared for reoccuoancv in accordance with Section 01714 Work Area Clearance.
Leave Critical Barriers in plape until completion of work and insure that the operation of tbe pressure
differential system in the Work Area results in a flow of air from the balance of the building into the
affected area.
If the exit from the clean room of the personnel decontamination unit enters the affected area, establish a
decontamination facility consisting of a Shower Room and Changng Room as set forth in Section 01563
Decontamination Units at entry point to affected area.
After Certification of Visual lnspection in the Work Area remove critical barriers separating the work area
from the affected area. Final air samoles will be taken within the entire area as set forth in Section 01714
Work Area Clearance.
If the high reading was the result of other causes initiate corrective action as determined by the Ownet's
Reoresentative.
END OF SECTION - O14IO
HERRON@ Projecr No. 0711008 Page No. 14 July 21. 2000
Conmercial Property, Antlilt Vail 70 Condominium Units, 680 Wdtlnshead Placg Vdl, CO 81557
Asbestos Abatement Project Design (Plen of Action)
01503 TEMPORARY FAqLMES. ASBESTOS ABATEMENT
The Project Design (Plan of Action) and asbestos abatement work practiccs submitted by Contractor is in accordance with
the requirements in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Scaffolding: Shall comply with all applicable OSHA provisions.
Water Service: Ownels water svstem.
Electrical Se,rrrice: Electrical power to be tabbed and locked-out by Conhactor - Temporary Power will be provided from
zubpanels to Temporary Elechical Panels by Contractor's electrician (if and where required).
First Aid Supplies: On-site.
Fire Extinguishers: Will provide type
locations around work area(s).
NFPA Standard l0 "Standard for Portable Fire Extinguishes", i.e., convenie,lrt
EIYD OF SECTION. Ol5O3
HERRONID Projecr No. 07 I | 008 PagG No. | 5 ,uly 21, 2000
Connerciat froperty, AntlerslF7ai[ 70 Condominium Units,680 West nfishead Place, Vail' CO 81657
Asbestos Abatement Project Design (Plan of Action)
01513 TEMPORARY PRESSURE DIFFERENTIAL AND AIR CIRCULATION
The Project Desigfr (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requiremenls in OSIIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
On a weekly basis: Will submit printout from pressure differential monitoring equipment. Will mark printout with date and
start of time for each day. Will use printout paper that indicates elapsed time in intervals no greater than hours. Will
indicate on each days record times of starting and stopping abatement work, type of work in progress, breaks for lunch or
other purposes, periods of stop work, and filter changes. Will cut printout into segments by day, attach to 8 l/2" by 1 l"
paper. Will label with project name, contractors name and date.
Qualitv Assurance: Will monitor pressure differential at Personnel and Equipment Decontamination Units with a differen-
tial pressure meter equipped with a continuous recorder. Meter shall be equipped with a warning buzzer which will sound if
pressure differential drops below 0.02" of water.
HEPA Filtered Fan Units:
General: Will supply the required number of HEPA filtered fan units to the site in accordance with these specifications.
Will use units that meet the following requirements.
Cabinet: Will be constructed of durable materials able to withstand damage from rough handling and transportation. The
width of the cabinet will be less than 30 inches to fit through standard-size doorways. Will provide units whose cabinets are:
Factory-sealed to prevent asbestos-containing dust from being released during use, trzulsport, or maintenance
Arranged to provide access to and replacement of all air filters from intake end
Mounted on casters or wheels
Fans: Will rate capacity of fan according to usable air-moving capacrty under actual operating conditions.
[{EPA Filters: Will provide units whose final filter is the HEPA type with the frlter media (folded into closely pleated
panels) completely sealed on all edges with a structuraily rigid fiame.
Will provide units with a continuous rubber gasket located between the filter and the filter housing to form a tight
seal.
Will provide HEPA filters that are individually tested and certified by the manufacturer to have an efficiency of not
less than 99.97 percent *tren challenged with 0.3 um dioctylphthalate (DOP) particles when tested in accordance
with Military Standard Number 282 and Arrny Instruction Manual 136-300-175A. Will provide filters that bear a
UL586 label to indicate ability to perform under specified conditions.
Will provide filters ttrat are marked with: the name of the manufacturer, serial number, air flow rating, efficiency
and resistance, and the direction oftest air flow.
Prefilters, which protect the frnal filter by removing the larger particles, are required to prolong the operating life of the
HEPA frlter. Two stages of prefiltration are required. Will provide units with the following prefilters:
First-stage prefilter: low-efficiency type (e.g., for particles 100 um and larger)
Second-stage (or interrnediate) filter: medium efficiency (e.g., effective for particles down to 5 um)
HERRON@ Project No. 0? I 1008 Page No. l6 Iuly 21,2000
Commercial Property, AntldEt VaiI. 70 Condominium Units, 680 Weil},frnshead Placg Va[ CO 81657
Asbestos Abatement Project Design (Plan of Action)
Will provide units with prefiiters and intennediate filters installed eilher on or in the intake grid of the unit and held
in place with special housings or clamps.
Instrumentation: Will provide units equipped with:
Magrehelic gauge or manometer to measure the pressure drop across filters and indicate when filters have become
loaded and need to be changed
A table indicating the usable air-handling capacity for various static pressure readings on the Magnehelic gauge
affixed near the gauge for reference, or the Magnehelic reading indicating at what point the filters should be
changed" noting Cubic Feet per Minute (CFM) air delivery at that point
Elapsed time meter to show the total accumulated hours of operation
Safetv and Waming Devices: Will provide units with the following safety and warning devices:
Electrical (or mechanical) lockout to prevent fan from operating without a HEPA filter
Automatic shutdown system to stop fan in the event ofa rupture in the IIEPA filter or blocked air discharge
Waming lights to indicate normal operation (green), too high a pressure drop across the filters (i.e., filter
overloading) (yellow), and too low ofa pressure drop (i.e., rupture in HEPA filter or obstructed discharge) (red)
Audible alarm if unit shuts down due to operation of safety systems
Electrical components: Will provide units with electrical components approved by the National Electrical Manufacturers
Association (NEMA) and Underwriteds Laboratories (JL). Each unit will be equipped with overload proiection sized for
the equipment. The motor, fan, fan housing, and cabinet will be grounded.
Manufacturer: Subject to compliance with requirements, will provide products, but necessarily limited to, the following:
Abatement Technologies (2000)
cRsr (2000)
Critical Services (2000)
Pressure Differential Isolation: Will isolate the Work Area from all adjacent areas or systems of the building with a Pressure
Differential that will cause a movernent of air from outside to inside at any breach in the physical isolation of the Work
Area.
Relative Pressure in Work Area: Will continuously maintain the work area at an air pressure that is lower than that in any
surrounding space in the building, or at any location in the immediate proxirnity outside of the building envelope. This
pressure differential when measured across any physical or critical barrier will equal or exceed a static pressure of:
0.02 inches of water.
Will accomplish the pressure differential by exhausting a sufficient number of HEPA filtered fan units from the
work area. The number of units required will depend on machine characteristics, the seal at barriers, and required
air circulation. The number of units will increase with increased make-up air or leaks into the Work Area. Will
daermine the number of units required for pressure isolation by the following procedure:
Will establish required air circulation in ttre work area, persorurel and equipment decontarnination units.
Will establish isolation by increased pressure in adjacent areas or as part of seals where required.
HERRON@ Project No. 0?l l00E Pagc No. 17 luly 21, 2000
Commercial Property, Aotl.rJF n
Asbestos Abatement Project Design (plan of Action)
Will exhaust a sufficient number of units from the work area to develop the required pressure differential.
The required number of units is the number determined above plus one additional unit.
Will vent HEPA filtered fan units to outside of building unless authorized in writing by Owner's Representative.
Will mount units to exhaust directly or through disposable ductwork.
will use only new ductwork except for sheet metal connections and elbows.
Will use ductwork and fittings of same diameter or larger than discharge connection on fan unit.
Will use inflatable, disposable plastic ductwork in lengths not greater than 100 feet.
will use spiral wire-reinforced flex duct in lengths not greater than 50 feet.
Will arrange exhaust as required to inflate duct to a rigidity sufficient to prevent flapping.
If direction of discharge from fan unit is not aligned with duct will use sheet metal elbow to change direction. Will
use six feet of spiral wire reinforced flex duct after direction chanse.
Will erect seals with an air space at doors to elevators and stairtowers, and retum air intakes.
Will fabricate seal by first sealing door with duct tape and 6 mil polyethylene. Will seal barrier with 6 mil sheet
plastic and duct tape.
Isolation of retum air ductwork: This duct work is to be isolated from the work Area.
Will wrap the duct with 6 mil polyethylene. Will seal all polyethylene seams with spray glue and duct tape.
Will enclose wrapped duct with two layers of polyethylene. Will fabricate inner layer from 6 mil polyethylene withall seams sealed with spray glue and duct tape. Will an'ange outer layer to support inner layer.
Air. Circulation In The Work Area: For purposes of this section air circulation refers to either the introduction of outside aAto the work Area or the circulation and cleaning of air within the work Area.
Air circulation in the Work Area is a minimum requirement intended to help maintain airbome fiber counrs at alevel that does not significantly challenge the work area isolation measur€s. The Contractor may also use this aircirculation as part ofthe engineering controls in his worker protection program.
D-etgn4iqing the Air circulation Requirements: Will provide a fully operational air circulation system supplying a minimumofthe following air circulation rate:
4 air changes per hour, to include one (l) additional unit as a backup in case of equipment failure or machineshutdown for filter changing.
Exhaust Svstem: Pressure differential isolation and air circulation
system as described below.
in the Work Area are to be accomplished by an exhaust
Will Exhaust all units from the Work Area to meet air circulation requirement of this section.
HERRONo ftoje.t No. 07 t t0o8 Page No. l8 July 21,2000
Commercial Property, Antld;t Vail,70 Condominium Units, 680 WeGnshead Place, Vailo CO 81657
Asbestos Abatement Project Design @lan of Action)
Location of HEPA Filtered Fan Units:Will locate fan unit(s) so that makeup air enters work area primarily through
decontamination facilities and traverses Work Area as much as possible. This may be accomplished by positioning the
TIEPA filtered fan unit(s) at a maximum distance from tle worker access opening or other makeup air sources.
Will Place End of Unit an intake duct or its exhaust duct through an opening in the plastic barrier or wall covering.
Will seal plastic around the unit or duct with tape.
Will Vent to Outside of Building, unless authorized in writing by the Owner's Representative.
Decontamination Units: Will Arrange Work Area and decontamination units so that the majority of make up air comes
through the Decontamination Units. Will use only personnel or equipment Decontamination Unit at any time and seal the
other so that make up air passes through unit in use.
Supplemental Makeup Air lnlets: Will Provide where required for proper air flow tlrough the Work Area in location
approved by the Owner's Representative by making openings in the plastic sheeting that allow air from outside the building
into the Work Area. Will locate auxiliary makeup air inlets as far as possible from the fan uni(s) (e.g., on an opposite wall),
off the floor (preferably near the ceiling), and away from barriers that separate the Work Area from occupied clean argas.
Will cover with flaps to reseal automatically if the pressure differential system should shut down for any reason. Will spray
flap and around opening with spray adhesive so that if flap closes meeting surfaces are both covered with adhesive. Will use
adhesive that forms contact bond when drv.
Air Circulation In Decontamination Units:
Pressure Differential Isolation:Will Continuously maintain the pressure differential required for the work area in the:
Personnel Decontamination Unit:across the Shower Room with the Equipment Room at a lower pressure than the Clean
room.
Equipment Decontamination Unit: Across the Holding Room with the Wash Room at a lower pressure than the Clean
Room.
Air Circulation: Will Continuously maintain air circulation in Decontamination Units at same level as required for Work
Area.
Air Movement: Will Arrange air circulation through the Personnel Decontarnination Unit so that it produces a movement of
air from the Clean Room through the Shower Room into the Equipment Room. Will maintain continuous minimum
velocities of Sixty (60) feet per minute in the breathing zone area of the shower and thirty (30) feet per minute h all other
locations of the shower.
Use Of The Pressure Differential And Air Circulation Svstem: Each unit shall be serviced by a dedicated minimum 1l5V-
20A circuit with ground fault circuit interrupter (GFCI) supplied from temporary power supply installed under requirements
of Section01503 "TemporaryFacilities." Will not use existing branch circuits to power fan units.
Testing the System: Will Test pressure differential system before any asbestos-containing material is wetted or rernoved.
After the Work Area has been prepared, the decontamination facility set up, and the fan unit(s) installe4 will start the unit(s)
(one at a time). Will Dernonstrate operation and testing of pressure differential system to Owner's Representative.
Will Dernonstrate Operation of the pressure differential system to the Owner's Representative will include, but not
be limited to, the following:
Plastic barriers and sheeting move lightly in toward Work Area,
HEIiRON@ Proiect No. 071l00E Page No. 19 luly 21,2000
Commercial Property, Antterir;'ail, 70 Condominium Units, 680 West trilshead Place, Vail, CO 81657
Asbestos Abatement Project Design @lan of Action)
Curtain of decontamination units move liehtlv in toward Work Area,
There is a noticeable movement of air throush the Decontamination Unit.
Will Use smoke tube to demonstrate air movement from Clean Room through Shower Room to Equipment Room.
Will Use smoke tubes to demonstrate a definite motion of air across ail areas in which work is to be performed.
Will Use a differential pressure meter or manometer to demonstrate the required pressure differential at every
barrier separating the Work Area from the balance of the building, equipment, ductwork or outside.
Will Modifu the Pressure Differential System as necessary to demonstrate successfully the above.
Use of Svstem During Abatement Operations: Will Start fan units before beginning work (before any asbestos-containing
material is disturbed). After abatement work has begun, will run units continuously to maintain a constant pressure
differential and air circulation until decontamination of the work area is complete. Will not turn off units at the end of the
work shift or when abatement operations temporarily stop.
Will not shut down air pressure differential system during encapsulating procedures, unless authorized by the
Ownels Representative in writing. Will supply sufficient pre-filters to allow frequent changes.
Will Start abatement work at a location farthest from the fan units and proceed toward them. If an electric power
failure occurs, will immediately stop all abatement work and will not resume until power is restored and fan units
are operating again.
At completion of abatement work, will allow fan units to run as specified under section 01711, to remo!'e airborne
fibers that may have been generated during abatement work and cleanup and to purge the Work Area with clean
makeup air. The units may be required to run for a longer time after decontamination, if dry or only partially wetted
asbestos material was encountered during any abatement work.
Dismantling the System: When a final inspection and the results of final air tests indicate that the area has been
decontaminated, fan units may be removed from the Work Area. Before removal from the Work Area, will remove and
properly dispose of pre-filter, decontaminate exterior of machine and seal intake to the machine with 6 mil polyethylene to
Drevent environmental contamination from the filters.
END OF SECTION - 01513
BE$TCOPY
A\'AM&F
Project No. 071l00E Page No. 20 July 2l, 2000
Commercial Property, AntldEt Vail,70 Condominium Units, 680 Weilnshead Placq Vail" CO 81657
Asbestos Abatement Project Design @lan of Action)
01 526 TEMPORARY ENCLOSURES
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Polvethvlene Sheet: Will provide flame-resistant reinforced polyethylene film that conforms to requirements set forth by the
National Fire Protection Association Standard 701, Small Scale Fire Test for Flame-Resistant Textiles and Films, if
required. Will provide largest size possible to minimize seams, 4.0, 6.0, or 10.0 mils thick as indicated.
Remove all removable fumiture and uncontaminated equipment and/or supplies: To be rernoved by Owner.
All other fixtures will be completely covered with trvo (2) layers of polyethylene sheeting, at least 6 mil in
thickness, securely taped in place with duct tape. Such fumiture and equipment shall be considered outside the
work area unless covering plastic or seal is breached.
Disable ventilating svstems: To be disabled by Contractor.
Lockout power to Work Area: To be locked out by Contractor.
Lockout power to circuits running t}rough work area: To be locked out by Contractor.
Emergency Exits: Will provide emergency exits and emergency lighting as set forth below:
At each existing exit door from the Work Area will provide the following means for emergency exiting:
Will arrange exit door so that it is secure from outside the Work area but pennits exiting from the Work Area.
Will mark outline of door on Primary and Critical Barriers with luminescent paint at least l" wide.
Will hang a razor knife on a string beside outline.
Will an"ange Critical and Primary barriers so that they can be easily cut with one pass of razor knife.
Will paint words "EMERGENCY E)OT' inside outline with luminescent paint in letters at least one foot high and
2" thick.
Control Access: Will isolate the Work Area to prevent entry by building occupants into Work Area or surrounding
controlled areas.
Locked Access: Will arrange Work Area so that the only access into Work Arca is through lockable doors to personnel and
equipment decontamination units.
Critical Barriers: Will completely separate the Work Area from other portions of the building, and the outside by closing all
openings with sheet plastic barriers at least 6 mil in thickness, or by sealing cracks leading out of Work Area with duct tape.
Will individually seal all ventilation openings (supply and exhaust), lighting fixtures, clocks, doorways, windows,
convectors and speakers, and other openings into the Work Area with duct tape alone or with polyethylene sheeting
at least 6 mil in thickness, taped securely in place with duct tape, which are to remain in place. Will maintain seal
until all work including Project Decontamination is completed. Will take care in sealing of lighting fxhues to avoid
melting or burning of sheeting.
IIERRON@ Proiect No. 071 l00E Page No. 2l July 2l,
Commercial Property, AntlerCrFail, T0 Condominiun Units, 680 West Eillshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
Wiil provide Sheet Plastic barriers at least 6 mil in thickness as required to seal openings completely from the Work
Area into adjacent areas. Seal the perimeter of all sheet plastic barriers with duct tape or spray cement. Will
mechanisally Support sheet plastic independently of duct tape or spray cement seals so that seals do not support the
weight of the plastic, where required.
Will provide Pressure Differential System per Section 0 I 5 1 3 .
Will clean housings and ducts of all overspray materials prior to erection of any Critical Barrier that will restrict
access.
Scaffolding: Will HEPA vacuum and wet clean area prior to scaffolding installation.
Will remove all electrical and mechanical items, such as lighting fixtures, clocks, diffirsers, registers, escutcheon
plates, etc. which cover any part of the surface to be worked on with the work.
Will clean all contaminated fumiture, equipment, and or supplies with a HEPA filtered vacuum cleaner or by wet
cleaning, as specified in Section 01712 Cleaning and Decontamination Procedures, prior to being moved or covered.
Will clean All Surfaces In Work Area with a IIEPA filtered vacuum or by wet wiping prior to the installation of
primary barrier.
Primary Barrier: Will protect building and other surfaces in the Work Area from damage from water and high humidity or
from contamination from asbestos-containing debris, slurry or high airborne fiber levels by covering with a primary barrier
as described below.
Sheet Plastic: Will protect surfaces in the Work Area with two (2) layers of plastic sheeting on floor, walls, and ceilings, or
as otherwise directed on the Contract Drawings or in writing by the Owner's Representative.
Will perform work in the following sequence:
Cover Floor of Work Area with 2 individual layers of clear polyethylene sheeting, each at least 6 mil in thickness,
turned up walls at least 12 inches. Form a sharp right angle bend at junction of floor and wall so that there is no
radius which could be stepped on causing the wall attachment to be pulled loose. Both spray-glue and duct tape all
seams in floor covering. Locate seams in top layer six feet from, or at right angles to, seams in bottom layer. Install
^* sheeting so that top layer can be removed independently ofbottom layer.
^ntr -;{fv6lpover Sheet Plastic in areas where scaffolding is to be used with a single layer of Ll2" CD){ plywood or l/4"
L\l\ t\trJ tempered hardboard. Wrap edges and corners of each sheet with duct tape. At completion of abatement work wrap
V1$Y plywood or hardboard with 2 layers of 6 mil polyethylene and move to next Work Area or dispose of as an asbestos-\- contaminated waste material in accordance with section 02084 of this specification.
Stairs and Ramps: Will not cover stairs or ramps with unsecured sheet plastic. Where stairs or ramps are covered with
plastic, will provide 3/4" exterior grade plywood treads securely held in place, over plastic. Will not cover mngs or rails
with any type of protective materials.
Repair of Damaged Polyethylene Sheeting: Will remove and replace plastic sheeting which has been damaged by removal
operations or where seal has failed allowing water to seep between layen. Will remove affected sheeting and wipe down
entire area. Install new sheet plastic only when area is completely dry.
Area: Will maintain isolation areas between the Work Area and adjacent building area.
Workl If the Critical or Primary barrier falls or is breached in any manner will stop work immediately. Will not start
until authorized in wdting by the Owner's Representative.
Project No. 071 1008 Page No. 22 July 21, 2000
Commercial Property, Artldtt Vail, 70 Condominium Units, 680 Weilnshead Place, Vrq CO 81557
Asbestos Abatement Project Design @lan of Action)
Extension of work area: If the Critical Barrier is breached in any manner that could allow the passage of asbestos debris or
airbome fibers, then will add aflected area to the Work Arc4 enclose it as required by this Section of the spocification and
decontaminate it as described in Section 0l7l l Project Decontemination.
Secondary barrier: Secondary layer ofplastic as a drop cloth to protect the primary layer from debris generated by the
asbestos abatement work is specified in the appropriate work sections.
END OF SECTION - 0T526
HFTI{RoN@ Project No. 071 looE Pagc No. 23 Iuly 21,2
Commercial Property, AntlerSFail, 70 Condominiun Units, 680 West Effishead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
01527 . REGULATED AREAS
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence ofthe work:
Secure work area from access by occupants, staff or users of the building. Accomplish this where possible, by locking
doors, windows, or other means of access to the area, or by constructing temporary wood stud and plywood barriers.
Demarcate each Regulated Area with a sheet plastic drop sheet as described below.
Post warning signs that carry the following legends:
Provide signs in both English and Spanish:
First Sim:
Provide warning signs at each locked door leading to the controlled area reading as follows:
Legend
KEEP OUT
Second Siprr:
Notation
3 inch Block
Setup and manag€ment of the controlled area is to be under the supervision of a OSTIA Competent Person as
described in Section 01043 Project Coordination - Asbestos Abatement.
Before start of work comply with requirernent for worker protection in section 01 560, and respiratory protection in
section 01562.
Do not allow eating, drinking, smoking, chewing tobacco or gum, or applying cosmetics in the Regulated Area.
Shut down any air handling equipment bringing air into or out of the Regulated Area.
Immediately inside the locked door and outside the controlled area post an approximately 20 inch by 14 inch manufactured
caution sign displaying the following legend with letter sizes and styles of a visibility required by 29 CFR 1926:
Leeend:
t$s;
DAI{GER
ASBESTOS
CANCER AND LI]NG DISEASE IIAZARD
RESPIRATORS AIYD PROTECTIYE CLOTIIING ARE REQUIRED IN TIIIS AREA
Where the controlled area is in a large area such as on part of a boiler room or open office area, delineate area with 3 inch
wide polyethylene ribbon with the printed waming, "CAUTION ASBESTOS REMOVAL". Install this ribbon at between
3 and 4 feet above the floor.
The following precautions and procedures have application to work of this section. Workers must exercise caution to avoid
release ofasbestos fibers into the air:
Proiect No. 071 1008 Page No. 24 July 21, 2000
Commercial Property, Antlilt Vail, 70 Condominium Units, 680 We*nshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
Clean any existing dust or debris from the floor and walls, and other surface in the immediate location of the work
prior to commencing work by damp-mopping or by use of a High Efficiency Particulate Air QIEPA) filtered
vacuum.
Cover floor in vicinity of Work Area and six (6) feet beyond, with 6 mil polyethylene drop sheet. Where work is
adjacent to wall, extend drop sheet up wall and secure at ceiling with duct tape. This drop sheet demarcates the
boundary ofthe Regulated Area.
Seal all openings, supply and exhaust vents, and convectors within ten (10) feet of the Work Area with 6 mil
polyethylene sheeting secured and completely sealed with duct tape.
Perfonn the work per the appropriate specification section while on plastic drop sheet.
