HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5E LOT L SONNENALP REDEVELOPMENT PART 2 OF 2 LEGAL.pdfArlrlitions-Residential or Commercial LD);L), gr_6L
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 97 0.479,2128 fax: 970.479.2452
web: www.vailgov,com
All projecb 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 Revier4,
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 bullding permit is issued and construction commences within
one year of the approval.
Description of the Req lto(LVl1one vputl
ft4.o t
Location of the Proposal:5'E ,ubd,r,r,on,
4r
Physical Address: 70 8tb5 fr
Parcet No.: ?-lOlf qZf t C i (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Name(s) of Owner(s):
Mailing Address:b5
Owner(s) Signature(s):
Name of Applicant:o.t-fr-->
Mailing Add b.
E-mail Address:
'@m
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 Construction of a new building or demo/rebuild.
$300 An addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 Minor changes to buildlngs and site improvemenb, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 Minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 Revisions to plans already approved by Planning Staff or the Design
Review Board,NoFee pCOSo${l
r..?arrz 6L7q l/$' r'Yv -
$ruv'ntg
V vi 1t"* |
Type of Review and Fee:
n Signs
tr Conceptual Review
tr New Construction n Addition
D Minor Alteration
(Multi-Family/Commercial)
! Minor Alteration
(Single-Family/Duplex)
M
vl
8 (/t
'
{
\/
,( chanoes to APProved Plans
! Separation Request
(
Fl'3ff"j69't' ,n",**o.. lb'/b w,
Meeting Date:6 -/f,-of,\-P5
(.t17 Oar
ras9
5 rrrcn anp 6v"b eurr et 6zt
/rfo T I Y----,
lOIflNOF YTII
1309 Ekhon Diae
Vail, Colarado 81657
97M7*2158
Fatc: 970-479-2166
uruuvaiftoucom
Departmmt of Public Worhs 6 Tmnsportation
ilLt c0PY
May7b,2007
Dear Mr. Faessler and Mr, McNichols,
In accordance with the approval documents of the Sonnonalp and the One Willow Bridge Rd
Developments, the developer is required to pay for one third (1/3) ofthc sfeetscape located
within the Town's Right of Way along E. Meadow Drivc. The portion of this area that was
agreed upon is 5000 square feet. To date 4000+ square feet has been constructed by the Town.
Based on the unit prices that were rcceived as a bid betwecn B&B Excavating and Weitz
conslruction, plus the additional proportionate share of soft costs, the to{al cost to be reimbursed
to the Town for the completed work is $75,392. At such time when the remaining 1000 square
feet of the improvements are completed a similar cost share and bill will be provided. It is
anticipated that the rcmaining cost will bc on the order of $20,000 to $25,000.
The cost is based on the work required to conshuct tle paver streetscape uot including any
design costs or snowmelt system oosts. The Town will send an invoice to the appropriate partics
within the next 30 days. Please let us now the invoicing address and the appropriate cost split
between the two developments. ..
Ifyou have any qucstions please contact me at970479-2235.
'Ihank vou
'ffi:M,
'l'homas E. Kassmel
'lbwn Engineer
Town of Vail
CC: George Ruther
Crreg Hall
ttuc"cr-wza
East Meadow Drlve Streatscape
Son nona I NOne Mlow Reim b ursement
2 Aggregate Base Course
3 Asphalt
'4 80mm Pavers
Iola, Streetscape CGsts.'
6 Mobilization
7 Dust Control
8 Erosion Control
9 Consbuction Survey
10 Traffic Conlrol Supervisor
11 Trafiic Control Flaggers
12 Trafiic Confol Devices
13 Materials TesUng
14 Town Consbuction Management
15 Deslgn Constructlon Support
Ton $Ton $sF$
2,618,203.80
4,'t23.OO
s99.S8
203.67
662.18
1,841.62
582.77
686.62
97.83
3,40S.26
,,131.81
f
-()g t I
B u i ld i n g t) e rm it # :_ tr__o_t11' t]t oV -('D5>
Sprinkler permit #: Eg_Y:i 015_
97 0 -47 9- 21 3 5 (l n s pecti o n s)
TQWN- -of-V/r\l L- F lB E S P R I N K L E4 PEB Iv! 1l A P P L I CAT t O N
Fire Sr''rinkler shop drawings are required at time of perrnit submittal i rcl
Plans mUst be sub by a Registered Fire Pr.,rtection Contract,'r.
CONTRACTOR INFORMATION
Contact and Phone
carc^l - (oZ,-o
Assessors Office at 9704IS:8640 or vtsit for Parcel #
,c1 8?.oo
H'mj,ffif*1fr:::r'l'l n n s'lamp
TION WILL r.rErffi.[TUf*ED IF INCOMPLETE OR .ISI FL1SIu;'lfElqv
KSt,ef 5
APPL.
x
75:
Vai'
gtir
IWNOFVAIT
Frontagc.Rd.
iolorad
Iri'E
tr
Cr
: Sorinkler Conlractor:
ail Address:
, r,,actor Signaturu:
:ttact
rcel #
Job Name: SOaNAIUe Job Address:
Subdivision:
- ozzl
iletailed Location of work:floor, unit #, bldg. #)
Detailed description of work:
PA,'
work class: New( ) , '.tdition( ) Remodet D() Repair ( ) Retro-fit ( ) other( )
Tylte of Bldg.: Single-family i ) Two-family ( ) Multi-family ( ) Conrmerciatft') Restauranl ( ) Other( )
No. of Existing Dwelling Unii , in this building:No. of Accommodation Units in this buildirrq:
Do ; a Fire Alarm Exist: Yr No( )Does a Fire Sprinkler Systent Exist: Yes No( )
lpR 2(} 200*
*** ********************rr** '***,ttr* ',)t*'tFOR OFFICE USE ONLY***'f *'r,r*!r**r, ***********:,. . *r(*******
Date Rcceived:
Town of Vail Reg. No.:
Legal Description ll Lot:
\\Vai l\data\crlevV:Ol{NlS\PERMITS\SPR KPERI\t. DOC
Ap_"_eplqE16
011241200 )
STATE OF COLORADO
DIYISIONOF FIRE SAFETY
PLAN REGISTRATION FORM
ContractorRegistrationNumber @(F
(Certified Fire Suppression Inspector)
Jurisdiction
€"q.@r {Comments
(for additional comments use separate sheet)
Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department.
Copy to contractor and copy to building owner upon completion and sign-off.
ContractorsNane fte lne? AFe- ft<fMnsl
::
MailingAddress ZQt= til, Ha-oEtt k
City ZpCode Re'o4
Telephone No.
of'Wr
r 'I(llJ +I:1i! 'i ws ril
Certification No.
Inspection Cond
:
Certification No.
System Test
Signa ture
Certification No.
PHONE: (303)629-0221
FAX: (303) 623-7830
2617 West Holden Place, Denver, Colorado - 8O2O4
RONTIER FIRE PROTECTION rNc.
FIRE PROTECTION ENGINEERS AND CONTRACTORS
Automatic Fire Sprinkler Equipment Submittal
For
Sonnenalp Resort
Temporary Spa Remodel
Vail Village
Vail.Colorado
TABLE OF CONTENTS
NO.
l.
2.
J.
5.
ITEM
Sprinkiers
Pipe
Threaded Fittings
Drop in Anchors
Hangers
MANUFACTURE
Kehable
Allied
S.P. Fittings
Hilti
Tolco
Bulletin 154 Rev C
Relialrld Model G4A
Quick Response
Concealed
Automatic Sprinkler
Features
'1. Pushon/Thread-off cover olate attachment
wilh /2" (13mm) assembly adjusfnent.
2. Smooth aesthetic ceilino orofile.
3. Factory installed protective cap.
4. Available in brass, chrome or black
plated and white painted finishes.
5. Ordinary temperature rating.
Approvals & Listings
1. Underwriters Labortories, Inc. (ULf
Quick Response
2. Underwnters Laboratories of Canada (ULC)-
Quick Response
3. Factory Mutual Research Corp. (F"rt/f
Standard Response
. l-rght Hazard Occupanicies-
No Ltmitatbn s
. Ordinary Hazard Occr"pancies
Groups 1 & 2 Wet Systems Only
4. NYC N/EA 25&93E - Quick Resoonse
U.S. Patent number 4,880,063.
The Concealer@
UL Quick Response
FM Standard Response
Concealed Sprinkler With a
/2" (13mml or 1/r" (38mm)
Adjustment
Application
The Reliable Model G4A
Concealert is the most versatile
quick response concealed sprin-
kler available. lt provides the best
form of fire protection while offer-
Ing an attractive appearance and
%" (13mm) of cover adjustrnent
for ease of installation. The small
diameter push-on/thread-off
cover plate assembly is easily at-
tached and blends into the ceiling,
concealing he most dependable
fire orotection available. an auto-
matic sorinkler svstem.
The Model G4A Concealer@ is desiqned for use wheie aes-
thetic appearance is important. Officds, hospitals, motels anc
restaurants are but a few of the aoplications where it can be
used. lt is available in different orifice sizes allowinq the de-
signer,to optmize system performance, thereby achieving a
very efficient installation.
The tvlodel G4A Concealep is a UL Listed Quick Fesoonse
Concealed sprinkler intended for use in accordance with NFpA
13. FM Approves this sprinkler as a standard response con
cealed sprinkler intended for use in accordance with FM Loss
Prevention Data Sheet 2-8N.
Product Description
The Reliable Model G4A Concealer'uses a proven ouick re-
sponse fusible element in a standard style sprinklerframe with a
dropdown deflector. This assemblv is recessed into the ceilinc
and concealed by a flat pushon/threadoff cover platE
assembly. The pushonlthreadoff cover olate assemblv anc
sprinkler cup assemblies are held tight by a flexible tooih en-
gagement to the threaded cup. This trrreaded enqaqemenr
provides 72" (13mm) of cover adiusrnent. The flat co;eiolate is
altaclTd to the skirt using 135"F (57"C) ordinary tempbrature
classification solde( forming fre fushory'Threadoff cover plate
assemoly.
When he ceiljng temperature rises, tre solder holding the flat
cover prate metts, the flat cover plate released hus exposinc
the_sprinkler inside to the rising ambient temperature.
The subsequent fusing of tlie element opi:ns he wateMa!
and causes fre deflector to distribute he water. Anv secure en-
gagement between fie cover plate and cup will asSure that th€
drop-down deflector is properly located belo\,v fre ceiling.
The Reliable Automatic Sprinkler Co., Inc. , 525 North MacOuesten Parkway, Mount Vernon , New York, 10552
Installation
Do not install the G4A Concealero in ceilinos which have oosr-
tive oressure in the soace above.. CulaE'e inch (67mm) diameter hole in the ceilinq. the sorin-
kler is easily installeij with the Model G4 WrEnch. The
wrench has drive tanqs which insert into the cuo slots.
When installing a sprinRler the wrencn is first positioned into
the sprinkler/cup assembly until the wrench tangs engage
the drive slots In the top of the cup (there are rwo setsbf
drive slots in the cup). The sprinkler is then tiohtened into
the pipe fittrng When inserting or removing theivrench from
lhe sprinklerrcup assembly, care Should be taken to prevent
darnaqe to the sodnker DO NOT WBENCH ON ANY
^-r r-F\ ^^ ^r ^r rF '- ^^r \r Intrn rAn I ur rnrsrrllNKLER/CUPASSEMBLY Final
adjustment of the cover is made bv hand turnino the cover
in the clockwise direction until it is riqht aoainst thdceilino
A protective cap is provided to protecl the -dropdown spriikler
deflector from damage which could occur during construction
before the cover plate is installed. The cap is factory lnstalled in-
side the sprinkler cup. Remove cao to install scrinkler. then
r+install cap until the cover plate is installed.
Maintenance
The Model G4A Cgncealer" should be inspecred quarterly
and the sprinkler syst6m maintained in accorciance with NFPA
25. Do not clean sprinklers with soap and watel ammonia or any
other cleaning fluids. Remove any sprinkler that has been
painted_ (other than factory applied) or damaged in any way. A
stock of spare sprinklers should be maintained to allow quick re-
placement of damaged or operated sprinklers. Prior to installa-
tion, sprinkiers should be maintained in the oriqinal cartons and
packaging to minimize the potential for damage to sprinkters that
wouro cause rmproper operaton or non-operation.
Technical Data
Ordering Information
1. Sprinkler Model
2. Nominal Orifice
3. Flat Cover Plate
Assembly Finish
4. Inlet Tvoe
I'r Ofrer linishes and colors are
available on special order.
".Consult
Jactory ior detarls.
''' FM Appfoval oi the painted linrsh
is limited to whrte and oil-whrte
paint. All plared iinishes are
FM Approved.
Model G4 Sprinkler
Wrench
UL Listing Category
Sprinklers, Automatic and
Open
Quick Response Sprinkler
UL Guide Number
VNIV
Standard Finishes
Bronze
Chrome
White Paint ''?)
Special Application
Finishes
Briqht Brass
trracK flattno
blacK Harnt
Off White'')
Satin Chrome
Sprinkler Inlet Total
Adiustment
Nominal Nomina
Orilice US
K Facto.
Metrlc Thresd Approvals Sorinkler
ldentifcation (SlN)
! Non Adrustable '/2" (13mm /2"15mm 5.6 80 72" NPT (F7z)1.2.3.4 F5415
1/2'(13mm 7."1]mm 4.2 60 7z "NPT (Rh)1 .2.4 F5413
Non Adrustabla '/2" (13mm %"1Omm 2.8 40 7a "NPT (R7a)1 .2.3.4 R541
Ad 1 Y?" (38mm)'/a'15mm 5.6 80 l " NPT Male or Female 124 R5418
1'/2" (38mm\'/^"11mm Aa 60 1" NPT Male or Femate 1,2.4 R5413
Adiustable t h" (38rnm)3,1 1Omm 2.8 4A 1" NPT Male or Female 1.2.4 45412
Fig.1 - Vz" NPT Non-Adjustable lntet Fi].2 - 1" NPT Male-Adjustable lnlet Fig. 3 - 1" NPT Femate-Adiustable lnlet
3.::.q*xl:ll.",::ltedrnth|s.bu|let|nistobeinsta||edinaccordancewih.thelatestpub|ishedStandardsotfeNationalFireProtectionAssociation'FaorMutua|Hesearch Uorporatlon, or other similal organizatrons and also wrlh he provrsions ol governmental codes or ordinanCes wnenever aOOlicable.Producls manulactured and distributed by Reliablehave been prorectng life_and properryiorovef 80 years. and are installed anO seruEeO-Oy tre most highly qualified and reputable spnnkler conkactors located throughout the United States. Canada and to.ergn couritftes
(D "tr"!x""
Rsvision lines indicate updatsd of naw oata.
EG. Printed in USA 06/02. p/N 9993970150
Ths Rellable Automadc Spdnkler Co., Inc,
(800) 431-1588 Sales Oflrces
(800) 848-6051 Sales Fax
(914) 668-3470 Corporate Otfices
www rotiablesprnkler com Internet Address
Bulletin 136 nevL
Relialrld Model FI FR
Model Fl FR Recessed
Quick Response
Sprinklers
Model F1FR Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
- HSW 1 Deflector
Model F1FR Recessed Sprink{er Types
Recessed Pendent
Recessed Horizontal Sidewall
- HSW 1 Deflector
Listings & Approvals
1. Listed by Underuuriters Laboratories, Inc. (UL)
2 Listed by Undenrvriters' Laboratories of Canada (ULC)
3. Certified by FM Aoprovals
4. Loss PrevEintion Cciuncil (LPC. UK)
5. NYC BS&A No 587.75-SA
6. Meets MIL-S-901C and MIL-STD 167-1
7. Verband der Schadenversicherer (VdS, Germany)
B. NYC MEA 258.93-E
UL Listing Category
Sprinklers, Automatic & Ooen
Ouick Resoonse Sprinklei
UL Guide Number
VNIV
Product Description
Reliable Models F1FF and F1FR Recessed Sprinklers are
quick response sprinklers which combine the durability of a
standard sprinkler with fre attractive low profile of a decorative
sprinkler.
The Models Fl FF and Fl FR Recessed automatic sprinklers
utilize a 3.0 mm frangible glass bulb. These sprrnklers have
demonstrated response times in laboratory tests which are five
to ten times taster han standard response sprinklers. This
quick response enables the Model F1 FR and Flffi Recessed
sprinklers to apply water to a fire much faster han standaro
sprinklers of he same temperature rating.
The glass bulb consists of an accurately controlled arrnunt
of special fluid hermetically sealed inside a precisely manufac-
nrred glass capsule. This glass bulb is speciallyconstructed to
provide fast thermal response. The balance of parts are made
of brass, copper and beryllium nickel.
At normal temperatures, the glass bulb contains he fluid
in both the liquid and vapor phases. The vapor phase can
be seen as a small bubble. As heat is applied, the liquid ex-
pands, forcing the bubble smaller and smaller as fre liquid
pressure increases. Continued heating forces fre liquid to
push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrib-
ute the discharging water.
The temperature rating of the sprinkler is identified by the
color of the glass bulb.
TheReliableAutornaticSprinklerCo.,lrrc.52S NorfrMacQuesten Partaruay, MountVernon, NewYork 10b52
Upright
Vertical Sidewall
Horizontal Sidewall
rfSW r betfectoi Recessed Pendenr
Application
Quick response sprinklers are used in fixed fire orotec-
tion systems: Wet, Dry, Delugeor Preaction. Care must be
exercised that the orifice size, temperature rating, deflector
style and sprinkler type are in accordance with the latest
published standards of the National Fire Protection Asso-
ciation or the approving Aufrority Having Jurisdiction.
QurcK response spnnklers are intended for installation as
specified in NFPA 13. Quick response sprinklers and stan-
dard response sprinklers should not be intermixed.
Pendent
Conventional
Recessed Pendent
Model FlFR Quick Response Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sorinkler Wrench
lnstallation Data:
Sprinkler Type
StandarHJpright (SSU) and Pendent (SSP)
Oeflectors Marked to Indicate Position
K Factor
Sprinkler
Height
Approval
Organizafon
Sgrinkler ld€.rtifl catlon
Number (9M
US lrle{ric SSU ssP
(1smm) Standard Oriiice wrth t," NPT (F:,)Thread 56 80 2.2" (56rnm)r,2,3,4,5,6,7 Ir3625 F3615
'/r," (20mm) Large Oritice with 3," NPT (R%)Ihread 8.0 115 2.3" (58mm)1,2.3.4.7,8 R3622 R3612
17mm) Small Orilice with '," NPT (B'r) Thread 42 60 2.54" (65mm)1)A IlJOZJ R3613
:."" 1lomm) Small Orilice with t;" NPT (R/i)Thread 2.8 40 2.54" {65mm)124 R3621 R361 1
1Omm Orifice XLH with Rli" Thread 4.2 60 56.1mm 4,6.7 tlJOZ+836r4
Conventional.-lnstall in Uorioht or Pendent Position
5.6
8.0
60
80
I l5
56.1mm
56.1mm
58.4mm
4,6,7
4,7
R3(
R3(
nJt
i74
i75
1 Omm Orifice XLH with ff'8 'Thread
tsmm Standard Orifice with rr" NPT (B !)ltrread
20mm Large Orifice wtn :z;' NeT 1R:l,lThieao
Upnght Pendent Upright Conventional
Model Fl FR Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model RC1 Sprinkler Wrench
lnstallation Data:
"' Refer lo escutcheon data table for aoorovals and dimensions.
(t) Fett o etonnIln uta tatc ,q l/Ppa<t*at Nr A,&lfglat
2.
Nominal
Oritice
Thread
Size
K Factor Sprinkler
Height
Approval{1)
Organizations
SDrinkler ldentification
Numb€r (SlN)us Metric
(15mm)t." NPT (R7r)56 80 2.2" (56mm)1,2,3.4.5,7 ,8 R3615
" (20rnm)r,." NPT (R?d 8.0 I tJ 2.3" (58mm)1)'\n,to I z
'.^" (11mm)';" NPT (R7r)4.2 60 2.54" (65mm)1.2.8 R3613
ra" (tOmm)q, NPT (R%)2.8 40 2.9" (65mm)1 ,2,8 R361 1
'1omm Ri,.4.2 60 56.1mm 4.7 R3614
Model Fl FR Quick Response Vertical Sidewall Sprinkler
Installation Wrench: Model D Sprinkler Wrench
Installation Position: Upright or Pendent
Approval Type: Light Hazard Occupancy
lnstallation Data:
(') LPC Approval is for Pendent position only.
Vertrcal Sidewall
Nominal Orilice Thread Size
K Factor
Sprinkler Height Approval
Organizatlons
Sprinkler ldentitlcation
Number (SlN)US Metric
',,1.'h" NPT (R7?)56 80 2.2" (56mm)1 2.3 6.8
riJo65
1smm /r" NPI (R1/rJ 5.6 80 2.2" (56mm)4(r)
Orientation Detlector to Ceillng
Oimension (Min. - Max.)
uonQht 4" - 12" (102mm - 305mm)
Pendent 6" - 12" (152mm.305mm)
Model Fl FR Quick Response Horizontal Sidewall Sprinkler
Deflector: HSW 1
lnstallation Wrench: Model D Sprinkler Wrench
lnstallation Data:
NOTE: UL and ULC Listing permits use with Fl or F? recessed escutcheon.
Horizontal Sidewall
Nominal
Orifico
Thread
Size
K Factor
Sprinkler
Length
Approval OrEanizdons
and Typ€ ol Approval Sp.inkler
ldentlflcatlon
Numbel
(slN)US Metric Light
Hazard
Ordinary
Hazard
," (15mm).rj,,NPT(F7z)5.6 80 2 63" (67mm)1?qq R3635
lnstallation
Quick response sorinklers are intended for installation
as specified in NFPA 13. Ouick response sprinklers and
standard response sprinklers should not be intermixed.
The Model Fl FR Recessed Quick Resoonse Sorinklers
are to be installed as shown. The Model F1 or F2 Escutch-
eons illustrated are the only recessed escutcheons to be
used with the Model FlFR Sprinklers. The useof anvother
recessed escutcheon will void all approvals and negate all
warranties.
When installing Model FlFR Sprinklers, use the Model D
SprinklerWrench. When installing Model FlFR Recessed
Sidewall Sprinklers, use the Model GFRt Sprinkler
Wrench. Use the Model RC1 Wrench for installino FlFR
Recessed Pendent Sprinklers. Any other type of ilrench
may damage these sprinklers.
Temperature Ratings
Classiflcation
Sprinkler
Temoerature Max. Ambient
Temp.
Bulb
Color -F
Ordinary
Ordinary
Intermediate
Intermediate
High {1)
57
68
79
93
141
155
r75
200
1ocfF (38r)
1ocPF (38r)
1s0oF (66"C)
150"F (66C)
25.F \1O7"C)
Orange
Red
Yellow
Green
Blue
(1) Not avaiiable for rscessed sprinklers
Escutcheon Data
Sprinkler Types
Qtandrrrl I lnrinht
Standard Pendent
Conventional
Sidewall (Vertical, Horizontal HSWl )
Recessed Pendent
Recessed Horizontal Sidewall HSWl
Finishes {r)(a
Standard Finishes
Sorlnkler Escuicheon
Bronze
Chrome Plated
White Polyester Coated
Brass
Chrome Ptated (3)
White Painted (3)
Sp€cial Appllcatlon Finishes
Sprinkler Escutcfieon
Bright Brass
Black Plated
Black Paint
Ofi White
Satin Chrome
Bright Brass
Black Plated
Black Paint
Off White
Satin Chrome
(11 Other iinishes and colors are avaalable on special order.
Consuit the factory for details.
(2) FM Approvals is limited to bronze and brass. chrome or black
plated iinishes only.
(3) FP Push-on/Thread-otf escutcheon
Ordering lnformation
50ecrtu:
1. Sprinkler Model
z. SDflnKler lvoe
3 Orifice Size
4. Deflector Type
5, Temperature Rating
6. Sprinkler Finish
7. Escutcheon Type
B. Escutcheon Finish (where applicable)
Note: When Model FlFR Recessed sprinklers are
ordered,.the sprinklers and escutcheons are packaged
seoaraterv.
Maintenance
The Models F1FR and F1FR Recessed Sprinklers
should be inspected quanerly and the sprinkler system
maintained in accordance with NFPA 25. Do not clean
sprinklers with soap and water, ammonia or anv other
cleaning fluids. Remove dust by using a soft brush br gen-
tle vacuuming. Remove any sprinkler which has been
painted (other than factory applied) or damaged in any
way. A stock of spare sprinklers should be maintained to
allow quick replacement of damaged or operated sprin-
klers. Prior to installation, sprinklers should be maintaineo
in the original cartons and packaging until used to mini-
mize the potential for damage to sprinklers that would
cause rmproper operatron or non{peration.
Theequipmentpresenlednlh|sbUllet|nlstobensta||ed|naccordancewi|hthe|at6stpeninentstanda.dso'theNaona|FirePro
corporatron. or other srmrlar organrzalons and also wth the provrs'ons ol govefnmenlal codes or ordtnances whenever a9ohcabte.
P.odUctsmanUfactUredanddistr|butedbyRe|iab|ehavebeenprotecting|ileandprope
ble spnnkler contractors located throughout th€ Unrted States. Canada and toreign countri€s.
The Rellabl€ Automaflc Sprinkler Co,, Inc.@'ffj'(800)431-1588
(800)848-5051
(914)668-3470
www reliablespdnkler com
Sales Otfices
Sales Fax
Corporate Otfices
lnternst Address
Revision lir€s indicato updat€d or nsw data
EG. Pnd.d in U.S,A. 3At PNrB9997m27
EscrJdEon
t\,lodd ApproEb Adirstn€nt DirEr*xl
Faceof F'uirE
bC€jliE a
WdlDirsrsbl
1.."
i1gmm)( lgmml lsmm - 2&nm)
F2 1.2,3,4,5,7 .8 2
f 13mm)
1"
(25mm)(srnrn - 17mm)
FP
Push-on/
Thread{fl
Fully Recessed '/""(11mm)
1,2 Fully Fetracted "/'n"(24mm\
lvlanufactured by
Sehed u le- aO" isehed u I G-40'
Fully Listed and FM Approved Sprinkler Pipe
When you specrfy Schedule-10/Schedule-40 sprinklcr pipc you get a UL listed and FM approvctl product. Although these
products do not require separate approvals, Schcdulc- l0/Schedule-40 gives you thc extra quality assurance you demand.