Immediately remove any asbestos-containing debris which collects on the drop sheet eitlrer by using a TIEPA
vacuum or by spraying with amended water or removal encapsulant, collecting with wet paper towels, placing in a
disposal bag while still wet, and cleaning surface of plastic sheet with wet paper towels.
Complete the following at completion of work in an area before stepping
off drop sheet.
While standing on plastic sheet thoroughly HEPA vacuum ladder and any tools used and pass to worker
standing offsheet.
Worker standing off the sheet IIEPA vacuum thoroughly the worker standing on the sheet.
Worker on the sheet thoroughly HEPA vacuum all surfaces of the plastic sheet, bags, and any other items
on the sheet including his own feet.
If moving to the next Work Area in the same secured area: Worker on the drop sheet is to don clean foot covers,
placing each foot, in tum, off the sheet as the foot cover is put on. Rernove clean foot covers at the next Work Area
while standing on the sheet. Dispose of the used foot covers along with the plastic sheet at completion of work in
that area. Do not reuse foot covers to move off the sheet.
If work day is complete or if next Work Area is in another secured area: all workers remove paper suits tuming
them inside out while doing so. The person on the sheet step with each foot offthe sheet as the foot covers axe
removed.
Fold sheet and all its contents toward the center.
Place the sheet in a properly labeled disposal bag.
Neck down the bag and collapse it with the HEPA vacuum.
Twist the bag shut, bend over and seal with duct tape by wrapping around bag neck at least 3 times.
Clean all surfaces of the Work Area by use of a HEPA filter vacuum until no visible residue remains.
^/At completion of work require all workers to complete wet decontamination procedures in accordance with Section I
0 l560 Worker Protection - Asbestos-Abatement.
EI\D OF SECTION. Ol527
gnnnqN@ pmject No. 0711008 PageNo.25 .luly2l,20fI
Commercial Property, AntlerSFail 70 Condominium Units, 680 West Effishead Place, Vail CO 81657
Asbestos Abatement Project Design @lan of Action)
$
01529 . SMALL . SCALE SHORT - DURATION WORK
The Project Design @lan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSF{A, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Minor Work: Use provisions of this section when minor work is to be performed on asbestos-containing materials.
Will comply with Section 01526 - Temporary Enclosures if the quantities of asbestos-containing materials exceed local,
state or federal regulations, or if airborne fiber counts gernerated by the work exceed 0.1 fibers per cubic centimeter in the
breathing zone of the person perfonning the work.
Disturbance of Asbestos Containing Materials: Will use provisions of this section when the work involves disturbance of
but not removal of small areas of asbestos-containing materials.
Glove bag: provide minimum 6 mil polyethylene, polyvinylchloride or equivalent plastic sack, with two sealed inward
projecting long-sleeved gloves or mittens, preprinted with same waming notice as a disposal bag, equipped with a pouch for
storage of tools, with designated location for wand or HEPA vacuum wand, and sufficient capacity to hold removed
materials and pennit sealing as specified.
Garden Sprayer: Provide a hand pump type pressure-can garden sprayer fabricated out of either metal or plastic, equipped
with a metal wand at the end ofa hose that can deliver a stream or spray of liquid under pressure.
Will complete the following before start of work of this section:
01527 Regulated Areas
0 I 562 Respiratory Protection
01560 Worker Protection - Asbestos Abatement
Before beginning work with any material for which a Material Safety Data Sheet has been submitted will provide workers
with the required protective equipment. Will require that appropriate protective equipment be used at all tirnes.
Glove Bag:
Will remove asbestos-containing material inside a glove bag according to the following procedure:
Check pipe where the work will be performed. Wrap damaged (broken laggrng, hanging, etc.), pipe in 6 mil plastic
and "candy-stripe" with duct tape. Place one layer of duct tape around undamaged pipe at each end where the glove
bag will be attached.
Slit top of the glove bag open (if necessary) and cut down the sides to accommodate the size of the pipe (about two
inches longer than the pipe diameter).
Place necessary tools into pouch located inside glove bag. This will usually include: bone saw, utility knife, rags,
scrub brush, wire cutters, tin snips and pre-wetted cloth.
Place one strip ofduct tape along the edge ofthe open top slit ofglove bag for reinforcement.
Place the glove bag around section ofpipe to be worked on and staple top together through reinforcing duct tape.
Next, duct tape the ends ofglove bag to pipe itself, where previously covered with plastic or duct tape.
Project No. 071 1008 Page No. 26 July 21, 2000
Commercial Property, Antlillt Vail,70 Condominium Units, 680 Welonshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
Use smoke tube and aspirator bulb to test seal. Place tube into water sleeve (two-inch oparing to glove bag)
squeezing bulb and filling bag with visible smoke. Remove smoke tube and twist water sleeve closed. While
holding the water sleeve tightly, gently squeeze glove bag and look for smoke leaking out, (especially at the top and
ends of the glove bag). If leaks are found, tape closed using duct tape and re-test.
Insert wand from garden sprayer through water sleeve. Duct tape water sleeve tightly around the wand to prevent
leakage.
Thoroughly wet material to be worked on with amended water or removal encapsulant and allow to soak in. Wet
adequately to penetrate and soak material through to substrate.
One person places his hands into the long-sleeved gloves while the second person directs garden sprayer at the
work.
Use bone saw, if required, to cut insulation at each end of the section to be removed. A bone saw is a serrated heavy
gauge wire with ring-type handles at each end. Throughout this process, spray amended water or removal
encapsulant on the cutting area to keep dust to a minimum.
Remove insulation using putty knives or other tools. Place pieces in bottom of bag without dropping.
Rinse all tools with water inside the bag and place back into pouch.
Using scrub brush, rags and water, scrub and wipe down the exposed pipe.
Rernove water wand from water sleeve and attach the small nozzle from HEPA-filtered vacuum. Tum on the
vacuum only briefly to collapse the bag.
Rernove the vacuum nozzle, twist water sleeve closed and seal with duct tape.
From outside the bag, pull the tool pouch away from the bag. Place duct tape over twisted portion and tlen cut the
tool bag from the glove bag, cufting through the twisted/taped section. Contaminated tools may then be placed
directly into next glove bag without cleaning. Alternatively, tool pouch with the tools can be placed in a bucket of
water, opened underwater, and tools cleaned and dried. Discard rags and scrub brush with asbestos waste. If more
than one adjacent section of pipe is to be removed, glove bag may be loosened at each end and slid along the pipe to
the next section. ln this case, the tools may remain in the bag for continued use.
With removed insulation in the bottom of the bag, twist the bag several times and tape it to keep the material in the
bottom during removal of the glove bag from the pipe.
Slip a 6 mil disposal bag over the glove bag (still attached to the pipe). Remove tape or cut bag and open the top of
the glove bag and fold it down into disposal bag.
Clean all surfaces in the Work Area using disposable cloths wetted with water with surfactant or rernoval
encapsulant added. When these surfaces have dried, clean with a TIEPA filtered vacuum. Material adhered to a
surface with removal encapsulant may require the application of additional removal encapsulant to facilitate
::;:;""""'
rw:*
- :- :;''rduc'['ia'e *''"-,:'
{
Remove disposable suits and place these into bag with waste.
Collapse the bag with a HEPA vacuum twist top of bag, seal with at least 3 wraps of duct tape, bend
again with at least 3 wraps of duct tape.
HERRON@ project No. 07t 1008 Page No. 27
Commercial Property, Antler$lluail" 70 Condominium Units,680 West ffishead Place, Vail, CO 8f657
Asbestos Abatement Project Design @lan of Action)
Mini-Enciosures:
A Mini-Enclosure is any containment barrier small enough to restrict entry to the Asbestos Work Area to no more than two
workers, constructed around an area where small-scale, short duration Asbestos Abatement is to be performed. This system
will consist of airtight barriers to isolate the Work Area to prevent migration of air from the Work Area with an attached
separate Change Room. Worker decontamination will require a remote personnel decontamination unit.
Secondary-Enclosures:
A Secondary-Enclosure is a system of airtight barriers to isolate the Work Area to prevent migration of air from the Work
Area and consists of a small Work Room (typical larger projects consisting of non-friable ACM Materials, or friable ACM
Materials removed within Glove Bags) with an attached s€parate Change Room. Worker decontamination will require a
remote personnel decontamination unit.
Sequence of Work: Before beginning work of this sub-section will complete the following:
Isolation of area in accordance with Section 01527 Local Area Protection.
Construction of a personnel decontamination unit in accordance with Section 01563 Decontamination Units.
Work Room: Construct Work Room in the same manner as a Primary Barrier fabricated from 6 mil sheet plastic. An-ange
so that Primary Barrier provides both a Critical and Primary Barrier. Line walls and floor of Work Room with a continuous
Secondary Barrier.
Change Room: Provide an approximately 3'-0" by 3'-0" Change Room, with additional space as required for storage,
attached to each Work Room. Fabricate Change Room from 6 mil sheet plastic in the same manner as a Primary Barrier.
Locate so that access to Work Area is though Change Room.
Step Off Area: Cover floor in front of entry to Change Room with one layer of 6 mil sheet plastic. Securely anchor sheet
plastic to prevent slipping.
Flapped Door Construction: Provide flapped door as entry to Change Room and entry from Change Room to Work Room.
Fabricate each flapped door from overlapping contacting layers of sheet plastic. Fasten each layer on the top and one side.
Each flap is to be 3" longer than door opening. Reinforce free side and bottom of each sheet with duct tape. Altemate sides
that are fastened on each layer. Form arrows pointing to entry side from duct tape on inside and outside of door.
Simage: At entry to Change Room post an approximately 20 inch by 14 inch manufactured caution sign displaying the
following legend with letter sizes and styles of a visibility required by 29 CFR 1926:
LEGEND
$p DAI\GER
ASBESTOS
CANCER AI{D LTJNG DISEASE HAZARD
RESPIRATORS AIID PROTECTIVE CLOTHING ARE REQT]IRED
IN THIS AREA
Provide spacing between respective lines at least equal to the height of the respective upper line.
ofthe followine:
Section 01560 Worker Protection - Asbestos Abatement
Project No. 071 1008 Page No. 28 July 21, 2000
Commercial Property, Anfldtrt Vail,70 Condominium Units, 680 We$nshead Place, Vail CO 81657
Asbestos Abatement Project Design @lan of Action)
Section 0 1562 Respiratory Protection
Section 01513 Temporary Pressure Differential & Air Circulation System: IIEPA filtered vacuum cleaner with
vacuum in space outside Mini-Enclosure may be used for compliance with this section. Provide a minimum of 8 air
changes per hour in the Work Room.
Entrv to Work Room: Require that any time a worker enter the Work Room the following procedure is followed.
Outside of Change Room remove all street clothes and don cleau coveralls and respirator. A swim suit or second
disposable suit may be worn beneath outer coveralls.
Enter Change Room be sure that entry is completely closed.
Enter Work Room be sure that enky is completely closed.
Worker Decontamination: Require that any time a worker leaves the mini-Enclosure the following procedure be followed.
Maintain a bucket of clean potable water in the Work Area. Do not amend with a wetting agent.
Remove contaminated suit inside the Work Area. Leave respirator in place.
Wash hands, face and surface of respirator with water and wet paper towels. Use caution to avoid breaking seal
between respirator face- piece and face.
Proceed with respirator in place to Change Room.
Be sure that entry to Work Area is completely closed.
In Change Room don clean disposable suit leaving respirator in place.
Exit change room be sure that entry to Qhange Room is completely closed. Proceed to next Mini-Enclosue, or a
remote shower.
At end of work day decontaminate fully
describins Worker Protection.
Material Decontamination: Require that the following procedure be used in removing equipment and bagged debris from
the Work Room.
Three workers are required. One in the Work Room, one in the Change Room, and one on Step OffArea.
Equipment and bagged debris are to be removed from the Mini-Enclosure in separate operations.
Worker in Work Room cleans equipment and bagged debris and hands one piece of equipment or one bag of debris
at a time to worker in Change Room.
Worker in Change Room wet cleans each piece of equipment or bag and stores them in Change Room. Equipment
is sealed completely in 6 mil sheet plastic in the Change Room.
When the amount of stored material in the Change Room becomes large enough that the worker cannot cle
incoming material without contacting previously cleaned material the door between the Work and Clean Room
closed.
getnOl@ Projecr lto. 071 l00E
in accordance with procedures in appropriate specification section
Pag€ No. 29 July 21,20
Commercial Property, Antlerflail, 70 Condominium Units,680 West ffishead Place, Vail CO 81657
Asbestos Abatement Project Design @lan of Action)
The worker in the Changing Room then passes each item into a new disposal bag held open in the doorway between
the Changing Room and Step Off Area by the worker on the Step Off Area. The Worker on the Step Off Area
places each bag in a sealed cart for transport to the load out area. No bags are to be stored outside of the Mini-
Enclosure.
A1l bags are to be transported through the building in clean sealed containers that have never been in a asbestos
Work Area, Mini-Enclosure or decontamination unit.
Mini-Enclosure Decontamination: At completion of all work decontaminate the Work and Changing Rooms as set forth in
Section 0l7l I Project Decontamination for non-friable materials.
Work Procedures:
Prefomred Pipe lnsulation: Remove preformed pipe insulation either air cell (comrgated paper), plaster, or millboard
(layered cardboard) using the following procedures:
IIEPA vacuum the work site.
Wet surface with amended water or removal encapsulant.
Allow the amended water or removal encapsulant to soak in. If the insulation is the consistency of moist putty it
may be removed, otherwise inject more amended water or removal encapsulant and wait for it to soak in.
Slit jacket of the insulation at both lateral and annularjoints, cut metal bands and lower hto an asbestos disposal bag
held open below the pipe.
Clean the exposed pipe with wet decontamination procedures as specified in section 01712. Dispose of the rags or
paper towels in the disposal bag used above.
Collapse the bag with a TIEPA vacuum, twist top of bag, seal with at least 3 wraps of duct tape, bend over and seal
again with at least 3 wraps of duct tape.
Seal exposed ends ofremaining pipe insulation.
Job Molded Plaster Fitting Insulation: Thoroughly wet with amended water or removal encapsulant and allow to soak in.
Wet adequately to penetrate and soak material through to substrate.
Removal of Small Areas of Fheproofing or Architectural Finishes: Thoroughly wet affected area and 6" beyond with a
penetrating encapsulant. Allow to soak in.
Begin work when material is thoroughly saturated with a consistency similar to oatmeal.
Using wand of HEPA vacuum as a tool, remove material using a cookie-cutter motion so that all material is sucked
up by HEPA vacuum.
EIYD OF SECTION- 01529
Project No. 0711006
ffi'ffi;
Page No. 30 July 2l, 2000
Commercial Property, Antlllt Vail,70 Condominium Units,680 Wilonshead Place, VrU CO 81657
Asbestos Abatement Project Design (Plan of Action)
01560 WORKER PROTECTION . ASBESTOS ABATEMENT
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA" with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Worker Training: Trained, in accordance with 29 CFR 1926, all workers in the dangers inherent in handling asbestos and
breathing asbestos dust and in proper work procedures and personal and area protective mezrsures. Included but do not
limited to the topics covered in the course of the following:
Methods of recognizing asbestos
Health effects associated with asbestos
Relationship between smoking and asbestos in producing lung cancer
Nature of operations that could result in exposure to asbestos
lmportance of and instruction in the use of necessary protective controls, practices and procedures to minimize
exposure including:
Engineering controls
Work Practices
Respiraton
Housekeeping procedures
Hygiene facilities
Protective clothing
Decontamination procedures
Emergency procedures
Waste disposal procedures
Purpose, proper use, fitting, instructions, and limitations of respiraton as required by 29 CFR 1910.134
Appropriate work practices for the work
Requirements of medical surveillance program
Review of29 CFR 1926
Pressure Differential Systems
Work practices including hands on or on-job training
Personal Decontamination orocedures
Air monitoring, personal and area
Medical Examinations: Ilave submitted medical examinations for all workers who mav encounter an airbome fiber level of
0.1 f/cc or greater for an 8 hour Time Weighted Average. In the absence of specific airborne fiber data have providel
medical examinations for all workers who will enter the Work Area for anv reason. Examination at a minimum is to mc
OSIIA reouirements as set forth in 29 CFR 1926.
HERRoN@ Proiect No. 071l00E Page No. 3l Ivny 21,2
Commercial hoperty, AntlerSFai! 70 Condominium Units, 680 West ffishead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
AIIERA Accreditation: Have zubmitted copies of certificates from an EPA-approved AHERA Abatement Workers course
for each worker as evidence that each asbestos Abatement Worker is accredited as required by the AHERA Regulation 40
CFR 763 Appendix C to Subpart E, April 30, 1987.
State and Local License: Have submitted evidence that all workers have been trained, certifred and accredited as required by
state or local code or regulation.
Certificate Worker Acknowledgnent: Have submitted an original sigrred copy of the Certificate of Worker's
Acknowledgment per the Asbestos Abatement Specifrcations, for each worker who is to be at the job site or enter tfie Work
Area.
Report from Medical Examination: Have submitted within last 12 months as part of compliance with OSIIA medical
surveillance requirements for each worker who is to enter the Work Area. Have submitted at a minimum, for each worker
the following:
Name and Social Security Number
Physicians Written Opinion from examining physician including at a minimum the following:
Whether worker has any detected medical conditions that would place the worker at an increased risk of material
health impairment from exposure to asbestos.
Any recommended limitations on the worker or on the use of personal protective equipment such as respirators.
Statement that the worker has been informed by the physician of the results of the medical examination and of any
medical conditions that may result from asbestos exposure.
Copy of information that was provided to physician in compliance with 29 CFR 1926
Statement that worker is able to wear and use the type of respiratory protection proposed for the project, and is able
to work safely in an environment capable of producing heat shess in the worker.
Protective Clothing:
Coveralls: Will provide disposable fuIl-body coveralls and disposable head covers, and require that they be wom by all
workers in the Work Area. Will provide a suffrcient number for all required changes, for all workers in the Work Area.
Boots: Will provide work boots with non-skid soles, and where required by OSHA" foot protectives, for all workers. Will
provide boots at no cost to workers. Will paint uppers of all boots red with waterproof enamel. Will not allow boots to be
rernoved from the Work Area for any reason, a1ftsr being contaminated with asbestos-containing material. Will dispose of or
bag boots as asbestos-contaminated waste at the end of the work.
Hard Hats: Will provide head protectives (hard hats) as required by OSHA for all workers, and provide 4 spares for use by
Owner's Representative, Project Administrator, and Owner. Will label hats with same waming labels as used on disposal
bags. Will require hard hats to be wom at all times that work is in progress that may potentially cause head injury. Will
provide hard hats of type with plastic strap type suspension. Will require hats to remain in the Work Area throughout the
work. Will thoroughly clean, decontaminate and bag hats before removing them from Work Area at the end of the work.
Goggles: Will provide eye protectives (goggles) as required by OSHA for all workers involved in scraping, spraying, or any
other activity which may potentially cause eye injury. Will thoroughly clean, decontaminate and bag goggles before
removing them from Work Area at the end of the work.
HERRON@ Project No. 071 l00E Page No. 32 July 21,2000
Commercial Property, Antldllt Vail,70 Condominium Units, 680 We$nshead Place, Vait CO 8f657
Asbestos Abatement Project Design @an of Action)
Gloves: Will provide work gloves to all workers and require that they be wom at all times in the Work Area. Will not
remove gloves from Work Area and dispose of as asbestos-contaminated waste at the end of the work.
Additional Protective Equipment: Respirators, disposable coveralls, head covers, and footwear covers sball be provided by
the Contractor for the Owner, Owner's Representative, Project Administrator, and other authorized representatives who may
inspect the job site. Will provide two (2) respirators and six (6) complete coveralls and" where applicable, six (6) respirator
filter changes per day.
General: Will provide worker protection as required by the most stringent OSHA and/or EPA standards applicable to the
work. The following procedures are minimums to be adhered to regardless of fiber count in the Work Area.
Each time Work Area is entered remove all street clothes in the Changing Room of the Personnel Decontamination
Unit and put on new disposable coverall, new head cover, and a clean respirator. Proceed through shower room to
equipment room and put on work boots.
Decontamination Procedures:
1/2 Face Air-Purifoing Respirators: Will require that all workers use the following decontamination procedure as a
minimum requirement whenever leaving the Work Area:
When exiting are4 remove disposable coveralls, disposable head coven, and disposable footwear covers or boots in
the equipment room.
Still wearing respirators, proceed to showers. Showering is mandatorv. Care must be taken to follow reasonable
procedures in removing the respirator to avoid asbestos fibers while showering. The following procedure is required
as a minimum:
Thoroughly wet body including hair and face. If using a Powered Air-Purifying Respirator (PAPR) hold blower
unit above head to keep canisters dry.
With respirator still in place thoroughly wash body, hair, respirator face piece, and all parts of the respirator exce.pt
the blower unit and battery pack on a PAPR. Pay particular attention to seal between face and respirator and under
straps.
Take a deep breath, hold it and/or exhale slowly, completely wet hair, face, and respirator. While still holding
breath, remove respirator and hold it away from face before starting to breath.
Carefully wash facepiece of respirator inside and out.
If using PAPR: shut down in the following sequencg first cap inlets to filter cartridges, then tum off blower unit
(this sequence will help keep debris which has collected on the inlet side of filter from dislodging and contaminating
the outside of the unit). Thoroughly wash blower unit and hoses. Carefully wash battery pack with wet rag. Be
extrernely cautious of getting water in battery pack as this will short out and destroy battery.
Shower completely with soap and water.
Rinse thoroughly.
Rinse shower room walls and floor prior to exit.
Proceed from shower to Changing Room and change into street clothes or into new disposable work items.
HERRoN@ Pmject No. 0711008 Page No. 33 July 21,2000
Commercial Property, Antler*ai! 70 Condominium U
Asbestos Abatement Project Design (Ptan of Action)
Within Work Area: Will require that workers NOT eat, drink, smoke, chew tobacco or gum, or apply cosmetics in the Work
Area. To eat, chew, drink or smoke, workers shail follow the procedure described above, then dress in street clothes before
entering the non-Work Areas of the building.
Certificate Of Workefs Acknowledgnent: After each worker has been included in the Contractor's Respiratory Protection
Program, completed the training program and medical examination, will secure a firlly executed copy of this form.
END OF SECTION. 01560
TGRRON@ Projecr No. 0711008 Page No- 34 July 21, 2000
Commercial Property, Antld;t VaU 70 Condominium Units,680 Weilonshead Place, Vail CO 81657
Asbestos Abatement Project Design @an of Action)
01 562 RESPIMTORY PROTECTION
The Project Design @lan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of tle work:
Description Of Work: Have instructed and trained each worker involved in asbestos abatement or maintenance and repair of
friable asbestos-containing materials in proper respiratory use and require that each worker always wear a respirator,
properly fitted on the face in the Work Area from the start of any operation which may cause airborne asbestos fibers until
the Work Area is completely decontaminated. Will use respiratory protection appropriate for the fiber level encounter€d in
the work place or as required for other toxic or oxygen-deficient situations encountered.
Standards: Where there is a conflict in requirements set forth in these regulations and standards, will meet the more
stringent requirement:
OSI{A-U.S. Department of Labor Occupational Safety and Health Administration, Safety and Health Standards 29
CFR 1910, Section 1001, Section l34,and Section29CFR 1926.1101.
CGA-Compressed Gas Association, [nc., New York, Pamphlet G-7, "Compressed Air for Human Respiration", and
Specification G-7.1 "Commodity Specification for Airu.
CSA-Canadian Standard Association, Rexdal, Ontario, Standard Zl80.l-1978, "Compressed Breathing Air".
ANSI-American National Standard Practices for Respiratory Protection, ANSI 288.2-1980.
MOSH-National lnstitute for Occupational Safety and Health
MSHA-Mine Safety and Health Administration
Air Purifuing Respirators:
Respirator Bodies: Will provide, at a minimum, Half face type respirators.