Our Sch-10 (l'lr"- 8") pipe and Sch-40 ( l"-2t/2") pipc havc passed the same thorough lab tcsting as our other listeri pipe
products, and receive periodic mill inspections lrom both UL and FM agcnts to cnsurc consistcnt quality.
Schedule- I0/Schedule-40 Droduct can be
"hot-dip" galvanized to meet FM
requirements for dry systems in
accordance with the zinc coating
specifi cations of ASTM A- I 23.
Our advanced formula mill coating of-
fers a clean, durable surface. It is also
paint-ready for custom color applications
without special prepararion.
The internal surface of all black Allied
Tube & Conduit Fire Spnnkler pipe
products up to 4.5000" in diameter rs
coated with our new Antibactenal For-
mula. 'ABF". In scientific laboratory
test. ABS proved to have superior resis-
tance to microbial colonization of pipe
walls, thereby delaying or possibly pre-
venting the onset of Microbiologically
Influenced corrosion (MIC) when the
First Sprinkler System is first installed.
Meets "Buy American" requtrement
and is available through distributors in
the USA, Canada and Mexico
Schedule- 10/Schedule-4O pipe are in
compliance with the following:
ASTM A-135, and NFPA 13. Both pipe
products have a working pressure rating
of 300 psi maximum and also meet the
stringent requirement for the following
tests:
. Welded Outlets
. Hydrostatic Pressure
. Side Wall Rupture
. Vibration Test
Listed
16100 S. Lathrop. Harvey, lL 60426
11350 Norcom Rd. . Philadelphia, PA 19154
2525 N. 27thAve. . Phoenix, AZ 85009
@@@
Approvod Listod
Customer Service:
(800) 882-5543
Fax 708-339-1806
ttlcof no*c*tot O Olligd
l{PS l{ominal l.D. Wl. Wt. (H20 Filled) PcV
ln: mm ln: nm Lbs/Ft: K/n Lbs/Ft: Kg/n Litt
lltJutill (21') wt/Lifl (24') Wt/Un
Lbs: Kg Lbs: Kg Lrs;
1.049
10.o
1.680
2.5
2.05
3.05
2,470
1,120
2,822
1,280
2,940
1,334
70
70
1Y4"
32
1 .380 2.270
+.JO
2.93
4.36
2,431
1 ,103
2,778
1,260
2,894
I,J IJ
JI
JI
11/r"
40
1 .6.10
40.9
2.720
4.0
J.O I 2,5r3
1 ,140
2,872
1,303
) aat
1247
44
44
50
2.067
52.5
3.650
E/
5.13
/ .oJ
2,300
1,043
2,628
1,192
2,738
1,242
30
30
21/i'
65
2.469
62.7
5.790
8.6
7.86
11.73
2,310
1,048
2,640
1,197
t 7qn.
1,247
19
19
Nominal 1.0. Wl.
ln: nn Lbs/Ft Kg/n
Wt. (H20 Filled)
Lbs/Ft; Kg/m
wr/rn (21') \llr,tuft (24,)
Lbs: Kg Lbs Kg
PcV
Litt
J .097 1.400 1 .81 91 2,67s 3,053 2.1 2.70 91 1,213 t,
1vi 1.442
32 36.6
1.810 2.52 61 2,319
2.7 3.75 61 1,052
1'/i' 1.682 2.Dq
40 42.7 3.1
3.04 61 2,3,045 3,172
1,381 1,439
2 2.157 2.640
s0 54.8 3.9
2,051 2.344 2,442
930 1,063 1,108
2%', 2.635 3.530 5.
65 66.9 5.3 L
30 2.224 2,542 2,648 30 1,009 1,153 1,201
3' 3.260 4.330
B0 82.8 6.4 11.82 19
1,728 1,975 2,057
784 896 933
4', 4.260 5.61 11.78 19 e,?a 17.53 19 1,01
2,558 2,665
1,160 1,209
7 .77 17.33 10 1 ,632 11.56 25.80 t0 740
9.290 23.03 10 1 ,951 161.5 13.8 34.27 10 885 1.012
40.15 8.249
209.5
16.490
24.5
7
7
2,424 2,770
t ,t 00 1 ,256
TUBE & CONOUIT
sq_1
tt)
A \v'
For fire
OUCTILE IRON THREAOED FITTINGS ARE UL. ULC LISTED ANO FACT€RY IV|UTUAI
APPROVED FOR 5OO PSI SERVICE, DUCTILE IRON PER A:JiIII A 536 GRADE 55-45-
12, DIMENSIONS CONFORM TO ANSI 816.3 CLASS 150, THREADS ARE NPT PER
ANSUASME B 1.20.'
,.
D.I.THREADED FITTINGS
LISTEO APPROVED
servrces request submittal GRS 1.3
/'I\((rcI)\itl
LIJ I trU
protecuon
@
-i
-q-,l :t- r-il -r_TT
--.\---A---
rlt lot I t!rtitoti IrtD=c I l:{a ltrr
NOMTNAL
)t2.tr
(rNcH)
ITEM
CODE
f
MAX.
WORKITIG
P.S.l.
OIME}.r;IONS WBGHT
A B
EACH
PIECE
1 oEso033 500 1.50 1 .50 0.62
1 114 os)0044 500 1.75 't.75 0.90
1 ',ltz D490055 500 1.94 1 .94 1 .20
2 DB!)o066 5U)2.25 2.25 '| .85
r.loMlNAL
stzE
(rNcH)
ITEM
CODE
*
MAX.
WORKING
P.S.r.
OIMEt.sIOt.lS WEGHT
A B
EACH
PIECE
0845033 500 1.12 1.t2 0.48
1 1t4 0845044 500 r .29 1 .29 0.73
11t2 DB4505s 500 1 .43 0.92
D845066 JUU t.oo 1.68 1 .50
rll t}| | | I a l:t.lil Iil Irle rlrlacilal : T' IhT
I.|oMINAL
5IZE
(rNcf0
ITEM
coo€
MAX.
wORKll.lc
P.S.t.
orMEl€toNs WEGHT
A I
EACH
OIENE
1Xlt2 D890031 500 1 .26 1.36 o.44
1 X3/4 DBgo032 500 1.37 1 .45 0.52
11t4X1n D890041 500 t.J.a 1 .53 0.64
1 1l4K3l4 D890042 500 1 .45 1.62 0.72
1 1/4X1 D8C)0043 500 1.58 t.o/0.75
1 1t2X1 DB900s3 500 IAE 1.80 0.92
11t2X1 1t4 D890054 500 1.82 1.88 1 .08
2X112 D890061 500 1.49 1 .88 1.08
2X314 D890062 500 t.ou 1 .97 1.24
2X1 0890063 500 1 .73 2.02 1 .40
?X1 1t4 ogx)o64 500 1.90 2.10 1.52
2X1 112 Dtrn065 500 2.02 2.16 1.65
MAX.
WORKIIIG
P.S.t.
MAX.
WORKII|G
P.S.t.
WEGHT
EACH
PIECE
APMINAL
slzE
(rr{cH)
MAL
woRxtllc
P.S.t.
Page29
Hitti Drop-In Anchor (HDI)
Advantages
shallow embedment deptn
lnternal (f emale) thread
Anchor rs tlush wrth base materral
Materials
I nstallation Instructions
p.ncnor marenat is AISI 12L 1.! steel, Teetrng ASTM
Plated with dull zrnc finrsh tor corroslon protectton rn accor0anc€
A 108 lor tli' . 'la" .1e"
1. Adiust Oepth Gauge 2. Drill Hole 3. Clean Hole 4. lnstall Anchor Using ProPer
Setting rool.
HDI Sizes: Regular
catalog No. oescription
QuantitY
per box
Usable
Thread
Length
Anchor r Size
Ovarall
Length
Hitti
Drill Bit I
Diameter l
I 3la" lre" 1 100 5490000 HDI Vo '/a i I I ,t'
i | 1gl.ta' t, tle' t sla" 50
2, I s/a " ' t t1,,u,, , 50 54gOO24 r HDI r/z 1lz"
1C
-ZJ
2eha
3"/r t
'tE w 1W
HDI Sizes: Stainless Steel
Catalog No. I Oescription overarr ollltJ,,Lengrn I Diameter
Anchor
Size
w
Usable
Thread
Length
5490048 HDI (SS303) '/r
5490056 HDf (SS3O3) '2 i sle" 11/ro" ] 50 5490064 HOI (SS303) 1/2
2slre,, , 27hz', 4a" ] 25 5490072 i HDI(SS303) 5/a
Hand Setting Tools for HDI Anchors
HST 6 Settinq Tool
s+S+sSO HST 12 Sening Tool
s,+s+sse I HsT 16 settlng Tool
S+S+S+O I HST 20 Settlng Tool
17
/
a\t rffio
INCORPOMTED
coRoNA. cA (909)737-5599
Fig. 200 &"Trimline" Adiustable Band Hanger
Size Range - 1/2 thru 8 inch PiPe'
liii"iralOarbon Steel, Mil Galvanized to G-90
soecifications.
Function - For fire sprinkler and other general plplng
orrpoa"a. Knurled swivel nut design permits hanger
adiustment after installation'
Features '. llp n u 2 inch) Flared edges ease installation lor all
oipe tvpes and protect CPVC plastic pipe trom
-
!6r".ii". Captured design keeps adjusting nut from
separating *ith hanger. Hanger is easily installed
around Plpe.
- 2-112thru 8 inch) Spring tension on nut holds it
.Lui.fv in hangei beiore installation' Adiusting nut is
easily removed.
Aoprovats - Underwriters' Laboratories Listed (1/2"
in?, e'f in the U.S. (UL) and Canada (cUL) tor steel
hnd CPVC plastic pipe and Factory Mutual
Enqineerino Approved (3/4" thru 8")' Conforms to.
F"i"rar Sieciiications WW-H-171 E, Type 1 0' and
itl"nrf".tur"r. Standardization Society SP-69' type 10'
Maximum TemPerature - 650"F'
Finish - Mil. Galvanized, lor Stainless Steel materials
order Tolco Fig. 200WON'
Order By - Figure number and pipe size'
2 1/2THRU 8 INCH PIPE
nAx. nEc. APPRox'-EpE RoD srzE-___.^- A B iiii;'i-g;. wrJloo _qEE rLgH . MErFlq:,,. - ..- -.-.- L'"^Y-:""' "'rr--
T-- 318 8mm or lomm 3-1/u
gt4 3/8 6trn "t rOtrn 3-]/9 2-1t2 400 11
1-1t2 3/8 il; "t
rot* g-7t9 2'7tB 400 14
2 38 it' ot io" +'1t? - ',? fqq ti s-te +118 600 2-1t2 3/8 3 3/8 10mm s'1t8 - .: :91
._, ,i ;;; rom t::: ;;
s 1tz iil; 9-ii9 6^-\t:. i3:: 9l 6 112 12mm 10'1/8 6-314 1250
8 1/2 12mm 13-1/8 8'3/4 1250
'Order
-31-
a
l-,t
-!Ftt-r-:--ar
rltG!rr!
!:!ccRroFAiEt
:3mNA 3a . ($9) :37.559tt
FIG.99 Lji T!:l€{D ROD CW iO r-lclfn
Size Scnge - 3i S ---.:: 7;'8 ::c.: ::c :: - ::c.-.
l:c:?=e:5.
Mcr,erici - Carbor: Sred
l4axittum Terrplqqldae - 73C?
.*r:sh - ?!ai::, lec::oG dvtizee. a-:c Sd::iess
Sreei.
Oniq 8y - F:gue ::unbe:, :cc c!a=ca:, :cc
ie::g:-':, anc finisi:.
.YArc ?rc. LoAD !3s.?oD FOe S-{!',rc= E}rPs.5 65fF ;5f.c
'it
':|/l
i:30
:8;C
27':C
3;0
:Ad
1Ci0
i5i.0
2120
JJOU
?ic. :ffi
,{-:- TTGEAD -ROD F-uLi- i:&-Gt]:S
Siee ,3cnge - i/4 :1- i-1,/2 ::c: :cc :: iC'.C-
llatenci - Ca::o;: S:eei
.l4c=nu= Tetnpel,'c?tre - 75C"a
Fnistr - Pbi::, lec:ro-Calvzczei, a::c Sn::iess
Od,er tsy - Fig.::e nurrix:, :cd. c=::e:a:. ani
i4ish.
->3i3
!.8:.0 7,/9 t6i0
D
84
1-U4 8000 7'-40 360 rr:v2-:lilBq:-10qffi *Fq:
ld$i- -:. :-c.{t s.
Lo/r # F84 '06"
AppLlcArloN wrLL Nor BE AccEprED rF rNcoMpLErEilIHil"_pa"rc_:f
__q9C^Q
e"ildi"s p;;iltr$ oSZ P-1 g + .
Sprinkler Permit #: '--E-qV--rJo bO
mwN0FYtn
97 0-47 9-21 3L (hspeclioas)
TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION
Fire Sprinkler shop drawings are required at time of it su and
75S.F application will
Vail,
ot min) stamp.
CONTRACTOR INFORMATION
COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials)
Firesprinkler:$ 33
Contact Coun Assessors Office at 970-328-8640 or visit for Parcel #
***** *** ****** ** ****** * * ******* ** ******FOR OFFICE USE ONLY***** ******** ***** *** *** ****** ** rt * * rr:r
b
"lQ'z
oi/24t2002
V9L*N"'
of
Fire Sprinkler Contractor:(g.xnee frz-€ fr.aT.
Town of,lal17Reg.\o.:
{V.b --t Contact and Phone #'s:
'i1oO F€iJEt| <oS' (?2.<l.o.Lt
E-Maif Addresst -fy'€^J AS (2 €Ecl-n1Aat &€_WtrJ.,Tr N . <,'t.1
"o^n"*:ryryy'ir//:
Parcel #
Job Address: zo V,,trc ?D
Phone:q2o-' 1zu'Sq.i(',
Detailed Location of work: (i.e., floor, unit #, bldg. #)
tsT - PN<' LJDltl< e(57'
Detailed descriDtion of work:
Work Class: New() Addition ( ) Remodel () Repair ( ) Retro-fit ( ) Other( )
Type of Bldg.: Single-family ( ) Two{amily ( ) Multi-family ( ) Commercial ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino:
Does a Fire Alarm Exist: Yes{1) No Does a Fire Sprinkler System Exist: Yes
\Wail\datu\cdev\FORMS\PERMITS\SPRKPl.lRM. DOC
STATEOF COLORADO
DIVISION OF FIRESATEW
PLAN REGISTRATION FORM
our" fi'ZtJ Contractor Registration Numbe, frU
Contractors Name
Mailing Address
City ZpCode 8.124
Telephone No.
Crrcfprn Teqt 'J "-"' _ ---
Signature
Certification No.(Certified Fire Suppression Inspector)
Jurisdiction
Comments
(for additional comments use separate sheet)
Distribution: Original copy goes to Dvision of Fire Safety upon total completion of form. Copy to local fire dePartment.
Copy to contractor and copy to building owner upon completion and sign-off.
dbv
No: -
PHONE: (303) 629-0221 FAX: (303)623-7830
2617 West Holden Place, Denver, Colorado . AO2O4
RONTIER FINE PII€DTECTIC)N INc.
FIRE PROTECTION ENGINEERS AND CONTRACTORS
Automatic Fire Sprinkler
Hydraulic Calculations
and
Equipment Submittal
For
Sonnenalp Resort
Vail Village
Yail,Coloredo
6rlffi'
- Fire Protection by Eomputer Deeign
Frontier Fire Protection
2617 West Holden Place
Denver CO 80204
303 629-0221
Job Name
Building
Location
System
Contract
Data File
KING LUDWIGS
Sonnenalp Resort
Vail, Colorado
I
04-5155
045155.WXF
Computer Programs by Hydratec Inc.Route 111 W.indham N. H. USA 03087
F.
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Fittings Summary
Frontier Fire Protection
KING LUDWIGS
Page 2
Date
Fitting Legend
Abbrev.Name
A
E
D
E
F
\,
H
I
K
L
M
N
o
P
R
s
T
U
W
X
z
Generic Alarm Va
Generic Butterfly Valve
Swing Check Valve
Dry Pipe Valve
90'Standard Elbow
45'Elbow
Gate Valve
45'Grvd-Vic Elbow
90'Grvd-Vic Elbow
90' Grvd-Vic Tee
Detector Check Valve
Long Turn Elbow
Medium Turn Elbow
PVC Standard Elbow
PVC Tee Branch
PVC 45'Elbow
Flow Control Valve
PVC Coupling/Run Tee
Flow Switch
90' Flow thru Tee
45'Firelock Elbow
90'Firelock Elbow
Wafer Check Valve
90' Firelock Tee
Mechanical Tee
Flow Switch
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
Frontier Fire Protection
KING LUDWIGS
Page 3
Date
Unadjusted Fittings Table 1n 3t4
17 .O
12.0
22.0
28.0
10.0
4.0
2.0
3.5
7.0
16.0
14.0
6.0
8.0
8.0
17 .0
21.5
10.0
16.0
17.0
7.0
3.0
1.0
3.0
5.0
13.0
14.0
6.0
'13.0
15.0
4.0
29.0
2.0
7.0
15.0
z,o
5.0
13.0
IE E
7.O
21t2
7.7
7.0
14.0
9.5
6.0
3.0
1.0
?n
o.u
10.8
4.0
5.0
'12.0
12.0
3.0
2.0
6.0
12.0
4.3
10.8
12.5
6.0
19.0
8.0
3.0
1.0
3.5
8.0
17 .0
5.0
6.0
7.0
3.0
't.0
1.5
?n
o.u
2.0
3.0
8.0
6.0
2.0
1.0
3.0
6.0
5.0
2.0
1.0
1.0
4.5
2.0
2.0
7.0
5.0
1.0
1.0
2.0
5.0
11t2
18.0
9.0
4.0
o.3
13.0
33.0
13.0
16.0
27.Q 3s.0
11.0
5.0
2.0
1.0
2.0
3.5
A(
3.0
4.0
11.0
10.0
2.O
18.0
1.0
5.0
10.0
1.8
3.5
o.c
10.5
5.0
4.0
2.0
2.0
4.0
8.0
2.O
3.0 on
8.0
1.0
4.0
8.0
5.0
2.Q
1.0
4.0
2.0
1.0
B
c
t\
E
F
H
I
J
K
L
M
N
o
P
o
R
D
T
z
1.0
?.0
7.O
3.0
1.0
1.0
7.0
3.0
1.0
1.0
2.0
3.0
35.0
10.0
20.o
3.4
o..l
10.3
16.0
22.0
10.0
E.0
4.O
o.u 'ln 5.0
2.0
?.o
2.0
1.0
?.0
4.0
4.0
2.0
16 12 10
21.0
65.0
27.0
13.0
o.u
10.0
20.0
50.0
18.0
22.0
19.0
JC.U
22.0
1 1.0
AE
17.0
41.0
45.0
16.0
19.0
29.0
12.0
4s.0
27.0
10.0
32.0
47.O
14.0
7.0
3.0
5.0
10.0
25.0
36.0
9.0
12.0
33.0
14.0
30.0
5.0
r0.0
13.1
25.0
14.0
17.0
9.0
27.0
'12.o
5.0
2.0
4.5
o.c
21.0
8.0
10.0
ts
D
E
F
H
I
J
K
M
N
o
P
R
s
T
U
X
109.0 130.0
61.0
28.0
13.0
30.0
40.0
120.0
40.0
50.0
24.0
'11.0
25.0
36.0
98.0
34.0
98.0
45.0
21.0
10.0
33.0
88.0
30.0
87.0
40.0
19.0
8.0
20.0
25.0
78.0
27.0
76.0
35.0
17.O
7.0
18.0
23.O
65.0
24.0
50.0
101.0
61.0
12'1.0
45.0
91.0
40.0
81.0
35.0
71.0
27.0
60.0
22.0
50.0
18.0
35.0
5.0
13.0
31.8
?2n
18.0
12.0
25.0
4.2
8.5
21,0
12.0
27.4
45.0 40.0
Computer Programs by Hydratec Inc. Route 1 11 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
Frontier Fire Protection
KING LUDWIGS
Page 4
Date
Pt
Actual
Node
No.
Elevation K-Fact Pn Flow
Actual
Oensity Press
8eq.
I
2
3
100
'101
102
103
104
105
106
107
108
109
110
't11
112
150
113
114
115
tto
117
118
119
120
121
151
122
10
l1
TOR
DPV
E1
BFP
BOR
SRC
108.5
110.0
109.5
109.0
109.0
'109.0
109.0
109.0
109.0
109.0
109.0
109.0
110.0
110.0
110.0
110.0
110.0
'109.0
109.0
109.0
109.0
1 10.0
1 10.0
1 10.0
110.0
1 10.0
109.0
98.0
98.0
98.0
98.0
92.0
98.0
92.0
88.0
88.0
5.6
5.6
K=K@SPl
K=K@SP1
K=K@SP1
K=K@SPl
K=K@SP1
K=K@SP1
K=K@SP1
K=K@SP1
K=K@SPl
K=K@SPz
K=K@SP2
K=K@SP2
K=K@SPz
K=K@SP3
K=K@sP3
K=K@SP3
K=K@SP3
K=K@SP2
K=K@SP2
K=K@SP2
K=K@SP2
't0.33
12.25
10.33
10.27
10.91
11.V
12.9
14.04
15.84
't8.47
22.18
23.68
13.65
15.41
22.1
26.38
.t t.J
15.46
to..t.t
't9.57
26.91
21.95
24.68
35.04
41.U
51.96
52.58
60.08
61.79
68.17
74.52
80.03
u.37
90.23
100.04
'1o2.72
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
18.0
19.6
18.0
18.0
18.55
19.08
20.17
21.05
22.35
24-14
26.45
27 .33
19.85
21.08
25.25
27.59
21.29
21.88
23.96
28.09
25.17
26.68
31.79
34_66
100.0
7.0
7.0
7.0
180
196
180
.1
.1
.1
The maximum velocity is 35.34 and it occurs in the pipe between nodes 116 and 151
Computer Programs by Hydratec Inc. Route 1 11 Windham N.H. USA 03087
, Final Calculations - Standard
Frontier Fire Protection Page 5
KING LUDWIGS Date
Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt PflUL Eov. Ln. Total Pf Pn
I 18.00 1.049 1T 5.000 0.500 10.332 K Factor = 5.60 to 120 5.000 -0.650 SP1 18.0 0.1071 5.500 0.589 Vel= 6.682
0.0
18.00 10.271
2 19.60 1 .049 1 E 2.000 1 .500 12.250 to 120 1T 5.000 7.000 0.0 sP2 19.6 0.1254
0.0
19.60 13.316
3 1 8.00 1 .049 't E 2.000 1 .750 10.332 to 120 1T 5.000 7.000 -0.217 sl3 18.0 0.1071
0.0
18.00
8.750 0.937
8.500 1.066
K Factor = 5.62
K Factor = 5.60
Yel = 7.276
K Factor = 5.37
1 00 1 8.00 1 .049 to 120 101 18.0 0.1072
6.000 10.271 0.0 0.0
K Factor = 5.60
Vel = 6.682
K Factor @ node SPI
Vel = 6.682
11.052 KFactor= 5.41
6.000 0.643
'101 18.55 1 .38
to 120
6.000 10.913 0.0 0.0 102 36.55 0.1045 6.000 0.627
6.000 11.540 0.0 0.0 6.000 _ 1.xq9
6.000 12.903 0.0 0.0 6.000 1.140
104 21.05 1.61 obOO t+Oqe to 120 0.0 0.0
K Factor @ node SPI
)1e! = 7,ni0
K Factor @ node SP1
Vel = 11.933
K Factor @ node SPI
Vel = 11.947
K Factor @ node SPI
K Factor @ node SP1
Vel = 22.591
K Factor @ node SP1
Vel = 16.235
K Factor @ node SPI
Vel = 18.848
102 19.08 I .38 to 120 103 55.63 0|2272
103 20.18 1.6'1 to 120 104 75.81 0.1900
r 0q 96.86 0.2990
105 22.35 1.61
to 120 196 119.21 0.4392
106 24.14 1.61 to 120 107 143.35 0.6177
107 26.45 2.067 to 120 108 169.8 0.2502
6.000 18.472 0.0 0.0 6.0q0 3.706
6.000 22.178 0.0 0.0 6.000 1.501
108 27 .33 2.067 2E 5.000 4.420 23.680 to 120 1T 1 0.000 20.000 -0.433 150 197 .13 0.3298 24.420 8.053
0.0
K Factor @ node SPI
6.000 1.794 Vel = 15.264
6.000 15.838 0.0 0.0 6.000 2.635 Vel= 18.787
31.300
1 3.670 13.652 0.0 0.0 13.670 1.754
197.13 K Factor = 35.24
K Factor @ node SP2
Vel = 7.369
109 '1 9.85 1 .049 to 120 110 19.85 0.1283
Computer Programs by Hydratec Inc. Route 1 1 1 Windham N.H. USA 03087
Final Calculations - Standard t,
Frontier Fire Protection
KING LUDWIGS
Page 6
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C' or Ftng's Pe Pv **t**** Notes
Point Qt PflUL Eqv. Ln. Total Pf Pn
1 3.670 15.406 0.0 0.0 111 40.93 0.4895 13.670 6.691
110 21.08 1.049 to 120
111 25.25 1.38 to 120 112 66.18 0.3132
to 120 150 93.76 0.5966
13.670 22.097 0.0 0.0 '13.670 4.281
6.000 0.0 8.250 4.922
K Factor @ node SP2
!e! 15,!94
K Factor @ node SP2
Vel = 14.196
K Factor @ node SP2
Yel = 20.1'12
112 27.58 1.38 i:i 6 0oO 2.250 26.378
0.0
93.76 31.300
1 50 290.89 2.067 1T 10.000 20.500 31 .300 10.000 0.0 30.500 20.661
K Factor = 16,76
Vel = 27.812
K Factor @ node SP3
V9!= 7.9!3
K Factor @ node SP3
Vcl_= 1q.q29
K Factor @ node SP3
u9\1]4.s17
K Factor @ node SP3
Vel = 35.344
K Fa,cp1= 13.13
K Factor @ node SP2
Vel = 9.344
Vel = 19.248
K Factor @ node SP2
Vel: 25376
Vel = 17.759
to 120 121 290.89 0.6774
0.0
290.89
1 13 21 .29 1 .049 to 120 114 21 .29 0.1462
114 21 .88 1.049
to 120
1 15 23.95 1.049
to 120
to 120 151 e5.21 ?llq6
0.0
95.21
51 .961 K Factor = 40.35
6.000 15.457 0.0 0.0 6.000 r.871
6.000 16.334 0.0 0.0 115 43.17 0.5402 6.000 3.241
1 16 67 .12 1 .2222 _6.000 _1.9!q
1 16 28.09 1 .049 1T 5.000 6.000 26.909
6.000 19.575 0.0 0.0
5.000 0.0 11.000 25.670
52.579
13.670 21.954
0.0 0.0 13.670 2.722
0.0 0.0
1 3 q70 10.364
13.670 35.039 0.0 0.0
6.000 0.0
11 .250 10.318
1.000 51.960 0.0 0.433
1 .000 0.1 86
118 26.68 1.049 13.670 24.676 K Factor @ node SP2
117 25.17 '1.049
to 120
118 25.17 0.1991
to 120 119 51.85 0.7582
1 19 31 .79 1 .38 to 12O
to 120 121 118.3 0.9172
121 290.90 3.068 to 120 151 409,2 0.1860
120 83.64 0,1q3q 13.670 _6.qq? Vel = 17.941
120 34.66 1 .38 1T 6.000 5.250 41 .642 K Factor @ node SP2
Computer Programs by Hydratec Inc. Route 11 1 Windham N.H. USA 03087
Final Calculations - Standard tr
Frontier Fire Protection
KING LUDWIGS
Page 7
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C. or Ftng's Pe Pv Notes Point Qt Pf/UL Eov. Ln. Total Pf Pn
0.0
409.20 52,579 K Factor = 56.43
151 s04.41 3.068 1E 7.000 3.000 52.580 to 120 7.000 4.764
Vel = 21.891
122 0.0 4.026 I E 1 0.000 13.330 60.084 to 120 10.000 0.0 10 5!4 41 q qz3q _ 23.330 1.702 Vet = 12.712
10 0.0 4.026 5E 10.000 37.500 61.786 to 120 50.000 0.0 11 504.41 0.0730 87.500 6.384 Vel -- 12.712
11 0.0 4.026 3E r O.OOO SZOOO 681?0 lo 120
TOR 504.41 0.0730
30.000 0.0 87.000 6.347 Vel = 12.712
TOR 0.0 4.026 3E 10.000 10.000 74.517 to 120 30.000 2.599 DPV 504.41 0.0730 40.000 2.918 Vel = 12.712
DPV 0.0 4.026 1D 28.000 15.000 80.034 to 120 1 B 12.000 80.000 -2.599 El 504.41 0.0730 2E 10.000 95.000 6.931 1T 20.000
Vel = 12.712
0.0
504.41 84.366
E1 504.41 6.357 10E 17.603 200.000 84.366 120 1T 37.720 213.747 2.599 BFP j9441 0.0079 413.747 3.264
K Factor = 54.92
Vel = 5.099
Fixed loss = 8
Vel = 5.099
Qa = 100
Vel = 6.507
BFP 0.0 6.357 to 120
10.000 90.228 0.0 9.732 BOR s04.41 0,q019 10.000 0.qzq
BOR 100.00 6.16 3E 20.084 .170.000 100.040 to 140 1f 43.037 107.593 0.0 sRc 604.41 0.0097 1G 4.304 277.593 2.682
.0
604.41 102.722 K Factor = 59.63
Computer Programs by Hydratec Inc. Route 1 '11 Windham N.H. USA 03087
NO.