Filter Cartridges: Will provide, at a minimum, IIEPA type filten labeled with MOSH and MSHA Certification for
"Radionuclides, Radon Daughters, Dust, Fumes, Mists including Asbestos-Containing Dusts and Mists" and color coded in
accordance with ANSI 2228.2 (1980).In addition, a chemical cartridge section may be adde4 if require4 for solvents, etc.,
in use. ln this case, will provide caruidges that have each section of the combination canister labeled with the appropriate
color code and MOSIVMSIIA Certification.
Respiratorv Protection Pro!tram: Will comply with ANSI 288.2-1980 "Practices for Respiratory Protection'r and OSHA 29
CFR 1910 and 1926.
Will require that respiratory protection be used at all times that there is any possibility of disturbance of asbestos-
containing materials whaher intentional or accidental.
Will require that a respirator be worn by anyone in a Work Area at all times, regardless of activity, during a period
that starts with any operation which could cause airborne frbers until the area has been cleared for re-occupancy in
accordance with Section 01714.
Regardless of Airbome Fiber Levels: Will require that the minimum level of respiratory protection used be l/2 Face
Air Purifying Negative Pressure Respirator with high efficiency filters.
Will not allow the use of single-use, disposable, or quarter-face respirators for any purpose.
HEI(RON@ Ibiect No. 07 I I 008 Page No. 35 Iuly 21,2000
Commercial Property, Antler$Fail, 70 Condominium Units, 680 West Efhshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
Fit Testing:
Initial Fitting: Will provide initial htting of respiratory protection during a respiratory protection course of training. Will fit
types of respirator to be actually worn by each individual. Will allow an individual to use only those respirators for which
training and fit testing has been provided.
On a Weekly Basis: Will check the fit of each worker's respirator by having initant smoke blown onto the respirator from a
smoke tube.
Upon Each Wearing: Will require that each time an air-purifying respirator is put on it be checked for fit with a positive and
negative pressure fit test in accordance with the manufacturer's instructions or ANSI 288.2 (1980).
Twe Of Respiratory Protection Required: Will provide Respiratory Protection as indicated in the Asbestos Abatement
Specifications:
minimum, Half Face Air Puriffing Negative Pressure Respirator with high efficiency filters:
Permissible Exposure Limit (PEL):
Fibers: For purposes of this section, fibers are defrned as all fibers regardless of composition as counted in the OS[{A
Reference Method (ORM), or MOSH 7400 procedure.
Time Weighted Average (TWA) - 0.1 fibers/cubic centimeter
Respiratory Protection Factor:
Respirator Type Protection Factor
AirPurifoing: l0
Negative pressure respirator
High efficiency filter
Half facepiece
Powered Air Puriffing (PAPR): 50
Positive pressure respirator
High efficiency filter
Full facepiece
Air Purifuing Respirators: Negative Pressure air purifuing half face mask:
Negative pressure - half or flrll face mask Will supply a sufficient quantity of respirator filters approved for
asbestos, so that workers can change frlters during the work day. Will require that respirators be wet-rinsed, and
filters discarded, each time a worker leaves the Work Area. Will require that new filters be installed each time a
worker re-enters the Work Area. Will store respirators and filters at the job site in the changng room and protect
totally from exposure to asbestos prior to their use.
Powered Air Purifoing Respirators: Powered air purifuing full face mask:
Will supply a sufficient quantity of high efficiency respirator filters approved for asbestos so that workers can
change filters at any time that flow through the face piece decreases to the level at which the manufacturer
recommends filter replacement. Will require that regardless of flow, filter cartridges be replaced after 40 hours of
use. Will require that HEPA elements in fiiter cartridges be protected from wetting during showering. Will require
entire exterior housing of respirator, including blower unit, frlter cartridges, hoses, battery pack, face maslg belt, and
nennou@ erolect No. 071 1008 Page No. 36 .luly 21, 2000
Commencial Property, AntliltvrU 70
Asbcctoc Abatemed Project Dccign @an of
cords, be washed each time a wo'rter leaves the Worlc Area. Caution lhould be uscd to avoid shorting ba0cry peck
dudng washing. Will provide an €rdra battery pack for each rcryintc so tlat one can be charging whih @p is in
use.
;
Respirattr\, Protection Propram: Ilave gubmitted complete form "Reqrirdory Pnotection Prrogramr', idiqding tlT€ of
respiratory pnotection proposed for each portim ofthe wort.
EI\IDOTSECTION -0156t
nnnnON@ nolct tto. 0?l 1008 Prjc No. 37 fuly 2t, 2000
Commercial Property, Antlerilail,70 Condominium Units, 680 West ilshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
01 563 DECONTAMINATION UNITS
The Project Design (Plan of Action) and asbestos abaternent work practices subrritted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Polyethvlene Sheet: Will provide flame resistant reinforced polyethylene film that conforms to requirements set forth by the
National Fire Protection Association Standard 701, Small Scale Fire Test for Flame-resistant Textiles and Films, if required.
Will provide largest size possible to minimize searns, 4.0,6.0, or 10.0 mil thick as indicated, frosted or black as indicated.
Duct Tape: Will provide duct tape in 2" or 3" widths as indicated, with an adhesive which is formulated to stick
aggressively to sheet polyethylene.
Sprav Adhesive: Will provide spray adhesive in aerosol cans which is specifically forrnulated to stick tenaciously to sheet
polyethylene.
Shower Pan: Will provide one piece waterproof shower pan 4' x 8' by 6" deep. Fabricate from seamless fiberglass
minimum li 16" thick reinforced with wood.
Shower Walls: Will provide 3'long by approximately 7'high walls fabricated from rigid, impervious, waterproof material,
either comrgated frberglass roofing or equivalent. Will structurally support as necessary for stability.
Shower Head and Controls: Will provide a factory-made shower head producing a spray of water which can be adjusted for
spray size and intensity. Wilt feed shower with water mixed from hot and cold supply lines. Will arrange so that control of
water temperature, flow rate, and shut offis from inside shower without outside aid.
Filters: Will provide cascaded filter units on drain lines from showers or any other water source carrying asbestos-
contaminated water from the Work Area. Will provide units with disposable filter elements as indicated below. Will
cornect so that discharged water passes primary filter and output of primary filter passes through secondary filter.
Primary Filter - Passes particles 20 microns and smaller
Secondary Filter - Passes particles 5 microns and smaller
Sump Pump: Will provide totally submersible waterproof sump pump with integral float switch. Provide unit sized to
pump 2 times tle flow capacity of all showers or hoses supplying water to the sump, tbrough the filters specified herein
when they are loaded to the extent that replacement is required. Will provide unit capable of pumping debris, sand, plaster
or other materials washed off during decontamination procedures without damage to mechanism of pump. Will adjust float
switch so that a minimum of 3" remains between top of liquid and top of sump pan.
Persorurel Decontamination Unit: Will provide a Personnel Decontamination Unit consisting of a serial arrangement of
connected rooms or spaces, Changing Room, Drying Room, Shower Room, Equipment Room. Will require all persons
without exception to pass through this Decontamination Unit for entry into and exiting fiom the Work Area for any purpose.
Will not allow parallel routes for entry or exit. Will not remove equipment or materials tfuough Personnel Decontamination
Unit. Will provide temporary lighting within Decontamination Units as necessary to reach a lighting level of 100 foot
candles.
Changing Room (clean room): Will provide a room that is physically and visually separated from the rest of the building for
the purpose of changing into protective clothing.
Will constnrct using polyethylene sheeting, at least 6 mil in thickness, to provide an airtight seal between the
Changing Room and the rest of the building.
Will locate so that access to Work Area from Changing Room is through Shower Room.
HERRON@ Project No. 071 l00E Page No. 3E July 21,2000
Commercial Property, Anttdlt Vail, 70 Condominium Units, 680 Wefoushead Place, Vail CO 81657
Asbestos Abatement Project Design @lan of Action)
Will separate Changing Room from the building by a sheet plastic flapped doorway.
Will require workers to rernove all sbeet clothes in this room, dress in clean, disposable coveralls, and don
respiratory protection equipment. Will not allow asbestos-contaminated items to enter this room. Will require
Workers to enter this room either from outside the structure dressed in street clothes. or naked from the showers.
Will maintain floor of changing room dry and clean at all times. Will not allow overflow water from shower to wet
floor in changing room.
Will damp wipe all surfaces twice after each shift change with a disinfectant solution.
Will provide posted information for all emergency phone numbers and procedures.
Will provide I storage locker per anployee.
Drying Room: Will provide a drying room as an airlock and a place for workers to dry after showering.
Will separate from Changing Room by a sheet plastic flapped doorway.
Will provide a continuously adequate supply of disposable bath towels.
Will provide a rigid, tight-sealing hinged door between Drying Room and Clean Room. Arrange so that there is a
sensible movement of air from clean room through breathing zone of worker in Shower and Drying Room toward
Equipment Room.
Shower Room: Will provide a completely watertight operational shower to be used for bansit by cleanly dressed workers
heading for the Work Area from the Changing Room, or for showering by workers headed out of the Work Area after
undressing in the Equipment Room.
Will construct room by providing a shower pan and 2 shower walls in a configuration that will cause water running
down walls to drip into pan. Will install a freely draining wooden floor in shower pan at elevation of top of pan.
Will separate this room from the rest of the building with airtight walls fabricated of 6 mil polyethylene.
Will separate this room from the Drying Room airtight walls fabricated of 6 mil polyethylene.
Will provide shower head and controls.
Will provide temporary extensions of existing hot and cold water and drainage, as necessary for a complete and
operable shower.
Will provide a soap dish and a continuously adequate supply of soap and maintain in sanitary condition.
Will arrange so that water from showering does not splash into the Changing or Equipment Rooms.
Will arrange water shut off and drain pump operation controls so that a single individual can shower without
assistance from either inside or outside of the Work Area.
Will pump waste water to drain, provide 20 micron and 5 micron waste water filters in line to drain. Will change
filters daily or more often if necessary. Will locate filters inside shower uoit so tlat water lost during filter changes
is caught by shower pan.
HEITRON@ Pmject No. 0711008 Page No. 39 July 21, 2000
Commercial Property, AntlersFail, T0 Condominium Units,680 West ffinshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
Equipmenl Room (contaminated area): Wiil require work equipment, footwear and additional contaminated work clothing
to be left here. This is a chanee and transit area for workers.
Will separate this room from the Work Area by a 6 mil polyethylene flapped doorway.
Will separate this room from the rest of the building with airtight walls fabricated of 6 mil polyethylene.
Will separate this room from the Shower Room and Work Area with airtight walls fabricated of 6 mil polyethylene.
Will provide a drop cloth layer of sheet plastic on floor in the Equipment Room for every shift change expected.
Will roll drop cloth layer of plastic from Equipment Room into Work Area after each shift change. Will replace
before next shift change. Will provide a minimum of two (2) Iayers of plastic at all times. Will use only ciear
plastic to cover floors.
Work Area: Will separate Work Area from the Equipment Room by polyethylene barriers. If the airbome asbestos level in
the Work Area is expected to be high, as in dry removal, will add an intermediate cleaning space between the Equipment
Room and the Work Area. Will damp wipe clean all surfaces after each shift change. Wiil provide one additional floor
layer of6 mil polyethylene per shift change and remove contaminated layer after each shift.
Decontamination Sequence: Will require that all workers adhere to the following sequence when entering or leaving the
Work Area.
Entering Work Area: Worker enters Changing Room and removes street clothing, puts on clean disposable overalls
and respirator, and passes tbrough the Shower Room into the Equipment Room.
Any additional clothing and equipment left in Equipment Room needed by the worker are put on in the Equipment
Room.
Worker proceeds to Work Area.
Exiting Work Area: Before leaving the Work Area, will require the worker to remove all gross contamination and
debris from overalls and feet.
The worker then proceeds to the Equipment Room and removes all clothing except respiratory protection
equipment.
Extra work clothing such as boots, hard hats, goggles, gloves are to be stored in contaminated end ofthe Equipment
Room.
Disposable coverails are placed in a bag for disposal with other material.
Will require that Decontamination procedures found in Section 01560 be followed by all individuals leaving the
Work Area.
After showering, the worker moves to the Changing Room and dresses in either new coveralls for another entry or
street clothes if leavins.
Equipment Decontamination Unit:
Load-out Area: The load-out area is the transfer area from the building to a truck or dumpster.
room or loadine dock area. Will erect Critical and Primarv barriers as described in Section
Enclosures" in load-out area.
HERRON@ Itoiect No. 0711008
It will be a separate
01526 "Temporary
July 2l, 2000Page No. 40
Commercial Property, Antlekt Vait 70 Condominium Units, 680 WeJlllonshead Place, Vailo CO 81657
Asbestos Abatement Project Design (Plan of Action)
During transfer of material from load-out ar€a erect primary barriers as described in Section 01526 "Temporary
Enclosures" as necessary to seal path from load-out area to truck or dumpster.
Decontamination Sequence: Will take all equipment or material from the Work Area through the Equipment
Decontamination Unit according to the following procedure:
Will thoroughly wet clean contaminated equipment or sealed polyethylene bags and pass into Wash Room.
When passing equipment or containers through the load out, will close all doorways of the Equipment
Decontamination Unit. Will keep all outside personnel clear of the Equipment Decontamination Unit.
When cleaning is complete will pass items into Holding Room. Will close all doorways except the doorway
between the Holdine room and the Clean Room.
Workers from the building exterior will enter ll6lrling Area and remove decontarninated equipment and./or
containers for disposal.
Will require these workers to wear full protective clothing and appropriate respiratory protection.
At no time is a worker from an uncontaminated area to enter the enclosure when a removal worker is inside.
Construction Of The Decontamination Units:
Walls and Ceiling: Will construct airtight walls 31d qslling using polyethylene sheeting, at least 6 mil in thickness.
Will attach to existing building components or a temporary framework.
Floors: Will use 2 layers (minimum) of 6 mil polyethylene sheeting to cover floors in all areas of the
Decontamination Units. Will use only clear plastic to cover floors.
Flap Doors: Will fabricated from t}ree (3) overlapping sheets with openings a minimum of three feet (3') wide.
Will configure so that sheeting overlaps adjacent surfaces. Will weigh sheets at bottoms as requted so that they
quickly close after being released. Will put arrows on sheets to indicate direction of overlap and./or travel. Will
provide a minimum of six feet (6') between entrance and exit of any room. Will provide a minimrrm of t}ree feet
(3') between doors.
Electrical: Will provide subpanel at Changing Room to accommodate all removal equipment. Will power subpanel
directly from a building electrical panel. Will connect all electrical branch circuits in Decontamination unit and
particularly any pumps in shower room to a ground-fault circuit protection device.
Cleaning Of Decontamination Units: Will clean debris and r€sidue from inside of Decontamination Units on a daily basis or
as otherwise indicated on Contract Drawings. Will damp wipe or hose down all surfaces after each shift change. Will clean
debris from shower pans on a daily basis.
If the Changing Room of the Personnel Decontamination Unit becomes contaminated with asbestos-containing
debris, will abandon the entire Decontamination Unit and erect a new Decontamination Unit. Will use the fonner
Changing Room as an inner section of the new Equipment Room.
Sipcrs: Will post an approximately 20 inch by 14 inch manufactured caution sign at each entrance to the Work Area
displaying the legend with letter sizes and styles ofa visibility required by 29 CFR 1926.
END OF SECTION. 01563
HERRON@ koi€ct No. 071 1008 Page No. 4l July 21, 2000
Commercial Property, AntlerstVail, T0 Condominium Units, 680 West Xilhshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
CONTAINMENT
Decontamination
Unit
2 Stage Load Out
Shower
Decontamination/Load out u nits
fffnnON@ Proiect No. 0711008 Page No. 42 luly 21, 2000
Commercirl hoperfy, Antlilt Vail, 70 Condoninium Unih, 6E0 W
Asbcctos Abatenqt Prolect Dedg! (Plan o,f Action)
01701 PROJECTCLOSEOUT
The Pr,oject Desip @lan of Action) and asbestos abatement work practices srbmitted by Contracto is in accordmoe with
the requirements in OSHA with aod in addition to the Asbestos Abatement Specifications, and in rcordmce with tbc Bkl
Submittals, listed here according !o the sequence oftbe work:
Per Asbestos Abatement Specifications.
END OF SECIION O17OI
HEITRON(8 ftojcct No. 07 l I ooE PaSF l{o. 43 July 21, 20m
Commercial Property, AntlerslFail, T0 Condominium Units, 680 West Effishead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
01 71 1 PROJECT DECONTAMINATION
The Project Design (PIan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
General:Decontamination of the Work Area followins asbestos abatement.
If the asbestos abatement work is on damaged or friable materials the work is a four step procedure with two
cleanings of the Primary Barrier plastic prior to its removal and two cleanings of the room surfaces to remove any
new or existing contamination. Unless specifically indicated otherwise al1 materials are considered damaged or
friable for purposes of this section.
ln all cases operation of the pressure differential system will be used to remove airbome hbers generated by the
abatement work.
First Cleaning: Will carry out a first cleaning of all surfaces of the work area including items of remaining sheeting, tools,
scaffolding and/or staging by use of damp-cleaning and mopping, and/or a High Efficiency Particulate Air (HEPA) filtered
vacuum. (Note: A HEPA vacuum may fail if used with wet material.) Will not perform dry dusting or dry sweeping. Will
use each surface of a cleaning cloth one time only and then dispose of as contaminated waste. Will continue this cieaning
until there is no visible debris from removed materials or residue on plastic sheeting or other surfaces, at which time
encapsulation ofthe substrate (lockdown) will occur.
Will remove All Filters in Air Handling System(s) and dispose of as asbestos-containing waste in accordance with
requirements of Section 02084 Disposal of Asbestos-Containing Waste Material.
Will use oscillating fans as necessary to assure circulation of air in all parts of work areas during this period. Will
maintain Pressure Differential System in operation for the entire air change period.
Second Cleaning: Will carry out second cleaning of all surfaces of the work area in the same ma ter as the previous
cleaning.
Will remove All Filters in Air Handling System(s) and dispose of as asbestos-containing waste in accbrdance with
requirernents of Section 02084 Disposal of Asbestos-Containing Waste Material.
Will use oscillating fans as necessary to assure circulation of air in all parts of work areas during this period. Will
maintain Pressure Differential System in operation for the entire air change period.
Final Cleaning: Witl carry out a final cleaning of all surfaces in the Work Area in the same manner as the previous cleaning.
Will wait the entke air change period to allow F{EPA frltered fan units to clean air of airbome asbestos fibers. Will
use oscillating fans as necessary to assure circulation of air in all parts of work areas during this period. Will
maintain pressure differential system in operation for the entire air change period.
Visual Inspection: after the entire air change period and Final Cleaning will perform a Complete Visual Inspection of the
entire Work Area including: all surfaces, ceiling, walls, floor, decontamination unit, all plastic sheeting, seals over ventila-
tion openings, doorways, windows, and other openings; will look for debris from any sources, residue on surfaces, dust or
other matter. If any debris, residue, dust or other matter is found will repeat final cleaning and continue decontamination
procedure from that point. When the area is visually clean, no debris, residue, dust or other material is found, will complete
the certification per the Asbestos Abatement Specifications. Visual inspection is not complete until confirmed in writing, on
the certification, by Project Administrator.
HERRON@ Proi€ct No. 0711008 Page No. ,14 July 21, 2000
Commercial Properfy, Antle'Flt Vail, 70 Condominium Unit$, 680 Weilonshead Placg Vail, CO 81657
Asbestos Abatement hoject Design (Plan of Action)
Removal Of Work ArEa Isolation: After all requirements of this section and Section 01714 Work Area Clearance have been
met:
Will shut down and remove the Pressure Differential System. Will seal IIEPA filtered fan units, IIEPA vacuums
and similar equipment with 6 mil polyethylene sheet and duct tape to fomr a tight seal at intake end before being
moved from Work Area.
Will remove Personnel Decontamination Unit.
Will remove the Critical Barriers separating the Work Area from the rest of the building.
Will remove all equipment, materials, debris from the work site.
Will dispose of all asbestos-cotrtaining waste material as specified in Section 02084 Disposal of Asbestos
Qs66ining Waste Material.
EIYD OF SECTION - Or7ll
HERRON@ Pmieot No. 071 1008 Page No. 45 July 21,2000
Commercial Properfy, AntlersU[zail,70 Condominium Units,680 West Effishead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
01714 WORK AREA CLEARANCE
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirernants in OSFIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Contractor Release Criteria: Per Asbestos Abatement Specifrcations.
The Asbestos Abatement Work Area is Cleared when the Work Area is visually clean and airbome asbestos structure
concentrations have been reduced to the level soecified in the Asbestos Abatement Specifications. and as follows:
Visual Inspection:
Work of this Section wili not begin until the visual inspection described in Section 01711 Project Decontamination is
complete and has been certihed by the Project Administrator.
Air Monitoring:
To detemrine if the elevated airborne asbestos structue concentration encountered during abatement operations has been
reduced to the specified level, the Owner will secure samples and analyze them according to the following procedures.
PCM samples and analysis will be performed, unless TEM samples and analysis is otherwise indicated in Section
01013 Summary of Work - Asbestos Abatement.
Aggressive sampling procedures as described below will be followed.
PCM samples will be secured as indicated below. If the area meets the clearance criteria TEM (if required)
sampling will proceed.
Aggressive sampling procedures will be repeated.
Schedule of Samples:
General: The number and volume of air samples taken and analytical methods used by the Owner will be in accordance
with the following schedule. Sample volumes given may vary depending upon the analyical instruments used.
Phase Contrast Microscopy:
ln each homogeneous Work Area after completion of all cleaning work, a minimum of 7 samples will be taken and analyzed
as follows:
Samples will be collected on 25 mm. cassettes with the following filter media:
PCM: 0.8 mixed cellulose ester in a cassette with a conductive extension cowl.
In each Work Area after completion of all cleaning work, a minimum of 7 samples will be taken and analyzed as
follows:
Page No. 46 July 2l, 2000
Commercial Property, Antleltf,t Vail, 70 Condominium Units,680 W Place, Vail, CO 81657
Asbestos Abatement Project Design @lan of Action)
:
:
, Eaih *oi. arii;:or'Each Room of Work
Area
Location Sampled
Appmximate
Volune
(Liters)
1,300
I,300
I
(5 min.)
No of Samples
0.0r
Analytical
Sensitivity
1- 10
l-10
Work Area Blank 0.01 0 open for 30
seconds
I n nl
Analysis: Fibers on each filter will be measured using the NIOSH Method 7400 entitled "Fibers" published in the
MOSH Manual of Analytical Methods, or the OSHA Reference Method (ORM) (29 CFR 1926.1 101 Appendix A).
Fibers: referred to in this section include fibers regardless of composition as counted by the phase contrast
microscopy method used.
Split Sample: One Work Area sample may be split and both halves analyzed separately for duplicate analysis.
Release Criteria: Decontamination of the work site is complete when every Work Area sample is at or below the
Detection Limit above. If any sample is above the Detection Limit then the decontamination is incomplete and
recleaning per section 0 l7 I I Project Decontamination is required.
Transmission Electron Microscopy
In each Work Area after completion of all cleaning work, a minimum of *13 samples will be taken and analyzed as
follows (if required):
seconds
Outside Blank 0.005 open for 30
seconds
Do Not Open
* 13 Samples utilized in accordance with AHERA protocol in Schools, and is obtained at a Rate between 1- l0 Liters Per
Minute. Where TEM analysis is used as the Release Criteria in Facilities other than Schools, 5 samples will be obtained
from Each Work Area, and may be obtained at a Rate between l-14 Liters Per Minute.
Analysis will be performed using the analysis method set forth in the AHERA Regulation 40 CFR Part 763 Appendix A.
Asbestos Structures referred to in this Section include asbestos fibers, bundles, clusters or matrices, as defined by
method of analysis.
Release Criteria: Decontamination of the work site is complete if either of the followine two sets of conditions are met:
Work Area Samoles are below filter backsround levels
HERRON@ Pmject No. 071 1008 Page No. 47 July 21, 2000
Commercial hoperty, AntlerCFail, 70 Condominium Units, 680 West filhshead Place, Vail" CO 81657
Asbestos Abatement Project Design (Plan of Action)
All Work Area sarnple volumes are greater than I , 199 liters for a 25 mm. sampling cassette.
The average concentration of asbestos of the five Work Area Samples does not exceed the filter background
level of 70 structures per square millimeter of filter area.
Work Area Samples are not statistically diflerent from Outside samples
All sample volumes except for blanks are greater than 560 liters for a25 mm. sampling cassette.
The average asbestos concentration of the three blanks is below the filter background level of70 structures per
square millirneter of filter area.
Average asbestos concentrations in Work Area Samples are not statistically different from Outside sirmples, as
deterrnined by the Z-test calculation found in 40 CFR Part 763, Subpart E, Appendix A (Z is less that or equal to
1.65)
Ifthese conditions are not met then the decontamination is incomplete, repeat the cleaning procedures of this section.
Terrnination of Aaalysis: if the arithmetic mean (average) asbestos concentration on the blank f,lters exceed 70
structures per square millimeter of filter area the analysis will cease and new samples collected.
END OF SECTION - 01714
HERRON@ Pmject No. 0711008 Page No. 48 July 21,2000
Commercial Property, AntlelFf,t Vail,70 Condominium Units, 680 Weiilonshead Plrce, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
02062 . NON.ASBESTOS DEMOLITION
The Project Design (PIan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abaternent Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Extent of non-asbestos selective demolition work is indicated on drawings.
Non-Asbestos Demolition Work: Non-asbestos demolition requfues the selective removal and subsequent off site disposal of
the following non-asbestos containing installations:
l. All components of the structure as indicated on drawings and as required to accommodate new construction (where
applicable within this project).
Job Conditions:
A. Occupancy: Owner will be continuously occupyrng areas of the building immediately adjacent to areas of selective
demolition. Will conduct selective demolition work in manner that will minimize need for disruption of Ownefs normal
operations. Will provide minimum of 72 hours advance notice to Owner of demolition activities which will impact
Ownef s norrnal operations.
B. Condition of Structures: Owner assumes no responsibility for actual condition of items or stnrctures to be
demolished.
1. Conditions existing at time of commencement of Contract will be maintained by Owner insofar as practicable.
However, variations within structure may occur by Owner's removal and salvage operations prior to start of
selective demolition work.
C. Partial Demolition and Removal: Items indicated to be removed but of salvable value to Contractor may be removed
from structure as work progresses. Will transport salvaged iterrs from site as they are removed.
l. Storage or sale of rernoved items on site will not be permitted.
D. Protections: Will provide temporary barricades and other forms of protection as required to protect Ownet's
personnel and general public from injury due to selective demolition work.
l. Will provide protective measures as required to provide firce and safe passage of Owner's personnel and general
public to and from occupied portions ofbuilding.
2. Will erect temporary covered passageways as required by authorities baving jurisdiction.
3. Will provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of
structure or element to be demolished, and adjacent facilities or work to remain.
4. Will protect from damage existi'B finish work that is to remain in place and becomes exposed during demolition
operalrons.
5. Will protect floors with suitable coverings when necessary.
6. Will construct temporary insulated solid dustproof partitions where required to separate areas where noisy or
extensive dirt or dust operations are performed. Will equip partitions with dustproof doors and security locks if
required.
HERRON@ Project No. 071 l0O8 Page No. 49 Iuly 21, 2000
Commercial Property, AntlerlFail, 70 Condominium Units, 680 West ffishead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
7 . Will provide temporary weather protection during interval between demolition and removal of existing
construction on exterior surfaces, and installation of new construction to insure that no water leakage or damage
occurs to strucfure or interior areas of existing building.
8. Will remove protections at completion of work.
B. Damages: Will promptly repair damages caused to adjacent facilities by demolition work at no cost to Owner.
C. Traffic: Will conduct selective demolition operations and debris removal in a manner to ensure minimum
interference with roads, streets, walks, and other adjacent occupied or used facilities
1. Will not close, block or otherwise obstruct streets, walks or other occupied or used facilities without written
permission from authorities having jurisdiction. Will provide altemate routes around closed or obstructed tramc
ways if required by governing regulations.
D. Explosives: Use of explosives will not be permitted,
E. Utility Services: Will maintain existing utilities indicated to remain, keep in service, and protect against damage
during demolition operations.
1. Will not intemrpt existing utilities serving occupied or used facilities, except when authorized in writing by
authorities having jurisdiction. Will provide temporary services during intemrptions to existing utilities, as
acceptable to governing authorities.
F. Environmental Controls: Will use water sprinkling, temporary enclosures, and other suitable methods to limit dust
and dirt rising and scattering in air to lowest practical 1evel. Will comply with governing regulations pertaining to
environmental protection.
l. Will not use water when it may create hazardous or objectionable conditions, such as ice, flooding, or pollution.
Inspection:
A. Prior to commencement of selective demolition work, will inspect areas in which work will be perfomred. Will
photograph existing conditions of structure, surfaces, equipment or of surrounding properties which could be
misconstrued as damage resulting from selective demolition work. Will submit copies of photographs to Project
Administrator/Asbestos Project Manager/Designer prior to starting work.
Preparation:
A. Decontamination Unit: Prior to beginning work of this Section will complete installation of a Personnel
Decontamination Unit as described in Section 01563 Decontamination Units.
B. Competent Person: Work of this Section will be supervised by an OSIIA Competent Person as described in Section
0 I 043 Project Coordination.
C. Will provide interior and exterior shoring, bracing or support to prevent movement, seftlernent or collapse of
structures to be demolished and adjacent facilities to remain.
1. Will cease operations and notifu the Project Administrator immediately if safety of structure appears to be
endangered. Will take precautions to support structure until deterrnination is made for continuing operations.
D. Will cover and protect fumiture, equipment and frxtures to remain from soiling or damage when demolition work is
perfomred in rooms or areas from which such items have not been removed.
HERRON@ Project No. 0?l 1008 Page No. 50 July 21, 2000
Commercial Property, AntleFtrt Vail, 70 Condominium Units, 680 Weilonshead Place, Vail', CO 81657
Asbestos Abatement Project Design (Plan of Action)
l. Will erect and maintain dustproof partitions and closures as required to prevent spread of dust or fumes to
occupied portions of the building.
2. ln areas where asbestos abatement work is to follow selective demolition will erect barriers to control access as
described in section 01562 "Temporary enclosures. "
3. Where no asbestos abatement work is to follow selective demolitions and the work is immediately adjacent to
occupied podions of the building, will construct dustproof partitions of minimum 4 inch (100 mm) studs, 5/8 inch
(16 mm) drywall (loints taped) on occupied side, % inch (13 mm) fire-retardant plywood on demolition side, and fill
partition cavity with sound-deadening insulation.
4. Will provide weatherproof closures for exterior openings resulting from dernolition work.
Demolition:
A. Will perform selective demolition work in a systematic manner. Will use such methods as required to complete
work indicated on Drawings in accordance with demolition schedule and goveming regulations.
B. Will dernolish concrete and masonry in small sections. Will cut concrete and masonry at junctures with construction
to remain using power-driven masonry saw or hand tools; will not use power-driven impact tools.
C. Will locate demolition equipment throughout structure and promptly remove debris to avoid imposing excessive
loads on supporting walls, floors or framing.
D. Will provide services for effective air and water pollution controls as required by local authorities having
jurisdiction.
E. If unanticipated mechanical, electrical or structural elements which conflict with intended function or design are
encountered, will investigate and measure both nature and extent of the conflict. Will subnit report to Project
Administrator/Asbestos Project Manager/Designer in written, accurate detail. Pending receip of directive from Project
Administrator/Asbestos Project Manager/Desigrer will rearrange selective demolition schedule as necessary to continue
overall job progress without delay.
F. Asbestos contamination: If a disturbance of ACM occurs will remove any released material and decontaminate the
immediate vicinity of the release in accordance with the requirements of Section 01712 Cleaning & Decontamination
Procedures.
Salvage Materials:
A. Salvage Items: Where indicated on Drawings as "Salvage - Deliver to Owner," will carefrrlly nemove indicated
items, clean, store and turn over to Owner and obtain receipt.
l. Historic artifacts, including cornerstones and their contents, commemorative plaques and tablets, antiques, and
other articles of historic significance remain the property of the Owner. Will notiff Project Administrator/Asbestos
Project Manager/Desigrrer if such items are encountered and obtain acceptance regarding method of removal and
salvage for Owner.
B. Will carefullv remove. clean and deliver to Owner the followine items:
1. Not applicable.
HERRON@ Pmiect No. 071l00E Page No. 5l July 21, 2000
Commercial Property, Antler$FVail, 70 Condominium Units, 680 West EtUnshead Place, Vail" CO 81657
Asbestos Abatement Project Design (Plan of Action)
Hazardous Waste Management and Disposal:
A. All hazardous waste management and disposal will be coordinated with the Project Administrator/Asbestos Project
ManagerlDesigneq and designated Owner Representative(s).
B. Will manage and dispose of hazardous waste such as PCB ballasts, fluorescent light tubes, batteries, and mercury
thermostats, etc., in accordance with the requirements of Section 02086 - Hazardous Waste Management.
C. Will not mix potentially hazardous waste streams. Where feasible, will separate each type of hazardous waste from
other types of hazardous wastes, from asbestos waste and from construction waste.
D. Will segregate, package, label, transport and dispose of Hazardous Waste in accordance with DOT, EPA, State and
Local reguiations.
Disposal of Demolished Materials:
A. Will remove debris, rubbish and other materials resulting from demolition operations from building site. Will
transport and legaily dispose of materials off site.
B. If hazardous non-asbestos containing materials are encountered
applicable regulations, laws, and ordinances concerning removal,
environmental pollution.
C. Burning of removed materials is not permitted on project site.
D. Disposal of asbestos-containing waste is not in the work of this
Section 02084 Disposal of Regulated Asbestos Containing Material.
Clean-up and Repair
during demolition operations, will comply with
handling and protection against exposure or
section. Disposal of this material is specifred in
A. Upon completion of demolition work, will remove tools, equipment and demolished materials from site.
B. In areas where no asbestos abatement work is to occur, will remove protections and leave interior areas broom clean.
C. ln areas where asbestos abatement work is to occur, will leave protections in place as required by abatement work.
Will leave area broom clean. Additional cleaning as required for abatement work is not in work of this section.
D. Will repair demolition performed in excess of that required. Will retum structures and swfaces to remain to
condition existing prior to commencement of selective demolition work. Will repair adjacent construction or surfaces
soiled or damaged by selective demolition work.
E. Will perform all repair work in asbestos abatement Work Areas after completion of asbestos abatement work.
EI\D OF SECTION -02062
HERRON@ Pmiect No. 071 l00t Page No. 52 July 21, 2000
Commercial Property, AntleHt Vail, 70 Condominium Unitq 680 Weilonshead Place, Vail CO 81657
Asbestos Abatement Project Design @lan of Action)
02081 REMOVAL OF ASBESTOS CONTAINING MATERIALS
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Specifically, removal shall be conducted in accordance with Specifications Section 02080, pages 02080-1 through 02080-12,
local, state and/or federal regulations.
Surfactant: Have submitted product data, use instructions and recommendations from manufacfurer of surfactant intended
for use. Have included data substantiating that material complies with requirements.
Removal Encapsulant: Have submitted product data, use instructions and recommendations from manufacturer of removal
encapsulant intended for use. Have included data substantiating that material complies with requirements.
NESHAP Certification: Have submitted certification from manufacturer of surfactant or removal encapsulant that, to the
extent required by this specification, the material, if used in accordance with manufacturels instructions, will wet Asbestos-
Containing Materials to which it is applied as required by the National Emission Standard for Hazardous Pollutants
(NESHAP) Asbestos Regulations (40 CFR 61, Subpart M).
Material Safety Data Sheet: Have submitted the Material Safety Data Sheet, or equivalent, in accordance with the OSHA
Hazard Communication Standard (29 CFR 1910.1200) for each surfactant , encapsulating material and solvent proposed for
use on the work. Have included a separate attachment for each sheet indicating the specific worker protective equipment
proposed for use with the material indicated.
Wetting Materials: Will wet materials prior to disturbance of Asbestos-Containing Materials using either amended water or
a removal encapsulant:
Amended Water: Will provide water to which a surfactant has been added. Will use a mixhre of surfactant and water
which results in wetting of the Asbestos-Containing Material and retardation of fiber release during disturbance of the
material equal to or gr@ter than that provided by the use of one ounce of a surfactant consisting of 50% polyoxyethylene
ester and 50% polyoxyethylene ether mixed with five gallons of water.
Polvethylene Sheet: Will provide flame resistant reinforced polyethylene frlm that conforms to requirements set forth by the
National Fire Protection Association Standard 701, Small Scale Fire Test for Fl"me-resistant Textiles and Films, if required.
Will provide largest size possible to minimize seams, 4.O or 6.0 mil thick as indicated, frosted or black as indicated.
Duct Tape: Will provide duct tape in 2" or 3" widths as indicated, with an adhesive which is fomrulated to stick
aggressively to sheet polyethylene.
Spray Cement: Will provide spray adhesive in aerosol cans which is specifically formulated to stick tenaciously to sheet
polyethylene.
Dsposal Bass: Will provide 6 mil thick leak-tight polyethylene bags labeled as required by Section 02084 Disposal of
Asbestos Containing Waste Material.
Secondarv Barrier: Over the Primary Barrier, will install as a drop cloth a clear 6 mil sheet plastic in all areas where
asbestos removal work is to be carried out. Will completely cover floor with sheet plastic. Where the work is within l0'-0u
of a wall will extend the Secondary Barrier up wall to ceiling. Will support sheet plastic on wall with duct tape, seal top of
Secondary plastic to Primary Barrier with duct tape so that debris is unable to get behind it. Will provide cross strips of
duct tape at wall support as necessary to support sheet plastic and prevent its falling during removal operations.
HERRON@ Ihject No. 0711008 Page No. 53 July 21, 2000
Commercial Property, AntlerSFail, T0 Condominium Units, 680 West ltnshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
Will install Secondary Barrier at the beginning of each work shift. Will install only sufficient plastic for work of
that shift.
Will remove Secondary Barrier at end of each work shift or as work in an area is completed. Will fold plastic
toward center of sheet and pack in disposal bags. Will keep material on sheet continuously wet until bagged.
Worker Protection: Before beginning work with any material for which a Material Safety Data Sheet has been submitted
will provide workers with the required protective equipment. Will require that appropriate protective equipment be used at
all times.
Wet Removal: Will thoroughly wet to satisfaction of Owner's Representative Asbestos-Containing Materials to be removed
prior to stripping and/or tooling to reduce fiber dispersal into the air. Will accomplish wetting by a fine spray (mist) of
amended water. Will saturate material sufficiently to wet to the substrate without causing excess dripping. Will allow time
for amended water to penetrate material thoroughly. Will spray material repeatedly during the work process to maintain a
continuously wet condition. Will perforate outer covering of any installation which has been painted and/or jacketed in
order to allow penetration of amended water, or use injection equipment to wet material under the covering. Where
necessary, will carefully strip away while simultaneously spraying amended water on the installation to minimize dispersal
ofasbestos frbers into the air.
Will mist work area continuously with amended water whenever necessary to reduce airbome fiber levels.
Will remove saturated Asbestos-Containing Material in small sections from all areas. Will not allow material to dry
out. As it is removed, will simultaneously pack material while still wet into disposal bags. Will twist neck of bags,
bend over and seal with minimum three wraps of duct tape. Will clean outside and move to Material
Decontamination Unit.
Will evacuate air from disposal bags with a HEPA fiitered vacuum cleaner before sealing.
For elevated areas, disposal bags will be lowered, not dropped to the ground.
Airbome Fiber Counts: Will use work procedures that result in an 8 hour Time Weighted Average (TWA) airbome fiber
count less than ttnt indicated in the section of these specifications on "Air Monitoring - Testing Laboratory Services". If
airborne fiber counts exceed this level will immediately mist the area with amended water to lower fiber counts and revise
work procedures to maintain airborne fiber levels within the required limit.
END OF SECTION - 02081
mRRON@ Proiect No. 0711008 Page No. 54 July 21,2000
Commercial Property, Antleilt VaU 70 Condominium Units, 680 Weilonshead Place, Vail, CO 81657
Asbestos Abatement Project Design @lan of Action)
02084 DISPOSAL OF ASBESTOS CONTAINING WASTE MATERIAL
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSIIA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Before Start of Work: Have submitted the following to the Ownels Representative for review. Will not start work until
these submittals are retumed with Owner's Representative's action stamp indicating that the submittal is retumed for
unrestricted use.
Copy of state or local license for waste hauler.
Name and address of landfill where asbestos-seftsining waste materials are to be buried. lncluded contact person
and telephone number.
On a weekly basis will submit copies of all manifests and disposal site receips to Owner's Representative.
Disposal Bags: Will provide 6 mil thick leak-tight polyethylene bags proper$ labeled.
Will comply with the following sections during all phases of this work:
Section 01560 Worker Protection - Asbestos Abatement
Section 0l 562 Respiratory Protection
General: All waste will be hauled by a waste hauler with all required licenses fomr all state and local authority with
jurisdiction.
Will load all asbestos-containing waste material in disposal bags. All materials are to be contained in the following
Two 6 mil disposal bags
Will carefully load containerized waste in fully enclosed dumpsters, trucks or other appropriate vehicles for
transport. Will exercise care before and during transport, to insure that no unauthorized persons have access to the
material.
Will not store containerized materials outside of the Work Area. Will take containers from the Work Area directly
to a sealed truck or dumpster.
Will not tmnsport disposal bagged materials on open trucks.
Will advise the landfill operator, at least ten days in advance oftransport, of the quantity of material to be delivered.
At disposal site will lnload containerized waste:
At the disposal site, sealed plastic bags may be carefully unloaded from the truck. If bags are broken or damaged,
return to work site for rebagging. Clean entire truck and contents using procedures set forth in section 0l7l I hoject
Decontamination.
Denver Public Schools will only accept landfill of asbestos-containing materials at the following sites for friable
asbestos-containing materials:
As detennined by Contractor in Pre-Construction Conference and approved by Owner
HERRON@ Proiect No. 0711008 Page No. 55 July 21,2000
Commercial Property, Antler*ail 70 Condominium Units, 680 West*shead Placq Vail, CO 81657
Asbestos Abatement Project Design @lan of Action)
Denver Public Schools will only accept landfill of asbestos-containing materials at the following sites for non-
friable asbestos-containing materials:
As determined by Contractor in Pre-Construction Conference and approved by Owner
Retain receipts from landfrll or processor for materials disposed of.
At completion of hauling and disposal of each load will submit copy of waste manifest, chain of custody form, and
landfill receipt to Owner's Representative.
END OF SECTION - 02084
tnnnoN@ Pmjecr No. 0?l1008 Page No. 56 July 21, 2000
Commercial Properfy, AntleUt Vait 70 Condominium Units, 680 Weilonshead Place, Vail CO 81657
Asbestos Abatement Project Design @an of Action)
02087 . RESILIENT FLOORING REMOVAL . ASBESTOS ABATEMENT
The Project Design (Plan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements in OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
Per Asbestos Abatement Specifications, and in accordance with Specifications, local, state and/or federal regulations,
including but not limited to Recommended Work Practices for the Removal of Resilient Floor Coverings, issued by the
Resilient Floor Covering Institute, dated August 1995.
ENDOFSECTION 02087
tlrnnou@ Proiect No. O7l lO08 Page No. 57 July 21,2000
Commercial Property, Antler5lail, T0 Condominium Units,680 Westfrshead Place, Vail, CO 81657
Asbestos Abatement Project Design (Plan of Action)
09805 . ENCAPSULATION OF ASBESTOS.GONTAINING MATERIALS
The Project Design (Ptan of Action) and asbestos abatement work practices submitted by Contractor is in accordance with
the requirements h OSHA, with and in addition to the Asbestos Abatement Specifications, and in accordance with the Bid
Submittals, listed here according to the sequence of the work:
The Extent of encapsulation work is shown on the drawings and as herein specified.
The work includes the encapsulating of asbestos-containing fueproofing located above suspended acoustic ceilings.
B4o_tlS_?pp!t!C any encapsulating material, will ensure that application of the sealer will not cause the base material to fail
and allow the sealed material to fall of its own weight or separate from the substrate. Should Contractor doubt the ability of
the installation to support the sealant, request direction from the Owner's Representative before proceeding with the
encapsulating work.
Will not commence Application of encapsulating materials until all removal work within the work area has been completed.
Before beginning work with any material for which a Material Safety Data Sheet has been submitted will provide workers
with the required protective equipment. Will require that appropriate protective equipment be used at all times.
In addition to protective breathing equipment required by OSHA requirements or by this specifrcation, will use painting pre-
filters on respirators to protect the dust filters when organic solvent based encapsulant are in use.
Examine Existing Conditions: Will determine if the friable Asbestos-Containing Material to be encapsulated remains
suffrciently bonded to receive the encapsulation process and if process will effectively prevent release of asbestos fibers
from the material. If the existing Asbestos-Containing Material is loose and deteriorated, will immediately notil) the
Owner's Representative of opinion before encapsulation.
Before start of work on an architectural finish will complete the work of the following:
Section 01560 Worker Protection - Asbestos Abatement
Section 0 1562 Respiratory Protection
Section 01526 Temporary Enclosures
Section 0 I 563 Decontamination Units
Will comply with all manufacturer's instructions for particuiar conditions of installation in each case. Will consult with
manufacfurer's technical representative for conditions not covered.
Will encapsulate all surfaces in full compliance with manufacturer's procedures, insuring that the Aiable Asbestos-
Containing Material to be encapsulated remains sufficiently bonded to receive the encapsulation process, and that the
encapsulation meets local, state, and/or federal regulations for compatibility with the friable Asbestos-Containing Material
as a fireproofing.
At completion of Encapsulation and before removal of Work Area enclosures and Pressure Differential System, will
decontaminate space in accordance with requirements of sections 0171I and 01714.
END OF SECTION - 09805
HERRON@ Proi€cr No. 0?1 1008 Page No. 58 July 2l, 2000
I
TOWN OF VAIL
75 S. FRONTAGE ROADVAIL, CO 81657
97 0-4't 9-2L38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT perrnit #: B9?-0164
Job Address:
Location...:
Parcel No..:Project No.:
680 LIONSHEAD PL
ANTLERS UNIT 412
zto1-07 2-O 6-048
PRJ9 7 - 0102
Status. . .
Applied..
Issued...
Expires. .
I S SUED
06/r7 /ree706/20/ree7
t2/L7 /ree7
APPL]CANT BROWN_WOLIN CONSTRUCTION
P O BOX 701, VAIL CO 81658
CONTRACTOR BROWN-WOLIN CONSTRUCTION
P O BOX 701, VAIL CO 81658OWNER LEVINE ROBERT
680 W LIONSHEAD PL, VAIL CO 81657
Description:
ADD A LOFT/EXPAND BEDROOM
Occupancy: RL Multi-Family
Type Construction: II FR Type II Fire Resistive
Type Occupancy:
VaLuation: 491000 Add Sq Ft.:
Phone: 9709494186
Phone: 9709494186
Firep[ace Intofmat'ion: Restricted:fof Gas Apptiances:fof Gas Logs:#O{ Uood/Pa L tet:
*********************************************************** FEE SUI'll'lARy ****************.r****************************t************BuiLding-----) 483.00 Restuarant Pl,an Revi eu--> .OO Total. cal.culated Fees---) 1,Ogg.gsPtan Check---> 313.95 DRB Fee--------Investigation> .00 Recreation Fee----------> .oo Total permit Fee--------> 1,og9.9sui Lt caLL----> 3.00 cr.ean-up Deposi t--------> 25o.oo payments----------------> 1;o99.g5
******r********************************llll*'*iiii;;;;;;;;;;;***i********lilil;iil***ililffi-lli;;;;;;;****iii************ill***
IIqm: ,O51OO-P!'ILDING DEPARTMENT DepI: BUILDING Division:aq/,17/.!gg7 CHARLTE Aaa-iitn; Noir pr,nNs ro CrAF.iie06'/.20'/t997 CHARLTE Acrion: ApFn CHAnl,re-oAViS---g1'/zo'/ Ie_gZ-cfrARLiE Aarloii : AFFn SEE--couorDrror.rsIlen:"0s4Q0,PI4NNrNG DEFARTMENT- --- --- ---DeptJ plallNrnc Division:QQ/,I7/,\e_e7 CHARLTE -AaEiijii; Nijre pleNs ro DrRk-O6'/1,8'/L997 DIRR Acrion: ApFnI!e,ry'!',950q0^qIBE_pEpARTMENT Depr: FrRE Division:
9p1r7 /\pgT cIEBlrE--[aeloiii AppR N/AIt'em:' 05500_pUELIq WORK$ -_*_ --,,_ Dept: pUB WORK Division:06/L7/7997 cHARarE Adtion: AppR N/A
*******ff*****************t**********ff****lt***tr****ffr*******************t*t*ff***ff*****************t******ff*******i**********
see Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I. hereby .acknow ledge that ] have read.this appl.ication, fil,Led out in fuLt the information required, compl,eted an accurate plotptan, and state that 6tt the infofmation provjded as required.is correct. I agree to compty r{ith the informat,ion and pl,ot pl,an,to compty t{ith al'l' Town ordinances_and state [aws, and io buil,d this structure accordint [o'ttr" io*n;. roninl "no subdivis1oncodes,des'ignrevie*approved,UniformBui|.dingCodeandotherordjnancesoftheTowna|pticabtethereto.