TABLE OFCONTENTS
ITEM
Pipe
Wet Sprinklers
Dry SprinHers
Gmoved Couplings / Fittings
Threaded Fittings
ButterflyValve
Pre-Action Valve
Pressure Switches
Air Compressor
MANUFACTURER
Wheatland Tube Company
Reliable
Globe
S.P. Fittings
S.P. Fittings
S.P. Fi$ings
Viking
Potter Electic
General Air
Wheatland Schedule 40 Pipe Page 1 of3
Wheatland Tube Company
Wheatland Schedule 40 Pioe
Cin rVl.;vtz€D q 6t-Na--1toJ I
"Wheatland Steel Pipe is made by specialists who understand that it's the small details that make the
difference between average products and superior products. At the Wheatland Plant, most depaftment
heads and foremen have been employed in some phase of pipe manufacturing for 25 or more years.
This kind of specialization, experience and knowledge pays off...in workable, threadable, uniform pipe.
Delivered clean. Delivered promptly.
Wheatland specializes in manufacturing welded steel pipe in 1/2 through 4 nominal sizes. Available
inventory in 1/8 to 12 pipe sizes produced to various ASTM standards is maintained to meet your pipe
requirements.
Care, pride and personal concern are bonus features that go into every inch of Wheatland Pipe. Don't
settle for less,
Make sure it's quality. Make sure it's Wheatland.
Standard Pipe Schedule 40
Nominal
Pipe
Size
Outside
Diameter
(inches)
Inside
Diameter
(inches)
Wall Weig ht per foot (Lbs.)
t l GKIlel'St
(inches)Plain End Threads & Couplings
r18 .405 .269 ,068 .24 .24
a w-1 t 3/B---l
.540 .364 .OBB .42 .42
.675 .493 .091 .57 .57 I in]|.840 .622 .109 .85 .85 I tr+1 1.050 .824 .113 1.13 1.13 tl--_l 1.315 1.049 .133 1.68 1,68 li,al 1.660 1.380 ,140 2.27 2.28
r-u2 1.900 1.610 .t45 2.72 2.73
2 2.375 2.067 .154 3.6s 3.68
2-tl2 2.875 2.469 ,203 5.79 5.82
3 3.s00 3.068 .2t6 7.58 7.62
http ://www.wheatland.com/sch40.htm 9n7t2004
Wheatland Schedule 40 Pipe Page 2 of 3
3-1 4.000 lt 3.s48 | .226 il 9.11 9.20
4 4.500 4.026 ll .237 10.79 10.89
5 5.563 5.047 ll .2s8 | 14.62 14.81
6 6.625 6.06s 280 18.97 19 1B
8 8.625 ze8il[-Jzz I t ,&ss-_-]29.3s
10 10.750 1o^oro lt- 36s_l 41.85
Standard Pipe ufl lzrso 1, ooo-lt irs--]t-4e--se-lF
Note: 1 NPS 12 dimensions are for standard wall pipe, not schedule 40.
Product Type and Specification:
Standard welded pipe is produced in 1/8 to 4 trade sizes. Trade sizes 1/8 to 4 are available in seamless
or electric resistance welded. Trade sizes l/8 to 4 are produced to ASTM A 53, A 501*, and A 589*
Type II, API 5L and Federal Specification WW-P404. Trade sizes 5 and up are produced to ASTM A 53
and API 51. All pipe threads conform to ANSI 81.20,1, Merchant couplings comply with ASTM A 865,
* L/2 Lhroush 4 onlv
Permissible Variations for ASTM A 53-A Pipe
Under
tl64'
to/o
12.5o/o
1/8" to 1 1/2"
2" and u
all Thichness at Point
A 53-A: Black anflGalvanized flpq-Js manufactured for ordinary uses in steam, water,
, and air lines.
Mechanical Properties: Yield: 30,000 psi minimum Tensile: 48,000 osi minimum
For additional information or to order, contact our pipe department at
800.257.8182, Fax: 855.854.0616, or e-mail info@wheatland.com
Go to
Last Update 08/08/2001 09:2t:37
We b m aster : M a rty B rett m a rty. b rett@ wh eatl a n d. co m
htto ://www.wheatland.com/sch40. htm 91t712004
Wheatland Schedule 40 Pipe
Copyright@ 19912001 Wheatland Tube Company
Page3 of3
http ://www.wheatland. com/sch40.htm 9n7/2004
Bulletin 136 Fev L
Model Fl FR
Model Fl FR Recessed
Quick Response
Sprinklers
@ C
o -.l
O)
2
l'-
Model Fl FR Sprinlder Types
Standard Upright
Standard Pendent
Conveintional
Vertical Sidewall
Horizontal Sidewall
- HSW 1 Deflector
Model F1 FR Recessed Sprinkler Types
Recessed Pendent
Recessed Horizontal Sidewall
- HSW 1 Deflector
Listings & Approvals
1 . Listed by Undenvriters Laboratories, Inc. (UL)
2. Listed by Underuriters' Laboratories of Canada (ULC)
3. Certified by FM Approvals
4. Loss Prevention Council (LPC, UK)
5. NYC BS&A No. 587-75-SA
6. Meets MIL-S-901C and MIL-STD 167-1
7. Verband der Schadenversicherer (VdS, Germany)
8. NYC MEA 258-93.E
UL Listing Category
Sprinklers, Automatic & Open
Quick Response Sprinkler
UL Guide Number
VNIV
Product Description
Reliable Models F1FR and FIFR Recessed Sprinklers are
quick response sprinklers which cornbine tre durability of a
standard sprinkler with the attractive low profile of a decorative
sprinkler.
The Models Fl FR and Fl FR Recessed automatic sprinklers
utilize a 3.0 mm frangible glass bulb. These sprinklers have
demonstrated response times in laboratory tests which are five
to ten times faster han standard response sprinklers. This
quick response enables the Model Fl FR and F1FR Recessed
sprinklers to apply water to a flre much faster than standard
sprinklers of the same temperature rating.
The glass bulb consists of an accurately controlled arnount
of special fluid hermetically sealed inside a precisely manufac-
tured glass capsule. This glass bulb is specially constructed to
provide last thermal response. The balance of parts are made
of brass, copper and beryllium nickel.
At normal temperatures, the glass bulb contains the fluid
in both the liquid and vapor phases. The vapor phase can
be seen as a small bubble. As heat is applied, the liquid ex-
pands, forcing the bubble smaller and smaller as the liquid
pressure increases. Continued heating forces the liquid to
push out against the bulb, causing the glass to shatter,
opening the wateMay and allowing the deflector to distrib-
ute the discharging water.
The temperature rating of the sprinkler is identified by the
color of the qlass bulb.
Application
Quick response sprinklers are used in fixed fire protec-
tion systems: Wet, Dry, Deluge or Preaction. Care must be
exercised that the orifice size, temperature rating, def lector
style and sprinkler type are in accordance with the latest
published standards of the National Fire Protection Asso-
ciation or the approving Authority Having Jurisdiction.
Quick response sprinklers are intended for installation as
specified in NFPA 13. Quick response sprinklers and stan-
dard response sprinklers should not be intermixed.
f
nr
de
Pendent
Vertical Sidewall
,/ Horizontal Sidewall
HSW 1 Deflector
Ai#''iu'd
Conventional
aNff1T& F
The Rdiable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552
ModelFlFR Quick Response Upright, Pendent & ConventionalSprinklers
Installation Wrench: Model D Sorinkler Wrench
Installation Data:
. Sprlnkler Type
Slandard-Upright (SSU) and Pendent (SSP)
Detleclors Mafted to Indicate Position
Sprlnkler
Helght
Approval
Oryanlzatlon
Sprinklef ldentif cation
--NeE!e(s!NL -US Mstrlc ssu
,/," (15mm) Standard Ordce wth /"" NPT (Fl) Thread 80 2.2" (56rnm).2.3.4 .5.6.7 83625 R3615
'1":'lryw!LL?JW 94ace with l" NPT (R3/rlhread 8.0 115 2.3" (58rnm),2.3.4.7,8 R3622
83623
!961?
ruo tJ 1;_l17mm) Small Orilice with /," NPT (RZ) Threaq 4.2 60 2.54" (65rnm).2.8
U " ( 1 omm) Small Orilice with l" NPT (Rl) Thread 2.8 40 2.9" (65mm).2.8 R3621 tlJb | |
1omm Oflftce XLH with RX" Thread 4.2 60 56.1mm 4.6.7 R3624 83614
Conventional-lnstall in Upriqht or Pendent Position
1omm Orifice XLH with R% Thread
15mm Standard Orifice with I" NPT (RZ) Thread
20mm Laroe Oafice wiln
'a
' NPT (F3l)Thread
4.2
5.6
8.0
60
80
I tc
56.1mm
56.1mm
58.4mm
tA7
4,7
I
R3674
tlJo/c
R3672
Upright Pendent Upright Conventional
Model FlFR Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model RC1 Sprinkler Wrench
Installation Datar
(t) nma o alcurd€olt df/ r/al Fon wvals /t4o ,{!f,Ns;d]/s
2.
Nominal
Oritics
Thread
Sire
K Factor Sprlnkler
Height
Approval(r)
Organlzatlons
Sprinklsr ldentif icaiion
Number (SlN)US Metrlc
I y (snnJ yi NPr (R/r\5.6 80 2,z, (56rnm)1,2.3,4.5,7.8 R3615
'%:'(2anm)l" NPT (R3l4)8.0 115 2.3" (58mm)1,2,3 R_39 r 2
R3613 /,4:' (11mm)I" NPT (R%)4.2 60 2.54" (65mm)1,2,8
%" (10mm))i, NPI (RY)2.8 40 2.54" (65mm)1,2,8 R361 1
'lOmm a%4.2 60 56.1mm 4,7 R3614
" Refer to escutcheon data table lor approvals and dimensions.
Model FlFR Quick Response Verticalsidewall Sprinkler
lnstallation Wrench: Model D Sorinkler Wrench
Installatlon Posltlon: Upright or Pendent
Approval Type: Light Hazard Occupancy
Installatlon Data:
11) LPC Approval is for Pendgnl position only.
Orl€nlation Detlector to Celllno
Dimenclon (Mln. - Mix,)
Upright 4" - 12" (102mm - 305mm)
Pendent 6" - 12" (152mm - 305mm)
Vertical Sidewall
Nomlnal Orltlce Thread Slze
K Faclor
Sprinkler Helght Approval
Organlzatlons
Sprlnkler ldentitical'lon
Numbsr (SlN)US Metrlc
Y2'Vr" NPf (B/r\80 2.2" (56mm)1,2,3,6,8
R3685
1smm 7r" NPr (RYr)80 2.2" (55mm)4fl)
Model FI FR Quick Response Horizontal Sidewall Sprinkler
Deflector: HSW 1
Installatlon Wrench: Model D Sprinkler Wrench
Installation Data:
Nominal
Oiific€
Thread
Slze
K Facior
Sprlnklsr
Length
Approval Organlzatlons
and Typ€ of Approval Sprlnkler
ld€ntificalion
Number
(srN)US Mstric Light
Hazald
Ordinary
H6zard
y;' (15mml /i NPI(RY,I 5.6 80 2.63" (67mm)1,2,3,5,8 1,2,5,A R3635
NOTE: UL and ULC Lrsting permits use with F1 or F2 recessed escutcheon,
Horizontal Sidewall
Installation
Quick response sorinklers are intended for installation
as specilied in NFPA'13, Quick response sprinklers and
standard response sprinklers should not be intermixed.
The Model Fl FR Recessed Ouick Response Sprinklers
are to be installed as shown. The Model Fl or F2 Escutch-
eons illustrated are the only recessed escutcheons to be
used with the lvlodel FI FR Sprinklers. The use of any other
recessed escutcheon will void all approvals and negate all
warranties.
When installing Model F l FR Sprinklers, use the Model D
Sprinkler Wrench. When installing Model Fl FR Recessed
Sidewall Sprinklers, use the Model GFRl Sprinkler
Wrench. Use the Model RC1 Wrench for installino FlFR
Recessed Pendent Sprinklers. Any other type of ivrench
may damage these sprinklers
Temperature Ratings
l UlF (38"C)
1ocPF (38€)
15trF (66C)
15CPF (66rc)
22soF ( 1 07oC)
l')Nol available for recessed sprinklers.
Escutcheon Data
Sprinkler Types
qtan.lar.l I lnri^hf
Standard Pendent
Conventional
Sidewall (Vertical, Horizontal HSW l)
Recessed Pendent
Recessed Horizontal Sidewall HSWl
Slandard
Bright Brass Bright Brass
Black Plated
Black Paint
Ofl Whrte
Satin Chrome
tllack Plated
(1) Other tinishes and colors are available on special order.
Consult the factory for delails.
(2) FIM Approvals is limited lo bronze and brass, chrome or black
plated finrshes only.
{3) FP Push-on/Thread'ott escutcheon
Bulb
Color
Max. Amblent
Ternp.
68
79
93
141
135
175
200
286
Orange
Red
Yellor'v
Green
Blr€
Black Paint
Ott Whit6
Satin Chrome
Maintenance
The Models F1FR and F1FR Recessed Sprinklers
should be lnspected quarterly and the sprinkler system
maintained in accordance with NFPA 25. Do not clean
sprinklers with soap and water, ammonia or any other
cleaning fluids. Remove dust by using a soft brush or gen-
tle vacuuming. Remove any sprinkler which has been
painted (other than factory applied) or damaged in any
way. A stock ot spare sprinklers should be maintained to
allow quick replacement of damaged or operated sprin-
klers. Prior to installation, sprinklers should be maintained
in the original cartons and packaging untll used to mini-
mize the potential for damage to sprinklers that would
cause improper operation or non-operation.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Orifice Size
4. Detlector Type
5. Temperature Rating
6. Sprinkler Finish
7 Fcnr rlnhonn Trrna
B. Escutcheon Finish (where applicable)
Note: When Model FI FR Recessed sprinklers are
ordered, ,the sprinklers and escutcheons are packaged
separarery.
Corpofalion. or other similar organizations and also wilh lhe provisions ol governmental codes or ordinances whenever applicaDre.
Products manulactured
ble spfllrkler conlractofs located lhroughout the United States, Canada and foreion countraes.
The Rellable Automatlc Sprlnkler Co,, Inc.@ ^r:;.":,,
(80o)431-1588
(B0o)B4B-6051
(914)668-3470
www.reLrablespnnkler com
Sales Olfices
Sales Fax
Corporate Ofiices
Inlernet Address
Bevision lin6s indicate updaled or new dala
tc orfrrcd wsA 30J P,NggrgJ L!2.
Finishes l')(')
Bronze
Chrome Plated
White Polyoster Coated
Brass
Chrome Plated (3)
Whrte Painted (3)
EsctrdFn
Ir/lodd Apgo\ab ACnffi DinE'|Sion
P4of Fiing
b@!ng or
Wd qtrq!$en
15mm - 24rnm)
F1
F2
1,2,4 %
f lqmm)
%'
l19mm)
1,2,3,4,5,7 ,8 /,"
l13mml
1"
(25mm)lsmm - 17mm)
FP
P]shor/
TfYead-ott
Fully Recessed
,/;,
ll lmm)
Fully Retracted l24mm)
Manulactured by
LOBN-Outcx Rnspousn
Auroptartc Spntlxtnns
FINE SPA|NT(LEN GL Saruns
conPoBATfoil Dnv Tvpn
Cowcn,qLED PnwnnNr
DascruprrcN,eyn O pnnartoN
The Globe Quick Response GL Series Dry Type Concealed Pendent Sprinkler is designed for use in special applicadons'
such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary drop nipples.
It offers the ultimate in low profile, aesthetically pleasinS appearance. All that is seen at the ceiling is a 3 5/ | 6" diameter ceiling
plate color finished to match the specifier's exact requirements. The Quick Response GL Series Dry Concealed Sprinkler may
be virtually invisible as it does not interrupt the "smooth flow" of the ceiling. The quick response sprinkler offers the additional
feature of greatly increased safety to life, with operation approximately six times faster than ordinary sprinklers and should be
used advisedly and under the direction of approving authorities having jurisdiction. Globe's Dry Concealed Sprinkler utilizes
its frangible 3mm glass bulb type sprinkler which is located above the ceiling and concealed from view by the ceiling plate. The
plate is soldered to the sprinkler special upper support assembly in three places. Upon the application of sufficient heat, the
plate falls to the floor exposint the pendent spray sprinkler. At the ampule's rated remperature, the sprinkler opens releasing
the bulb seat, causing the inner tube assembly to move allowing the spring assembly to pivot alongside the inner tube. At this
time, water flows through the sprinkler and is distributed by the deflector in an approved discharge pattern.
A special spring is attached to the pendent deflector that serves to provide a constant rension against the ceiling plate. This
feature virtually ensures freedom from environmental vibration problems.
The hean of Globe's GL Series sprinkler proven actuation assembly is a hermetically sealed frangible glass ampule that
contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal
Pressure. Atthe prescribed temperature the internal pressure within theampule exceedsthe strength oftheglass causingthe
glass to shatter. This results in water discharge which is distributed in an approved pattern.
Tncnxrcel DATA
o See reverse side for Approvals and Specifications.
r Temperature Ratings -
- 135"F (57'C) Sprinkler, 135"F (57"C) Cover Plate;
->f 55"F (68'C) Sprinkler, 135"F (57'C) Cover Plate;
175"F (79"C) Sprinkler, 155'F (68"C) Cover Plate;
->) 200'F (93'C) Sprinkler, 155'F (68'C) Cover Plare.
o Water Working Pressure Rating - | 75 psi (l 2 Bars).. Factory tested hydrostatically to 500 psi (34 Bars).. Maximum low temperature glass bulb rating is -67'F (-55"C).I Frame - bronze o Deflector - brass o Screw - brass r Bulb seat - brass r Spring - teflon coated nickel alloy
' Reminer - brass r Pin - stainless steel r Torsion tptiiq_- t-Tl"l:r: steel 64 Lurft.ilf S ,^Jffi c:,et eaFljJ t Brlb - glass with alcohol based solution, 3mm r Orifice inseru - brass t ll+; N'pio. r; rtrpi . or."r,uu" - galvanized steer pipe QUICK RESPONSE
r lnner tube - stainless steel
4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658
APRTL 2004 A-56
DRY CONCEALED PENDENT
989-846-4583 . FAX 989-846-923 I
BULLETIN G15637, REV. #7
. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
N.F.P.A. MAXIMUM
CEILING TEMPERATURE
Qrncr RnspoNsn
Aurom,trtc Spruxxtnns
GL Snruns
Dnv Tvpn
CoNcn,qtno PSwuENT
I'lETRIC CONVERSIONS ARE APPROXII'4ATE.
*LISTED FOR ALL HAZARDS.
Cnoss SscrrcN
i
Appnoutts
989-846-4583
r-800-248-0278
PRINTED U,S,A,
I nr po nru rvr I Ns rt t nqn o rv D.n rt
Globe GL Series Dry Concealed sprinklers should
be installed in accordance with the requirements set fonh in
NFPA 13. These sprinklers are to be installed using a pipe
wrench applied o the outer tube. When this is not possible,
the proper sprinkler head wrench may be used with exreme
care for lengths up to approximately 18". Excessive force
may distort the frame thus destroying the unit.
For funher imponant installation data, please refer to
our Dry Sorinkler Caution Sheet.
OnnnruNo Ixponm,trrcx
SPECIFY
' QuandL Model Number ' sryle
'Orifice . Temperature . Finishes desired
. Quantity - Concealed Wrenches - P/N 3170 | 4
. Quantiry - Protecrive Caps - P/N 327 | l9
. "A" Dimension - Distance from face of fitting to rhe
finished ceilint line regardless of escutcheon used.
Gmse PnoDUCTW,anneNry
Globe agrees to repair or replace any of its own
manufacured products found to be defective in material or
workmanship for a period of one year from date ofshipmenr.
For specific details of our warranty please refer to Price
List Terms and Conditions of Sale (Our Price Lisr).
4077 AIRPARK DRIVE, STANDISH. MICHIGAN 48658
SpncrctcarroNs
NOMINAL ''K'' FACTOR THREAD SIZE LENGTH*:I."FINISHES
-->,5.6 (80 metric)
8. | (l 16 metric)
I" NPT
STANDARD
3/4" NPT (s,6K)
UPON REQUEST
Variable
to 48"
Bright Chrome
Whire Painted
*Satin Chrome
*Bright Brass
+Odrer Painted Finishes
,FINISH€S AVAILABLE ON SPECIAL ORDER. PAINTED PLATES OTHER
THAN WHITE REQUIRE CUSTOMER TO FURNISH PAINT. CONTACT
GLOBE FOR PAINT SPECIFICATION.*culus LISTED FOR UP TO A 48" "A" DlI4ENS|ON.
STYLE stN
MODEL
K
FACTOR
THREAD
stzE
| 35'F (s7'C)
WITH PLATE
r 3s"F (s7"c)
rs5'F (68"C)
WITH PLATE
r35'F (s7"C)
r 7s'F (79'C)
WITH PLATE
I ss'F (68'C)
200'F (e3'c)
WITH PLATE
| 55"F (68'C)
*cULus
CONCEALED
PENDENT
>G15637
G15638
GL8 | 37
).6
5.6
8.1
I" NPT
3/4'NPT
I.. NPT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONCEALED PENDENT
@,?e?#FAX 989-845-923 |
www.globesprinkler.com
BULLETIN G15637, REV. #7 APRIL 2OO4
@wffi Aurotut,artc Spnmxtnns
GL Saruns
Dnv Tvpn
PnrvnnNr
Rncnssno PnwnnNr
Dnscrupnoy,eNo O pnn,trroN
The Globe GL Series Dry Type Pendent Sprinkler is
designed for use in special applications such as freezing environ-
ments and conditions where sediment or foreign materials might
accumulate in ordinary drop nipples.
The Globe GL Series Dry Type Pendent Sprinkler utilizes a
frangible glass ampule sprinkler. At the ampule's rated temperature,
the sprinkler opens releasing the bulb seat, causing the inner tube
assembly to move, allowing spring assembly to pivot alongside the
inner tube. At this time, water flows through the sprinkler and is
distributed by the deflector, in an approved discharge pattern.
The heart of Globe's GL Series sprinkler proven actuating
assembly is a hermetically sealed frangible glass ampule that contains
a precisely measured amount of fluid. When heat is absorbed, the
liquid within the bulb expands increasing the internal pressure. At
the prescribed temperature the internal pressure within the ampule
exceeds the strength of the glass causing the glass to shatter. This
results in water discharge which is distributed in an approved
Dattern.
Tacntwcll DAru
o See reverse side for Approvals and Specifications.
. Temperature Ratings - 135"F (57"C), 155"F (68"C), 175'F (79"C),
200'F (e3"c), 286'F (t4t'C), 360"F (t82"C).. \ y'ater Working Pressure Rating - 175 psi ( l2 Bars).