REQUESTS FOR II{SPECTIoNS SHALL BE I{ADE TIIENTY-FOUR HoURS IN ADVANCE BY TELEPHONE AT 479-2133 OR AT OUR OFFTCE FROII E:00 Ar 5:00 ptl
Send C[ean-Up Deposit To: BRoUN-|IOLIN
*******************************rr************************************************
o
col{sT INC
***********************************************!k********************************
Permit Type: ADD/AIT MF BUrLD PERMITApplicant: BROWN-WOLIN CONSTRUCTION
97 09494L86
Job Address:
Locationr ANTLERS UNIT 412Parcel No: 2101-072-06-048
Description:
ADD A LOFT/EXPAND BEDROOM
Conditions:
1". FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. AIJL PENETRATIONS tN WALLS,CEILINGS,AND FLOORS TO BE SEALED
WITH AN APPROVED FIRE MATER]AL.3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.1210 OF THE ].991 UBC.4. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
5. STAIRS AND HANDRAILS MUST COMPLY WITH ].991 UBC SEC 3306
GAURD RAILS MUST COMPLY WITH 1991 UBC SEC 1.7].2
EGRESS FROM PROPOSED LOFT MSUT COMPLY WITH 1991 UBC SEC 1204
LIGHT AND VENTILATION MUST COMPLY WTTH 199]. ].205
appliedz o6/77/1997
Issued I 06/20/L997
To Expirel' 12/t7/L997
SIGNATURE OF-OI'NER OR CONTRACTOR FOR HIIISELf AND Oi.INER
Permit #: 897-0L64
CONDITIONS
as of 06/23/97 StaLus: ISSUED
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81,657
9"10-47 9-21.38
E Lectri ca l,--->
DRB Fee
Investigation>
Ui L l. Cal, L---->
TOTAL FEES--->
Job Address
Location. . .
Parcel No. .Project No.
Status. . .
Applied..
Issued...
Expires. .
Phone:827-5562
Phone:.827-5562
I SSUED
o6/17 /ree1
o6 /17 /tee7
12/1.4 / 7se7
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #: E97-0121ELECTRICAL PERMIT
6BO LIONSHEAD PL
ANTLERS UNIT 412
21,01,-07 2-0 6-048
PRJg7-0102
APPLICANT BURNETT PLUMBING, HEATING, ELEC.
B0 Toledo Avenue, Minturn, CO 81645
CONTRACTOR BURNETT PLUMBING, HEATING, ELEC.
80 Toledo Avenue, Minturn, CO 81645
OWNER LEVINE ROBERT
680 W LIONSHEAD Pt, VAIL CO 81657
Description: ELECTRICAL FOR LOFT ADDITION/BEDROOOM EValuation:4, 000 . 00
*********************************************************** FEE SUtll,tARy
.oo
75.00
75-00
.00
********ff**********************************************************************************ff************************************
IgS{'j. ,9qQq0 ELECTRICAL DEPARTMENT Dept: BUILDING Division:06/L7 /1997 CHARLIE Action: AppR FOR ERNSTItbm:'05600 FIRE DEPARTMENT Dept: FIRE Division:
**Jr************Jr*****:t****************t******************************************************************************ff***********
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
************t********i*****t******************f,t******t**********i**********t*****************ff********************************t
DECLARATIONS
r hereby acknowtedge that I have read this app[ication, f il.l.ed out in ful,L the information requi red, compteted an accurate pLotptan, and state that att the information provided as required is correct. I agree to compty with tire iniormation and pLot pLan,to comPly Yith att Tolrn ordinances and state [aws, and to buil,d this structute according io-the Town's zoning and subdivisibncodes/ design review approved, Uniform 8uiLding Code and other ordinances of the Tovn appLicabte thereto.
72.00
.00
.00
3.00
75.00
Totat catcutated Fees---> 75.00
Additionat Fees--------->
Total Permit Fee-------->
Payments--------
BALANCE DUE----
REAUESTS FOR INSPECTIONS SHALL BE I'IADE TIIENTY-FOUR HOURS IN ADVANCE 8Y TELEPHONE
SIGNATURE OF OI.INER OR CONTRACTOR FOR HII4SELF AND O!'NER
TOhIN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
970-479-2t38
' r\' - J* Lo-?o-qz
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #: 897-0164
Job AddressLocation...
Parcel No..Project No.
680 LIONSHEAD PL
ANTLERS UNIT 412
2ror-07 2-o 6-048
PRJ97-0102
Status. . .
Applied..
Issued...
Expires. .
APPROVED
06 /77 /7ee7
06 /20 /7ee772/L7 /1,ee7
APPLICANT BROWN_WOLIN CONSTRUCTION
P O BOX 701, VAIL CO 81658
CONTRACTOR BROWN_WOLlN CONSTRUCTION
P O BOX 701, VAIL CO 81658OWNER LEVINE ROBERT
680 W LTONSHEAD PL, VArL CO 81657
Description:
ADD A LOFT/EXPAND BEDROOM
Phone : 97 O9 49 4L86
Phonez 9709494L86
Occupancy: RL
Type Construction: II FR
Type Occupancy:
Valuation: 49 ,
F i replace tnfor]ation: Restricted:
MuIti-FamiIy
Type II Fire Resistive
000
#0f Gas Apptiances:
Add Sq Ft:
#0f Gas Logs:#Of Uood/Pa l. Let:
***ffi**t|t***t*ttt*|tt'tt**}**'tffit**,rttt*******ffi**ffi FEE SUllllARY ff*t********H**fff,t***ff*ff**ffiff**ffiff***ff*****
Bui Ldi ng-----)483.00 Restuarant Ptan Revieu-->-0O Total Catcutated Fees---> 1tO99.9550.00 Additionat Fees---------> .00Ptan Check---> 313.95 DRB FInvestigatioD .00 Recreation Fee---------> .00 Total, permit Fee--------> 1,o99-9sl.li|'tca|'|'---->3.0oc[ean_t,PDeposit-------->25o.ooPayments---------------->
*tri***r*****r******r*r********--*-*]lliiJlii;;;;;;;;;*i********li*h?i*******lfitlili-lli;;;;;;;;;***i*******lilil.;ii***
Ite_m: .05L00 BUILDING DEPARTMENT Dept: BUIT..,DING Division:Q6/.\7/.1997 CHARLiE A-ai_ona--Nois pr,ANs ro cnAF.l,is06'/.20'/.1997 CHARLIE Action: AppR CHARLIE DAVIS06'/20'/L997 CHARLJIE Action: AppR SEE CONDIDTIONSItem:',05400_PL4INING DEPARTMENT Dept: PLANNING Division:Q6_/,!7/,1997 CHARLIE AcEion:--Noin pr,aus To DrRft-06'/18'/1997 DrRR Action: ApFnItem:'.05600_EIBE DEPART\IENT Dept: FrRE Division:o6/L7 /L997 cHAnl,re--XAEio;i; AppR N/AIte!r!'.Q5500_PqELIc wqRKS Depr: puB woRK Division:06/r7/L997 CHARLTE action: AppR N/A
**********i*****ffi********t*f****ti***ffi*i****ffi*t**ffi**tlHr**ffi#t***ff****t****t*************i******ff***ff*****ff*
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I. hereby .acknovtedge that t have read this app[ication, fitLed out in futl, the information required, compl,eted an accurate ptot
Ptan. and state that atI the information provided as reguired is correct. I agree to compl,y with the iniormation and pl,ot pl,an,to conpl'y rrith aLl' Tolrn ordinances and state [aws, and to buiLd this structure according io'the Town's zoning and subdivisioncodes, design reviev approved, Uniform BuiLding Code and other ordinances of the Town appLicabl.e thereto-
REOUESTS TOR INSPECTIONS SHALL BE IIADE TTIEI{TY.FOUR HOURS IN AOVANCE BY TELEPHONE A1 479-?138 OR AT OUR OFFICE FROI.I 6:00 A 5:OO PII
v
Send Ctean-up Deposit To: BRoUI+-I|OLIN CONST It{C SIGIiATURE OT OI,INER OR CONTRACTOR FOR HII'ISELf AND OI.INER
********************************************************************************
CONDITIONSPernit #: 897-0164 as of 06/20/97 Status: APPROVED********************************************************************************
Permit Type: ADD/ALT MF BUILD PERMIT Applied: 06/17/]-997Applicant: BROWN-WOLIN CONSTRUCTION Issued: O6/20/L9979709494186 To Expiret 12/77/1997
Job Address:
Locatj-on: ANTLERS UNIT 412Parcel No: 2L0]--072-06-048
Description:
ADD A LOFT/EXPAND BEDROOM
Conditions:1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED
WITH AN APPROVED FIRE MATERIAL.3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.1210 OF THE 1991 UBC.4. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.5. STAIRS AND HANDRAILS MUST COMPLY WITH 1991 UBC SEC 3306
GAURD RAILS MUST COMPLY WITH 1991 UBC SEC 1712
EGRESS FROM PROPOSED LOFT MSUT COMPLY WITH 1991 UBC SEC 1204
LIGHT AND VENTILATION MUST COMPLY WITH 1991 1205
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVETOPMENT
75 S. FRONTAGE ROADvArL, co 81657
970-479-2738
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: 897-0121
Job Address: 680 LIONSHEAD PL Status...: APPROVED
Location. . . : ANTLERS UNIT 412 Applied. . : 06/17 /L997Parcel No..: 2LOI-072-06-048 Issued. . . : 06/17 /1997Project No.: PRJ97-0102 Expires..: l2/L4/1997
APPLICANT BURNETT PLITMBING, HEATING, ELEC. Phonez 827-5562
80 ToLedo Avenue, Minturn, CO 81645
CONTRACTOR BURNETT PLIJMBING, HEATING, ELEC. Phone: 827-5562
80 Toledo Avenue, Minturn, CO 81645OWNER LEVINE ROBERT
680 W LIONSHEAD PL, VArL CO 81657
Description: ELECTRICAL FOR LOFT ADDITION/BEDROOOM EValuation: 4,000.00
*****'r|r*****t*f,**'|t**riffi*****ffi*******ffi****ffi FEE SUtlllARY **ffi*ff**ffi*t*ff***fi*ff***ff********ft****
E[ectricat---> 72.@ Totat Catcutated Fees---> Z5_00
DRB FeeInvestigation> .00 lotal Permit Fee--------> 75-00
UiLL Cal.l,----> 3.00 payments-------
TOTAL FEES---> 75.00 BALANCE DUE----
*i*****t***||**t******ffi********t******ffi#****t****t**#**t******************************t********ft*****H*ft*******
Ilelni,gqgqo ELECTRICAL DEPARTMENT Dept: BUILDING Division:O6/L7/1997 CHARLIE AcLion: APPR FOR ERNSTIten:'05600 FIRE DEPARTMENT Dept: FrRE Division:
***f,******lt***ffiJr**}*t*ff****'***ffi*ffiffitrff**ttffi**ffi******t*ff**********************#*******ft******H*************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.
****ffit**t***t***tf,*ft*t**t*t**l*****t****t*****tt*i***Jrrnttir**tttt*i*tffi**********f*lr***t*t**t*ffi*****t**t****t*ti*ftffi**
DECI-,ARATIONS
I
_
hlrrby .acknow ledge that I hav. read-this appl.ication, fiLl,ed out in ful.t the information required, compl,eted an accurate ptotptan, and state that att the infomsti.on pnovided as required is correct. I agree to compt,y jth tie iniormation and pl,ot i[an,to conpl'y vith atl. Tolrn ordinances and state [aws, and to buil,d this structur€ according io'the To]rn's zoning and subdivisibncodes, design reviev approved, Uniforr Buil,ding Code and other ordinances of the Town appl,icabl,e thereto.
REaUESTS FOR INSPECTIoNS SHALL BE I{ADE TTENW-FouR HOURS rN ADVANCE BY TELEPHo}IE Al 479-213E oR AT ouR OFFICE FRott 8:OO Ail 5:OO p
SIGNATURE OF OI..INER OR CONTRACTOR FOR HII{SELF AND OI,INER
' ' ' O ro* oF vArL coNsrRucrro006018 pERr'rrt AppLrcATroN FoRM
DATE:
PER}IIT #'(*."1+ r,d ,-a71-
legal Description: Lot Block_ Filing
Owners Narae:Address:
Architect:
General Description:
'"Jb
a<na}{\-
A.*/rr. a*q
OTSER: $TorAL:5-Tf,E-r
ATfON, *****!t ** *********!t**!r !r*****
-_6tbtroum of Vail neg.^ No.1!b-A
,"!h,:fi","
Hunb;r: - |'ltq-w
g,tdrlr"*t; of Vait Req. No._ Phone Number: - A>>-@
Town of Vail Reg. NO.
Phone Nurnber:
lgwn o-! u"r, *"nI]
Phone Nurnher:
*******t.************************FOR OFFTCE USE *i:*****************************
BUTLDING PI,AiT CHECK FEE:
PLI'UBING P'AN CHECK FEE:
}IECHANICAI, PI--AN CXIECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERITT" FEES:
BUTLDTNG:
STGNATURE:
ZONTNG:
STGNATURE:
6/J-,6 goh
,t.6 g/r
Joj:fiPl-Ph. 98ot'
^.q71-e1e7r
-t-F<.
ta a+l6l*+
#tu"t
and $pe of Fireplaces3 Gas ApplilXjl;-_^^cas r,ogs;V wood,/petret_
(******* *****::*-***************** vatirfai/oG oJp*a*.*************!r************
work crass: [ ]-New t)o-Atteration fi1-aaaitional [ ]-Repair [ ]-other
Numbcr of Dwelling Units:Nunber of Accomnodation Units:
BUILDING: S 60o ELEcrRrcALt lJ,ooo
Electrical Contractor:
Address:a0
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
BUTLDING PERMIT FEE:
PLWBING PERMTT FEE:
IIECIIANTCAL PERUIT FEE8
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
MEMORANDUM
TO:
FROM:
DATE:
RE:
ls this a new residence?
ls demolition work being performed
that reguires the use of the right
of way, easements or public properg?
ls any utility work needed?
ls the driveway being repaved?
ls ditferent a6ess needed to site
other than existing driveway?
ls any drainage work being done
atlecting the right of way, easements,
or public property?
ls a "Revocable Right CI Way permit"
required?
A. ls the right of way, easements or
public property to be used for staging, '
parking or fencing?
B. It no to 8A, is a parking, staging
or fencing plan required by Community
Development?
It19u- algwered yes to any otthese questions, a'Public way permit" must be obtained.'Public way_ Permit' appricationg miy be obtained a the'pubric work,s office or atC,o.91u1itr Developmeni' .ttyou have'any questions ptease callbttarlie Davis, the Townof VailConstruction Inspectoi, at 47$215g.'
Please answer tHe t6tlciwing questionnaire regarding the need for a 'public Way permit':
YES
I have read and answersd allthe
rxf nn //^,r,'(
.NO
,r/
lr/
1)
2')
3)
4)
s)
6)
7)
8)
'o
ALL COT{TRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMETT
MAY g, 1994
WHEN A "PUBUC WAY PERMIT'IS REOUIRED
Job Name Contractor's Signature
k-ut6,iW
75 toulh tnontlgc rord
nll, coloEdo 81651
(303) 479-2L38 ot 479-2L39 ottlcc of communlty .lorclopnrltl
BUILDING PERF|IT ISSUANCE TII'IE FRAtqE
If this permit requi.res a Town of Vail Fire Department Approva.l ,Engineerts. (Public l9*rl review anJ'ipp"ou"r,' a prannini'o"p."t .ntreview or Heatth Departmint review, a"i-i-""ri"; ;i-il;;"iriioingDepartnent, the estimated time ror'a iotat review may take as longas three weeks.
Al] comnercial ('rarge or smail) and ar1 murti-famiry permits wi.ilhave to follow itre ibove rentioneJ-maximum requirements. Residentialand small projects shourd take t-res;e""amound of time. However, ifresidential or smalrer .projecis-irnpiii- tn" various above mentioneddepartments with reoard to-necessilv-"eJie*,-ih;;; ;;;j;.il"ruya'l so take the three-week perloa.-
Every attempt will be made by this departnent to expedite thispenni't as soon as possible. - ev E^i'sv' es r"l
I, the
frame..
undersigned, understand the plan check procedure and time
-AtkGfT.,^-r
ln tlt>Y"-tl"/
Sheert waE twhEifTTt6-th'EDate I'JorI
Devel opment Depaitrnent.
75 routh trontag? rord
wll, colorado 8t6Sz
(303) 479-21.38 ot 479-2139
TO:
EROM:
DATE:
su&TEet:
oftlcc ol conmunlly dcvclopmcnt
ALL CONTRA TORS CT'RREMTLYL REGISTERED WTTIT THETOWN OF VAIL
TO![N OF VAIL PUBLTC WORKS/CO]|MI NITY DEVETOpMENT
l,tARCH 16, 1988
CONSTRUqTION PARKTNG & I.IATERTA! STORAGE
rn sunnary, ordinance No. 5 states tbat it is unlawfur for anyperson to litter, rrack or deposii ;;t;;ir]-"J"i, sand, debrisor material, t":t.yl1l"_lras} E.rnfsters, portable toilets andworknen vehicles. upon any streetl =ie;;"il;-Iir-lv or publicplace or anv rorti-on tr,"i""i.--irre right-of-way on arr Town ofVail streetJ ina.:g"g= is alproiinately s ft. iff pavernent.This ordinance wilr be aati;iiy'-enforced by the Town of vailPublic l{orks oeoarturent. --p"i!lns founa viiriiini this ordinancewitr be siven a 24 hour r=ia;;';"ti""-to-;;;;;;"r.id nateriar.rn the event the person so notified.does not conply with thenotice within .n:-:1- !""i-t-ir"-!!ecified, trre pulric worksDepartment wilr remove said nate;iai-;i-ir,"'I*i!i=e or personnotified' The provisions-or-trrrl orainance shirr not beapplicable to c-onstruction, ,iirri".r.r,ge 9I repair projects ofany street or alley or any "tiiiir."" in the right_a_way.
To review ordi'nance No- 6 in ful', prease stop by the Torrn of:::i.::ii:i"3"":f;i***.::'"iiii" a copv. -rf,u;i vou ror your
N.,.r^'6)d[ 6",t7,^-
(i.e. contractor, owner)
.5-
i i
ru
{I
x
dl
fs
._ lLt_
S
<
L
cD
*,-...,.
'
,ri,
oatzztisse. es:,:9' -ila4?E4xT
A
*
NTt€il{'d T \|hIL
MEMORANDUM
Datel .lpril 22t 1997
Faun: AnLIers Cordcndntum Agsdclation
Tol lltnr,n of vail Ccrm:nity hre).npnent
SubJect: Antlers Rerndol - Urdt 4U
, FlBatre aoeqnt this autlpri,zaticrn for tle c!ME{L1s of Anl}ers rnit #412 tu
add up to ?50 sgttare feet, of ffifA b'y addlng one Lofr bedrr:om a:r(-i erqxarxl.r ,J
. " anotie-r. Tlre od"y elrf,€ri-or alteratl.crr hrilf be the replacereni of a balt:orry-
wjJtdctu arxl elorr: w:it-h a slidtng glaos *nr, The exact sane r*rrk has lsr,rn dorr.:
.in ser,*.-ra! c,,-LEr enf IerB urlits in Hent yearE.
Ttar -'.* ccin^qideration, please let rte lrrrow i: tirere arc any
fi
questions
!W
Fkrbert leyj"ne
lneraf
Manager
4.1
,i
(",,.1+.l /d l-d)'t- oL.tt!6
TOWN OF VATL CONSTRUCTTON
PERHIT APPLTCATION FORM
DATE:
PER}IIT I
Lega1 Description: Lot Block_ Filing sunorvrsrou,
Add re s s, fo 5 T r r^ f^nL *y
t &J) n,, 4 Eo lo3 nn . 3 qs iT 1=Onners Narne:
Architect:
ceneral Description:
ieti Address , .t*r A7t/7 (
4 cdtT 64J rAo h\ &al .4/ f.+4 fit(Ih,) Aa* )eon ,)r,w ih sarr,n't u
h,t,6 g/61E
/o/* bqn# -at/,+" A-t/"r a*{<
ELECTRTCAL: $ '/.OOOMECHANICAT,: $-F-
Town of Vail
Phone Nurnber:
Town of Vail
Phone Nurnber:
Reg. NO.
Reg. NO.
FOR OFFfCE USE *li*rr***************************
BUTLDTNG PI&ii CHECK FEE:
PLWBTNG PT.,AN CHECK FEE:
I'{ECHANICAI, PI.;!.N CHECK FEE:
RECREATTON FEE:
CIIAN-UP DFPoSfT:'
TOTAL PERMI1I FEES:
BUILDTNG:
STGNATURE:
ZONTNG:
STGNAWRE:
Inberi
and Type of Firepraces: Gas Appliances_ cas r,ogs X wood/perret_
$********************************* "^f,H{AkFt****************..t************| ".?-
work class: [ ]-New t)o-Alteration l]_eaaitional I J_Repair [ ]_other
Number of Dwelling Units:Number of Accommodation Units:
ooo
OTHER: $
ToTAL: +--Siinod
-f**.************************* col3eneral Contractor: DfoW>r.Wol,TJON, ***************************
\ddressz lio,
rtll\.rllr --rx r ---rrrr**t************
=OlLt'{Town
of Vail aeg.^ wo. /oo-A
\ddress:
'ET- tJt, 1?"" Number: - ?'/q -T/FT-
gkdtlr*; or vail;4 ,Reg.- NO.
Phone Number: _3>J-3G)lunbing Contractor:\ddress:
techanical Contractor:
.ddress:
*******************************
UILDTNG PERMIT TEE:
LI'MBING PERMIT FEE:
ECHANICAL PERMIT FEE:
LECTRICAL FEE:
THER TYPE OF FEE:
RB FEE:
VALUATION
rP.osrr REprrNr, 1s, Srwl^ -h)ol,i 6rrtjr*-
B,i:,|"'., nrc<s
T0W\\I0FVAIL
Department of Communiry Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
June 16, 1998
Mr. Robert LcVinc
Antlcrs Condominiums
680 W. Lionshcad Place
Vail. CO 81657
Rc: Antlcrs Unit#707
Dear Mr. LcVine:
3,ex"I- ),\fC "e"^t}'*J 3rJ Al"".6
I am plcascd to infonn you that youl'rcqucst for an additional 250 square feet ofGRFA (gtoss
residential floor arca) to accommodate an intcrior remodel of Antlers Unit #707 has becn staff
applovcd.
If you havc any questions on this mattcr, plcase contact me at (970) 479-2128.
Sincerclv.
Brcnt Wilson
Planning Liaison Offi cer
{i "t"'"uo"t'
TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
e70-479-2138
FAX 970-479-24s2
June 16, 1998
Mr. Robert LeVinc
Antlcrs Condominiums
680 W. Lionshcad Placc
Vail. CO tll657
Rc: Antlcls Unit #707
Dear Mr. LcVine:
I am plcased to inform you that your t'equcst for an additional 250 square feet of GRFA (gross
residcntial floor arca) to accommodate an intcrior remodel of Antlers lJnil#701 has becn staff
approvcd.
If you havc any qucstions on this mattcl', plcase contact me at (970) 419-2128.
Sinccrclv.
Brcnt Wilson
Planning Liaison Offi ccr
{g *"n"t"or r*
t '!rN-O5-9e l5 . SS FRol't ' TOv-COM-DEV-DEPT.
)
A.PPLICATIOI\ FOR PI,ANNING AND ENVIRONMENTA'L
tD,9"@4'792432 PAGE 2/4
Quc*ifns? Call thc Plaruring Stallat 4?9'2138
lnl 16 - o t t1COMMISSION APPROVAL
WWNOFyATL
GFNERALTNFoRMATIO|I
This application is for ary projc*t rcquiring apprOval by the Planning md Environmcntal Connlission' For spaCific
infqrmation, Sca Urc submittatiequir.t.ni foi tftt paicutar appro"at that i9 rcquestcd
.
Thc application can :rot bc
acccpted until all requirc<t inforrnaton is submincd The projcct may also necd to be rcviswc'i by thc Town Cq:ncil
anclor thc Dasigrr Rcticw Board'
A. TYPEOFAPPLICATTON:
F( Addiuonal GRFA (250)
t] Bcdarrd BreaKast
tr Conditional Use Pcrmit
tr Majoror EMinorSubdivisionE Rczoningtr Sigt Variancc
B VarianccE Zoning Codc Amcndment
tr
tr
tr
Anrcndmcnt to an Approvcd DevoloPmcnt Plan
Employce Horsing Unit (fYPe: )
Major or tr Minor CCI Extcrior Cteration
lvailvillage)tr lvlajor or tr Minor CCII Extcrior Altcradon
(Lionshead)
tr Spccial Dwolopmcnt Disfict
B Major or O Minor Amcndaent to an SDD
B.DESCRIPTION OF THE REQUE ST.@ I\r to, lN rt?v t Tl '/'4a t t f
13,t r,-Dty' lr' - d o €V'ft /1 ro/- rftT't1?-'+'174)
**axLS Co)&,t.4t^,),Jns # 7O
D.
E-
F.
c.
c.LOCATION OF PRoPOSAL: LOrl BLOCIL__I-FILING
moness,600 d-: Lr"..sh!4a f.. jurLDINcNAMe' Avztt*s
MAILING Lorttr- mfu?td
f,-rs Pquptn"-,tc
OWNER(S) SIGNATURE(S):
NAME OFREPRESENTA
lvlj'ILING ADDRESS:
vttoNE@
FEE. SEE THE SUBMITTAL REQUIRENTEMS FOR T}TE APPROPRL{TE FEE.
suBMrT TIIIS APPLICATION, ALL st BMITTAL REQUIniEIItEitTS AND TIIE FEE To THE
DEPARTTT{EFTT OF COI\TMUNITY DEVELOPMENT, 75 SOUTH TRONTAGE ROAD'
VAIL, COLORADO t1657'
NAMEOFOWNER(S):€va {n, 15 1-rwz-*
H.
Facpaid. { }9p. o L cvr[!!!}-ey:-E-u
pc/r4
41 /og
ApplicationDatc f^ loe/1A PFCMcctingD*c,. ) lt) 11b
RcYi!.d 696
rt
TYPE OF APPLICATION:
f eaaitionat GRFA (250)
tr Bcd and Brealdast
tr Conditional Use Permit
tr Major or EI Minor Subdivision
tr Rezoning
tr Sign Variancc
tr Variancc
tr Zoning Code Amendment
Amcndmcnt to an A
Employee HrPhil$
Major or tr Minor CCI Extcrior Alteration
(VailVillage)
Major or tr Minor CCII Extcrior Altcration
(Lionshead)
Special Development District
Major or El Minor Amsndment to an SDD
'{l%,fs
tr
tr
tr
tr
tr
B.
C.
F
trotry n'
Quilrs? Call thc Planning Staff at 4?9-2138
APPLICATION FOR PLANNING AND ENVIRONMENTAL
COMMISSION APPROVAL
T0WN 0F VAILIY
AppRovEDtrBy
rHE
and/or thc Dcsign Rwiew Board. / .\2 /4
DATE:
GENERAL INFORMATION . AtsI;iliTbT VI':
This application is for any project rcquiring approval by the Planning and Environmcl$f-fiqqptfiO. ADlbiccifig . rN
information. see the zubmittal rcquirements for the particular approval that is requestcE-.fliblrPphtqg$h not be
accepted until all required information is submited. Thc project may aso g$lXROStM,EtltJithE Town Council
FILTNC
-
t"noffin,*'.--
DESCRTPTTONOFTHEREQUEST: crc;fe a. /a++
- a(l ia an -t4rsft +d *"(l*J c.ei/t
tq 5€
TION OF PROPOSAL:B
NAME OF OWNER(S):5c t yn fn
o E,8
PHONE: 2
F. OWNER(S) STGNATTJRE(S):
G. NAMEOFREPRESENTATME:it /r4 t ntU-<,
MAILINGADDRESS:O t^1, I Gtt
PHONE:
FEE. SEE THE SUBMITTAL REQUIREMENTS FOR THE APPROPRIATE FEE.
SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUTREMENTS AND THE F'EE TO THE
DEPARTMENT OF COMMI.]IIITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD,
VAIL, COLORADO 81657.
For Oflice Use Only:
recpaa' 7oo* cldl:84 17 ny,7R...-^ - ,"1-/.'r*.
Applicationout"' {-/2 * ?2 PECMeetingDarct { - ? '77
D. ZONINC:
"Jno"r^ *"J gV
aTog Nr^tMAILINGADDRESS:
/J.- V,^ly
{-(0th.{
Rcvircd 6/96
4NTL(R
,ry
SA T \NIL
MEMORANDUM
Date: l,Iay 9, L997
f'r.om: Antlers Condcrnilium Association
Ib: Tlor^n of Vail Ccrmunity DeveJ-oSrrent
Subject-: Antl-ers Rerodel - Urlit ?03
Please accept thj,s authorization for the c'viners of Antlers unit #703 to
add up to 250 squa-re fee-t of @FA by adding one loft bedrocrn and e4anding
another. Ihe only exterior aLteration will be the replacer€nt of a balcony
wildow and door with a sliding glass door. Th,e exact sane l"ork bas been done
in several other Antlers urlits in r:ecent vears.
Tharks you for your consideration, please let ne looar if there are any
questions.
Rober.t LeVine
@neral- Manaqer
680 West Lionshead Place Vail, Colorado 81657 (970) 476-2471 FAx (970) 476-4146
Number: 97074346
1.
2.
Efectivedate: Agtt|L 74, 7997 at 7:45 A.E.
Policy or Policies to be issued:
@) I.L,T,A. Owner's (sc?4dard)
Proposed Insured:
To Be Deternined
(b) A.L.T.A. Loan
Proposed huured:
fce ela,ple
4. Title to the tee slmple
T'ARRY ;T. SCHWIMMER
5. The land referred to in this Comminnent is described as follows:
SEE ATTACHaJ) TJECAL DESCNTPTTON
PttrT)orced Addresa:
680 9t. r,roNsEBAD 703
uArr,, co 87657
(c) LeasehoA
Proposed bsured:
3. The estate or interest in the land described or referred to in this Commitment and covered herein is
Amount of Insurance
I
(Scaadard)
estate or interest in said land is at the fiective due hereof vested in:
,f
STATEMENT OF CHARGES
These clarges are due and palable before a
Policy can be issued.
PREIdZlt t- -Baslc
$TBD
r00.00
12.00
oPr[ERS.-
TTORTGJAGB:
T8 CERT:
SCHEDT]LE A
97074346
LEGALDESCNMON
--' t Dit 703,
A!fir:lER.g CONDOUINZI'ME , UAII"/LIONSEEAD 'Accordlag to thc Cozdom:Inlsn trlap thcrcof tccotdcd
December 29, 7972 ln Book 226 aE Paga 820 as ncd.Pgloa IVo.
722626 rld rs daflacd ia thc Coa,doainlts DecTaratloa reeorded
IIay 26' 7972 la Book 224 at Pagc 779 ts RcccPtlo! No. 779857.
Sttb' g,c? Eo the Ccf,a, co!.d!.cto',s, aad provisioas of aal'd
Condomlalum Dec ltrte !oi.
cottMrv oF atqtE
STATE OF COI'ORADO
TEIS COM'IITMEIi/|! WAS PRBPA'jED ON II'AY 72, 7997. TOR QT'ESTZONS
PT'EASE CAI.T. AICHEI'I'E TTC'DSPATfl AT (970) 926.0230.
o
'@l.
BROWN.WOLIN CONSTRUCTION, INC.-. .ENERAL ro"Tltjffi?? BE3Hil.o*.u.ro*,
REMODELS, PROPERTY MAINTENANCE, NEW CONSTRUCTION
P.O. BoX 701 VA!L, CoLoRADO 81658
(303) 949-4186 FAX (303) 949-6847
1ls/T7
Toi ii"^ / UJ
0
12. '. il4[*, / ]&* it*f t>os t')' ' l- 0
//l n *i "lI, -l/J /4+" ?"''t
-7 tS w' / '^'/n) C'n'k
,1"J, A 8|L57
Td'.^ ,1 U-l '
n Sy F"*t-r4.-J
Uil, Q 3Its7
d.l kt*4"
6ov 7
tJd,A 8/47
lr^s 3,,4t<. toJgx-
6co lcrt. 1,0".,
otd P/"u
u;Jt 6 8/697
"rf4 / 6'$o t/oi"^'s
r' ll/
,"!lru MAY AFFE.T YouR PBoPr"O
PUBLIC NOTICE
NoTlcE ls HEREBY GIVEN that the Planning and Environmenla.!-commission of the Town of
Vail will hold a public hearing in accordance uiitn Section 18'66'060 of the Municipal Code of lhe
Town of Vait on U"n"'b,lgdZ, "i ZtOO P.M. in the Town of Vail Municipal Building' In
consideration of:
A request for a worksession to discuss a condilional use permit, to allow for the construction of
the Alpine Garden Education Center, tocateO at eZO Vait V'alley Drive/Tract A, Vail Village 7th
Filing.
Applicant: Vail Alpine Garden Foundation
Planner: George Ruther
A request for a variance from Section 18.13.060 (Front Setback) and lor a residential addition
utitizing rhe 250 oroinance-, to allow tor tne constiuction of a doimer addition' located a|2943
Belllloier Drive/Lot 4, Block 6, Vail Intermountain'
Applicant: Frank Bannister' represented by BKD
Pianner: Tammie Williamson
A request for an interior addition, utilizing the 250 Ordinance, to allow lor an additional bedroom'
tocatbd at 680 W. Lionshead Place/Lot 3, Vail Lionshead 3rd Filing.
Applicant: Phylis Darnell, represented by Rob Levine'
Planner: Dirk Mason
A request lor a worksession to discuss a zoning Code amendment, to allow for outdoOr
commercial sxi "roiiq", iJa conoitionat use and to allow for commercial ski storage (indoors) in
all building levels, located in the CCI and CCll Zone Districts'
Applicant: Vail Associates, Inc' represented by Joe Macy
Planner: Lauren Waterton
I A request for an interior addition, utilizing the 250 Ordinance, to allow for an additional bedroom'
lSp.itto ii eeo w. Lionshead Place, the Antlers/Lot 3, Vail Lionshead 3rd Filing.
tl npptlcant: Larry schwimmen, represented by Rob Levine'
Planner: Dirk Mason
A request to amend the Golden Peak Ski Base Development Plan to allow for outdoor
commercial ski storage, a parking tot attendint booth drnd outdoor wire ski racks, located at 458
VaiiVaffey OrivelTridiF,VailViliage Sth Filing and Tract B, VailVillage 7th Filing.
Applicant: Vail Associates, Inc., represented by Joe Macy
Planner: Lauren Waterton
A request for a variance from Section 1 6.20.010 (Signs. Permitted), to allow for two building
iOentitiCation signs indlo illow for an increase irim-e size of tratfic control signs.,-located. at..
Gotden peak S[i ffig, 458 Vait Valley Driveffract F, VailVillage Sth Filing and Tract B, Vail
Village 7th Filing.
Applicant: Vail Associates, Inc., represented by Jack Hunn
Planner: Lauren Waterton
A request tor an interior addition, utilizing the.250 Ordinance, to allow for a study, located at
1975' Placid Drive/Lot 15 Vail Village West Filing #1 '
Applicant: James Donaldson, represented by Gore Range construction
Planner: Dirk Mason
oo
A request for a worksession iidiscuss a front setback variance (Sectidh 18.28'070)' to allow
for a deck expansion "t
ii6t"'i,"o.,locaieo at 143 East Meadow Drive/Lot P, Block 5D' Vail
Village 1st Filing.
Applicant: Haagen Daz, represented by Bill Pierce
Pianner: Dominic Mauriello
A request for a minor subdivision and variances from lot size (Section 18.27.050)' landscaping
{section 18.27.100) ano pai1ing (Section 18.2!.1 10)Iequlle.ments for the First Bank in West
v;;ffi;i;;iz27i 1-ironraf'e'Roadffract c, vait Das schone Filins #1.
Applicant: First Bank of Vail, represented by Joseph Miller
Pianner: Dominic Mauriello
A reauest for a minor subdivision lo modify the-platleg building envelope for Lol 9, Spraddle
Ct""i.loi"i"a itlzzs Spraddle Creek/Lot I' Spraddle Creek'
Aoolicant: Dr. and Mrs. Singh, represenled by Gordon Pierce
Pianner: Tammie Williamson
A reouest for a review of the Environmental lmpact R-eport, trlallow lor a.new single{amily
;;;;. il;i;J"isr r r Btack Bear Lane/Lot 1, Btock 2, Gore Creek subdivision.
Applicant: Rolle Kiesbo
Pianner: Tammie Williamson
A request for a conditional use permit to.allow for a brew-pub and. a request for a variance from
Section 18.26.040.r, ro in'L tlqfiliemeni that no nrore than 45"hot the dnnual pro-quglg! be.sold
lor oii-site consrrpiion and a variance to the requirement !.o1^5021 (.Slction 18'26'150).of .the
pirxing to oe rocatbo oniire]oJateo-at 600 Lionbhead Mall (Gondola Building)/Lot 4' Block 1'
Vail Lionshead 1st Filing.
Applicant: Vail Associates, Inc., represented by David Thorpe
Pianner: Dominic Mauriello
A request for a conditional use permit.to allow for a seasonal structure to be erected lor the
prrp6se of selling seasonal plant products, located a|2154 S. Frontage Road/(Conoco)'
generally located at:
THAT PORTION OF THE SE 1/4 OF SE 1/4 OF SECTION 11, TOWNSHIP 5 SOUTH, RANGE 81 WEST
oFn-re 6TH p.M., enCliCOUnrV, coLORADO, WHICH BEGINS AT A PoINT ON THE SOUTH-
EASTERLy nronr-rii.wai LrNe op TNTERSTATE HtcHwAY No.70, wHlcH PoINT oF BEGINNING
LtES s86"14,22"w e brbinr'rCebr rzoo.eq FEET AND N48"00'57'E A DtsrANcE oF 380.04 FEET oF
Tnt Se CORNER or SeiO SECT|ON 11, THENCE ALONG SAID RIGHT-OF-WAY N44"01'05"E A
DtsrANcE or r so.d ri., ixirfte sqs" bs'ss"r R DtsrANcE oF 229.50 FEEr, THENcE N85"36'1 3"w
a otsrnNcE or zsi.s+ Feei To rHE potNT oF BEGINNING. TRAcr coNTAINING 0.s00 Ac.
Aoolicant: Jane Mack
Pidnner: Tammie Williamson
A reouest for a final review to establish a Special Development District #35, the Austria Haus'
ioritj-O ii ZqZfastMeadow Drive/Part of Tract C, Vail Village 1st Filing.
Applicant: Sonnenalp Properties, Inc. represented by Gordon Pierce
Pianner: George Ruther
The applications and information about th€_proposals are available lor public inspection during regular.office hours in
idfifi,1 pi;;^er's office rociiJaitne fbwn of Vail Community Development Department, TS Soulh Frontage
Fload.
Sign language interpretation available upon roqu€st wilh 24 hour notification. Pleasecall4Tg-2114 voice or479-2356
TD0 for information.
Community Development Department
Published iVay 23,1997 in the Vail Trail.
Ouesuf Catt thePlanning Starf at 47g-ffi
APPLICATION FOR PLANNING AND ENVIROI\MENTAL
COMMISSION APPROVAL
J.
GENERAL INFORMATION
This application is for any project ltquiring approval by the Planning and
infornration, see the zubmittal requirernenb for the particular approval that is
accepted until all required information is submitted. The project may also need to be reviewed b
and/or the Design Rwiow Board"
DA1E:
TYPE OF APPLICATION:
d aaaitionat GRFA (250)
tr BcdandBrealtrasttr Conditional Use Pennit
tr Major or E Minor SuMivision
tr Rezonngtr SignVriancetr Vuiance
tr ZoningCodeAmendment
B.DESCRIPTION OF THE n lo#,-., li an <isdr*
l"d,l'q
LOCATTON OF PROPOSAL: !Or-Z -S-LOCK- FILING
ADDRESS: /;rl,J V* L^tle BUILDINcNAME:
ZONING:
tr
tr
tr
tr
tr
tr
X'PROVED BY THE-'
TOWN OF VAIL
OI ANNING AND
Ame,ndment
Major or tr Minor CCI Exterior Alteration
(VailVillage)
Major or E Minor CCII ExtsriorAlt€ration
(Lionshead)
Special Dwelopment District
Major or E Minor Amendment to an SDD
TuwN 0Fvut
the Town Council
D.
E.
F.
G.
NAME OF OWNER(S):
MAILINC iog I
OWNER(S) SIGNATIJRE(S) :
NAME OF REPRESENTA
FEE - SEE THE SUBMITTAL REQUIREMENTS FOR TI{E APPROPRTATE FEE. ' ' I: 1"''J
srJBMrr rHrs Appr.,rc.A,rroN, ALL srJBMrrrAL REernREMENrs arID THE FE"$qt hfrr.1p,gl
DEPARTMENT OF COMMLNITY DEVELOPMENT, T5 SOUTH FRONTACE nfi.'f,.pr,,: :;; ',
VAIL, COLORADO u657.
...-
Application Darlt 5 - /Z - 7 2 ?- ?7PEC Mecting Darc;-6 -1--
Rcvittd 685
QnJo4r,l,*
'/4, p1*rs at .4*/d 4 ,4 4"'Wt 7:-.-*,$73 ?>-otc/
s9
t-
{oo,\
U
rA
++
c
I
o
5-
nxtllL
c(8;d
+q
r{
x
df
E
_ut
De
i.i
\t-
t-
o
voI
IL
v
II
SCHEDT'LE A
Our Order # v256460
For InformaEion Only
- Charges -
ALTA Ovrner Policy $553.00 (REISSUE RATE)
nica l,ettaer PoIicY $100-00
iir nePott S2o'00--TOTAL-- $673.00
*** THIS IS NOT All INVOICE, BU:r AN ESTII4ATE OF FEES. WHEN REFERRING
TO T1IIS ORDER, PLEASE REFERENCE OUR ORDER NO. V255450 ***
1. Effecvive DaEe: February 26, L997 aE 5:00 P'M'
2. policies Eo be issued, and proposed Insured:
rral_,TA'r Owner's Policy LO-L7 -92 $388, 000 .00
Proposed Insured:
JEROME DARNELT ANd PIIYLLIS DARNELL
i rAI,TA, Loan PoIieY LO-L1-92
Proposed Insured:
FIRST CITY FINAIVCIAL , iEs successors and/or assigns
The esEaEe or inEeresE, in the land described or referred to in
ints Con*itrment and covered herein is:
A Fee SimPle
TiEle E,o trhe esEate or ingeresE covered herein is at the
ef,lective date hereof vested in:
ROBERT LEVINE
3.
O '::.:.t.-,# ;;.r" .":... . .:,,:;,,i.;. .iry:.
OI,D REPI'BI,IC NATIONAL TTTIJE INSINA}I'COMPAI\TY
ALTA .COMMTTMENT
SCHEDI'LE A
orrr Order # vzsgiso
The land referred to in thiE ConmiBrnenc is described asfollows:
COIIDOMINTUM ITNIT 412, WTITI TT{E EI(CLUSIVE RIGHT TO USE PARKINGsPAcE oMEeA 14, AlqrLgRs CONDOMINIIIMS, VArL/LIONSHEAD ACcoRDINeTO THE COIIDOMINII'M MAP TSEREOF RECORDED DECEMBER 19, 1972 rN
BOOK 225 AT PAGE 820 AND AS DEFTNED IN COIIDOMINIT'M DECLARATION
RECORDED MAY 16, 1972 IN WR 224 AT PAGE 119, ,COUI\[Y OF EAGLE,
STATE OF COI,ORADO.
5.
PAGE
4NTL€R
,#
SA T \NIL
MEMORANDUM
Date: April 2,2, L997
F?om: Anllers Condorninium Association
Iro: $oren of Vail Coranrnity Develctprrcnt
Subject: Antlers Renodel - UniL 412
Please accept this authorization for tfre olglrers of Antlers unit #412 to
add up to 250 square feer of ffiFA by adding one Loft bedroc[n and eryanding
arrctlrer. Itre only exterior aLteration will be the replacenent of a balcoryr
windorr and door with a sliding glass door, TLre q<act sare rnork has been done
irt several- other Antlers units jn recent ]€ars.
thanks 1ou for )Dgr consideration, please let ne lrnonr if tle:e a:re any
quescrons,W
Fobert LeVine
Cerpral ManaEer
680 West Lionshead Place Vail, Colorado 81657 (97O) 476-2471 FAX (97O) 476-4146
4 ,\,
V
tArl ' tFrlqu'v,dfs t^t /,^lln )W, U";l d 8/(SZ
o
THIS ITEM
o
PBOPERTYMAY AFFECT YOUR
PUBLIC NOTICE
NOTICE ls HEREBY GIVEN that the Planning and Environmental commission ol the Town of
Vail will hold a public hearing in accordanc-ewim deciionlA.OO.OOO of the-Municipal Code of the
Town of Vait on June 9, iSdZ; tt 2i00 F.U. in the Town of Vail Municipal Building' In
consideration of:
A request for a worksession lo discuss a conditional use permil 10 q!lo* for the construction of
the Atpine Garden eOuca-tiin C""ret, foiir"O at OIO Viif Vhlley Drive/Tract A' Vail Village 7th
Filing.
Applicant: Vail Alpine Garden Foundation
Pianner: George Ruther
A request for a variance from section 18.13.060 (Front setback) and for.a residential addition
utilizing the 250 Ordinance-, io af fo* for the constiuciion ot a doimer addition' located al2943
Bellfloiler Drive/Lot 4, Block 6' Vail Intermountain'
Applicant: Frank Bannister, represented by RKD
Pianner: Tammie Williamson
A request for an interior addition, utilizin-g the 250 Ordinance'
\ --locatild at 680 W. Lionshead Place/Lot 3, Vail Lionshead 3rdX$[yqpplicant: Phylis Darnell, represented by Rob Levine'j Planner: Dirk Mason
to allow lor an additional bedroom'
Filing.
A request for a worksession to discuss a zoning code amendment, to allow for outdoor
commercial ski storage, as a conditional use and to allow for commercial ski storage (indoors) in
all building levels, loclted in lhe CCI and CCll Zone Districts'
Applicant: Vail Associates, Inc. represented by Joe Macy
Pianner: Lauren Waterton
A reouest for an interior addition, utilizing the 250 Ordinance, to allow for an additional bedroom'
i;;;H;i elo W. iions6"ao ptace, the-Antlers/Lot 3, Vail Lionshead 3rd Filing.