' Factory tested hydrosatically to 500 psi (34 Bars).r Maximum low temperature glass bulb rating is -67'F (-55"C).. Frame - bronze r Deflector - brass o Screw - brass . Bulb seat - brass r Spring - teflon coaced nickel alloy
o Retainer - brass r Pin - stainless steel o Torsion spring - srainless sreel . Bulb - glass with glycerin solution, 5mm r Orifice inserr - brass
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
APRTL 2004 A-90
o 3/4" or l" NPT . Outer tube - galvanized steel pipe EXTENDED RECESSED
o Inner tube - stainless sceel fttf Vlala
L0(L€e5 - B.qtrs>,
SURFACE
MOUNT
SLEEVE
& SKIRT
. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
N,F,P.A. MAXIMUl.I
CEILING TEMPERATURE
INTERMEDIATE
HIGH
EXTM HIGH
989-846-4583 . FAX 989-845-923 |
BULLETIN G15679, REV, #7
Auroaanc Spruxrctnns
GL Snruns
Dnv Tvpn
PnNnawr
Rncnssnn PnNonrvr
HETRIC CONVERSIONS ARE APPROXIF4ATE.
'LISTED FOR ALL
Cnoss^SrcrroNs
ttk
-ffi*,,,*
SLEEVE & SKIRT PENDENT
I u p o nrtNr I Ns rl u,qn o x D.ere
Globe GL Series Dry Pendenr sprinklers should be
installed in accordance with the requirements set forri in
NFPA 13. These sprinklers are to be installed using a pipe
wrench applied ro the outer tube. When rhis is not possible,
the proper sprinkler head wrench may be used wirh exyeme
care for lengths up to approximately 18". Excessive force
may distort the frame thus destroyint the unit.
For further important installation data, please refer to
our Dry Sorinkler Caudon SheeL
Onnnnnte lNronalrrcr,t
SPECIFY
' QuantitY ' Model Numbe' Sryle
. Orifice . Temoerature . Finishes desired
. Quandq/ - Wrenches - P/N 333010
. Quantiry - Recessed Wrenches - P/N ll70l4
. Quantity - Protective Caps - P/N 327 | 09-CAP (Friction
Fit Recessed)
. Escutcheons desired
. "A" Dimension - Distance from hce of fluint to the
finished ceiling line regardless of escutcheon used.
Grcne PnoDUCrW,qnRANry
Globe agrees to repair or replace any of its own
manufactured products found to be defective in material or
workmanship for a period ofone year from date of shipment.
For specific details of our warranty please refer to Price
List Terms and Conditions of Sale {Our Price List}.
4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658
NOMINAL "K" FACTOR THREAD SIZE LENGTH**FINISHES
(80 metric)
( | l6 metric)8.1
I" NPT
STANDARD
3/4" NPT (s.6K)
UPON REQUEST
Variable
to 48"
Factory Bronze
xSatin Chrome
Bright Chrome
White Polyester +
Black Polyester +
*Lead Coated
+Wax Coated
{l/ax over Lead
ORDER
PPROVA SPECIFIED ON ORDER,
STYLE stN
MODEL
K
FACTOR
THREAD
stzE
t35'F
s7'c
| 55'F
68'C
tr5"F
79'C
200"F
93"C
286'F
t4 r.c
t60.F
I E2'C
$ cuLus
PENDENT
GLS679
G15680
G13r79
5.6
8.1
I' NPT
3i,t" NPT
I' NPT
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PENDENT
GL5679
G15680
GL8t79
5.5
8.1
I" NPT
]i4" NPT
I" NPT
X
X
X
X
X
X
x
x
X
X
X
X
X
X
X
X
X
15 %" NPT ONLY
989-846-4583
t-800-248-0278
PRINTED U,S.A.
WAX COATING
FAX 989-845-923 r
www.globesprinkler.com
BULLETIN G15679. REV. #7
cuLus LISTED UP TO 200'F .*cULu3 LISTED FOR UP TO A 48"A'DIMENSION
+AVAILABLE AS culus LISTED CORROSION RESISTANT wHEN A
E
'',|
r
ii.,r,4
EXTENDED PENDENT
RECESSED PENDENT
PENDENT
@m
APRIL 2OO4
GROOVED COUPLINGS
/c\
a9
LISTED
protection
@@
Forfire
MATERIAL SPECIFICATION :
HOUSINGS: OUCTILE IRON CONFORMING TO ASTM ,4536 BOLTS: OVAL NECK TRACK BOLTS PER ANSI/ASME 818.10. STEEL PER SAE J429 GRAOE 5. THREADS PER ANSI 81,1
UNIFIED STANDARO COARSE CLASS 2A. ZINC ELECTROPLATED PER ASTM A164.NI.JTS: HEAVY HEX PER ANSI/ASME 818.2.2. STEEL PER SAE J995 GMDE "2. OR ASTM 4563 GRADE "A. OR '8., ZINC
ELECTROPLATED PER ASTM A164.
C-3 COUPLINGS USE HEX FLANGE LOCK NUTS, STEEL PERASTM A194. ZINC ELECTROPLATED PER ASTM A164,
GASKETS: EPDM OR NITRILE (SEE PAGE 33 FOR TECHNICAI DATA)FINISH: RUST INHIBITING ORANGE PAINT OR HOT DIPPED GALVANIZING PER ASTM A-153.
THE C.4 RIGID COUPLING IS LIGHT
WEIGHT. ECONOI\4ICAL AND DESIGNED
FOR RIGID PIPING APPLICATIONS. CAST
IN PLACE TEETH BITE INTO THE PIPS
FITTING SHOULDER TO FIRMLY RE-
STRICT MOVEMENT.
LISTED APPROVED
services reouest submittal GRS 1.3
(
1. Working pressure and/or end load ara total allowabla, based on standard weight steel pipe, roll or cut grooved.
2. One time field test pressure may be increasad to 1-5 times the figures listed above.
3. Working pressures on other pipe schedules may be found on page 42.
, CONTACT STAR PIPE PRODUCTS FOR SIZES LARGER THAN 12'
N OM INA I.
stzE
tN.
(mm)
ACI UAI.
PIPE
slzE
lN (mm)
M AX.
WOR KING
P.S.r./
(kP o)
M AX.
END
I.OAD
Lbs.(N)
ALtOW.
PIPE END
SEP.
lN.(mm)
NUI S/B OIT S
ONCH )eTY. StZE
DIM E NS IONS -lnch/mm {PPROX
WE IGH I
E ACH
Lbs.(Ko)
B
11t4 1.660 750
5r 75
1623
7219
0 - 0.06 0- 1.5
2 318x2 4.20
t07
2.55
65
1.70
43
1.48
0.7
1 'ln
40
1.900
48.3
750
5t 75
2126
9456
0 - 0.06
0-1.5
2 3lgxz 4.44
I t3
2.81
71
1.70
43
1.66
0.8
2
50
2.375
60.3
750 3323
14781
0 - 0.06 0, t.5
2 318x2114 4.88
t24
3.28
E3
1.76
45
1.85
0.8
21n
65
2.975
73.0
750
5175
4869
21657
0 - 0.06 0,1.5 2 318x2112 5.53
140
3.78
96
1 .76
45
2.11
1.0
3 0.D.
65
3.000
76.1
750
5175
5301
23579
0 - 0.06
0-1.5
2 gl8r21l2 5.93 l5l 4.00
r02
1 .76
45
2.21
1.0
3
80
3.500
88.9
750
5175
7216
32097
0 - 0.12
o-3,2
2 USx21l2 6.38
162
4.40
112
1 .76
A5
2.41 t.t
4
100
4.500
I14.3
750
5175
11928
53056
0 - 0.12
0-3.2
2 318x2112 7.68
t95
5.59
142
1 .98
50
3.17
1.4
5
t25
5.563
t4r .3
700
4825
17014
7 ta78
0 - 0.12
0-3.2
2 'lnx'3 9.06
230
6.93
176
2.06
52
4.50
2.0
6
r50
6.625
168.3
700
4825
24130
107330
0 - 0.12
a - 3.2
2 1l2xg 10.75
273
7.87
2ffi
1.98
50
5.84
2.6
6.5 0.D.
150
6.500
165.l
700
4825
23228
r033r8
0 - 0.12
0-3,2
2 lnxg 10.25 2&7.99
203
2.06
52
5.82
2.6
I
204
8.625
219.1
600
4100
35056
r55929
0. 0.12
o-3.2
2 518x3112 13.44
341
10.21
t3 2.22
56
10.82
4.9
10 2In 10.750
273l 500
3450
45381
201855
0 - 0.12 o-32 2 718x5 16.70
A2A
12.88
327
2.62
67
21.50
9.8
12
300
12.750
323.9
400
27 50
51071
227164
0 - 0.12 0-32 2 718x5112 18.50 ala 14.89
378
2.62
67
27.36
12.4
Page 2
P.ffi /,F\
E9
LISTED
protection
t
MECHANICAL TEES
1.3
MECHANICAL BRANCH CONNECTIONS FOR
REDUCING BRANCH OUTLETS WITHOUT
WELDING. THE MT.2 IS A BOLTED SADDLE
TYPE FITTING WITH GROOVED OUTLETS,
DESIGN ASSURES SUPERIOR SEALING, FULL
PIPE SUPPORT, EXCELLENT STABILITY AND
EASY INSTALLATION
ALL SIZES MAY BE USED AS MECHANICAL CROSSES,
OUTLET BRANCH IS MACHINED PER STANDARD CUT GROOVE SPECIFICATION
6) <fM>\ei7 -'\"-
LISTED APPROVED
services request submittal GRS
L-o *l
ttl ilt-!E+E
'G? E
Forflre
,
I
NOM INAt
stzE
tN.
(mm)
M AX.
woP rflNG
P.S.t./
&P q)
HOI-E
D IA.
+.125/-0.0
lN rmmt
NUI S /B O[T S
(rNcH )oTY. StZE
DIM E NS IONS -lnch/mm APPROX.
WE IGHT
EACH
Lbs.&o)
B D
3x'l 112
8O(40
500
3450
2.OO
5l
2 1nx2U4 3.44 8/
2.15
55
6.25
159
3.91
99
3.80
2.8
3x2
B0150
500
3450
2.50
64
2 1nr2 314 3.44
87
2.15
55
6.25
159
3.91
99
4.40
2.O
4x1 112
lmx40
500
3450
2.00
5l
2 1nx2u4 4.00
142
2.64
67
7.25
184
3.83
97
4.60
21
4ra
lmx50
500
3450
2.50
6A
2 1nx2 3l4 4.00
r02
2.65
67
7.25
184
4.52
I l5
4.80
2.2
4rA 'll2
I mx65
5(x)
3450
2.75 to
2 1nr2 314 4.00
r02
2.65
67
7.25
t84
4.52 tt5 5.40
2.4
4x3 O.D.
I00x65
500
3450
2.75
10
2 1nx23l4 4.00
102
2.65
61
7.25 lu 4.52
I t5
7.60
4x3
I mx80
500
3450
3.50
89
2 1nxgU4 4.13
105
2.65
67
7.25
184
5.12
r30
7.60
5x2
123x50
500
3450
2.50
64
2 518x4 4.75 3.18
8l
8.30
2r r
4,52
5
7;19
3.3
5Y2112
I25x65
500
3450
2.75
10
2 5/8x4 4.75
121
3.18
BI
8.30 2ll 4.52
115
7.19
3.3
5x3
125x80
500
3450
3.50
89
2 5/8x4 5.00
127
3.18
8l
8.30
2t 1
5.12
130
7.90
3.6
6)A 500
3450
2.50 2 5lgx4 5.12
130
3.71 9.38
238
4.42 ll2 8.00
3.6
6n u2
l5Ox65
500
3450
2.75
1A
2 5/8x4 5.12
t30
3.71
94
9.38
238
4.42 ll2 8.00
3.6
6x3 O.D.
150x65
500
3450
2.75
70
2 518x4 5.12
r30
3.71
94
9.38
238
4.42
112
9.70
A4
6x3
l50xB0
500
3450
3.50
89
2 518x4 5.25
133
3.71
94
9.38
238
5.62
t43
9.70
4.4
6x4 ls.xl00 5U)
3450
4.50 |4 2 518x4 5.38
r37
3.71
9A
9.38
238
6.50
r65
13.60
6,2
Page 19
GROOVED FITTINGS
/'c\q9
LIS I EU
protection
@@
LISTED APPBOVED
services reouest submittalGRS 1.3
MATERIAL SPECIFICATIONS:
CAST FITTINGS: DUCTILE IRON ASTM 4536
SEGMENTALLYWELDED FITTINGS: ASTM A53 OR 4135 STANDARD WEIGHT EXCEPT E-9 lS SCH 10.
FoRGE STEEL FlfilNGS: ASTM 234 WPB/ASA 816.9 AND ASTM A53 OR A135 FINISH: RUST INHIBITING OMNGE PAINT OR HOT DIPPED GALVANIZING PERASTM 4153.
FLOW DATA: SEE TECHNICAL SUPPORT DATA PAGE 41.
WORKING PRESSURE (PS
11t4',-3',4',5'- 6"10"1z',14',18"20'-24',
1000 750 700 600 500 400 300 250
C
f*ctoe--l
NOMINAT
stzE
tN.
(mm)
CE NI E R
to
END
lN rmmt
APPROX.
WE IGH I
E ACH
Lbs rror
CENTER
lo
E ND
lN rmm)
APPROX,
WE IGH T
E ACH
Lbs rkd)
CENTER
to
END
lN rmm\
APPROX,
WE ICH T
E ACH
Lbs.fto)
CENTER
to
END
lN (mm)
APPROX.
WE IGH I
E ACH
Lbs.rKo)
CE NT E R
to
E ND
lN rmml
APPROX.
WE IOH T
E ACH
Lbs.k.,)
1 1t4
32
2.75
70
1.1
0.5
1.75
44
0.8
0.4
1.75
44
0.8
o.a
1.37 0.5
o.2
2.75
1.2
1.2
0.5
11n
40
2.75
70
1.2
0.5
1.75
4A
0.9
a.A
1.75
44
1.0
0.5
'L37
35
o.7
0.3
2.75 t2
't.8
0.8
2
50
3.25
83
2.0
0.9
2.00
5t
1.5
0.7
2.00
5l 1.6
o.7
1 .37
35
0.9
4.4
3.25
83
2.3 l0
2112
65
3.75
95
2.9
1.3
2.25 2.2
1.0
2.00
5l
2.'l
10
1 .50
38
1.5
o.7
3.75
95
3.0
1.4
3 0.D.
65
3.75
95
3.1
1.4
2.25
57
1.9
09 NUA t\YA f\YA NYA IVA NI/A
3
BO
4.25
r08
4.3
2.0
2.50
64
3.2
1,5
2.25
57
3.1
1.4
1.50
38
2.0
0.9
4.25
t08
3.6
1.6
4
r00
5.00
127
8.7
3.9
3.00
76
5.7
2.6
2.87
73
5.4
2.4
1.75
44
3.3
1.5
5.00
127
3.7
1,7
5
125
5.50
140
11.9
5.4
3.25
83
s.2
3.7
2.88
73
7.8
3.5
2.00
5t
5.0
2.3
5.50
t40
4.3
2,4
6
150
6.50
165
18.2
8.3
3.50
89
11.0
5.0
3.12
19
8.3
3.8
2.00
5t
6.5
2.9
6.50
165
10.7
4.9
6.5 0.D.
150
6.50
165
15.0
6.8
3.50
89
11.2
5.1 NYA f\YA NUA N/A wA l,l/A
I
200
7.75
197
32.2
14.6
4.25
108
20.4
9.3
3.87
98
17.9
8.1
2.00
5l
10.0 7.75
197
20.8
9,4
10
250
9.00
229
49.0
22.2
4.75
t2t 31.5
14.3
4.75 l2t 30.0
13.6
2.12
54
14.5
6.6
9.00
229
29.0
r32
12
3m
10.00
254
70.0 '31.8 5.25
r33
44.1
20.0
4.87
124
40.4
18.3
2.25 5l
18.7
8.5
10.00
2U 33.0
r5.0
14 * 2f;80 180.0
Bl.6 *\S 105.0
47.6
5.00
121
43.0
19.5
3.50
89
25.0
I 1.3 t{/A lVA
16
4m * 2llo
o60
220.0
99,8 * 19Jo 115.0 5.00
127
50.0
22.7
4.00
102
42.0 t9l N/A IVA
18
450 * 3ro;90 280.0
127 .O
* tlu?u t45.0
65.8
5.50
r40
60.0
27.2
4.50 |/50.0
22.7 NVA N/A
20
5m * 33i80 350.0
158.8 * 13i30 180.0
8t.6
6.00
15?,
70.0
3I.B
5.00
127
65.0
29.5 N/A t\YA
24
600 * 33090 480.0
217 .7
* t3a9o 250.0
1 13.4
7.00
178
105.0
47.6
6.00
152
95.0
43.1 NiA f\YA
SW = SEGMENTALY WELDED STEEL
* FORGE STEEL
DRAIN ELBOW HAS A STANDARD 1'FEMALE NPT OUTTET
DRAIN ELBOW IS SCH 1O STEEL PIPE
Page 6
//I\
e9
LISTED
protecti0n
t
C.I.THREADED FITTINGS
Forfire
LISTED APPROVED
services request submittal GRS '1.3
CAST IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL
APPROVED FQR 3OO PSI SERVICE, GRAY IRON PERASTMAl26 CLASS B, DIMEN-
SIONS CONFORI\4 TO ANSI 816.4 CLASS ,125 EXCEPT PLUGS CONFORM TO ASME
8,16,14. THREADS ARE NPT PER ANSI/ASME 81,20,1.
B-r-
1,.
T
.tlL*l I l:IalN f:Il rI{cl:l:T I T:I'II
NOMINAL
stzE
(rNcH)
lTEvl
CODE
#
MAX.
WORKING
P.S.r.
DIM EI{SIONS WEGHT
A B
EACH
PIECE
c890033 300 1.50 1.50 0.95
1 114 c890044 300 1.75 1 .75 1.34
'l 1t2 c8900s5 300 1.94 1.94 1.80
2 c890066 300 2.25 2.25 2.90
titoMtNAL
slzE
0r.rcH)
ITEIIiI
CODE
#
MAX.
WORI{NG
P.S.t.
UM ENSIONS WEGHT
EACH
PIECE B
1 cT33il 300 1.50 '| .50 1.21
1 1t4 CT4'14 300 1.75 1.75 'l .87
11n cT555 300 1.94 1.94 2.51
2 cT666 300 2.25 2.25 3.96
I{OMIt,|AL
stzE
(rNcH)
MAX.
WORI{NG
P.S.t.
.t{-ttt:I.tf zt5 II:ICI:III;I!
NOMINAL
slzE
(ll,rcH)
lTEll
CODE
#
M AX.
WORKING
P.S.t.
DM EI\ISlONS WEGHT
EACH
PIECE A B
c 845033 300 1.12 1.12 0.84
1 1t4 c845044 300 1.29 1.29 1 .40
11t2 c845055 300 1.43 1 .43 1 .80
2 c845066 300 1.68 1 .68 2.79
t
t1L'lIl al \\I:l rI9IrlrI gl3!:I9lllll
NOMINAL
stzE
(rNcr0
ITEIIiI
CODE
f
MAX.
WORKING
P.S.t.
DIM ENSIONS WEGHT
EACH
PIECE A B
1X112 c8 0031 300 1.26 't.36 0.64
1X3/4 c890032 300 1.37 1 .45 0.87
1114X112 c89004r 300 1 .34 1 .53 0.96
1114X314 c890042 300 1.45 1 .52 1.13
11t4X1 c890043 300 1.58 1 .67 1.16
1lnx1 c890053 300 1.65 1 .80 1.51
1ln)(1 114 c 890054 300 1.82 1 .88 1.62
2X1t2 c890061 3(X)1 .49 1 .88 2.00
2X3t4 c890062 300 1 .60 1 .97 2.05
2X1 c890063 300 1.73 2.02 2.'t0
2X1 114 c890064 300 1.90 2.10 2.30
2X1 1t2 c890065 300 2.O2 2.16 2.60
NOMT1'|AL
SIZE
(tNcH)
ITE[/l
CODE
*
MAX.
WORI{NG
P.S,t.
DIM B.lSlON WEGHT
EACH
PIECE A
1t2 cPL001 300 0.94 0.10
3t4 cPL002 300 1.07 0.17
1 cPL003 300 't.25 0.28
11t4 cPL004 300 1.36 0.44
'l 1t2 cPL005 300 1.45 0.52
2 cPL006 300 1.56 0.91
Page 27
GROOVED PRODUCTS
FOR FIRE PROTECTION
For fire
/,G\
E9
LISTED
protection
@@
LISTED APPROVED
services request submittal GRS 1.3
MODEL GBV.1 IS UL LISTED AND FACTORV MUTUAL APPROVED
MODEL GBV.2 IS ULC LISTED AND FACTORY MUTUAL NPPNOVCO
Fire Protection Valve . For lndoor Service onlv
' Grooved mechanical end connections . Nylon coated ductile iron . Extended necr ' Elastomer encapsulated disc . supplied with two internal supervisory switches . 175 PSI Non-Shock Cold Water 2 1/2, - B"
0
MATERIAL LIST
PART
1. Upper Stem Stainless Steel AlSl 420
2. Upper Carbon Steel ( Fiber-Flon+Gtass Coating)
3. "O"Ring EPDM
4. Body Ductile lron ASTM 4-536 with Nylon Coating
5. Disc Ductile lron ASTM 4-536 with EpDM Encaosulation
6. Lower Bushing Carbon Steel (Fiber-Flon+Glass Coating)
7. Lower Stem Stainless Steel AlSl 420
EPDM
o Aluminum
10.Gear Operator Duclile lron ASTM 4-536, powder Coated
11.Indicator Ductile lron ASTM 4-536, powder Coated
12.Handwheel Carbon Steel ASTM A 619
DIMENSIONS. WEIGHTS
SIZE A
21/2' 2.88 2.72 0.31 0.63 3.80 13.27 6.73
3.50 3.34 0.31 0.63 3.80 13.82 6.73
4.50 4.33 0.38 0.63 4.54 15.75 6.73
6.63 6.45 0.38 0.63 5.21 18.58 6.73
8',8.63 8.44 0.44 o.75 5.80 20.51 6.73
+.J1
2.95 5.3 t 5.60 3.62 4.92 <.v
2.95 5.31 6,89 4.25 4.92 24
2.95 7.60 8.27 5.71 AAA
8',2.95 7.60 9.21 6.69 8.86
FLOW DATA SEE PAGE 17.
0
e
stzE JK Weioht
0bs-.)21/2'2.95 5.31 5.31
Page 14
50
January 12, 2004 319 a
DOUBLE INTERLOCKED
PREACTION SYSTEM
ELECTRIC/PNEUMATIC RELEASE IKINIG'
A. SYSTEM DESCRIPTION
(Refer to Figures 1 - 3)
Viking Electricr'Pneumatic Double Inter-
locked Preaction Systems utilize a Vi-
king deluge valve controlled by a pneu-
matic actuator (F.1), normally held
closed by supervisory pressure main-
tained in the automatic sprinkler system,
AND a normally closed electric solenoid
valve (F.2) controlled by an approved
system control panel with compatible
detection system.
BOTH the electric detection svstem
must activate AND supervisory pressure
must be relieved from the sprinklef sys-
tem before the deluge valve will open to
fill the sprinkler system with water. lf the
electric detection system (alone) oper-
ates due to fire, damage, or malfunction,
an alarm will activate but the deluge
valve will NOTopen. lf the sprinkler pip-
ing is damaged or a sprinkler is broken
or fused, but the detection system has
not actrvated, an alarm will activate but
the deluge valve will NOT open.
In fire conditions, operation of both the
detection system and a sprinkler is re-
quired before the deluge valve will open
allowing water to enter the system pip-
Ing.
Electric/Pneumatic Double interlocked
preaction systems are commonly used
as refrigerated area systems. They are
also commonly used where flooding of
the pioe can have serious conse-
quences, and where it is important to
control accidental water discharge due
to damaged sprinkler piping.
Care should be taken since double inter-
locked preaction systems may not pro-
duce flow from ooened sorinklers as
quickly as single or non-interlocked
preactlon systems. Activation ofthe de-
tection system alone, or operation of a
sprinkler alone, will sound an alarm but
will NOT cause the system to fill with wa-
ter.
FACTORY MUTUAL APPROVAL
Viking Electricr'Pneumatic Double Inter-
locked Preaction Systems are Factory
Mutual (FM) Approved as a refrigerated
area system when installed with specific
components. Refer to cunent FM Ap-
proval Guide. Consult the manufacturer
for any component approvals too recent
to appear in the FM Approval Guide.
B. SYSTEMOPERATION
(Refer trc Figures 1-3)
In the SET condition:
System water supply pressure enters
the priming chamberof the deluge valve
Form No. F 070889
through the 1/4" (8 mm) priming line
which includes a normally open priming
valve (B. l ), strainer (8.2), restricted ori-
fice (8.3), and check valve (8.4). ln the
SET condition, water supply pressure is
trapped in the priming chamberby check
valve (8.4), and BOTH pneumatic actu-
ator (F.1) and normally closed solenoid
valve (F.2). The water supply pressure
trapped in the priming chamber holds
the deluge valve clapper closed, keep-
ing the outlet chamber and system pip-
ing dry.
In a fire condition, when the detection
system operates, system control panel
energizes solenoid valve (F.2) open.
Alarms activate, butthe deluge valvewill
NOT open until a sprinkler opens reliev-
ing supervisory pressure from the sprin-
kler system. When a sprinkler opens,
supervisory pressure in the sprinkler
piping is reduced causing the pneumatic
actuator (F.1) to open. After BOTH the
electric detection system activates AND
supeNisory pressure in the spr;nkler
system hav6 b6en lost, pressure is re-
leased from the pdming chamber to
open drain cup (8.14) faster than it is
supplied through restricted orifice (8.3).
The deluge valve clapper opens to allow
water to flow into the system piping and
alarm devices, causing water motor
alarm (C.2) and water flow alarms con-
nected to alarm pressure switch (C.1) to
activate.
An optional accelerator may be installed
to accelerate oressure loss from the
sprinkler system to provide earlier
alarms and/orallow the system to fillwith
water faster. An accelerator may be
necessary to meet system discharge
time requirements.
When the deluge valve operates, the
sensing end of P.O.R.V. (8.10) is pres-
surized, causing the P.O.R.V. (8.10) to
operate. When the P.O.R.V. (B.10) op-
erates, it continually vents the priming
chamber to prevont the deluge valve
from resetting even if the releasing de-
vices close. The deluge valve can only
be reset after the system is taken out of
service, and the outlet chamber of the
deluge valve and associated trim piping
are depressurized and drained.