Applicant: Larry Schwimmen' represented by Rob Levine'
Planner: Dirk Mason
A request to amend the Golden Peak ski Base Developmenl Plan to. allow lor outdoor
commercial ski storage,
" i,iiXing lot attendant Oooth dnd outdoor wire sti racks' located at 458
viir Virr"V oli"enridiF, Viil Viliage Sth Filing and Tract B, Vail Village 7th Filing'
Applicant: Vail Associates, Inc., represented by Joe Macy
Planner: Lauren Waterton
A request for a variance f rom Section 16.20.01 0 (Signs. Permitte.g)' !9 1119y for two building
identification signs and to ifiot ior an increase iritnE size of tratfic control signs, localed. at.
Golden peak Ski ease, ag6 ViirVarrey orive/Tract F, VailVillage Sth Filing and Tract B' Vail
Village 7th Filing.
Applicant: VailAssociates, Inc., represented by Jack Hunn
Planner: Lauren Waterton
A request for an interior addition, utilizing the 250 Ordinance, to allow for a study, located at
1975 Placid Drive/Lot 15 Vail Village West Filing #1.
Applicant: James Donaldson, represented by Gore Range Construction
Planner: Dirk Mason
A request for a worksession to discuss a lront setback variance (Section 18'28'070)' to allow
i"i""'i""J1'"rp"nrion "t
i;;;il;., loiaieO at 143 East Meadow'Drive/Lot P, Block 5D' Vail
Village 1st Filing.
Aoolicanl: Haagen Daz, represented by Bill Pierce
Pidnner: Dominic Mauriello
A request for a minor subdivision and varianc!,-s lrom lot size (Section 18'27'050)' landscaping
ii'".'iior iA.Z7.rOO) anC b"ifitg ts.ition 18.27.110) requirements tor the First Bank in West
v!]i ffi;ir-6 "i
itiin. f,;ntai'e'RoadiTracr c, vait Das schone Filins #1.
Aoolicant: First Bank of Vail, represented by Joseph Miller
Pianner: Dominic Mauriello
A reouest for a minor subdivision to modity the^platted building envelope for Lot 9, spraddle
Ci"*illoi"i"o ai r zzs Spraddle CreeULot 9, Spraddle Creek'
Applicant: Dr. and Mrs. Singh, represented by Gordon Pierce
Pianner: Tammie Williamson
A request for a review of the Environmental lmpact Report, to-allow for a.new single{amily
n"'ill r"d"i"o at 51 1 1 etJck aear Lane/Lot t , illock 2, Gore Creek Subdivision'
Applicant: Rolle Kjesbo
Pianner: Tammie Williamson
A request for a conditional use permit to allow {or a brew-pu9-gnd.I request for a variance from
Section 18.26.040.r, ro tn'ei"quirement that no ntore than 45/oot the dnnualprqqug!9lbe.sold
tor oii-iit" "*sumpiion
and a variance to the requirement tor 50/" ( S"lction 18.26.150) of,the
b;,kilg i. ou roiatiio oniite, roJated at 600 Lionbhead Mall (Gondola Building)/Lot 4' Block 1'
Vail Lionshead 1st Filing.
Applicant: Vail Associates, Inc., represented by David Thorpe
Pidnner: Dominic Mauriello
A request lor a conditional use permit.to allow tor a seasonal structure to be erected for the
pJtp6re ol selling seasonal plairt products, located at2154 S. Frontage Roadi(Conoco)'
generally located at:
THAT PORTION OF THE SE 1/4 OF SE 1/4 OF SECTION 11, TOWNSHIP 5.SOUTH, RANGE 81 WEST
Oi rXe eru p.l,r., eeCle COUrurV, cOt-OReDO, WHICH BEGINS AT A PO-INT oN THE SOUTH'
EASTERLy nrcHr-cii-wnV Lrr.rE oi TNTERSTATE HIcHWAY No.70, wHlcH PoINT oF BEGINNING
LIES sB6" 14,22"w e orb'ier.rCebr rzoo.e+ FEET AND N4B"o0's7"E A DtsrANcE oF 380.04 FEET oF
THE sE coRNER or snio sEcrroN i r, THENoE ALoNG sAtD RIcHT-oF-wAY N44'01'05"E A
utsrANcE or rsoi ri.liierucfsqs"ba'ss"e A DrsrANcE oF 229.s0 FEEr, THENoE N85'36'13"w
^
orsrnrucE or zs7.sa FeEi ro rup porNT oF BEctNNtNG. TRAcr CoNTAINING 0.500 Ac.
Aoolicant: Jane Mack
Pidnner: Tammie Williamson
A reouest for a final review to establish a Special Development.Dis!!gt #35' the Austria Haus'
id.ifuO ii iqZtastMeadow Drive/Part of Tract C, Vail Village 1st Filing.
Applicant:SonnenalpProperties,lnc.representedbyGordonPiercePianner: George Buther
The applications and informalion about the proposals are available for public inspection during regular office hours in
ir," pili".iprinnei's office ro".iJ it tn" rbwn of Vail Communily Development Department' 75 South Fronlage
Fload.
Sign language interpretation available upon request with 24 hour notification. Please call 479'2114 voice or 479'2356
TDD for inlormalion.
Communily Developmenl Deparlmelt .
Published May 23, 1997 in the Vail Trail.
,l
rrl OpqH
oz
E
=t
ITJo-
F a.l
(n
uJ
IJ.Jt!
==ul
hbl'tt lh
rSLgVo*r
\irq
.$
N
-ir
tllz
F
v
o\.\
c!
u)F!
<iiots
ll.oF
zz6<
56
UJF
F
FI
==
2z
ts
zt r:t
Atz
E-rl <<l Fr
Fdl o.{alul ..
Ht dztarrll Fr
EI
2lHF{<HFd
Etrd8
5:uz<)
zgolo]F
@oQoEz2z-.
9d
IL2F
FI
FI
F
zH
z
.A
a
Fl
zH
l3l3tzl<l"lca
ls
llt\rlo\t"\lF\
Ie
Itrl4lt'lIF
I F-rlir
lFl
l!
ula,
I
4.
Fo
cFzoo
CE
E
uJz3vc(
|!r!6z;tEvfu,Ft<Fz^vzo<
c-4.600c(J .
P>?OFg trloAF-c>Fa6gh
ordcr'l>(ocri
o<Oo&@o<rrl
EFH
v)
z
F-lt{z
H
z
6\
.5.
a
F.{6(>
Hchz
I
>rF.-1
<(&r<r
ZEr-rt
H
ti.H
LIJ
A
z
Fl
o)
Q)E
q)
o,(!
=cc\(!
!
ts
ll)
o
at,oo
o
=
o
o
(!
o'oo.
.=l
=
dl
E
-iq)
o
o.o.(u
]
.o
o
f-: - o c
:eq;si9 6 k a
i€i HE
i.E H t:3..c - O >ie$:iz- 6.o 6
.": E!:$- O (U:
}\- *= or-'e 5';.=._F>,X'3 EdF.EEEo>F O Ot29;;E
;!3se
I CL(o CL-
3 FE;9lrn=E-ct)
i=*e€zP6,!6
;:EEg"E6Eg
-o.yo-- c fqt o'- !s= {, (')
--.c,-sf;;E
E s;=
i* E:h;eE9E o -eSgl
\T
tl H
Or
e.l
o
ta\
=t
uJ
o.
z
YollJ
()z
J
-o
e.
()
IJJJ
lL,
z
=)
J
z
|ll:
ul
uJ
z
tr
llJ
uJ
oc
o
3
UJEz
6ulo
ru
z
uJ
o
x
F
uJo
Fl
Fl
F-l
F-1HF
(t>
IIJ
uJu-
E
cIuo
J
FoF
z
!
ao
()
F
uJ
ur
z
=
J
()
z
uJ
=
NO|lVn]VA
F
a
F
u
F
|J
YEo3Z z tr-o ootr ^ 6zx f 2YE P oE
@(Je,6b fiQzXtr- <oq IH6 s-H Z
dN(9
-:(Yl
(\l
6l
E
>E
= IJJ
=6
zo
)
{t!
CEo
o-:)oe
UJo-
F
-
llJ
xX
zItr
z
=k
UJFJ
3ulz
tltltltloFzlzOo!6o<
="$xtL6o<z
aFz ,.
2='"i FiIfio3trOI
u,l
llJzY
=F
zo
F
J
loz
o
J
3
F
!J
;a
-l
--.f
__l
:
<ltrl.l
zl
.. >l
LIJ
uJ
llJ2a
F
ltr
zo
E
o
z
F-o
@
I
F
cr)tr-(o(o
IJJ
tr
@
@o-t
zo
Fo-ulY
Lll
c0
oF
F
E
ITJ
o-
ll-o>xc<(J \to->
'\TI
HuJbkzo
rT;)
rElJ(Jllot
tHl
wlotzF-.i
J II-
I
I
e!Irl4
(n
Fltsz
ii
=zoo
a
aa
o
z
(J
<4
H
Fl
F-.1zol
u.fEd4
F:
az
F-l
ts
co\o
UJEoo
J
=
l--
c!
I
F-\tiIL
F1H
E
H
z
a
Hz
(J
(\
uJ
E,oo
J
=
c\l
I
o-
z
A>
()
zH
FlH
z
at)
tr
I
rn
:z
uJI
>J
II
ol
zl
3l
9lFI
n
I
c\
t-
u
u
F
I
Ic]
HIC r=lHtlcP Ln
Fn \t
F.n Fr
r4
I4os1Ht o0( lu
FnJFfaFt! >5r ..lol2c=qodts
$
I
.if
o\
oi
utF =tr
o
=.1
l!lEl
Ji
>l*lq
zl3olFI
F
;
{
F.:
F.
E
=fi
a
I
z
ri
ut
J
lroz3
01H
\o\f
N
I
N
ui
-JllJF
=tr
z
.i
ul
J
l!
z;ul
Jul
F'
uJz3o
F()
uJ
=-
E
E
-rO<FEO
lr,J <zE
(qZo
C)
JI<(OIF:
d!
-r
Y
(
Y
,
E
2P
E3fFd6
C)
_J
z
T
uJ
=J
l-t irI+E
Oz
l8
<Offfi-ra
Eo
Ello.'
c'a,
':gt
E
Eo(,
o
go
E
oILo!
tiID
----
ts
=E
lrJ
o-zIF(J
D&Fazoo
NIH\IH\
LS,^6
a €=E9.s=z
5\=d
E 5nn
J t-l
H=l
E ffl "=\) tLl z=
.- ,vl ar FE r,tl - ird EI =Us .l ddi rxrxtr rxrlxl
HoF
Job Name: fl -'ft.-w s er€ vft-tD{L.Job Address:Ggo L) Lrc.tSit\I fc.
Legal Descriptions IJot Block_ Piting sunorvrsroN,
Ohrngrs Name:C.ro 4uo-.
Architect, br, l-/*"* rn
Address: C-)a r). t-,,.->;4n"f- p;6. u/7t?|I(
Address: /lLl 6*-,a-i- Sr. Lrr,{x- p]I..86 l-ilLl
{V \ r.,tU- €^L<-vn-o/1-General Description:(?a 11 ,> t' .-'r_
-t t,work class: [ ]-New [ ]-Atteration [ *(-taaittonal [ ]-Repair [ ]-other
Nurnber of Dwelling Units:-fo Nunber of Accomnodation Units: C)
^ [rmber and Tlpe of Fireplaces: Gas Appliances_ Gas Logs_ wood/perret_v
/f************* **** * * * ************* VALUATIONS * * ********** * ** **** ***** *********
BUILDING: S tr lT.u.o ELECTRTGAL: $ f cs,r'o''OTIIER: $
ToTAL: $-=Z-;-P^IWBING: $MECHANICAL: f il3rc.,<>.F
tI***** * *** * * * ** ******** ***** CoNIRACTOR rNFOR!,IATION ** * * ************** *** ** ** **t Eeneral contrac-tor! ll4sfo...r .r.Jv,cl,Jc .or.r. Town of vail Reg. No._Address:b € / v'i-tL 3> z 't 'r- PhOne NUmber : 7e t -q U t
Electrical Contractor:
Address:
t)*,n /(,,+n 6l r r.or, -Tosrn of Vail Reg. NO.
Phone Number: 4fq tvT
Town of VaiI Reg. NO.
Phone Number:
Plunbing Contractor:
Address:
(-<4'r< t r 'vttro n-Town of Vail Reg. NO.
-\ € .J.,ax_c-6 9oZo I Phone Nurnber: 3.\- 67 J -z.c.,tc
******************************** roR oFFrcE usE *******************************
BUILDING PERMIT FEE: /lbO,rc BUTLDING PIAN CHECK FEE: .9T?,OOPLUMBING PERMfT FEE: pTlruFrrNr: Dr.lN r.rrEnr. FFF.PLUI'IBING PI,AN CHECK FEE:
MECHANICAIJ PERMIT FEE:
EI.,ECTRTCAL FEE:
OTHER TypE OF FEE!*FrtttL
DRB FEE:
MECHANICAL PIAN CHECK FEE: W
RECREATTON FEE:
CLENI-UP DEPOSIT:
TOTAIJ PERMIT FEES:
lffil{r/- 1 n-t l-r_r_r_
t-tlt_t-t_ ^
VALUATION BUTLDTNG:
SIGNATURE:
ZONINGs
Conments:h 0e inr+,
o
CI.EAN I'P IIEPOSIT REFI'TD N):Qa'""
STGNAtrTTRE:
a44 ,,(?Oz-t,
f('56///
l,
75 roulh tronlrge road
Y8ll, colorldo 81657
(303) 479-2L38 or 479-2L39 otflca of oommunlly deyelopmoltt
BUILDING PERMIT ISSUANCE TIME FRAME
If this perTit.f!9uj.res a Town of Vail flire Department Approval,Engineer"s (Pub1 ic t/orks) reyiew and approval , a planning Departmentreview or Health Department review, and'a review by the duiiiingDepartment, the estirnated time for a total review iray take as l6ngas three weel(s.
All commercr'al (large or small) and al1 mu]ti-family permits willhave to follow the above mentioned maximum requiremLnts. Residentialand.small projects__should take a lesser amount of time. However, ifresidential or smaller projects 'impact the various above mentioniddepartrnents. with regard. to necessary review, these projects mayalso take the three week period.
Every attempt will be made by this department to expedite th.ispermit as soon as possible.
I, the
frane.
undersigned, understand the plan check procedure and time
Communi ty Development Department.
75 3oulh lronlage road
Yell, colorado 81657
(303) 479-21.38 or 479-2L39
TO:
FROM:
DATE:
SUBJECT:
Read
oftlce of communlly development
ALL CONTRACTORS CITRRENTLYL REGISTEP€D WITH THE
TOWN OF VAIL
TOWN OF VATL PUBLIC WORKS/COMMUNITY DEVEI,OPMENT
MARCH 16, 1988
CONSTRUCTION PARKING & MATERTAL STORAGE
rn sunmaryr.ordinance No. 6 states that it is unlawfur for anyperson to litter, track or deposit any soil, rock, sand, debrisor nateriar, including trash dumpster-, portabre i:oireti andworkrnen vehicles |pon. any streetl sidewaix, ati"y or publicp1?9" or any portion theieof. The right-"i-riy 6n alt Town ofvar.l sEreets and,Igags is approxiurately 5 ft. off pavernent.This ordinance wilr be striilry enforcld by the iown of Vail
_lYPli." works Department. pers6ns found viSrating this ordir,"r,""wrrr De grven a 24 hour written notice to renove said rnaterial .rn the event the person so notified does not compry with th;--notice within the 24 hour tine specified, -ah"-il;iic
worksDepartment wilr remove said nrate-rial at tne "xpJnse of personnotified. The provisions of this ordinance sniff not beappJ-rcable to construction, maintenance or repair projects ofany street or alley or any utilities in the rigni-a-way.
To.review Ordinance No. 6 in full,Vail Buitding Department to obtaincooperation on this rnatter.
please stop by the Tohrn ofa copy. Thank you for your
S,gn ReView Action rOt
TOWN OF VAIL
4/ --Category Number-':5-:
Building Name:
Project Description:
,^,. s//,i/'t,r
Owner. Address and Phone:
fl4 t/th-a(T i
nrcnitecfL|onrai)Addressand enone: f i Leutrt( -.i:e-e r-/rn/n
LegalDescription: Lot ? Block / subdivision /al f Liv) /e", / '7 C
,-- t t Board lStaff Action
uotionoy: fi 4b &al^,P,r/ vote: {'
seconded nyt 6.(/' /t r^^n
\t
2{ Aooroval
n Disapproval
fl Stafi Approval
e$
(-".A
,4t.l.',.^,
Town Pl
Date:
anne[
ah z/;DRB Fee Pre-pai{
4NTL€R
,ry
SA T \NIL
February 17, 1994
Randy S touder
Town of Vail
Community Development
75 S. Frontage Road
Vail, CO 8165?
Dear Randy:
Thanks for your help in working through the approval process for our elevator
project. Persuant to the DRB meeting yesterday, I'd like to clarify our
responsibilities reganding landscaping.
We will expand the planter in front of the office area. It is currently
twenty-seven feet long by five feet rvide. It will be enlarged to forty-nine
feet long, with the same width as before. This represents about an 80%
increase in size. As before, it will be fully planted, with little or no
"open space" between shrubs. We will generally use the same plant material
as before (honeysuckle, azalea, columbine and dwarf alberta spruce) with the
addition of at least three aspen trees. Each of the aspens will be a minimum
eight feet tall with a two inch caliper.
If the aspen do not thrive after a few years because of the size of the
planter, we will replace them with the tallest viable option we can find. We
understand that the intent of the DRB was to have something tall which will
mitigate the "verticality" of the building. We agree with that intent.
Again, thanks fon your help and I'll talk to you soon.
Robent LeVine
or;,}?ir
Sincerely,
680 West Uonshead Plf Vail, Colorado 81657 (g}g) 4C471 rnx (303) 476-4146
rVrirlar Erevator service co. w","ir; %
=lmE=ar
I nter-Off i ce Corresponde nce
. Ta: ZE. .€u,. t4uz.sA - EletzteZrrc, - /tqi6ca. n''-Z,/Z /t /?4
R*t: t?.ay fitroy - .Htze.tqz €z.eanaA
-,.- 2E: /zal9 Faa Ecgunrn Scra,artatr € .4p.zatt*r*<t Fa.a
,c/Y7'a&s 47 t/A/t,-
2 .8'.4
E*zzasaa 4E zzazs caty ar Pfuv'r A4zu/a7/ar' F6e
-f?E PZe,ntetAd EzCuane ' *e h,,e ,4atrza^t -a- tl&z
. n .,<€ aF /at7vaFrulae dF ,4*at - - ,*va s7E4zzzaz
42u/./ ,ar l€yats / € .2 ar .'vs .ezra, Alr'H S, t'jF
< c FtEz fazlrry ,.?asazaq6?rJ r)rrr' REae.
Eru74^te4; 27 ZA'aZtzS / c J! .. .3- +d ,a2 .'eCz2c,CA lO
3ot' x &1t' '' *l/zar .eaqrutt^ J1 'x' 84,t' AlHtc* eA
6€ Acutezaz .Ar Ea.a.e- €atraa,rces 3, ir E 6, 7
-7 Seusur A .zdtill t&rttszt/ Aard Strg t/tstr ,frar 8a
- zU€&fa fa CzectFz rZC €zaaatce. .{asa<s.
7.44/uES: FAA )loaa .gffi",aF ' Dd A/4rT //€Sr?gE
fuzct*a .*tE Ftz. CZazrArzaal re. 4oarlrAt'Cz izVw**qAt.
oM-93-C-r 11,/90)o
*cr
s
-figs
E$8s-6Ft-
e$
EP6t
fiB*
II
a$
R
EI.F
{qtt
\,,\o
f
{{I
t
?
+t
a
4
f+'
E^vl
\
c
/
E
FrJJ
ll_
t.l\t
\(Lt
a
ftl
-la-a,7
F!F
ZF\rFIN ttr-b Yrral
!gFE,q
T,F;C(rJ(tr o-
l\Bq h
rJ
{
d
\
YP
\
\f
7-a
-t
{al
B
lilA
t0'd
z =I*t
iilot8s 'sr xvc
s?6r99a-sTe
u$v glt wlltH
@@ XIJITDhED
[9191 631t t'-'t-ts!
a@.gr. re. TE'ttdn
o
-
.q.
.f\l
U
\c
tr)
l.
\
3
\l
$l
o9
Y
I
-a
itr\t
shr
{lr
a
II
I
Itr-
I
t
$\
frsD
^rl\
/
L
IIItr
!lr\r
Flra
t-
I
=--
{,\o
1lt
-+l-
ll
ll
lJ
Jr_
ll
ll
Ir
-]t-tl t
1(
::11 "IlrJFi:l-1t-
_l I_ll
tJl
Il-.N,
$$
.
-:-
-,- g
!r
\N
I
I
l.-n*
I
--t
j
:
j
j
!
I
_-- -
:
.
1
j
:*
:
:
i
:
i
:
l
l
I
1:
--t -
1
I
l
--t -
j
l
I
, A,urtee.S Af ,VAtt-t# L--
rli
il
- Sleess
i t.t
It_Ito
6woe Im -;-;%"
- 8-gro4 tanc
q
ll
I
I
I
I
I
/1,/a/e: i
ItVOr fO gat€ !
use'Gtue^)'una*nttS
4NTL€R
,ry
SA T \NIL
April 21 , 1994
Gary Murrain
Building Department
Town of Vail
75 S. Frontage Road
Vail, CO 8165?
Dear Gary:
Please accept this request for a variance on two of the door openings for our
remodeled elevator. Seven of the nine elevator doors will open a full 36".
However, the doors on the first and second floors are impacted by a poured-
in-place concrete netaining well. This wall supports the prestress concrete
"T's" that comprise our parking deck. Altering this retaining wall in any
way would be both prohibitively difficult and expensive.
Consequently, the clear opening: on the first two floors will only be 29".
While we lsnli2s that this is three inches below the ANSI code, we feel that
the other substantial elevator access improvements we are making more than
compensate for this s6rll s}r61ffnll . As you know, our elevator currently
stops between floors. This makes it inpossible to access any of our
condominiums without taking at least seven stairs. The remodeled elevator
will stop on every floor, allowing handicap access throughout the building
where there is virtually none now.
The hardship of having to alter the retaining wall in question is such thatif we were required to do so, we would sinply not be able to do the project.
Obviously this would leave us in a situation which is much more inaccessible
than that of having two doors that only open 29".
Thanks for your help and consideration.