Trouble condltlons:
lf a sprinkler opens prior to operation of
the detection system, or any time super-
visory pressure in the sprinkler piping is
lost, alarmsconnected to air supervisory
switch will signal a low air pressure con-
dition but the deluge valve will NOT
open.
lf the electric detection system (alone)
operates due to damage or malfunction,
alarms connected to system control
panel will activate but the deluge valve
will NOT open.
Manual Operation:
Any time the handle inside emergency
release (B.1 1) is pulled, pressure is re-
leased from the priming chamber; the
deluge valve will open. Water wlll flow
into the system piping, and alarm d+
vices . lf a sprinkler head opens, water
will flow from the system.
C. INSTALLATION
Refer to current Viking Technical Data
describing individual components of the
Viking Electric/Pneumatic Double lnter-
locked Preaction System. Technical
Data describing the Viking deluge valve,
and oiher system components are
packed with product and in the Viking
Engineering Design Data book.
Also, refer to applicable installation
standards. codes. and Authorities Hav-
ing Jurisdiction.
lmporiant Settings:
(Also refer to Table 1, page 319 b)
1 . Provide a minimum 30 PSI (207 kPa)
pneumatic pressure to the closed
sprinkler system and the pneumatic
actuator (F.'l ) for system water preg
sures of 175 PSI (1 207kPa)orless.
For system water pressures above
175 PSl, uptoa maximum of 250 PSI
(1 724 kPa), providea minimum of 50
PSI (345 kPa) pneumatic pressure to
the sprinkler system and pneumatic
actuator (F.1).
2. Sel Air Compressor air pressure su-
pervisory switch (E.3) to maintain a
constant air supply of 40 PSI (276
kPa) for system water pressures of
Replaces pags 31ga-j dated September 5, 2001. (Removed all
reference to Easy Trim as it is no longeran option on this system.)
For Technical Data,
lnstallalion, Maintenance
and Testing Instructions
for individual system
components, refer to current
Viking Technical Data
describing individual
components of the Preaction
System used.
Vrking Technlcal Data may be found on
The Viking Corporation's Web site at
http://www.vikingcorp.com.
The Web site may include a more recent edilion
of this Technical Data
?lo h January 12,2004
DOUBLE INTERLOCKED
PREACTION SYSTEM
ELECTRIC/PNEUMATIC RELEASE \ilfl\|G'
175 PSI (1 207 kPa) or less. For sys
tem water pressures above 175 PSl,
up to a maximum of 250 PSI (1 724
kPa), set the air compressor air pree
sure supervisory switch to maintain a
constant air supply of 60 PSI (414
kPa).
3. Set air maintenance device (G.6) to
maintain a constant air supply of 30
PSI (207 kPa) for system water pres-
sures of 175 PSI (1 207 kPa) or less.
For system water pressures above
175 PSl, up to a maximum of 250 PSI
(1 724 kPa), set the air compressor
air pressure supervisory switch (E.3)
to maintain a constantair supply of 50
PSI (345 kPa).
4. Set air pressure supervisory switch
(E.3) to activate at 25 PSI (172kPa)
on pressure drop for system water
pressures of 175 PSI (1 207 kPa) or
less. For system water pressures
above 175 PSl, up to a maximum of
250 PSI (1 724 kPa), set the air pres-
sure supervisory switch (E.3) to acti-
vate at 45 PSI (241 kPa) on pressure
drop. air pressure supervisory switch
(E.3) should be wired to activate an
alarm to signal a low air pressure
condition. Activation of an alarm to
signal a high pressure condition may
be required. Refer to applicable in-
stallation standards and the Authoritv
Having Jurisdiction.
5. alarm pressure switch (C.1) should
aclivate when prossurized to 4 to 8
PSI (27 to 55 kPa) on pressure rise.
alarm pressure switch (C.1) should
be wired to activate the water flow
alarm.
Air Supply Deslgn:
The air supply compressor should be
sized to establish total required air pres-
sure in 30 minutes. The air supply must
be regulaled, restricted and maintained
automatically. air maintenance device
(G.6) is used to regulate and restrictthe
flow of supervisory air into the sprinkler
system piping.
The air supply must b€ regulated to
maintain the supervisory pressure de-
sired in the sprinkler piping. Pressures
in excess of the pressure settings rec-
ommended in paragraph C: "lnstalla-
tion", may affectoperation ofthe system.
The air supply must be restricted to en-
sure that the automatic air supply cannot
replace air as fast as it escapes when a
sorinkler ooerates.
It is recommended practice to provide
an insoectors test connection on the su-
pervised sprinkler piping.
The sprinkler system inspectors test
connection should terminate in an orifice
equal to the smallest sprinkler orifice
orovided.
The insoectors test connection should
be equipped with a ball valve (normally
locked closed) capable of being opened
to simulate the opening of a sprinkler
and should b6 install€d at the most hy-
draulically demanding location of the
system. Inspectors test connections
may be used to verify that the automatic
air supply cannot replace air as fast as it
escapes when a sprinkler operatos. Rs.
fer to paragraph F. INSPECTIONS and
TESTS.
Speed of Operatlon
An optional accelerator may be installed
to accelerate oressure loss from the
sprinkler system to provide earlier
alarms and/orallowthe system to fillwith
water faster. An accelerator may bo
necessary to meet system discharge
time requirements.
D, EMERGENCY INSTRUCTIONS
(Refer to Figures 1 - 3)
To Take System Out ofService:
WARNING: Placing a control valve or
detection system out of service may
eliminate the Fire Protection capabilities
of the system. Priorto proceeding, notify
all Authorities Having Jurisdiction. Con-
sideralion should be given to employ-
ment of a Fire Patrol in the affected ar-
After a fire, verify that the fire is OUT and
that placing the system out of service
has been authorized by the appropriate
Authority Having Jurisdiction.
1. Close water supply valve.
2. Open system main drain.
3. Silence alarms (optional).
a: To silence electric alarms con-
trolled by Viking PAR-3 Panel :
Open panel and press "ALARM
SILENCE"b: To silence electric alarms c!n-
trolled by pressure switch and to
silence water motor alarm (C.2) :
Close alarm shut-off valve (8.9).
Note: Electric alarms controlled by a
oressure switch installed in the 1/2"
('15 mm) NPT connection for a
Non-interuptable alarm pressure
switch (C.1) cannot be shut off until
the deluge valve is reset or taken out
of service.
4. Shut off the air supply (optional).
5. Open auxiliary drain valve (8.6).
6. Close priming valve (8,1) (optional).
Sprinkler systems that have been sub-
jected to a flre must be returned to ser-
vice as soon as oossible. The entire
system must be inspected for damage,
and repaired or replaced as necessary.
7. Replace any detectors that have
been damaged.
8. Replace any sprinklers that have
opened, been damaged, or have
been exoosed to fire conditions.
9. Perform all maintenance oroceoures
recommended in Technical Data de-
scribing individual components of the
system that has operated.
10. Return the system to service as
soon as oossible. Refer to E:
PLACING THE SYSTEM IN SER.
VICE.
E. PLACING THE SYSTEM
lN SERVICE (Refer to Fieurcs i - 3)
Note: Refer to instructions orovided in
Technical Data describing the Viking d*
luge valve, and other system compo-
nents.
To Retum the System to Service:
'l . Verify that the system has been prop
erly drained. System main drain and
auxiliary drain valve (8.6) should be
open. Verify that emergency release
(8.1 1) is closed.
2. Close the system main drain.
3. Open priming valve (8.1).
4. Reset the system control panel.
For Viking Par-3 Panel: Open panel
and Dress "RESET".
Solenoid valve (F.2) should close.
Flow from the outlet of oneumatic ac-
tuator (F.1) to drain cup (8.14)
should stop. The low air alarm will aG
tivate.
TABLE 1
IMPORTANT SETTINGS
WATER
SUPPLY PRESSURES
Up to
175 PSI (1 207 kPa)
SET TO MAINTAIN
175 PSI (1 207 kPa)to
250 PSI ('l 724 kPa)
SET TO MAINTAIN DEVICE
Air ComDressor "On/Off' Switch 40 PSI (276 kPa)60 PSI (414 kPa)
Air Maintenance Device 30 PSI (207 kPa)50 PSI (345 kPa)
Release System
Pressure SuDervlsory Switch
25 PSI (172 kPa)
On Pressure Drop
45 PSI (310 kPa)
On Pressure Drop
\ilfl\G'DOUBLE INTERLOCKED
PREACTION SYSTEM
ELECTRIC/PNEUMATIC RELEASE
January 12, 2004
a: For Par-3 Panels, to silence the
low air alarm, open the panel and
press ALARM SILENCE.
5. Restore supervisory pressure to
sprinkle. piping. Establish and main-
tain 30 PSI (207 kPa) or 50 PSI (345
kPa)as required by pneumatic actua-
tor (F.1 ). referto Section C: "lnstalla-
tion".
a: Verify that the 1/2" valve in the air
maintenance device by-pass trim
is closed and that both 1/4' valves
are open.
6. Reset the system control panel. For
Par-3 Panels, open the panel and
press RESET.
7. Open flow test valve (B.15).
8. Partially open main water supply con-
trol valve
9. When full flow develoos from flow test
valve (8.15), close the flow test valve
(8.15).
a: Verify that there is no flow from
open auxiliary drain valve (8.6).
10. Cloie auxiliary ilrain valve (d.6).'
1 1. Fully open and secure the main
water supply control valve,
12. Verity that the alarm shut-off valve
(8.9) is open and that all other valves
are in their normal operating position.
13. Depress the plunger of drip check.
No water should flow from the drio
Check when the plunger is pushed.
F. INSPECTIONS and TESTS
It is imperative that the system be in-
spect€d and tested on a regular basis.
Refer to INSPECTIONS and TESTS
recommended in cunent Viking Techni-
cal Data describing individual compo-
nents of the Viking ElectricJPneumatic
Double Interlocked Preaction System
used.
The frequency of the inspections may
vary due to contaminated water sup-
plies, corroslve water supplies, corro-
sive atmosDheres as well as the condi-
tion of the air supply to the system. For
minimum maintenance and inspection
requirements, refer to the National Fire
Protection Association Pamphlet that
describes care and maintenance of
sprinkler systems. In addition, the Au-
thority Having Jurisdiction may have ad-
ditional maintenance, testing, and in-
spection requirements which must be
followed.
WARNING: Any system maintenance
which involves placing a control valve or
deteclion system out of service may
eliminate the fire protection capabilities
of that system. Prior to proceeding, no-
tity all Authorities Having Jurisdiction.
Consideration should be given to em-
ployment of a tire patrol in the affected
areas.
F.l Low Air Pressure Alarm Tost
Quarterly testing of low air alarms is rec-
ommended.
To Test Sprinkler System "Low Su-
pervisory Air" Alarm.
1 . To prevent operation of the deluge
valve and fllling the system with water
during the test, do NOT operate the
eleckic detection system during this
test. Considerclosing the main water
supply control valve.
2. Fully open the sprinkler system in-
spectors testvalve to simulate opera-
tion of a sorinkler.
3. Verify that low air alarms operate
within an acceptable time period and
continue without interruotion.
4. Close the insoectors test valve.
5. Establish recommended pneumatic
supervisory pressure to be main-
tained. Refer to paragraph C: lN-
STALLATION.
6. Open the system conhol panel and
press RESET. Alarms should stop.
When tosting is complete, return the
system to service following steps 1
through 9 below.
Caution, this procedure applies only
when done in conjunction with "Low Air''
Alarm testing described above.
1 . Verify that the pressure indicated on
priming pressure water gauge (8.12)
indicates that the priming chamber is
pressurized with system water supply
oressure.
2, Depress the plunger of drip check. No
water should tlow from the drip check
when the plunger is pushed.
lf the main water supply control valve
was NOT closed in step 1, proceed to
steo 8 below.
lf the main water supply control valve
WAS closed in slep | , proceed with
steps3throughgbelow.
3. Open flow test valve (8.15) and auxil-
iary drain valve (B.6).
4. Partially open main water supply con-
trol valve
5. When full flow develoos from flow test
valve (8.15), close the flow test valve
(B.15).
a: Verity that there is no flow from
open auxiliary drain valve (8.6).
6. Close auxiliary drain valve (8.6).
7. Fully open and secure the main wa-
ter supply control valve.
8. Verify that the alarm shut-off valve
(8.9) is open and that all other valves
are in their normaloperating position.
9. Depress the plunger of drip check. No
water should flow from the drip
Check when the plunger is pushed.
F.2 Full Flow Trip test
Performance of a trip test is recom-
mended annually during warm weather.
Consider coordinating this test with op-
eration testing of the detectors.
Caution! Performance of this test will
cause the deluge valve to open and the
sprinkler system to fill with water. lf trip
testing is considered not practical con-
sult the Authority Having Jurisdiction.
To trio test ths Electric/Pneumatic Dou-
ble Interlocked Preaction System:
1. Notify the Authority Having Jurisdic-
tion and those in th6 area affected bv
the test.
2. To trip the deluge valve:
a: Operate a detector according to
the manufacturers instruction;.
b: Open the sprinkler system inspec-
tors test valve.
3. The deluge valve should open, filling
the sprinkler system with water.
a: Wateriow alarms should ooerate.
4. Verify adequate flow from th€; Sprin-
kler System inspectors test valve
within an acceptable time period.
When trip testing is complete:
5. Perform steps 1 through 10 of para-
graph "D" EMERGENCY INSTRUC-
TIONS to take thB system out of ser-
vtce.
6. Perform steps 1 through 13 of para-
graph "E" PLACING THE SYSTEM
lN SERVICE to return the system to
service.
7. Notify the Authority Having Jurisdic-
tion and those in the affected area
that testing is complete.
G MAINTENANCE
NOTICE: The owner is responsible for
maintaining the fire protection system
and devices in proper operating condi-
tion.
Refer to MAINTENANCE INSTRUC-
TIONS provided in currentViking Tech-
nical Data describing individual compo-
nents of the Viking Electric/Pneumatic
Double Interlocked Preaction Svstem
used.
Where difficulty in performance is expe-
rienced, the valve manufacturer or his
authorized representative shall be con-
tacted if any field adjustment is to be
maoe.
319 d January 12 , 2004
DOUBLE INTERLOCKED
PREACTION SYSTEM
ELEGTRIC/PNEUMATIC RELEASE \IKINIG'
DOUBLE INTERLOCKED PREACTION WITH CONVENTIONAL TRIM
SYSTEM PIPE WORK ELEVATION SHALL BE ABOVE THE CONTROL VALVE
: cJ"a* c4
. t o*l
,:. t <''f<" 0.a
G 4 .. '/->, c /K' no nr ''\E [{-.id ) /_ ^c 5U :Jr-8 ,/"-! -v hEr ^r : -"r. ' ",n.L.2 ' ' "'':'- "oa'.rr:3J ;"J"-
B 3 - SYSTEM
"b:"1 {i"j:),,,s91#'r '',{ ' ,,#-/ F k>< ^ ,*,
'
: Ft 11<1,.- r -4t$r h o 'ft l:,.. ffi*)V ",,,
:'@->Yl-//),-f-\,n
Ed- o'R| {.5s1.'tl
r7:" -/ \-B
(1s mm)
DOIJEI E ]NTERLOCKLIJ PRTACTION
ELE' TR IC,/ PNf t]IYAT IC
A SUPERVISED ORY 5Y5T'M CONIROI I FD BY
aI ECTRIC R'LIASE SYSTLM q.d
PI€I]HATJC SUPERVIIORY PRESSURE
SYSTEI I:NMPONENTS
A t DeLuge Volve
B. Deluqe VoLvc Ionve^t,onol Ir,n
(See Detuge Volvp Conventio.ai T.n Chorts)
B.l Pr Fng Volve (No.iolLy Op.r^)
I a Stro.er
D 3 l/16' RL'5tr ct,o.
!.4 Sp.i.g Looded Ch('(k Votve
8.5 Alo.n Test Vatve (Nor.olly Cloqed)
8.5 AuxLrory D.din Volve (Nornolly Cto5r'd)
I / !rip Cho.k Votve
!B Droin CheLk vo(vo
B9 Alor. Shut oFf Volve (No.roLLy nppa)
C I0 Pre5su.e 0pe.qted Reiief Volve (PLIR V )
B 11 tie.eP.cy RplPosc
B l? Pr n.g Prpssure Vot". [ouge o.o VoLvc
9.13 Voter Supply P.pssure 60'./ge ond Votv€
814 0roi. Cup
Bl5 Flo, Iest Vdlvp (No..olly Clcsed)
C. Vote. lloe Atdrh fqupnent
C.l Alori Pres5ufe Switch ond/or
C 2 Vote. Molor Alo.F (St.o'ne. Requi.ed)
C 3 Sr.d nc.
C4 [tec tric Ato.n gelt
D RiEer
D.l Vote. Suppty Co.ir'ol VdLvP
De fosy R,e/" ChP.k Volve o..ubbe. !Po tPd .heck voLve
Il.3 Sp..kle. Sysren Mo,n Dro,n
ll 4 90"Flt. (6.ooved ftl Shorn Detuqe Volve
olso ovoloble wlth Flanged UutteL)
E Supervrsory Ar Sepply
r' sv.. o- --.1 VLr,vL,
t e Soft Seot Swlng Che.k Volve
E3 Arr Pressure Slpe.v5ory Srtch
F Releo Ee Systeh
F.1 P.euhotic Actsoto.
F a Solenord Vo(ve (Nornolty Closed)
F 3 [lectrrc/Pneunot c RcLeo.., tloclule T. F
F4 Systen Cont.oL Ponel
F5 ttect.,c lleieLl'o. SyEteF. rleot Detecto.
shov^ €o. cto.ity
| 6 A.ceLe.otor (0pl ono( See Inset )
F 7 AccpLerotor lcolo tion Votvc (See lnset )
6 4,. Suppty
6l Autonotrc Ar SuppLy Arr Co.p.eEso.
o.d -o.< sho*- Io, (.o' L/
G 2 Ar. Superv so.y Pressune Sritch (CoFp.esso. ti../OFf Cont.ol S, tch)
c.4
@
\Pr fo. Non-^ ;inte.uotobLe o l
-le : _.-\ | rrvos,hEFr
....'4|"E'Fot|\N-4-. | | | MoDE_ E I I l)l l'4 Sc.z I accr_LRAtoR
lil.ll'l . n")'"1 ^ | (oPlroNAL)
I I v,r,l | -. c: :-. i --lA>-l")' ,Y-{r' Ar' \(,fiD \.1-l- ron- a f,, .1,*h ' (,5 -u-- c 4 |l-i- /-,
-l
I
I
I
I
?l
sl'
I
)
.2
f'
f!
Sd t.h (Opt'onot
l.o lr Suppty <\,
- - )o5r''ed (i.es '^d'.o1e p,po .equr.ed but .ot (ist€d
. 'Sys-t?. Coioonents' I oble
'.. 0ot1pd Ines ,nd,.ote elect.col detectlo4 syrleF wi..g
.eqLr..d but .ol L,sted Ln 'Syste6 CoFpo.e^ts' lobLp
fcr odd,i:o.ol r.i^g .equf€n€.15 .efer l-o lc.h..ol
io. c oFpo4e. t s v5ed
r V,ktr,o llcruge Volve Trn Pockoses contor^ ,te.s
B I through ts l5 ond dssoc,oted n ppLes Vik ^g Ac.e55o.y PockoS€ Fo. {lonvpnliD^ol leLuqe
Vorve I. contq,.s 8.2 th.ough B5,8/ th.ough
B ll, o^d B 1a
FIGURE 1
Solt Seot Che.l{ Volve
Shvt 0ff Vdtve
(l.dico1,nO Bo{L VoLve r. { onnencred )
Al. ho,.t..on.e Dpv,ce & !y Poss I.n
l/'e'\ l/ 4' Rerllci.O CouplnO
c3
6.5
6.j
January 12 , 2004 319 e
DOUBLE INTERLOCKED
PREACTION SYSTEM
ELECTRIC/PNEUMATIC RELEASE \lKll\G*
'.,@
mt-'"*ffi"'..o 4 "4il .fl t^,$ l.' \lcs E1fr-Fi
'i#
"
DOUBLE INTERLOCKED
SYSTEM PIPE WORK
PREACTION WITH
ELEVATION SHALL
HORIZONTAL
BE ABOVE THE
CONVENTIONAL TRIM
CONTROL VALVE
A SLIPTRVISFD DOUILT IN iLIIL!I_KtL]
PRE -AC IION SYS I LI'4
CONTROLLE D BY
ELFCIRIC/PNf UI4A JIC RELiASE
SYS]EM COMPINLI.i I S
A I DeLuae VoLve
D. DeluAe V;tvc Convent onot Tr,nr
(See l)eLuge Vclve Co.ve.-t'o.ot l.'F Chd.ls)
ts1 P.hag Vqlve (No.Folty tlpe^)
B 2 Slrol.c.
D.3 l/:6' Re.- L.i. tirn
B4 So.no Loodecl Check Volve
1.5 Alo.n-Test Vdlve {No.iolly CLosed)
86 Auxlo.y D.oin Vo(ve (No.hotly [ioe..])
B7 ll.,p Ch..k Vorve
BB Droin Check Votvc
8.9 Alorr ShuL-llff Votve (Nor.lotiy lpe.)
B l0 P.ps5e.e ope.ored ReL cf Vdlve (P.O.R V )
B ll Fne.gedcy Reted<e
!12 Prni^g i).pisu/('Vote. Gaege ond Va(ve
B 13 Vdte.- Suppty P.!!iura 6oeg'e ohd VoLve
t 14 D.on cup
Bl5 f(or Te5t Volvc (No.6c,Lly Clo5ed)
C Vdte. FLow ALo.n tqvpne.t
C1 Alo.m P.essu.e SritLh o.d/or
C.a Voter Moto. Alo.h (St.n,ne. Requred)
C.3 Stro'nf.
C.4 tl€c t.ic Alo.i !cLi
D Rise.
D.l Vote. Supply Cort.ol Volv.
!2 Ld5y Ri,,Pr" ChPck Volve o..ubbe. sed ted .he.k volve
D3 Sp.,nklP/ Sy5ten Mo'. D.oi^
C Superv sory A r Supply
tl Syste. f'rPssufp 6ouge, qnd Votve
EA Soft Seot Se.g Che. k Volv-
t3 A'. P.essu.e SupP.v'.c.y Sw l( h
t RPt!occ SystPi
t.1 tLect. c,/Pnev.r Li. Rcleose !oouLe
(See flec t.iclP.e!tr6 t c Rct...,(
F?
F3
C ar
C]
[.?
I'rodute l.F Cho. t )
\^ys te.r Con t.oL Pd6el
Etec trrL Ileteclro. Syst€n lleol !eTe.:o.
sho*n fo. cro.,ty
AcceLero tor (L-lptrono{ See Inset )
Accele.oto. l5oto rion Votve (See :.5er)
Supply
Auiorotc A. Supply A. Conp-c!1{r ond Tonk shown For clor ly
n'. SuDorvlEo.y P.essu.e Swr!!h (Coip.esso. fl./Er f Cont.ot S*,t.h)
c,'&
'v!,
Ddshpd LnL'! i.d(ote p,pe .eqv,.ed b!t .ot r.(tud.,d r1h
Deluq. VdLve Co^ventro^ol I.i. o^d Cosy Rllo/Ju lheck Volve
l)(, t r, d ,r es <ysreF *'- .9 .eqv'.eo nol ^o1 i^cluded fith 'sy.,!c6 cobponents-Fo. Ado t o.or Nr.ng.equl.e.(,nLi.efe. to 'techn,cqL
dolo aor <onpone.ts !5ec1
Vn..i) llplJge Votve T.. Pockoges coatoi^ rl.i5
Bi rn.oJgh Bl5 ono o5eo.oted.,ppLps
VR,aq Accpsso.y Pockoge Fo. Convp.tonol llrLuge Votve lrir.ohto^s 8e th.olgh 85, B7 th.ough BLl, q.d Bla
i/?' <1t nr) NPI Fo. r.roa l.te.upt6bie Alo.h P..,ssure
srrt.|] (0c t ondl)
63 Soft Seot Ch?rr< Volve
G.4 Shut 01'I VoLve (lnoicot.g EoLt Vqlve .eLonnpnded )
[.5 Dehyo/ q lor
L.6 Af nn!^te.onco DevLce & By-Poss l..n
FIGURE 2
L-i. ..,rtl *-ffi)
319 f
Replaces page 319a-j dated September 5, 2001. (Removed all ref-
erence to Easy Trim as it is no longer an option on this system.)
January 12,2004
Form No. F 070BBg
DOUBLE INTERLOCKED
PREACTION SYSTEM
ELECTRIC/PNEUMATIC RELEASE \IKII\G-
DOUBLE INTERLOCKED PREACTION WITH VERTICAL CONVENTIONAL TRIM
SYSTEM PIPE WORK ELEVATION SHALL BE ABOVE THE CONTROL VALVE
A Si'PERVISf D DOUBLE I\TIR I-]IJKLD
PRf -AC IION SYSIt l"l
CONTROLLT N BY
LLTCTRIC/PNEU]VAT]C RTt LAS F
SYSIEM CNMPONINTS
A.i D.luSP Volve
B Deluge Vilve Conventronol Irirt
(See DeLUUl' Votve ConventonoL T.F nho.',s)
Bl P.in;ng Volve (No..olLy OnP.)
B 2 Strorner
B3 1/)6' ReEtr ct on
B4 Sp.ino Looded Check Volve B5 Alqrn Teet Volv€ (Norholly atoled)B5 Auxliory Droin Vo.lve (Nr)rnolly Ctosed)8.7 ljrip Check Votve
BU Drorr ChPcl< Votve 8.9 Alorm Shut-DFF VoLvp (No.molty L.lpe.)
8.10 PreEsure Dperota.J Rptief Votve (PDRV)
!ll Eme.Oency Releose
B.l2 P.ini.o Pressu.e Vote. Llougc ond Vqlve
813 Voter S'..rppLy P.pssure Couge ond Vclve
B.l4 Drurn cLrp
8.15 r-lor lesi VqLve (NorroLiy Closed)
C VolP. Ftow Atorn fquipnenl
C I Alorn PrPssure S$itch orrd./or
C2 Vater iqo l.o. ALorn (St.one. RcqrL.eo)
C 3 S tro ner
C 4 Etectric Alo.m B.ll
D Rrser
D.l Voter SuppLy Co^lroL VolvP
ll2 Eosy Rse.D CheLk Vdtvo o..ubber seoted che.k volve D3 SprinkLer Syslen Moin n.orn
L SupP.visof y Al. Suppty
F1 Systen Peessure 6cvgr', o^o Volve
fa Soft Sedt Swing Checl{ VoLve f 3 Air P.e5sLr.c SupPrv scry S$ tch
F Rc Lco se Systen
F I Elect.iclFneu.ct c Relco!c l.4od\trLe (See [(ect.rc,/PnL'u|.ot. Releose
|4oduLe T rifl Chor-t)
F2 r3
t.5
6 Ar
GI
L2
Sys teo Cont.oL Ponel
f.a.1.i. letpt ' r.. Sv-'-- FFa+ Dor.c-o,
shown for clo.lty
AccPle.q to. (!o L ll.ol SoP :4rPt )
Acc(,leroto. isolnt,on Vo{vo (Se€ i.s-,1)
Supply
Auto-ct'c A. Sqppry A. Conpressc'
ond T dnk .;hown for cLorty.
Ai. SupPrvrscry Press,Jl^e Sw !Lh (Co.presso. 0.,/lJfr C!). t/ ol Sr'tch)
Do<hpd I'npc lndi.ote olpe.equt.cd b!1 ^ot in( lldpd *th
Dci.!o volvc Co.vc.r'o^or I.ri d.d Eosy Ri5a. BChock vorv€
i. n Pockdges
Ilotted t,.er ,.di.otp eLo<t.icoL syste- *i.i.O
.eqg.eo .or ^ot .€rud€d I th 'syslcn coapo^e.tr'io. ad.lLtL..oL ri.i.g .cqvirene^ts .ef€. to t€ch..ot
dotd fo. .oFoonents usec!,
x V,k,.Q t.luoe Votve l.'n Pockdge5 co.ton rtcn5
El ov osgh Bl5 o.d ossoc,oted ^,pple3 V'k'.€ Accesso.y PockoOe lo. Conve.to.ql leluge Volv€
T.n co.to'.s !2 th.olgh B! 87 th.o!!h Bll, and B14
** l/?' (15 n.) NPT ao. No^-lnlr.uptoble A(o.n P.essu.e
S*'t<h (0pt,o^ol)
FIGURE 3
,.P
Q@
I
C.3 Soft Seot Check Votve
6.4 Shut CfF VolvP (l.d,cotrng Bol( Voive .econ.c..red )
C.5 Dehyd.otor
C.5 Ai. no ntcnonce Device & By-Poss rr n
@"porrFrt MODEL PS1OA
PRESSURE SWITCH
Potter Electric Signal Company
2081 Craig Road. P.O. Box 28480
St. Louis, MO 63146-4161
(314) 878-4321 . (800) 325-3936
Potter Electric Signal & Mfg., LTD.
55 Glen Cameron Road
Thornhill, Ontario, Canada L3T 1p2
(90s) 882-1833
@.nonrn
UL end CFSM LISTEO, FM snd LpC AppROVED. NyMEA ACCEpTED
Dim€nsions: 4 3/4"W x 2 1l4"D x 4 3/g"H
Enclosurc: Cover - Die+ast with taxtured rod Dowdercoal finish
Bass - Platad Stesl
Pressurs Connectloni 1/2" NpT Male
Factory Adlustm€nt: Operates on pressure increase at 6 t1 pSl
Operates on Pressure decrease at S rj pSl
Maxlmum Difterential: 1 PSI
Marlmum System Prcssure: Z5O psl
Switch Contacts: SPDT (Form C)
15.0 Amps at 125/250VAC,2.5 Amps at 30VOC
One set in PS'10-1A, Two sets in pS'lO-2A
Envif orrmental SDocif icatlons:
lndoor or outdoor use
NEMA 4 Rated Enclosure
Temperalure range: -40.F to 140.F / -40"C to 60"C
(Not for use in hazardous locations)
Service Use: Automatic SDrinkler
One or two tamily dwelling
NFPA.13
NFPA-13D
PSIGIA Single Switch - Stk, No. 1340101
PS1G2A Double Switch - Stk. No.1340102
Fiesidential Occupancy up to four stories NFPA-13F
National Fire Alarm Code NFPA-72
Tamper: Cover incorporalss tamper resistant lasteners that require a
special k€y for removal. One key is supplied with each device. For
optional cover tamp€r switch kit, order Slock No- 0090134.
INSTALLATION AND TEST PROCEDURES
The Potter PSl0A Series Pressure Actuatod Switches are designed for
the detection ol a watedlow condition in automatic fire sprinkler
syslems of particular designs strch as wet systems with alarm check
valves or dry pipe syst6ms. They may also be used to provide a lov,
pressure supervisory signal. They nlay be adjusted to operate on
pressure between 4 and 20 PSl.
MOUNTING: Device should be mounted in upright position (threaded
connection down).
Bequires NEMA type 4 conduit hub for outdoor installations.
TESTING: The operation ol the pressure alarm switch should be
tested upon completion of installation and p€riodically thereafter in
accordance wlth the applicable NFPA codes and standards and/or the
authority having iurisdiction (manufacturer recommends quarterly or
more kequently).
WET SYSTEM:
METHOD 1: When using PS10A and control unit with retard - connecl
PS 10A into alarm port piping on the input side of retard chamber and
electrically connect PS I0A to control unit that provides a retard to
compensate tor surges. Insure that no shut off valves are presenl
between the alarm check valve and PS10A.
METHOD 2: When using the PS10A tor local bell application or with a
control that does not provide a retard feature - the PS10A must be
installed on the alarm outlet side of th€ retard chamber ol the sprinkler
system.
TESTING: Accomplished by opening the inspectors end-of-line test
valve. Allow time to compensate for system or control retard.
CAUTION: Method 2 is not aDplicable for romote slation service use.
WET SYSTEM WITH EXCESS PBESSURE:
Connect PS l0A into alarm port piping extending from alarm check
valve. Retard provisions are not required. Insure that no shul off
valves are present between the alarm check valve and th6 PS10A.
TESTING: Accomplished by opening the water by-pass test valve or
the inspectors end-of-line test valve. When using end-of-line test,
allow time lot €xcess pressure to bleed off.
DRY SYSTEM:
Connect PS10A into alarm port piping that extonds from the intermedi-
ale chamber of lhe alarm check valve. Install on th€ outlet side of the
Inlin€ check valve of the alarm port piping. Insure that no shut otf
valves are present between the alarm check valve and the pS10A.
TESTING: Accomplished by opening the water by-pass test valve.
CAUTION: The above tests may also activate any other circuit closer
or water motor gongs that are present on the system.
MKT.
'8810001
. REV J
MFG. f5400923 - 12r'95
PBINTED IN USA PAGE T OF 2
@porrEn
DIMENSIONS
NOii:
TC ?R'VENT
LEAXACI, APPLY
TEFLON IAPE
SLA:ANT IO MALT
THAIADS ONLY.
USs OF P'PE JOINT
CEV:NT MA/
RtS:r(T lN
oSsl!l|_lc]|ON of
TH' APERTURI
ANC LOSS OF
SIG\AL,
DWC. #92J- 1
TYPICAL SPRINKLER APPLICATTONS
MODEL PSlOA
PRESSURE SWITCH
SW]TCH TERMINAL CONNECTIONS
CLAMPING PLATE TERMINAL
CAUTION:
An uninsulated section of a single conductor
should not b€ looped around the terminaland
serve as two separate connections. The tvire
must be severed, thereby providing supervision of
the connection in the event that the wire becomes
dislodged trom under the terminal.
OAY sY5IEM
0*c r!2J-J
WFT SYSTTM - WITH 08 WTIHOUT IXCESS PREsSURE
PRESSURE SWITCH
TERMINATION
JY--- t I u.t l:9 1 tll ooo
ENGIN EER/ARCHITECT SPECI FICAT]ONS
Pressure type waterflow switches shall be a Model PS10A as manufactured by Potter Electric Signal Co. of St. Louis, Mo. and
shall be installed on the sprinkler systems as shown on the drawings and/or specified herein.
Switches shall be provided with a l/2'NPT male pressure connection to be connected into the alarm check valve of a,,wet"
sprinkler system or into the intermediate chamber of a "dry" pipe system and shall be actuated by any flow of water lo or in excess
of the discharge from one sprinkler head.
Switches shall have a maximum service pressure rating of 250 PSI and shall be factory adjusted to operate on pressure increase at6t1 PSl. Thereshall be one (1)ortwo (2) SPDTcontacts ratedat 15.0Ampsat 125/250VAC and 2.5 Ampsat 30VDC.
The switch housing shall be weather proof and oil resistant. The cover shall incorporate tamper resislant screws.
The unrt shail be UL and CSFM Listed, Flr4 and LPC Approved, and NYMEA Acceoted.
MKT. I88lOOOI . REV J
MFG. #5400923 - t2195
I I l
_i
CAUTION: CLOSING OF ANY SHUTOFF VALVES BETWEEN THE ALARM CHECK VALVE AND THE PSIOA WILL RENDER THE PSlOA
INOPEFATIVE. TO COMPLY WITH NFPA.72 ANY SUCH VALVE SHALL BE ELECTFICALLY SUPEFVISED.
TYPICAL ELECTRICAL CONNECTIONS
L OCAL CIRCUlI
IR^NS-OnVL-R OR BAr.iERY powtn sryLt D (C!_AS5 A) SUp€RVtSto LOOP Sfttt E (Ct Ss a) suptnusEo clRcutl
0EvrcE
ORDERING INFORMATION
Model
PS1O.1A
PS 10.2A
Description
Pressure switch with one set SPDT contacts
Pressure switch with two sets SPDT contacts
Hex Key
Cover Tamper Switch Kit
Stock No.
1 340101
1340102
52s0062
0090134
fNo oF INf RtsrsroR
0*c f9?J- r5
5r5_av
rrp'cr!
'-0w o{:Jsuef ^.-: I CON'^L| oJ! C\suPrRvsroN I uJr I sPotY\ *.ri o.v,:L
,/ -) | ! rprss.,cz:l
DEcRr,_s \c ---tl | | co"ro ior
r-RlssLr. \7 \L ft
cov, N0. RC
owc ,982 -. SrvrTCl v^R{rNcs
PFINTED IN USA PAGE 2 OF 2
@.poTTER
MODEL PS4OA
HIGH/LOW
PRESSURE SWITCHES
Potter Electric Signal Company
2081 Craig Road. St. Louis, MO 63146-0161
(314) 878{321 e (800) 325-3936
www.pottersignal.com
Potter Electric Signal & Mfg., LTD.
55 Glen Cameron Road
Thornhill, Ontario, Canada L3T 1P2
(e05) 882-1833
MODEL PS4OA PRESSURE SWITCH FOR MONITORING
HIGH ANO/OF LOW PRESSUFE VARIATIONS
PS4GIA Slngle Switch - Stk. No.1340401
PS4G2A Doublo Swltch - Stk. No.1300402
ULand CSFM LISTGO, FM and LPC APPROVEO, NYMEA ACCEPTED
Dimsnslons: 4 3/4"W x 2 1/4"D x 4 3/8"H
Encloaur€: Cover - Die-cast with textured red oowdercoat finish
Bese - Plated Steel
Pr€ssurc Connoctlon: 1/2" l,lPT Mde
Factory Adlu3ttrr€ni:
PS40- lA: Operates on decrease at 30 PSI
PS4G2A: Operates on increase at 50 PSl, and on decrease at 30 PSI
Pte3sure Rang€: 10 - 175 PSI
Maxlmum Dlfferentlal: Approx.2lbs. at 20 PSI
5 lbs. at 175 PSI
Maxlmum System Pre3sule: 250 PSI
Switch Contacts: SPoT (Form C)
15.0 Amps at 125/250VAC, 2.5 Amps at 30VDC
one set in Pszlo-1A. Two sets in Ps40-2A
Environmental Sp€clf lcallons:
lndoor or outdoor us€
NEMA 4 Rated Enclosur€
Tsmpsrature range: -40"F to 140'F (40'C to 6O"C)
(Not lor use in ha:ardous locations)
Servlce Ur:
Autonratic Sprinkler NFPA-I3
Ons or two tamily dwalling NFPA-I30
Residential occupancy up to four stories NFPA-138
National Fire Alarm Coda NFPA-72
Tempar: Cover Incorporates tamper rssislant fasteners that require a
spscialk6y for removal. On6 koy is suppliod wlth 6ach device. For
opdonal cov€r tamper switch kit, order Stock No. 0090134.
The Potl€r PS4OA Series are or€ssure actuaied switches
designed primarily to detect a 10 PSI increase and/or de-
crease trom normal system pressure in automatic fire sprinkler
syst€ms.
Typical applications are air pressure supervision in dry pipe
systems and pressure supervision ol pressure tanks, air supply
or water supply.
INSTALI.ATION AND TEST PROCEDURES
Mounting: Devic€ should be mounted in upright position
(threaded conn€ction down).
Requires NEMA type 4 conduit hub for outdoor installalions.
Dry System: Connect PS40A in air supply line on the system
side of any shutotf or check valve.
Provision {or testing the unit can b€ accomplished with the
insiallation ot a Potter Bleeder Valve (Model BVL) in th€ line to
th€ PS4OA.
T€sting: The op€ration ol th€ pressure sup€rvisory switch
should be tssted upon completion of installation and periodF
cally thereafter in accordance vyith the applicable NFPA codes
and standards and/or the authority having Jurisdiction (manu-
lacturer recommends quarterly or more lrequently).
CAUTION: T€sting the PS4OA may activate other system
connscted dovicss.
lrKl. #8810m2 - REV J
uFG. *5400924 - &!r
PRINTED IN USA PAGE 1 OF 2
@"poTTEtt MODEL PS4OA
HIGH/LOW
PRESSURE SWITCHES
Dimensions
NOTE:
TO PNEVENT LEAKAGE. APPLY TEFLON TAPE
SEALANT TO MALE THREADS ONLY.
WARNING:
USE OF PIP€ JOINT CEMENT MAY FESULT IN
OBSTRUCTION OF APEFTURE ANO LOSS OF SIGNAL
FIELD AOJUSTMENTS: The operallng poinl of lh€ switch (or
switches on lh€ PS40-2A) can be adiusled to any polnl betwe€n 10
and 175 PSI by lurnlng the adjushenl knob(s) clockwlse to raise lh€
actualion point, and counterclockwlse to lower lhe actuation point. In
tho case ol the PS40-2A, the two sv,/itches operate compleloly
independ€nlly of one another, and each swltch may b€ adjust€d to
actuate al any poinl the syslem requires- Flnal adjustnrent should be
made wilh a pressuro gauge,
Typical Sprinkler Application - Dry System
I ;r _l
AOJUSTMENl
KNOBS
1924-30
PS10
PRESSURE
swrTcH
O]€CK
BIEEDER rtsr
WL B) SIJPERMSTD CrRClrl
0s4Y BY -P SS
owc. 1924-l
Ordcrlng Intomailon
Mode! Doicrlptlon Sik. No.
PS/$14 Pressuro switch with one set SPDT contacts 1340401
PS/(}2A Pressuro switch with two sets SPOT contacts 134Ot02 8vL Ble€dsr Valva 1000018
Hex Key 5250062
Cover Tamoer Switch 0090134
,],"
__i
N-C.
cov. o---1 tctd.o l
PREsSURE _L--l Y I
DECRE/'5E A ,\ A \, \-/ \J
coM. N,o. N.c,
owc. 1926-J
Typical Electrlcal Conrrectlons
LOCIL CtRCUtr Sl'/tf B (Ct 55
l|rGH lorf..-
En glneer/Arch itec-t Speclllcatlons
Ak prossurc supervbory swibh shall bo a Model PS4OA as manufactured by Pottor Elecric Slgnal Co. ol 51. Loub, Mo. and shall be installed on
ths sprlnkler systems as shown on tho drawings and/or es gpecifi€d heroin.
Swibh€r shall be provided with a 1/2'NPT mal6 prs€sr,l€ connoc{on to bo connecltsd Inlo lho alr supply llno on th€ 3}rst€m sid€ of any shut-off
valv6. A Mod6l BVL blooder vavs as suppliod by Potts( El€cFlc Signal Co. of St Louis, Mo. or oqulvalont shall b€ conn6ctad between th€ air lino
to provid€ a m6ens of tesung the opsration of tho supeavisory switch-
Tho switch unlt shalloontain SPOT (Form C) swibh(es). One swltch shall operate at a prossure decr€as€ of l0 PSI from normal. lf lwo swltchos
aro provided, the s€cond switch shall operats et a prossure increass of l0 PSI from normal. Switch contacts shall be rated at 15.0 Amps at'125/
250VAC and 2.5 Amps at 3OVOC. The units shall have a maximum pressure ratlng of 250 PSI and shall be adiusted from 10 to 175 PSl.
The $,vnch houslng shall be wsEtherproot and oll reslstent. The cov€r shall incorporato tamper resistant scrows.
Tho unlt shall b€ UL and CSFM Usiod, FM and LPC Approved. and NYMEA Accepted.
uKT. *0810qr2 - REV J
HFc. #54m924 - 8J98
owc. ,926 4
NOTE: Swibhos are shown in staMby condilion Wth "normal' pressurs
applied- Switch #1 (high) changss with pressure increase. Switch s2
(low) changes wlth prossure dscrease.
Switch Termlnal Connections Clamplng Plate Terminal
I
I
I t-
Pressure Swltch Terminationg
PR€5SURC
tNcnEAsE
w
o$P- D*c. f92J- !
llrcH lo{ r.
"*::4diilQ;s*^' ja*"_-
CAUTION:
^+S An uninsulatod s€ction of a single \$u" conductor should not be looped
atound th€ tsrminal and s€rve as
ifip saparatg connoctions. The wiro
must be severed, thereby providing
suoeMsion ot th€ connection in th€
ev€nt that th6 wirs b€comes
dlslodged trom undsr th€ t€rmlnal.
PRINTED IN USA PAGE 2 OF 2
-rFr-
trF-*r* I r-s .rrr|nl n:lc Gr.|r f I .l !F- Jp II- Ir rn:ka!P--I iFt- k CI tn-- ftf I-
fln PfioDucrs
The Leading Manufacturer of Air Compressors
for the Fire Protection Industry
qssorg for.,,Qry
- Single Stage Air Cooled Pump
- Fan Type Compressor Pulley
- NEMA Standard Multi-Voltage Motors
- OSHA Enclosed Belt Guard
- Pressure Relief Valve
- High Pressure Models Available
- Steel Base Plate
- lntegral Air Filter
- Specially Formulated Compressor Oil lncluded
- Fil/s Sysfem to 40 psi in 30 minutes (NFPA-13)
t;,
r.l .' 'j
to 11 23
tz 23
t3
tl
6 ls+l16 l28 o lg4 lrolze
100 r ,110
115
'' 2sj
253
275
Maximum
HP
Three Phase
2081230V '.,t60V ,' glze : :Mod6-l
Maximum 1 112 HP 2 HP 00 MG00B'
HP 3HP .5:;1P 1 't,b ,'MGXgB-
7 1I2HP lOHP 1 MGOIB-
When Ordering a Magnetic Line Starter you must specify
Hn Voltage and Phase that is supplied to the motor.
.A = Single Phase 1'151208-230 VAC through 1 1/2 HPi
208-230 VAC for 3 through 5 HP
'B = Three Phase 208-230/460 VAC
(recommended for units over 1 1/2)
+ Based on 70F system temp.
For other conditions Consult Factory for pump up times.
'.Average CFN4 is the average free air delivery from 0 to 40 PSIG
++ Based on 100 ' run. Consult Factory for longer or shoder runs.
Air Maintenance Device
Part # AMD-2
The AMD-2 is used for automatic
operation in conjunction with a
dedicated air comDressor for the
sprinkler system, such as base units.
Calt 1-800-345-8207
Fax: 610-524-8965
E-Mail: genairpro@generalairproducts.com
H.tturtr:l:nr - Yr:u c;rrr tlrd tlua ,:lt:lra'.;lt't.i t','.:.ti, -
www.G EN E RALAI RP RODUCTS. com
6O CyCle UnitS - so cycre Avaitabte; consutr Factorf,r
L20033.
136575-
/.bu
1i:00
15.90
1/3 HP ,I HP 00 MG00A-
l HPr |HP ,. ,l'r,0. ,1MGX0AI
2HP 3HP 1 MGOIA-
3 Hp-,r
'
b;Hp ,,t,,,- ., :..,,ip .t i:[iGl5'Ai
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Magnetic Line Starters - Thermal Overtoad Protection
Single Phase
1't5V 208/230V Size Model
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--AIN PNODUCTS
q*htul & Seruiro Siunt / Ii6
Conrplete Wiring lnstruclions for
L29050
Lubricclfed Beise fhounted Compressor
Coll Toll Free
1.8OO.345-82OT
or visit us on the web ot
unirw.G E N E RAI.AI RP RO D U Cf5.co rn
IJ
@alitty & Seu'iru Sircp,/9i6
lntroduction
General Air Products, Inc. has been an industry leader in quality products and customer
service since its creation in 1936. Our persistent effort in meeting the needs of our customers
assures that we will continue to lead in these areas. In keeping with these ideals we bring you
this comprehensive wiring manual.
Inside you will find pictures and detailed instructions on how to properly wire your L29050-
Lubricated Base Mounted Air Compressor.
lf you have any questions or problems during the installation process please call us toll
free at 1 -800-345-8207.
Wqrnings
- All electrical work must be completed by qualified electrical personnel, familiar with local
and national codes.
- Motors are NOT factory wired. Connections for low or high voltage must be set by the
installing personnel.
- Beware of long runs from the main power supply to the compressor, this can cause
severe voltage drops. Voltage drops must be compensated for by increased wire size -
consult factory for details.
- All units are controlled by a pressure switch. Ensure that the motor and incoming power
supply are wired to the pressure switch.
- Magnetic Starters are recommended for all units and are required by electrical code for all
3 ohase units.
- To ensure proper voltage to the compressor, a voltage reading MUST be taken while the
compressor is running. We also recommend taking a voltage reading while the compressor
is re-starting under load to verify the electrical service capacity.
- The current (amps) drawn by the compressor should be checked in conjunction with
above. Starting and re-starting current loads will be higher initially than full load current. Our
recommended wire sizes take this into account.
- Adjusting the pressure switch voids warranty - CONSULT FACTORY. Adjusting the
pressure switch to a higher pressure could overload the motor.
- Beware - Capacitors hold voltage. Do not handle.
- Motors are NEMA rated, which means they will operate at+l-10o/o of name plate rating.
The 10 percent applies to low and high voltage, but not 208v. This means motors wired for
2081230v will operate between 207v and 253v. 200v motors available - consult factory.
lf you experience ANY electrical problems,
contact the factory IMMEDIATELY by calling 1-800-345-8207
.
-
i---
trk A,R pnoovcrI @"/rr/ & Sen tiry,Siru,tqSA
Wring Instructions lor A9050 Secrion 2
Single Phose - Low Volioge (l 15v)
Model Number: 129050A
5
2
4 (Line 1)
6
I (Line 2)
3 Wiring the 1290504 for
BLACK wire to Terminal 2
RED wire to Terminal 4
LUE wire to Terrninal 4
(Shows Correct
Rotation)lmportant Note:
Diagrams show the interchange of the
BLACK and RED leads for reverse
rotation (proper rotation for this unit).
Wiring Diogrom for 1290504
Low Voltoge (l l5v) - Shows Correct Rorotion
9!|9-T ----l_rerminat2
BROWN
Terminal 6
l5?- -----l-rerminat4 _ Line 1 BLUE I
Terminal Line 2
rL -: === =::2 :, =-E_r:----:-i--=ii-----f,f NE Pnooucrs
Qua/ity & Sezuice, Sm.e, f q S A
Wring Instructions lor V29050 Section 3
Single Phose - High Voltoge (208-23Ov)
Model Number: 129050A
lmportant Note:
Diagrams show the interchange of the
BLACK and REO leads for reverse
rotation (proper rotation for this unit).
Terminol Locotions
5
2
4 (Line 1)
6
| (Line 2)
3
Wiring the 1290504 for
High Voltoge (208-230v)
BLACK wire to Terminal 2
BLUE Wire to Terminal 2
RED wire to Terminal 4
BROWN wire to Terminal 6
(Shows Correct
Rotation)
Wiring Diogrom for 1290504
High Voltoge (208-230v) - Sho*s Correct Rotolion
Terminal 6
Terminal 4-Linel
Terminal 1-Line2
3i0:K---__l--rerminar 2
BROWN
RED
q,ilrrf & Sewirp, Sitn" t % tt
&fr ?noo|,rcrf
Wring lnstructions lor A9050 Section 4
Three Phose - Low Voltoge (208-230v)
Model Number: 1290508
Wiring the 1290508 for
Low Voltoge (208-230v)
T4 to T5 to T6
T7 to Tl (Line)
T8 to T2 (Line)
T9 to T3 (Line)
lmportant Note:
For correct rotation, interchange any
of the three incoming wires (Line).
Wiring Diogrom for 1290508
Low Voltoge (208-230v)
T5-T6
T1 T2 T3
Line Line Line
q*hhl & .9e,roirz, Su,r* t ggA
ftt Nfrpf,oDUCrt
Wring lnstructions br A9050 Section 5
Three Phose - High Voltoge (460")
Model Number: 1290508
Wiring the 1290508 for
High Voltoge (460v)
Tl to Line
T2 to Line
T3 to Line
T4 to T7
T5 to T8
T6 to T9
lmportant Note:
For correct rotation, interchange any
of the three incoming wires (Line).
Wiring Diogrom for 1290508
High Voltoge (460v)
T4 T5 T6
T1 T2 T3
Line Line Line
,l
rti GENERAL AIR PRODUCTS, INC.
BASE MOUNTED LUBRICATED COMPRESSOR INSTRUCTION SHEETS
DANGER
This compressor is not equipped and should NOT be used "as is" to supply breathing quality air.
WARNING
Motors, electrical equipment and controls can cause electrical arcs that will ignite a flammable gas or
vapor. Never operate or repair in or near a flammable gas or vapor. Never store flammable liquids or
gases near the compressor.