Robert LeVine
General Manager RIn€-sovE0
APR 2 5 1991
TOV.COi|iiIVI. DEV. DEPT,
Sincerely,
680 West Lionshead Place Vail, Colorado 81657 (303) 476-2471 FAX (303) 476-4146
t.
rt'
TOWN OF
97
Job AddTESS: 680 LIONSHEAD PL
Location...: ANTLERS
Parcel No.. : 2L0I-0'12-06-000
Project No.:
SPRINGS
SPRINGS
816 01
81601
Add Sq Ft:
co
co
Description:
REROOF BLDG
OccuPancy: R1
Type Construction: II FR
TyPe OccuPancy: Rl
Multi-FamiIY
Type II Fire Resistive
Not in tablel
FEE SUI'IIIARY *rihi*r***#**t*tt***r*f *******fff*r***f,**il***r*f ***f,*
fof Grs Logs:
Total, ca[cutlted Fccs->
Additionat Fees-------->
Totat Plrmit F!c------>
Payncnts----
BALANCE DUE-_-
.00
50.00
.00
250.00
1,111.50
1,111 .50
.00
1,111 .50
1,111 .50
.00
ii#offiB
75-South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX970-479-2452
APPLICANT
CONTRACTOR
OWNER
Valuation:
ti raDhcr lnformation: Rlstri ctcd:
Bui tdingr-->
Ptsn chcck--->
InvcstigltiolD .00ui . c.[ [--> 3.m
ACE ROOFING COMPANY
P o Box 276, GLENWOOD
ACE ROOFING COMPANY
P O BOX 276, GLENWOOD
ANTLERS CONDO ASSOC
50,000
fof Gas Appti ances:
49O.OO Rlstu.fant Ptrn Revi "u->318.50 DRB Fce---------
Rccrcltion tcr----->
Ctean-up 0rT osit------>
TOTAL FEES------
DEPARTMENT OF COMMUNITY DEVELOPMENT
Department of Community Development
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMTT Permit #: 896-0029
Status...: ISSUED
Applied... 03/22/L996
ri-sued. .. I 04/22n996
Expires. . : Lo/L9/1996
Phone: 3039455366
Phone: 3039455366
Phone:945-5366
dof tlood/P.tt.t:
Item: 05100 BUILDING DEPARTMEN!-
1113,.?. / r?790. FHf; fi *, *
"o8E
i Rft i}{tfi ii61722t79ga LAUREN Actioqi APPR
it'em:' 65600 FrRE DEPARTI.'IENT - ---
lgln?, t fZZSo'$8S['. *6fik]"'' T:i61lh/19e6-cHUeK Action: APPR
DePt: BUILDING
Dept: PLANNING
Dept: FIRE
DeDI: PUB WORK
Division:
Division:
Division:
Division:
I hcrcby acknoutedge that I hrvc rcad thrs aPp(rcallon, TrLreo qur rn rur( rrrE rsYg"!v'
pran, md st!t. that "tt .r,.iiio.iliiJ'i'i.iliiJ-ii l".l:,1*,1.^::l'li1^.1-lelll^3.:3:t,iltlj:.tl*in'l:l
See page 2 of this DocumenL for any conditions that nay apply to this pernit'
DECLARATIOI{S
I h$rby acknoutedse that I hrvc rcad.this aPptication, fit!*,?'t-il-1tt :h:-iil":5::3l,l"3lll1i.'ll?::::1.':l accurrta PLot
and ptot ptan,
subdivisioniilffiil ;i;;"ii-i;'"iii"iiiil, i"a .tilq.,*:,,""1 !" *l!d-:l::-::::"::':,:"9:::t5"l?"*zoning and
&::,";1";il".il* ;p;;il; unitor- arito;ne c6de and othcr ordinlncca of thc T.ovnlfpti to.
oFFlcE FRolt 8:00 Afi
REOUESTSFORIT{SPECTIOI{SSHALLEEI'IADETVETITY-FOI'RHOURSII{ADVANCEBY
Scnd Ctcan-up D.posit To: AltTLEns AT VAIL
{S ^tn"*oru*
)I
****************************************************************Statennt
no*nn or VAIL, coLoRADo r*****************************
* * * * * * **** * * * * * * *ii1li* *** * * * * * ** * * * * * * * ** ** * * * ** * * |
sraremnr Nurnber : REc-o-1 24-
-
A':YT : :
"
:
"
r ;
t ; 1 1 1' 5 o o n / "r(ttl' rtii3t;:fiffi iHff;: &ici--""'i:3:-t1i:1i
permit No: 895-0029 -T{P:: A-MF ADD|A'rL
Parcel No: 2101-o?2-0q-909-
site Address: 680 LIONSHEAD PL
Location: At{Tr,ERs Totar Fees: 1, 111.50
rhiE Pavment 1'111'50 rot"i"iiirili:; t"tt'i3
***************************************ii***********************
Account code Descriptioa,:; """. ffi:t!
sis88s iliil 3gl?Bi"i'i?l#'l'ff"' so'oo
01 oooo 41332 pr'al'r $recr rens 318'50
01 oooo 22002 linexup DEPosrrs 250'00
oi oooo 41336 T"-1!1-T::!:::-:'-2----------.111--
J
OFVAIL
********
T0WN
ff|eslfrdIrrnrf,ntag,@29 " Dz,u ':l:::':'i**YimlW:T:T..ffffiH:fftw.??**************ii*li*i7/"11'*;;*******************************
Applied: 01/}?/,!2?9i:;;;; oi'112'1tsssr" iiiilll io'11s'1vsa
s7o-479-213V479-2139l;ffi;?r'Iwr eoo/nr't MF BUrLD PE-RMrr'*eiiii"'"iit: AcE' RooFrNG coMPANY
3039455366
Job Address:
Location:
Parcel No:
ANTI,ERS
2101-0?2-06-000
DescriPtion:
REROOF BLDG
Conditions:1. FIELD INSPECTIONS
2. ROOFING }4ATERIAI.,S
ARE REQUIRED TO
MUST BE CLASS B
CHECK FOR CODE
OR BETTER
COMPLIANCE.
{g r"n uoruo
NOTE: THIS PERMIT MUST BE POSTED JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMTT Permit #: 896-0029
o
ON
680 LIONSITEAD PL
ANTLERS
2101-072-06-000
Add sq Ft:
#0f 6as App[ i ances:#0f Gas Logs:
FEE SUIIIIARY
Bui tding-----> 490.m Rrstuarant pLan Reviet-> ,OO Tote L calcul'atcd Frcs---> 1'111'50
Pl,an check--> 31E.50 DRB FeF--------------> 50'00 Additionat Fccs---------> '00
Invest,ig.tion> .@ R"crcation Fce----------> .oo Total Permit FGc------> 1'111'50
l,,i Lt caLl,---> 5.q) ctlan-uP Deposit-------> 250'm Pryrsrts----------a 'm
TOTAL FEES-----*ffiiffiff*ihtlnt
Statu6...: APPROVED
Applied. .z 03/22/t996
riiued...: 03/22/teg6
Expires..: 09/L8/L996
Phone: 3039455366
Phone: 3039455366
Phonel. 945-5366
#0f Uood/Patl.et:
APPLICANT ACE ROOFING COMPANY
P O BOX 276, GLENWOOD SPRTNGS CO 81601
CONTRACTOR ACE ROOFING COUPA}TT
P O BOX 276, GLENWOOD SPRTNGS CO 81601
OWNER ANTI.,ERS CONDO ASSOC
Description:
REROOF BLDG
Job Address:
Location. . . :
Parcel No..:
Proiect No.:
50 r 000
Multi-FamiIY
Type II Fire Resistive
Not in table!
OccupancY: RI
Tlpe Construction: II FR
Type Occupancy: RL
Valuation:
Fi repLace tnformation: Restri cted:
Dept: BUILDING Division:
Dept: PLANNING Division:
Dept: FIRE Division:
Dept: PUB WORK Division:
See page 2 of thie Document for any conditions that may aPPly to this permit'
DECLARATIOT{S
I hcrcby acknorrl,.dgc that t have read this appl,ication, f itl,ed.out in futt the infornation required, conPlctcd !n accurlte ptot
pl,!n, and strte thlt att trre iniornation pro;idcd as rluircd is corrcct, I rgrec to conpty vith the infornttion rnd ptot ptan,
to conpty uith att Toyn ordinlncca and state [avs, and io buiLd this structure according to the Tofln's zoning rnd subdivision
codes,'disign rcvicv approved, Un,iforn Buitding ciae and othcr ordinance3 of the Torrn appl'icabte th.rcto'
REOUESTS FOR INSPECTIONS SHALL BE I{ADE TIIENTY-FOUR HOURS tN ADVAI{CE BY TELEPHONE AT I'79-2138 OR AT OUR OFFICE FNo|I 8:CD AII 5:fl) P}I
Item: 051-00 BUILDING DEPARTMENT03/22/1996 CHUCK Action: APPRIt'ern:' 05400 PLANNING DEPARTMENTM/22/I996 LAUREN ACtiON: APPRItbm:' 05600 FIRE DEPARTMENT00/22/1996 CHUCK Action: APPRIt'em:' 05500 PUBLIC WORKS03/22/L996 CHUCK Action: APPR
Smd Ctran-Up Deposit To: ANTLERS AT VAIL SIGN.ATURE OT OI'NER OR CO'TRACTOR FOR HI SELF AID OI'I{ER
o
*****************************************************************'***************
CONDITIONS
Permit #: 896-0029 as of 03/22/96 status: APPRoVED
********************************************************************************
permit rype: ADD/ALT MF BUrLD PERMTT Applied: 01/,??/'!229
applicant: ACE'RooFING CoMPANY lsEued: 03/22/1996
30394ss366 To ExPirez 09/18/1996
Job Addreee:
I-,ocation: ANTIJERS
Parcel No: 2101-072-06-000
DescriPtion:
REROOF BLDG
Conditions:1. FTETJD TNSPECTIONS ARE REQUIRED TO CHECK FoR coDE CoMPLIANCE.
2. ROOFING MATERIALS MUST BE CLASS B OR BETTER
t.
15:43 No .011 P.01
PERI{IT iI
t hJ-
!
. ) APPIJtrCAIIO}| }tUST EI TIIJTED OUI COIIDI.ITEIJY oR II! T{,f,y Nor BE AccEPTaDaf
ll*:y"'r*rt"***.*..*.t**lt tsRltra rlfloru(A|DloN *.tr*1t..***-rr**.rr**.*r*;rr
[r]-Bulldlng t l-prunblng I l-Bkctrls.l J J-rrtcchanlbal I J-other
rrob Nanor n l/T?-t?.s rtF.t?q trob Addre.tr
LgrI Degcriptlon: Iot 3
o,nnGts Namet ANncn lddr.rrs
AddrcrrrArchitectr
Nunber of, tlrr.lllng vntlat b Nrrnbu o! Acconrnodatlon Unltr: (2
fuer and qpr ot Fireprrcett cl, AEtpLLancteZ? cr" r_ogr:L.wood,/prrler--l.1!
,[* ' r.* rrrr!r***t*t **a..rr*rir*rrar VArjrAttotfs *r** **..* t*r***.tr***r**r*.*r ar*.r
. o.n6ral oorcrlptlon, ,
9'-I4,ork cllsir [ ]-Nou I i-Attcrog,ioo J ;-166ltlonal '/-fiigatr t l-orh.s..-
iutr,otrc, 1 {o, ooo. _ Er.Ec|mrcu,! qtugnr I
Br.unBrNc:PIU!,IBING:; D
--
t{EGtt$Irc Ls l-vlrt'r * **tt*r **r..r i***1.-.1** ^@lrrglcloR rNtroRl{ttrol7 Elngrai cohtErcearr ttrt' /?-t, -.-
|IOTAIJ:
;;;;;;;; ;
- - -)E " rra/:,;/lroR rrrorurrroN^ :.r r * : :'-* r * r.r r. * * * * * r!. r * r I r
Elg^ol-y_"1 Reg..ro. lz?- 5Add!ee'! ( r, r^r--.F lpwn eI v-arl R€9. NO. lz-Plronc Nunbett _?,/f SjZEloctrlcal Contaqctgrtaatlrriei-- , ,.. . - - I Town of val.l Rcg. t{O.Phon. Nuhbcr !
Plunblng
Addrcg:
* * *ar**r*tr*..** at a* *1a..*t**at* FonBUITJDINE PSR}'IT TUE!
PT,IJTIBING PN}|Ir FEE,t[EgllAlflcA& EDRI{I! FBB:
-
fown o! vrll ReE. NO.Phon! NulDcr:
Tom of Vall Rcs. NOPfrone llunlei, ---''
OllfCE USE *r***. tr******!.*rr*r** * *.. *tt.*
eontraatort
Mechrnical
Addroe;congrrctor:
EIIECIRICAL F8E:qIBIi TYPE OF FEET
DRE 8tE3
lqIIDrNo PtaN cHscK FEE:
_P-gllqPrNc PraN ctrEcx FEE!lEqanfcrt PIAN cBEcK pEE!
RECRIf,IIIOIY FEEI
CITETN-UP DEDOSITS
T0IAIr PtnilI! FBEEI
SUTTDTNG:
SfONll{'R83
ZONINCT
STATAE{'AE'
-,/
/')un.--',. ra'r- vAtc'
6oo o,p
(fr, '
L tostil.-4a
TOIJN 0F VRIL C0l,l-DEU ^ID':3A3-479-2452It
luun
14FR 20'96 15:44 No.011 P.02
't
t5 rout|! tro|rt|ttr tatalxll, sCor.rlD ailtTl!ot, 479-2138 or 479-1t39
TO!
FROII:
DATET
su&t8er!
ofll3. ol Cornhunlly d.ralopoant
l!41-o9!IFAcTonB cunREMr/yL REGTSTERED t{rrtr rTrEAOMI OF VNIJ
TOI'W gt VAfL IUBIIC $OnKs/col,tMtNITI DUVETiPMENT
t{Aiclt 16, 1988
CONSTRUCTIOI| DANKTNC S !{ATERTAL FSORAGE
(i.e. contrastolr orrnrr)
In suh&rry, Ogdlnanco_ Ng. g_rtatc, thrt_^tr. lr unlauful ,or rnyperson to ll.tt.r. Tggk-o, a.pJiiI ii]-rorr, rock, rand., debrieor narerlar, inclualng_lra3rr euap.tiii, portabl. toir.r3 rndnorluten vehlchc uDon-any .trcstl-ililiarr, lrtey or publlc
**l.g!**i#iht*gtr*rf i H"s*xi;rn En. ev?nt th. D.r.rgn ro. Tottff--ijr" no. eorpty wlth thenotic. wi*rin rhr- 2.-.hour.pruj-liiriill,- .n" pubrlc workr.p3:p"?nr urlr rcuorri iira "itliili-i;.iiiili$rt t'J::Iliiffi;i';:*;"ffti:'ii:-ifi il'io!'o3"*on
anv r*ecr "r iiil|'or rny'u€Iilr6;"fi ff.Tn,!i[-f*l;:.' "t
$3ti'$iiol#tl:Hl*' G rn tull, pr.r': .t.p by thr ror,n o!cooporation on tirie'ff$":: obtrln i copv' i[;i ioi iIi'viu,
..TOI'JN 0F VHIL CO|-I-DEU
OID:30i-479-24.52
f,1cR 20'96 15:44 N0.011 P,03
oftlcr Ol connud0 drvdopmut
luwn l|al
BUILDIIIG PERfiIT ISSUAIICE TI}IE FR./AIIE
iigiiilF:i{ritlifi:!"i{i:lLH'] *[*. ?lol'ff ll, l8ost[];..,
i;;i iu irli il'.3; ffi l:ti'l, ff
il# r; *;, ;:!
i *'rune l: l"fr ij,i "
ls thrge ]{!elts..
All conmrerctrt 0arce oi :trll I rnd all nulil_family pennlts wlllnave t0 follor* the ibovr-nrntr6nea"niiirii'i'iigui"*"ntr. Resrdentir.rano snrll phoJects ihoutd_!f ke "-fdfi;ilidil'or trme. Hoe,evcr. ifFesldentfel or snullen DnoJ.ctr t,iiiii' tnl"iiirlr, .oor" mentioneddepa rtnents rrith rco! rd' to- nrces jily-ir;i;, :' i#r" pr.o J ect$ mayatso trl(e the thrre-r€rk per{od.
I:9.{^.!!*pt witr be *g! Oy thts deparhcnt ro expedlte thisperTrft !t soon rr posslblr.
I,.th6 undcrsigned, understrnd thc plan checl proccdure and t.lme
tl routi lron||i|. roatt
u|ll' 3916195 al6lt(tot, 479-213t or 4t9-lu9
fti. tZao// T-a.sYlt
Da te--iloi sheet uniJuFiEd-lFFth'E
0!veloflnpnt DcDutnent,
TEIJN OF
t
UHIL COM-DEU
70:
FROM:
DATE:
RE:
OI
D 3 i or-4tt
ill,to.ronou"
ALL CONTiACTOFS
TOWN OF VAIL PUELIC tvORKS DEpARTilENT
MAy 9, toga
WHEN A "PUBLIC WAY PEFIIIT" 19 BEOUIRED
xRR 20'96 15 :45 No .011 P .04
rfob Name:
Dale;
rr8a89 answef thc tollowing gusstlonne,ro regaftilng the need for E.publo way pgrmit.:
.YEg
1) ls this a new reeldencs?
2l ls dcmolltlon work being peilormed
that requlreo lhe use ot ttrc rtgnr
0t wey, oasomerus or publlo ircpcrty?
3) ls any uililty wol|t needed?
4) lr the driveway brlng rcpaved?
5) ls dlftoronl tsgss needld lo 3tt!
other than cxiiting drlvewey?
6) ts-.any dralnago work brhu done
Eftsctjng the dght of nray, italmentg,
or public piplpety?
7') ls a'Revocablo Rtght Of Way pcrmtt'
reouired?
8) A, b the rlght ol tvay, ctoemenls or
?!9tio ptop.erry.to be used tor sreghg.pafiitlg 0rtrnclng?
B. _ tl no to 8A, ls a parking, ltegtng
or fenchp plsrr rcqutiod by C6mmrinrf
Der/elopmgnt?
lfJP. "lly"rrO
yes to rny of lhoso gusEtion3, e "publlc way permlt. mu$t be obtalned.'Pubttc wav permrf aDDirodronB rlt br ;bfi";i'a n" pubre worrt,c olfice or atcomrnunirv Dweropmeiri
.r! ryq E!-"I'lqrlliijii priris" *ijHe'd;;';;ii, iie ro*nof Vail ConslruAton Inspeaoi, el 4Z9.216g:
I have rcad and snswercd alllhs sbow queafonr.
!g
,
.
TEUN 0F vnrL Cor,t-DEU
orD:503-4?9-24s2
20'96of4ffR 15:46 No .011 P.05
PUELTC WOnKs PEFilIT PF9CESS
How it relabs to BulHing per.nlt8:
.d,lpttq
Fill out our check list pro\,ldgd w!th, I buildino ocrmit Epollceilon.lf y". uras angwsred to rny @pubric way,, is
I99rlt€.d. Y9t tn piok up an epflcaUon at dher Communiry Oo,eoim"ni
loaated et 75 S. Ftontacr Foad or publc Workq tocared at r gtig vail-VifLi rjhr".
Notica..6ign .offg for uullty. companlee. All udlties musr field vefify (tocat€)
Isspllrye u0litles prlor to caning rpplceron. some uririry corpanies i",iri;upt0 a 48 hour notlcs to rohodule i tocate.
A construoilon trsffic controustaglng pltn muSt be prepared on a separate sheetof peper.An approvod slte phn may abo ba used. ' ftrie ptfn wlll sh'ow focatiornof gll tratflc control doviorts(gigne, cones, gta,.) end the work zone, {area ofp9nstr.r.aug1, florne, cb,.). rirs pran wiri e,otrb on ot. rsir,.-rnl'iirr'i"ei ioh6 reaubmitted for appmvd through the wlntci.
skafch of work being pcrformcd mu$ bc rubmrtted indrcrting drmsnsions (rength,yi9]h.l depth. of wofi). Thlg may be drarn on the trafflc Eontor prin oi a-'rii"plan for the job.
Submtt complete9 eppficetlon tc the pub[c Wo*r,s otfioe tor rwiew. lf reouired.locateg will be schedurrd for the Town of Veir Electdcians
"no
rrtrg"uon "il. ;ilocates tak€ praca rn tho momlng r,rt, rav reqrrre up ro ce nouis to p"trorm. '
The Publlc work's conthJdion lncpector will rcvlew the application and aDoroveil di$ppro/e the permrt, you wir 5e contaoted ae ro tre sifui anJ;ithlffi;in-e-eded. iloet permits Era rrleeoed within 4g trouie ot being reeerved, 6ur poa-lallow up lo ono lveek to pt0cef3.
As soon ss the permlt b process€d, e copy will be faxed to Communiwuev_oropmoil.eilowing thg'Bulldlng permif to bc rol9a8sd. please do nol conius;the'Publlc way Permit" with e 'Buildtng permlt" to oo wo* on a project itsetf.
I|(ITE:
: I[.ibS,* pjocql tr tor woll |n I publs wey onty.'Publla Wry Frrmftr |l. vrltd onfi uhut ]tovrfiber tsttr,r A n w Publrc wry pomfl |r r.cuhod erctr'pJit uvort r! not comprete.
1)
2)
3)
4l
5)
6)
7'.)
TEI/,N 0F VRIL C0]4-DEV I D 3 303-479-2452
MIYNOFVAIL
75 Sourh Fronagc Rad
Vail, Colorqlo E1657
30347e.2t38/ 179-21J9
FAX 3o'.4n-2452
MRR 20'96 15 :46 No .011 P .06
lom P!iltt.
Irrollrllr0 rtlDtD tftcf rprr.ttlo lol I tlcaltlcl'I. tlll|ts
1. I|EAT IrgS cALctrtf,Tto]f3,
2, TO ECALE tLOOt pl,Atf ot utcttAt{tcAL toou wtEH EgurpMBNTDRAI'N IN AO
'CT&E,
t{t8H PIITSICAI, DIUENSIONS lND BT'nABINcg OF llrlr EOOIPTIBNI tN UECEAI{ICAL R@!{.
3, -q!9! !-r!q Ar{D rocArtoN oF coususrroN ArR Ducrs, FLuE8,VBIT CONNECIDOR8.IND CA8 IJINE5.
{' NotE tttlETtf8R Er,EvtroR EgutPMlNr wrLL Arr8o BE INSTATJLED rNIIECHIrIICAI, ROOU,
'rrLutt !o rtolilDt ltrtt rlFotr|lttot ;ttiL Drr.rt
.TCUN OF VRIL COH-DEU
Intn
or
D :303-47e-2452 15 :47 No .011 P.07
o,tllof cf ooiurudty di.lofl|rrnltl|clfitro|tl||rrcdr.t,olbriofi3t(s)frlafll(n).?$tlt
tlotrcE lK, ooIiEnACtORtt/Ovmn Burr.DtRs
Effective itune 20, 1991, Che Town of VaiI Buildlng DgparLmen! hasdeveloped the forlow.i,ng proc€durea 1o eniure rhat no* construcElonsites h.ave adeguat€ly - citabtistted -ryof9, drlinage f rorn buildlngsites along and adJaCent to Town ot'Vail roads of streets.
Th. Tora of vrll pubUo tforkl Dcprrtornt rlll be r.gsl,r.d Loil:f::t lal.lpFrove _a-nigrgJ _iai.-""l-ro rorn ot velt rord. oE!--r..tt rnd tlro I'artrllrtloi of e-uporrry or t cs'rn rt. curv.rte rtrcs.rr Polntr troo th. lord or rtrric on'to tii;;;a""Ai;i rrtr.Such approval muet be obt.a.ined p"ioi to any requeat for Inspect{onby the Town of vail Buirding odpartme-"1 -f6r robting" or-f"iporuryerectrlcar or anv . orh_er iirspeilion. - preas{ -;;ii 41g-,ii"oo torequest aD lnspectlon frgn th-e pubric worrs Dlpait."ni,- -alo,
"rnlnimum of 24 hoUr noticQ.
Also, the lown of Vail public htorks Department wlll be approvtng
::]^,5ilil- drainage and culver! fnlla-f-fitron wiBh reeul:ins roactParclrrng a9 necessrry^. such approval mu6t u. out"ined -piio,
coFj.n.r cartificatc of -Occupancy ii"""nEe.
\
4N L€R
'#9A T \|hIL
Ercrn; Intlers
Ib! lthn of vail cfiirulli
$bJectr Antlea h-rcof
Plea.ae aoccpt t*d,s
wlth tha r.r-rroflrrg of AtlLlrrc$ tuildlql.
MORANDUM
mrefogcnE
;Iorr ltrs rrur tmrm at$Giatldr to prooeed
ME
Dater t{arch 21, 1995
Ibriks 1ou for: lnarr'
qumtfuru.
tbbert t.€vrJE
GEEaf Uanagsr
680 Wcct LionEhcad Placc Colorado 01667
pleate lct m ls5r it utr are arry
(g70l176-2471 FAx (97q 47A4146
9rT'9IDSBS 89:tT 966I/lZ/EE35Vd IIVA ]V SU3']INV
/o
v1