WARNING:
These compressors are suitable for pumping only atmospheric air. As defined in Compressed Gas
Association Pamphlet G-7, page 3, atmospheric air is a mixture of elements and compounds where
nitrogen and oxygen comprise more than 99% with all other trace gases comprising less than 1Yo. DO
NOT USE THIS COMPRESSOR IN CONTAMINATED ENVIRONMENTS OR FOR PUMPING
MIXTURES OTHER THAN ATMOSPHERIC AIR
WARNING
Compressed air contains liquid water and is saturated with water vapor, which can freeze. Do not
connect compressor outlet to freezer rooms or systems exposed to temperatures below freezing. lf
system connects to a freezer room or area exposed to freezing temperatures, a Dry Air PacrM should be
used.
Receivinq compressor in an area of exccssive heat, such as near
a boilcr.Your compressor is inspected at the factory and
packaged to protect against shipping darnagc. When
thc compressor is unpackcd, inspect for damage or
nrissing parts. All claims should be settled direcrly
with the fieight conpany.
WARNING: Do not operate this
compressor if damaged during shipment,
handling, or use, Damage may result in
bursting and cause injury or property
Location
NOTE: Do not connect comoressor intake to
freezer room. - CALL 1-800-345-8207.
Locate the compressor in a clean, well-ventilated area
whcre the air is relativcly cool, clean, and dry. A
I lO"F (35 C) maximum and 40'F (4.5 C) minimum
tcnlperature for surrounding and inlct air are
recommended- Provide at least 12 to l8 inches from
any wall or other obstruction that will interfere with
airflow through thc fan bladed flyrvhccl. The
flywheel is located inside the belt guard. Blocking
airflow through the flpvheel may cause the
courpressor to over heat. Do not place the
Mountinq
The compressor must be mounted to a firm level
floor. Permanent installations should be bolted to thc
floor using the bolt holes provided in the base.
Always shim the unit level bcfore bolting it to thc floor. Vibration isolators (P,4rJ KVP4X4) arc
recommended. When using isolator pads, do not
draw bolts tight. Allow the pad to absorb viblations.
When isolators are used, a flexible hose (P/N
P I202MP) should be installed between rhc
compressor and service piping.
Lubrication
NOTE: This compressor is shipped without oil
installed. Add oil provided, p/n APC01Q, before
Specially formulated compressor oil (PN APCOIQ)
is shipped with each unit. This oil should be used to
initially fill the oil reservoir and for maintenance oil
changes. Do not overfill the oil reservoir.
Overfilling the reservoir will result in oil leaking
from thc reseryoir breather during operation. Singlc
cylindcr compressors, L20033 and L29050 requirc 8
ounces of oil. L36575 and L425100, without a sight
BASEMNTINST
REV 021802
For Assistance Please Call l-800 345-8207
GENERAL AIR PRODUCTS, INC.
glass, require 8 ounccs of oil. L36575 and L425100
models with sight glasses require 12 ounces of oil.
Two cylinder compressors with a dipstick, L620100
to L1300300, should be filled until the oil reaches the
notch on the end of thc dipstick, approximately 22
ounces. The largcst four cylinder compressors,
L1600300 and L2000500 and the larger two cylinder
corrpressor, L2500500, have an oil level window.
Oil should be filled to thc midpoint of the window on
these models; approximately I Tquarts.
Piping betwccn the compressor, accessory items and
the sprinklcr system should be at least 'Z intemal
dianreter to minimize pressure drop from the
conrlressor to system. Larger pipe size rnay be
reqrrired by code and may be substituted with no
adverse effects. Smaller line size must not be uscd
and will restrict the compressor flow, lowering
capacity and causing the compressor/motor to work
haldcr, which shortens compressor/motor life. All
piprng connected to the compressor must be fully
supported and not transfer any loads to the
compressor.
If an AMD-2 is used to operate the compressor
motor, allow sulfrcient distancc between the
compressor and AMD-2 to ensurc that the maximum
tcnlpcrafure at the AMD-2 is 200'F or less. The
rclicf valve shipped with each compressor must be
installcd between the compressor and AMD-2.
Ceneral Air Products recommends that all
conlpressors 3 Hp and larger are tank mounted.
Failurc to either tank mount these compressors or to
install according to the "Installation" drawing, in this
manual, will cause overpressurc of the compressor
and overheating of the motor.
CAUTION: Failure to install a relief vatve
between the compressor and AMD may cause
over pressure of the compressor and blown
head
The compressor outlet piping should contain an
accessible drain. As a minimum a manual drain mav
be used, but an automatic drain is recommended to
remove exccss water.
NOTE: Accumulation of condensed water in a
system causes corrosion of components and
reduces system capacily.
NOTICE: Warranty is void if a separate check
valve is not installed to Drevent water back flow.
WARNING
Have a competent electrician wire the
compressor to ensure that the supply line has
the same characteristics (voltage, frequency and
phasing) as the motor. Wiring must comply with
all local and national codes.
CAUTION
Inadequate wiring size can cause insufficient
voltage at the compressor during start-up.
Overheating and damage may result to the
The supply wire must be of adequate size and no
other equipment should be connected to the same
line. The table below lists the recommended wire
size for each nrodel. bascd on a 100' run. Consult
factory for longer runs.
MODEL I PHASE 3 PHASE
L20033 *l0 t2
>.L29050*8 t2
L3657 5*8 t2
L425 100*6 tz
L620100*6 t2
L900150+6 l0
Ll220200*4 l0
L1300300*4 8
L1600300+z 8
L2000500*2 6
L2500500*2 b
The motor must be wircd to a pressure switch which
controls starting (cut in prcssure) and stopping (cut
out pressure) of the motor. A magnetic starter is
required to protect the motor from overload
conditions. Running two phases through a pressurc
switch is not recommended.
NOTE: Failure to use a pressure switch may
result in overpressure of the compressor or
other components in the system. Overpressure
of the compressor may result in blown head
or other damaoe.
reference "Wirin
WARNING
Compressed air contains liquid water and is
saturated with water vaoor. which can freeze.
Do not connect compressor outlet to freezer
rooms or systems exposed to temperatures
below freezing. lf system connects to a freezer
room or area exposed to freezing temperatures,
a Drv Air PacrM should be used.
For Assistance Please Call l-800 345-8207
REV 01t302
rn
The motors supplied are multiple voltage motors. It
is necessary to verifr the intcmal motor leads are
connectcd for the voltage being supplied to the unit.
To verifu or change intemal voltage connections,
remove the cover plate located on the rear or side of
the motor and reconnect the wire lcads as shown on
the motor's wiring diagram.
GENERAL AIR PRODUCTS, INC,
An anow on the belt guard indicates the dircction of
rotation of the compressor. If the compressor rotates
in the opposite direction, reverse the rotation of the
motor. Direction of rotation of single phase motors is
conholled by internal rcconnection of the motor leads
as shown on the motor's nameplate. Interchanging
any two incoming supply wires reverses rotation of
three phase motors.
Maintenance Instructions
WARNING
DISCONNECT, TAG AND LOCK OUT POWER SOURCE THEN RELEASE ALL PRESSURE FROM
THE SYSTEM BEFORE ATTEMPTING TO INSTALL. SERVICE. RELOCATE OR PERFORM ANY
SERVICE.
The following instructions are based on NORMAL operation. If the compressor
increase frequency of maintenance chccks.
WEEKLY
r Check oil level.
. Drain condensate from rcceiver and traps.
o Check for unusual noise or vibration.
o Clean air filters.
. Clean all extcmal parts ofthe compressor and motor.
MONTHLY
o Manually test safety reliefvalve.
. Inspect air system for leaks.
. Inspect oil for contamination and change ifnecessary.
. Check for belt tension and wear.
' Check pulley set screws for tightness.
. Tighten nuts and cap screws as required.
QUARTERLY
. Change oil.
o Change filters.
is in an excessively dusty area,
Gcneral Air Products, Inc. warrants its products to be free of defects in nraterial and workmanship undcr normal use
and service lor 12 months from date of purchase. Our warranty applies only when such defective parts are retumed
to us, or our Authorized Service Dcpot, transportation prepaid, and subject to our inspection and approval. Liability
is limited to repair or replacement of material found defcctive, free of charge, FOB our plant. Unauthorized repairs
or replacements will not be subjcct to factory warranty. This warranty is in lieu of all other wananties, expressed or
implied.
General Notes
l) Wananty can be voided if modifications or adjustments are rnadc without consultation and approval; from
lactory personnel.
2) If there arc any questions regarding installation or opcration of this compressor, please call the 800 number
listed below
t? GENERAL AtR PRoDUCrs. /Nc.
MANUFACTURERS. ENGINEERS. DISTRIBUTORS
604 Jeffers Circle, Exton, PA 19341. P.O. Box 1387, West Chester, PA 19380-0028
BASEMNTINST
REV 02I {iO2
For Assistance Please Call l-800 345-8207
GENER}IL AIR PRODACTS. INC,
BASEMNTINST
REV 021802
Motor hums and runs
slowly or not at all
1. Low voltage or no voltage 2. Shorted or open motor winding 3. Defective check valve or unloader
valve 4. Defective pressure switch -
contacts will not close
1. Check voltage during attempt
to start. Voltage must be
within +f 10% of nomina
voltage to start motor.
Increase wire size if necessarv
to lower voltage drop.2. Reolace motor 3. Replace check valve or
unloader valve 4. Repair or replace pressure
switch
Reset mechanism cuts
out repeatedly or fuses
blow repeatedly
1. Insufficient voltage to motor 2. Pressure switch set too hiqh 3. Wrong fuse size 4. Piping too restrictive 5. Defective motor
1. Check voltage during attempt
to start. Voltage musl be
within +/-1 0olo of nominal
voltage to start motor.
lncrease wire size if necessarv
to lower voltage drop.2. Consult factory, adjust or
replace 3. Be sure fuses and heaters are
rated properly
4. Add receiver vessel or
increase pipe volume after
1. Piping too restrictive 2. Leak near oressure switch
1. Add receiver vessel or
increase pipe volume after
comDressor.2. Repair leaks(s)
1. Dirty intake filter 2. Wrong motor rotation
3. Air flow to fan on flvwheel blocked
1. Clean intake filter 2. Correct rotation 3. Clear air flow to fan or relocate
unit
Loose pulley, flywheel, belt guard
etc.
Lack of oil in crankcase
1.
2.
.1.
Tighten
Check for damage to bearings,
Milky oil in reservoir 1. Water flow from system into
compressor 2. Water condensing in crankcase due
to high humidity
1. Separate check valve to
prevent water flow from system
not installed or defective
Install or repair check valve.2. Pioe air intake to less humid
area. Run pump continuously
for one hour.
System pressure
builds slowly
1 . Comoressor sized 2. Leaks or restrictions in piping
3. Dirty intake filter 4. Blown head gasket
1. Check system size and
compressor sizing 2. Correct leaks and remove
restrictions 3. Clean intake fllter
For Assistance Plcasc Call l-800 345-8207
rl
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DEVO4-0004
PRJ02-0294
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August 19,2002
George Ruther, AICP
Senior Planner
Town of Vail
75 South Frontage Road
Vail, CO 81657
Re: Sonnenalp Development Application
VIA FACSIMILE: (970) 479-2452 TO BE FOLLOWED BY MAIL
Dear George:
The Talisman is aware that the Sonnenalp Resort and the Swiss Chalet will be submitting
development plans to the Town of Vail that involve some development on Talisman land.
The Talisman has no objection to such a submittal, but this letter is not to be constmed as
approval ofthe Sonnenalp's development or ofany plans or specifications relating to the
development.
The Talisman and the Sonnenalp are engaged in amicable negotiations conceming all the
pertinent issues regarding this development and hope to have a development agreement
approved by t}te parties in the near future. However, at present, the Talisman must
reserye its right to object to any aspect of the Sonnenalp development during the Town of
Vail review process. Ifyou have any questions, please don't hesitate to contact me.
ty'eryfuly yours,
I / "n A
A//,Un "- (tl-,"^"--:-
Williarn Amass
President of the Talisman Condominium Association
Tel: 303-378-1368
Fax: 303-777-1895
Email: bamass@aol.com
f B,qttzBR.ArtlN ASSocltAtilES, lNC.
t'LANNING and COIYI'lUNlTY DEVELOPMENT
August 26,2002
George Ruther, AICP
Chief of Planning
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Re: Application Submittal for the Sonnenalp Redevelopment in Vail, Colorado
Dear George:
Accompanying this letter is our submittal to thc Town of Vail for the redevelopment of the
Sonnenalp Resort. ktcluded in the application are applications and fees for the following:
r Major Exterior Alteration ($800)
. Conditional Use Permit for a Fractional Fee Club ($650)
o Variance Applications (hardscape and retail limitation) ($500)
o Design Review Application ($650)
The Sonnenalp has been developing these plans ovcr the past two years and has been working
closely with the Talisman Condominiums and other neighbors in order to deliver a unified
redevelopment proposal to the Town.
ln order to meet the proposed construction schedule to begin work on the new Swiss Chalct next
spring, we are proposing the following review schedule:
. Application Submittal August 26
r Conceptual Review with thc DRB September 18
r Worksession with the PEC September 23
. Conceptual Review with the DRB October 2
o PEC Final Review October 14
r DRB Final Review October 16
[dwards Viliage Cer.rtcr Surte C-209
0105 Edwards Village Boulevard
Post Office Box 2658
Fdwards, Colorado 8 I 632
Ph.970.976.7575
lax 97t).9 )6.157 6
w.vwv,bt aulla55(JLr,1Les.Lorrl
We appreciate the assistance you have provided us and hope that we can proceed smoothly
through the Town"s review process. If there are additional materials that can be provided or if
Tom or I can be ofassistance do not hesitate to call us a1926-7575.
Thanks again for your help.
o
?-M
tr Rezoning $1300 tr Major Subdivision $1500 tr Minor Subdivision $650 tr Exemption Plat $650 tr Minor Amendment to an SDD $1000 - New Special Development District $6000 tr Major Amendment to an SDD $6000 tr Major Amendment to an SDD $1250
( n o exterior mod ifica tio ns)
Application for Review by the
Planning and Environmental Commission
Department of Community Development
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 Planning and Environmental Commission 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 Planning and Environmental Commission 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
Council and/or the Design Review Board.
Type of Application and Fee:
Description of the Requesti A conditional use Dermit for a fractional fee club, a major exterior
alteration, and a variance to the 10o/o retail area limitation and the 20olo hardscaDe
limitation.
Location of the Proposal: Lot: Part of Lots L & K Block: 5-E Subdivision: Vail Villaoe 1" Filino
Physical Addressr 20 Vail Road
Parcel No.: 210108204001 ( Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s) of Owner(s): Sonnenalp ProDefties Inc'
Mailing Address: 20 Vail Rgad. Vail CO 81657
Owner(s) Signature(s)r
Name ofApplicant: Represented by Braun Associates, Inc.
Mailing Address: PO Box 2658, Edwards. CO 81632
Phone: 926-7575 . ., ,. .,, '. , l
E-mail Address: dominic@braunassociates.com Faxz 926-7576 .' 't"
(- +oltj
$4oo
$6s0 . $800
$1s00
$2s0
$1-300
$500
$200
fr
!
tr
EI !
tr
tr
tl
I
Conditional Use Permit
Floodplain Modification
Minor Exterior Alteration
Major Exterior Alteration
Development Plan
Amendment to a Development Plan
Zoning Code Amendment
Variance
Sign Variance
Phone: 479-5470
For Office Use Only:
Fee Paid:
* * ** * ** * * * * * * * * * * * + + + + * + * +** * f + * + +* * * * + +* + + * + + ++ * + + * * i1t * f * * +** ** * * * ** * * * ** * * * * * * * t * * * * * * ri * *
TOWN OF VAIL, COLORADO Statement
+* ********* ***+***t **ltf + * * + * + * * * ++ + + +* + * +* * * * + * + + * * * * * * * * * * * * * * * ** * * ** ********* ****{.**** ***
Statement Number: R000002959 Amount: $550.00 08/26/200204:14 PM
Palment Method: Cash Init I iIAR
Notsation: 1041111
Sonnenalp
Permit Nor PEC020048 T)t)e: PEC - Conditional Use
Parcel No: 210108204001
Site Address r 20 VAIL RD vAflr
Location:
Total Fees 3 $650.00
This Payment; $650.00 Total ArrL pmta: $650.00
Balance: $0.00
*****+** ***** * {.,f * * * * * * * ** * * * * ** lr * * * * * * * * * * * * * * * '} * t * * * * * * * * * + * + * + * + * * * t +* * * * * * * * * * * * * * * * * * * **
ACCOIJNT ITEM LIST:
Account Code Description Curnent Pmts
PV OOIOOOO31I25OO PFC APPI TCATiON FEES 650 .00
+*****t+f + + * * * * ** * * ** * * * * * * * * * * * * * * * * * * *** * * * * * * * * * * * * * * * * ** * ** * * * * * * * * * * ******* **+*****++ +*
TOWN OF VAIL, COLORADO Statement
+* * ** + * t * + + + ** ** * ** * * ** * * * * + * * *.r * * ** + ** * * * * * * * + * + * * + ++ + * * *** * * *+ ++ f + +* + + + + *+* +++ + * * | * *+ + + t* +
Statement Number: R000002960 AmounC: $800.00 OB / 26 / 2OO2O4 : t-5 pM
Pa)rment Method: Check Init: iIAR
Notation: fO41L]-2
Sonnenalp
Permit No: P8C020049 T)t)e: PEC - Major ExEerj-or Alt
Parcel No: 210l- 082 04 001
Site Address: 20 VAIIJ RD VAIL,
LocaE.ion:
Total Fees: $800.00 This Palmen!: $800.00 Totat ALL Pmts: $800.00
Balance: $0.00
**** * * ** * * * **{.+ *,N.* *{.'f **t}tt *'}* * ** ******** ** *{.** ** **** **** ******* **** **'}**:}* ***'t*'}***** * ** *** * *
ACCOUNT ITEM LIST:
Account Code Description Current Pmrs
PV OO1OOOO31125OO PEC APPLICATION FEES 800.00
+ * * * +** * * * ** * * * * ** * * * * * * * * * * * * * * * * +* * * + * +** * * * *f * * * * * + * + ** + + + + * * * i t * * * * * * ** * * * * * + * * * * ** * * * * *
TOWN OF VAIL, COLORADO Statement ********* * * * + * * *'r f * * * * * * * * * * * * + * + * + * + + * + +f* f * * t t * * * * *,t * * * * ********* ********** ******** * *,3**,3*
Statement Number: R000002951 Amount: $500.0O 08/26/200204:f7 PYI
Palment Method: Check Init.: JAR
Notation: L 0411- l-3
Sonnenalp
Permit No: P8C020050 Type: PEC - Variance
Parcel No: 21-0108204001
Site Addre66: 20 VAIL RD VAIL
Locaeion:
Total Fees: $500.00
This Payment: 9500.00 Totsa1 AIJIJ Pmt6: $500.00
Balance: $0.00
* * * + + * * + * * * * * 't * * * * * * *,i*******:i'l **,i ****:l******* *** * * ** * * * * * * * ** * + * * + ++ ++ + * +* * t * t* f * * {. * ** * * * {t *
ACCOIJNT ITEM LIST:
Account Code Descript.ion Current Pmts
PV OOIOOOO31125OO PEC APPLICATION FEES 500.00
Orr',.ffi
Parcel No.:_21910E204001 ( Eagle Co, Assessor at 970-328-8640 for parcel no.)
Zoning: PA
Name(s) of Owner(s): Sonnenalp Properties. Inc,
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
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 paticular approval that is requested. An application for Design Review
cannot be accepted until all requlred 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 building permit is issued and construction commences within
one year of the approval.
Description of the Request: Redevelooment of Sonnenalp, Talisman, and Swiss Haus oroperties.
Location of the Proposal: Lot: Part of Lots L & K Block: 5-E Subdivision: Vail Villaqe 1" Filing
Physical Address: 20 Vail Road
Mailing Address: 20 Vail Rgad. Vail, CO 81657
'
-- Phone: 479-5470
Owner(s) Signature(s):
Name of Applicant:
Mailing Address: PO Box 2658, Edwards, CO 81532
Phone: 926-7575
E-mail Address: dominic@braunassociates.com Fax'. 926-7576
Type of Review and Fee:
tr ,!
! Signs
E Conceptual Review
New Construction $650 Addition $3oo
tr Minor Alteration $250
(multi-family/com mercial )
tr Minor Alteration
(sin gle-family/du plex)
tr Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
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,
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
rPtaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Desisn Review Board. I R EC F t t, -
No Fee )Llt-
For Ofrice Use Only:
Fee Paid:
Application Date:
Planner:
**** ***** *'l***********+*+++t**********'F*** * 'l*********f++t++*******++*+*+**************+**+*+
TOWN OF VAIL. COLORADO Sratement ******************f*tt++++1.*,1****** * **********+***++++*++**++i***+********t*********+**+a++*
Statement Nurnber: R000002952 Amounts: $650.00 08/26/2oO2O4:19 pM
Palment Method: Check Init : JAR
Notation: 10411- 14
Sonnenalo
Permit No: DRB0202?9 Type: DRB - New Construction
Parcel No: 210108204001
Site Addresa: 20 VAIL RD VAIL
Location:
Total Fees: $550.00
This Payment: $550.00 Total ALIJ Pmt6: $650.00
Balance: 90.00
****** **** * * * * + * + + * + * * * * ** * * * ** *** *** *** ** * **+** *****'lt*+* * ************** *** *** ***+**** **** * *
ACCOUNT ITEM LIST:
Account Code Descrlption Current Pmts
DR OO1OOOO31122OO DFSIGN RTVITW FEES 650.00
I gnynR.,AL.ltN ASSoclAttFs" lNC.
PLANNING and COMPlUNITY DEVELOPMENT
September 16,2002
George Ruther, AICP
Chief of Planning
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Re:Revised Application for Text Amendment and CUP - l0% Text Amendment
Sonnenalp Redevelopment in Vail, Colorado
Dear George:
Accompanying this letter is a revised application for a text amendment and CUP request
regarding the l0% retail limitation, This application is being submitted upon direction given by
the Community Development Department and is based upon a new interpretation of the variance
section as it relates to our request. We are also withdrawing our variance request from the l0%
retail limitation. I will follow-up with criteria addressing the text amendment and CUP request.
Let me know if there are additional materials vou need.
Thanks again for your help.
Fdwarts Village Center Suite C-209
0 105 Edwards Village Boulevard
Post Ofiice Box 2658
Edwards, Colorado 8 1 632
Ph. - 970.926.7575
Fax - 970.926.757 6
www.braunassocrates,com
A9/12/28A2 83:45 97A-926-157 o BRAUN ASSOCIA TES
o
PAGE A2
APPlication for Review bY the-
planning' and Environmental Commission
Deoartmert qf community Development---
Zs ioi$t Frontage Road, Vail, colorado 81657 '- -ier' SZO'c79.2$9 faxl 970'479'2452
web: www.ci.vall'co'u5
ffilf;H$Iilff'fi1;",nn and Environmentar commission reyiew rnu* r€ceive approuar nrr9r.t9 submittine,a
buitdtng permu apptication. ffi; il;; i;i;" *ornur requn"*entr br the pafttoiar approval that ls r€queste6'
An application for plannrnE ,iiEnurionnl.nel commission;M-eur cannot be accePted unfll all required lnformailon
ls rceived by the comrnuntty Development Department, Thi'p]"i.d ;w atso need to be revlaryed by the Town
Council and/or the Design R€rie\r Board'
Type of APPllcation and Fe€:
Descriptton of th€ Rcqu€stl I zoninq gtOe tst amena
limitafion,
L+K-. .-e ^..,-t,-J'--, t)-:l U,'l(r,-p 4t+ (,\'rvu,
Locaton of the pmposar, rot,L5o.t : 9E suudivisiou-JLil-LI9 t
Physical Addrccs:
p27(fir17t1s.:2lolbtt4ln0l (Eagle co, Assessor at 970'328'8640 for parcel no')
0 Conditionat Use Permit $650
6 nJirur" Modifl@tion $4oo
E nit* rtt"ttor Altentlon $650
E 'pi;i;; Etdor Alterauon $8oo
6 b'iGiopmetrt Plan $1500
E GtnO'rn"m to a Development Plan $2!9 -E ;fi; AJ. Amendment $1390
tr Vafiance $500
tr Slgn Variance $200
n R€zoning $1300 - nipr- sJoavision $rsoo
E iqtrior subdivision $650
E aremptron Flat $650
E llinoi'nmendment to an SDD $19qq n n*SoeO"tOevelopmentDistrict $6000
E rqalorhmrndmenttoansDD $6000
E Hiior nmenament to an SDD $12s0
(n6 enettor modiflcations)
Zoning:
t{ame(s) of Owner(s):
Malllng Addressl
orne(s) Signaturc(s):
Phone:47W
t{ame of APPllcanfi Reoresenled bv Braun Asso
Mailing Address: Po Box 2658' Edwards' C0 81532
Phoner 926'7575
E-mall Addrcg$domi@t 926'7576
tr rtrLE vArL to.317 P.3
SCEEDTJI.E A
Ordcr Numbcr: 0102928? - cr
l. Effective date: 'tu:.y L7, zoo'- |rr, 3:42 F,I.
2. Poltcy or Folictes rc bc lseucd: Amount of Lusurarcc
(r) A.L.T.n. Orner's (Ext.nd.d, S
Prcposed Innred:
(b) A.L.T.A. Loan tsrrrralrEd)
Proposcd lrrsured:
DG arrrl( DEl}rgcE GnioSEEN6CEA!|!68 $r Ag
(c) l,euehold
Proposed Insured:
l-
3. Thc est*e or iDtrttst in the hrd dcsct&cd or re&rrcd o in thir ComtrrirDcnt o"d covercd hcrcin ig
fqc gLqrlo
4. Ti0c to thc fer rlnph citdc or intcrcst in said lrod is at tic elfectivc dalc hcrcof vcsted in:
SoNran lt pRotEtrtES, r!rc., A c$tt.onlDo coR9onAalo|l
5. The lald refercd !o in tbis Co"'mitmenr is dcscribed as lollows:
gEE TTTAdES &ACTT', DE9CnIPAION
ntlporrod Mdfirt:STATEMENT OP CEAN.GES
Theec cfrargcs ara dur rad pay$le bdorc a
Policy cra bc tmued.
IREFgA IUIDrvlDEB
XORTelcEr
-
Ilx cSnr:20.00
gIE f,?TACHED EllDOnI ETBXI
gEf,ROE9
2'.f Ian. an -^ .r.r gra,l
AUG. 6,?aa? 1a:e3AH O*, TrrLE vArL 1.{0.317 P.4
SC]EEDUI.,E A
Ordcr Nunber: O1o29l e7 -c2
LEGAL DESCRIFTION
PINCEL g
I PlrE of lot !, Block 5-t,VAMIIJII}CE, trnsr ttt lNc,
accordiog to !h8 recoralod Blat, :no=r prrtlculally ilcactibGd 16 folloEd:
co|!tl.!cl.!g rt tbc r6.t ssurhvsltorly polhE of, aaid Lo! L;
theace f, 60.35'0Ou E r.Ed rlqDg tb€ routb.rl,y l{nc og said LoL L e distanca of 196.3* f,eet,-
gbsnco U 13.04'O0l E arrd aloBg tho aout,f,arly 1ln6 of toid Lrot, Lr 155.00 fe€li
tbrlcG !f 55o08t28. ll a lligt'ancr of !!5-66 feBr.;
theEce E 71056'00r F a {i.turcr of 99.51, feat,
tshsaca lf 0O.23'O0r t I 4isrE.atr. ef to7-lo faat tso r polat of,{ntoraeclion rlt'h fb. aostbrrly J.1n6 o! said toE r.,
tJroncc I 73c53,00' tf aail aloug arid aorthorly tiue g{.00 !a.t to 6 point of errrwe ;
tboacd rIoEE r curve t6 !h. lelt hrvltrg a rcdius of, 20,00 fcct, a eattrt1 angtr, ! of 76'16'09r, rn alc dia!,Encr of 26.62 Ceer, l'o a poiat ot lsrgort E ,
tsb,encc almg cald tangear aad al.org thG r.rtsrly 11b. of Erid tot r,8 00o23'oUr E I dl,! EaDca of ZOO.B9 faot Eo a polnE of cusve;tb,arlcr rlcog rrid wastaaly liac rnd rloEg . surve to thc lcft barrlng a rBaliuE of 3{{.59 !6Gtr a c.attrt lnE].e ot lo.S'.'oon. rr1 rtc d!rt':.[c. ef
J,25. rg te.!t
thenee 8 E a d,t rtatrcr ol. ZL.?1 tost, To Tbr point O! BoEhEia,g.
PIRGBL C;
Ir Dart o€ lot !, Eloch 5.E,
"lI! \'IIIJIACEI rIR!'E !II'I'C,
rccosdlEg Eg t!,€ ncordrd pht, Dor1E part,icularly dGrcll,bod ac fo]'lot.o I
Aagir|tr.iEE ats th. e.C routbrr6atetly corner of caid to! tr,E]'oct 5-8, vriL vi1lag. tl.lrr Ft,tllgt
t!,€nce alolg tsbe gotrloying trc cousres a1o!g E!. loulb.f,ly bor$Ulaly of Lot Lt
(1) x 60.35,00. a a dlrhnce o! 1t6,34 fc€hl (2) l{ 33'04'00. E a dj.aEaace o! 168,00 fe€!;
thanca X 55'08,28r x a diFtrsa,. ot Ll5.6O !..t to !b€ f{Ia poLBr,
Of leginailg,
lbracr 6 71056.00r f, a diata.sc. of E9_S1 f.aE,
lheuc.' N 00'Zl,00r |. r di.tal|c. of 1O?.lO la€t to a potli on Ehe
toutborly right of vay l:lar of Ertr uocdor Drl,ve;
Efraaeg g 47.17,27, E a ililrrlcc 6t 116.91 t6.E !o th. lruo po$t
Of a.gdnDlng.
cogtcll oF tl6LE
C6!,tlltrod on ttatt Dag6
e'd dnc:sn zn cn 3nH
F[.G. 6.& l8resA t*t rrrLE rRrL N0.91? P.5
Cant! rattott of Achrdulc f - &c9.1 D.r!8ipr{oa
Ordrr ltnberr 010?92t7-q:f
glBtl ol @&onrDo
r.d Jan . r-n -ra an lnrr
flJ6. 6.2SEe 16r ?3Rt1 t* TltEos*bnur-er
Sccdon 2
t10.317 P. 5
Order Number: otolgial-cl
BXCEPTIONS
ft9 gotV or-nolicies to be iscued will contain exccprionr to the follordng unless the sanc 8re disposed of to tlu
s rticfrafion of thc Coqatry:
l. Righr or clairns of partiec in possessioo, uot sbown by rbc putlic rccords,
2. Esscmems, or claimr of eaecmeab, oor ehowa by thc public records.
3. Dilcrqaocies., conflicts io borudary lines, rhofiagc in arca, crcroachurerfs, and any facts wNch t correct
Sllrvcy and inspection of t}c Prstnises world di.$closo ard which arc not shown by *rc public records.
4' fuy licn,. or right to r lien, for rcrviccs, labor or Datcrisl hcrctofore or hercrfter furnlsbed, inpo*d by law
rnd not shown by thc public rccords.
5. Defess, licnr, cncrmbrances, advcrse cleimg or other matters, if stry, crerted, 6$t rppearing in tie public
records or-Rttacbing _oubst4ucnr !o thc cffcctivc dato hereof, but prior to thc date tbc propiricd Iniued aciuira
of record for value thc ett{t4 ot i8erast or mongege thereon covered by this corlificil.
5. Unpuented mining claiue; rercrvadoils or exc€?rions il pueutc, or rn 8ct aurborizing the icsuancc 6ereof;
vatcr righre , chims or lltle to water.
?. tbc rrlaet of ineLuglona il aay gaaeral or rSrrcl.fic trtea ddgr.rvrncy, fi!6 proticEdoE, to{l co:lserrratloa or oElGr ilj.lerlct or Lncl.usioa in any water r.nrl.ca 6r Btreet lfitrrovGricng ttot.
0' x,arasvlEions or qxogptioar coltriasd l'! u.g. p!cEn!a, or l[ let! rtrthorJ.zing lhr Lerurlce t!arco!, srco=drd g\r:,y 12, 1999 trB Book {g at p.rgc ,175, rcoonring I) Rlgbha oE cbc prqrrirtoE of r voi.a o= lodn to g*t!.rt rnd suowc bir osr lhltairqB rtd 2) rigbts of, vay lor dilcb.r rnal canal,s canrt$ct.d u[d€r t]r.aulhority ot Eho lt6i e.a st.!c!.
9' follla, coaditioaa, scrcrvcBlonr r rcrlrlclloal and obl{gat.loaa 1!| contailod 1D
th'c trot.ccLvc cove{r l3g lqr vrll vlllagr, rirrt Flrlag, rrcordcd Asgust 10,
1952 la Bool( 174 at Prgr 179 as Ee€.DrloD llo, 96391,
10, 8a6cr[etrt6, r€Etrlct?lorlt lltl rlghte-of-rryg at rhorrr on qlc Ela! of Vntl vLllagr
rl,re t FllLaE,
11. Tot-t'ts, coneltl'oDd, t.sctltttlonE, rbstriclloBr aEd 6blLErtloE r. coatEiacd ltr Ela€ECt lgsscrEt b!€YOCrl Vall l.Brocl!,eaa. Ltal. .nd Vrl,L ttAEc! rnd slrtltreioa
Dldtrict, tocordrd Aprtl 11, 1966 i'Ir loot 192 a! pagr tt3 rs ReoepEion No.I0!6!8.
11. T.!r!! ' cond:lblons, tecrrvatioul, !66trictl6D! rnit obligatiottD It contaLrrEd LD
Elrotrant AgaaarEt boCrccD vril loroclrteg, Iue- a$d Vrit rrter aad E|!.LEaEio!
DiEtriot. r.corded Augu3e 15. 1966 irl Book 19? at p!,Eo {65 r8 B.cctrElon No.
10,1s36.
13. laclr 6Dd .rct? rigbt oE ELghlr of acs.r6 to itld fro|[ rBy plrt o! Et6t t(osdor
Driw., froa rDd to ajly prrl ol cbe oubiect Droperry rbuttiqg Etr! Iteaalor Drlvc,
rt coDgnlscd in D..d faoB Rt€Epod Ss.oclrtog to vilco! lroE erE!as, rrcordod
ConEilu.d on lerc Dqto
^.1 J^^.,^ -^ ^^ 9^,,
FUG, 6,2A8? 18:e3fr'l ,to TITLE \RIL tlo.317 P.7
conbdnuBtsloB of Schr&rlr ! ' gect1on I
ordcr lftrrnbar: 010292N7 -Cl
odtober !. ::97 5 iE Booh 249 at PaEe 5: u n'{'oPcioa no' 115306'
1{. lraanat grrantcd to EoIy c:rosa ElscEtic lrsoct,ltlon, r! coBttlncd lu chc
inr UrulrrnE r,ocoldod Ociobrr 9, 19S5 l.n BooL aso r! Prge 252 a' llsce9glog $o'
1{6491,
trS. frrar, condl bLolrc ' laaolvlllon|'r r.rtlicElont erld oSllgacloat r! BoatslJted in
lililerrc EtacnoD! AgfegDant brtur.E So[agnaU! ProP'ritoe tnc' ead loYn OE Vgil
r.cordcd xrlclt 30, iggr to 6oot 5?6 ac Ea96 a9? sr Rtc*rt{on l1.'' c71'110'
16. raE t, condlE:lqnr I rQ!e!t'r!|,oDr, r.etrlction! aad obllge€lols rt contaiDrd' L:r
fraDc! AgrlcEr,lt |'itl Eollr Cto.r EL6cbrlc ttsocirtr'oB, rocold6d Jlprtl Ze, 1992
i:! 8ool 57E rt aag€ i8? |! R€c.PEtorr tlo' t71398'
1,7. telDr, smdlBloBt, r3r.rvatsioag, r€6tri€tl6DA rBd OblLgatio4! al coDlaitrial ia
AgEaamtrt batr.o.[' goaaenalp Proparc:ler lgc' "d ra1''E!ta[ Condooriniua
Aracciation, raoosdod JuB. 10, 1992 i'8 Booh 582 at Eags 14 rt nrc'PEioa lro'
{70lt1-
t8. Uuclcrgrou*d rtghn of vay clacaants galEled to Eoly cEord 81ooh!la Arrocistlorr'
coco=ica lugus! 13, 1gt2 In Eools 586 a! pigfo 9?4 aB RscrpEtoE No. rD30l7.
19. tiEla, condi tica!, aGaGstatioas. lcrir:Lotsiotr, aod obllgrtiont rg cotrtrljt'd in
Trcaclrl coD.lrrl t. rDil v.ult AgE.@n't r'lc! goly GoBr llacbr:lc lE'ociaEl.o6,
lccolaled Augtrt! 18, 1992 iD Boolc t!? rt Pagc t{6 rB B'caPtics No' {83{tS'
20. tltrdr=grouD'd rlgbt o! rey etlaast gEr,! Eed !o Boly crosa Eloc!8iq rs3sclallon'
!6co!d.d Au$rr! 18, 1992 t$ Book 58? a! lage 952 !s tecoPrloB No' 18'06{'
el, trrrd, coadl ttoas, rcr€rvrtioBE, rctltl,€lioaE snd obll'grlioae aa coltrlnod :ln
Agr.E6r|! f,or grdrrtsriltl lcc.r. €Nnd6Dt, letldrcapo laiBUotl|rrc' e&g€|n€og'
.rt€!6!! !o !r.cB attc trllBtala 6Er1l€gur! on I grblic tlght of t'ry asd grrnt o€
34..}|!aAu!'bGtY|Ga9o!86!!lPtlotol|'t.tur6Eor'gofvlil.Eqdofdgd'sgDtsatlb|ta
1?, 1997 lo looh 737 rt trg. 497 at RacaPt{on [o' 5'33{50'
22. tcas. conililLoc, tsrorrrrlioEr, tortrlcuignB alra obUgatloDa os cootld8'A in
Cablo rrlavb{on Strlk Eilltng Aga.mc8! (Eot'1-oitr's l!rtsr11'd} b'tsue'!
. caDlavlriol, vI troc. r8d SoqnsrJ'P !!oPrrtio,, r€cordtd Ja[uerY 2l' 1990 ro
E€c€PgloB Noi 6{5251.
23. Acoolc eatuaa! coovrycd Eo TrlisElrl cOndmialun aEso€iatl'oa by EoascaalP
ProDorti66, I!c., rE €ot!3.i'a.d ln thr dcod sGcord''l rDsil 1?' 2001 ar
l.oceDtlo$ lto , 75'1726.
2{, trry anil al1 socltling I.E.s6 ald csanacleG '
o'd dnn:+,n zn qn lnH
Sonnenalp Redevelopment
Adjacent Property Owners List
August 2002
DORE, WILLIAM J.
C/O DORE'FAMILY OFFICE
5151 SAN FELIPE ST STE 9OO
HOUSTON. TX 77056-3607
I
BILLUPS, M. & LA-LEWIS L.B.-MANNIX, FB.
BILLUPS, JAMES S. IIITRUSTEE
8301 BROADWAY STE 319
SAN ANTONIO, TX 78209
I
TREVINA LP
600 sTH AVE 8TH FL
NEW YORK. NY 1OO2O
t I
VAIL CORP
PO BOX 7
vAlL, co 81658
1
HIBBERD, FRED, JR
45 SKYLINE
JACKSON, WY 83001
I
FIRST BANK OF VAIL
C/O FIRSTBANK HOLDING CO
PO BOX 150097
LAKEWOOD, CO 80215
I
KOVENER, RONALD R. & CAROLYN O.
2266 E CAPE COD DR
BLOOMINGTON, IN 47401
I
KNIGHT, MARK E.
C/O KNIGHT OIL TOOLS
FOUET RD
LAFAYETTE, LA 70508
t
REISHER. ROGER L.
24OO CHERRY CREEK S DR #405
DENVER, CO 80209-3258
l
333 TRUST
MARILENA PIRAS TRUSTEE
415 STEELE ST
DENVER, CO 802064416
I
VAIL RELIGIOUS FOUNDATION INC
o/o REV. DON SIMONTON
''t I
19 VAIL RD
vAtL, co 81657
VRrlvrlLqce rNN rNc
1OO E MEADOW DR#33
vArL, co 816s7
I
VAIL VILLAGE INN PLAZA CONDOMINIUM ASSOCIATION
PHASE 1 AND 2
C/O SLIFER MANAGEMENT
143 EAST MEADOW DR.
vAlL, co 81657
I
VAIL VILLAGE INN PLAZA CONDOMINIUM ASSOCIATION
PHASE 3 AND 5
C/O JOSEPH STAUFER
1OO EAST MEADOW DR.
vArL, co 81657
I t
HOLIDAY HOUSE CONDOMINIUM ASSOCIATION
C/O RICHARD SCAPELLO
9 VAIL ROAD
vAtL, co 81657
1
CROSSROADS CONDOMIN IUM ASSOCIATION
143 EAST MEADOW DRIVE. SUITE 499A
vAtL, co 81657
.EISTOP
PARK CONDOMINIUM ASSOC
7O PHILLIPS & ASSOC INC
PO BOX 1403
vAtL, co 81658
1
RIVER HOUSE CONDOMINIUM ASSOCIATION
PO BOX 3459
vAtL, co 81657
B. B. & C. PTNSHP
C/O JACK CURTIN
757 S V|NE
DENVER, CO 80209
1
VILLAGE CENTERASSOC
124 WILLOW BRIDGE RD
vAtL, co 81657
I
VILI.AGE CENTER CONDOMIN IUM ASSOCIATION
C/O SIERRA MANAGEMENT
PO BOX 3842
vArL, co 81658
I
JACOBS, WILLIAM T., JR
2OO1 W JEFFERSON ST
JOL|ET, rL 60435
l
,r**$lt'#6}R
t .ATHARTNE c
,#.rciiryx***r?ff'*"
FI)F^--
Dii,1#[t ftKI.R euA' F,ED pERsoNAL
+ni,Hff"-53J,*
$^t*'1,''rllioo"''''MAssoc'AiloN
iJ,ffi#."#!,A.
,;fl[TffrusMrN'
M Ass oc,A'oN
St H$,tfI*MrN'
uM Assoc'A'oN
1t rrEM MAyAFFE.T youR pRopEl
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on September 23, 2002, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a worksession to discuss a proposed major exterior alteration; a conditional use
permit to allow for a fractional fee club in the Public Accommodation zone district; a variance
- from Section 12-7A-2 (Permitted Uses), Vail Town Code, to allow for retail uses in excess of
l-JOn of the total gross residential floor area of the structure; and a variance from Section 12-7A-
-'10
(Landscaping & Site Development), Vail Town Code, to allow for a deviation from the total
fandscape area requirement, located at 20 Vail Road, 62 E. Meadow Drive, and 82 E. Meadow - Drive/Lots K & L, Block 5E, Vail Village 1't Filing.
Applicant: Sonnenalp Properties, Inc., represented by Braun Associates, Inc.Planner: George RutherMarren Campbell
A request for a recommendation to the Vail Town Council of a proposed major amendment to
Special Development District No. 4, Cascade Village, Development Area B, to amend the
setback requirements as indicated on the approved development plan, located at Coldstream
Condominiums, Unit # 25, 1476 Westhaven Drive /Lot 53, Glen Lyon Subdivision.
Applicant: James and Jane Kaufman, represented by FriElen Pierce Architects Planner: Allison Ochs
A request for a final review of a final plat of Lots 1 1 and 12, Block 2, Vail Village 12th Filing,
and Tract C, Block 1, Vail Village'l2th Filing, located at 3160 N. Frontage Road East and 3010
N. Frontage Road East and setting forth details in regards thereto.
Applicant: Vail Mountain School, represented by Braun Associates, Inc.Planner: Russ Forrest
A request for a recommendation to the Vail Town Council, to allow for text amendments to Title
1 1, Sign Regulations, Vail Town Code, and setting forth details in regards thereto.
Applicant: Town of Vail Planner: Russell Forrest
A request for a final review of a final plat for a major subdivision; a request for a final review of a
conditional use permit to allow for a private educational institution and development plan approval
to construct employee housing; and setting forth details in regards thereto, located at the site
known as "Mountain Bell"/an unplatted piece of property, located at 160 N. Frontage Rd./to be
platted as Middle Creek Subdivision. A full metes and bounds description is available at the
Community Development Department.
Applicant: Vail Local Housing Authority, represented by Odell Architects Planner: Allison Ochs
The applications and information about the proposals are available for public inspection during
regular office hours in the project planner's office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. The public is invited to attend project orientation
and the site visits that precede the public hearing in the Town of Vail Community Development
,, l*,-1 tJ/
Department. Please call 479-2138 for information.
mwN0Fvut,
-,
Sign language interpretatiotvailabte upon request with 24-hour nottln.
2356, TelephonE for the Hearing lmpaired, for information.
Community Development Department
Published September 6, 2002 in the Vail Daily.
Pleaee call479-"^l
,
b..'1
;'" i
I o
THIS
o
PROPERTY ITEM MAY AFFECT YOUR
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on october 14, 2002, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a recommendation to the Vail Town Council for an amendment to the Town of Vail
Land Use Plan and the Vail Village Master Plan, to facilitate the construction of "Vail's Front
Door" project and associated improvements and setting forth details in regards thereto, located
on an unplatted parcel, generally located south of the Lodge Tower and west of the Vista Bahn
Ski Yard. A more complete metes and bounds description is available at the Deoartment of
Community Development.
Applicant: Vail Resorts Development Company Planner: George Ruther
A request for a recommendation to the Vail Town Council, to allow for a text amendment to
Section '12-88-3 (Conditional Uses), Vail Town Code, to allow for "seasonal use or structure"
as a conditional use in the Outdoor Recreation zone district; text amendments to Section 12-2-2
(Definitions), Vail Town Code, to amend the definitions of "seasonal use or structure,"
"recreation structure," and "recreational amenity," and setting forth details in regards thereto;
and a request for a conditional use permit, to allow for a "seasonal use or structure," in the
Outdoor Recreation zone district, located at 1778 Vail Valley Drive/an unplatted tract of land
within Section 9, Township 5 South, Range 80 West of the Sixth Prime Meridian generally
located directly north of Lot 3, Sunburst 3'o Filing within the Vail Golf Course, more specifically
described as follows:
That part of Section 9, Township 5 South, Range 80 West of the 6th Principal Meridian,
Town of Vail, Eagle County, Colorado, described as follows: Beginning at the most
northerly corner of Lot 3, Sunburst Filing No. 3, according to the final plat for Sunburst
Filing No. 3, recorded in Book 263 at Page 429, in the office of the Eagle County,
Colorado, Clerk and Recorder, said point also being on the northerly right-of-way line
of Sunburst Drive, as shown on said final plat; thence the following two courses along
said northerly right-of-way line: (1) 1 19.32 feet along the arc of a curve to the left, having
a radius of 135.00 feet, a central angle of 50038'21' and a chord that bears
N72o59'22'W, 115.47 feet; (2) 581041'30'W, 187.43; thence, departing said northerty
right-of-way line, N08o18'30'W, 266.90 feet; thence N79"28'56"E, 939,41 feet; thence
S11o28'38'E, 91.78 feet; thence 540"01'19"W, 490.77 feet; thence S77"00'32"W,
165.16 feet to the northerly line of said Lot 3; thence, along said northerly line of Lot 3,
148.02 feet along the arc of a curve to the left, having a radius of 189.10 feet, a central
angle of 44050'53" and a chord that bears N65"08'56'W, 144.27 feet to the point of
beginning, containing 6.47 acres, more or less.
Applicant: Vail Junior Hockey Association and the Vail Recreation District Planner: Bill Gibson
I
A request for recommendation to the Vail Town Council, to allow for a text amendment to
Section 12-88-3 (Conditional Uses), Vail Town Code, to allow for "public utility and public
service uses" as a conditional use in the Outdoor Recreation zone district and setting forth
details in regards thereto; and a conditional use permit, to allow for a "public utility and public
service use" in the Outdoor Recreation zone district, located at an unplatted parcel within the
Southwest Quarter of Section 3, Township 5 South, Range 80 West of the Sixth Prime
Meridian, generally located south of the l-70 right-of-way, north of Gore Creek, and west of
2450 Frontage Road East (Water Treatment Plant) within the Vail Golf Course, more
specifically described as follows:
A parcel of land lying in Section 3, Township 5 South, Range 80 West of the 6'h P.M.,
Eagle County, Colorado, being more particularly described as follows: commencing at
the southwest corner of said Section 3, whence the northwest corner of Lot 14 Vail
Valley Third Filing bears S07"42'53"E, 474.77 feet and whence the northeast corner of
Lot 16 of said Vail Valley Third Filing bears 526'20'09"E, 698.51 feet; thence
N56"01'08'E, 921 .55 feet to a point on the south ROW (right-of-way) line of Colorado
State Highway No. l-70, said point being the true point of beginning, thence
N73"43'36"E, along said south ROW line 75.00 feet; thence S16'16'24"E,25.00 feet;
thence S73"43'36'W, 75.00 feet; thence N16"16'24"W, 25.00 feet to the true point of
beginning, containing 0.04 acres more or less.
Applicant: Public Service Company of Colorado
Planner: Bill Gibson
A request for a modification to the 1OO-year floodplain, to allow for grading in the floodplain to
modify the Gore Creek Whitewater Park, located at the Gore Creek Promenadeffracts | & A,
Block 58, Vail Village 1"t Filing, and setting forth details in regards thereto.
Applicant:
Planner:
Town of Vail, represented by Gregg Barrie
Bill Gibson
A request for an interpretation of the maximum height and calculation of average maximum
height requirements in the Lionshead Redevelopment Master Plan.
Applicant: Town of Vail Community Development Department
Planner: George Ruther
A request for final approval of a proposed major exterior alteration; a conditional use permit to
allow for a fractional fee club in the Public Accommodation zone district, a variance from
Section 12-7A-2 (Permitted Uses), Vail Town Code, to allow for retail uses in excess of 10% of
the total gross residential floor area of the structure; and a variance from Section 12-7A-10
. (Landscaping & Site Development), Vail Town Code, to allow for a deviation from the total
_. A landscape area requirement, located at 20 Vail Road, 62 E. Meadow Drive, and 82 E. Meadow
SbrivelLots K & L, Block 5E, VailVillage 1't Filing.
Z\
Applicant: Sonnenalp Properties, Inc., represented by Braun Associates, Inc.
Planner: George RutherMarren Campbell
A request for a final review of a variance from Section 12-6D-6 (Setbacks), Vail Town Code, to
allow for an addition within the required setback, located a|2943 Bell Flower Drive, Lot 4, Block
6, Vail Intermountain.
)
Applicant:
Planner:
Alan Budd Zuckerman
Warren Campbell
A request for a worksession to amend Chapter 12-15 (Gross Residential Floor Area), Vail Town
Code, to discuss modifications and/or elimination of the Gross Residential Floor Area
regulations in all zone districts and setting forth details in regards thereto.
Applicant: Vicki Pearson, et.al.Planner: George Ruther
The applications and information about the proposals are available for public inspection during
regular office hours in the prqect planner's office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. The public is invited to attend project orientation
and the site visits that precede the public hearing in the Town of Vail Community Development
Depafiment. Please call 479-2138 for information
Sign language interpretation available upon request with 24-hour notification. Please call 479-
2356, Telephone for the Hearing lmpaired, for information.
Community Development Department
Published September 27,2002 in the Vail Daily.
Department of Conmunity Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2r 38
F,tx 970-479-2452
www.ci.vail.co.us
September 11,2002
Sonnenalp Resort Comments
From Greg HaIl and Todd Oppenheimer
'I
t.
2.
J.
Survey inconsistencies. Improvements on stream tract previous survey showed not now
line moves north, to accommodate improvements to property line.
Provide Flood Plain Study to prove claims in application.
Loading in delivery: Cannot take multi use reduction berths need to be as follows.
a. Not in front of set back
b. Need to be in one place.
c. Need to accommodate maneuvering on site with in lot lines.
d. Minimum size 12x25. We are requiring size to be l-12x50, l-12x40,2-12x35
plus trash.
e. Existing loading area needs to go away.
4. PA Zone district requires traffic mitigation $5,000/each PM peak trip. May be offset by
improvements. Credit for additional loading.
5. Parking plan provides too many valet, whole garage is valet.
6. How does connection from loading get to kitchen storage areas?
7. Need to provide Sun/Shade analysis of 20' setbacks to allow encroachment.
8. Encroachment at intersection of Meadow Drive and Willow Bridge Road is unacceptable.
Streetscape plan wants to encourage a special event plaza. This plan reduces the area of
the plaza down.
9. Show hansit stops.
10. The size of the curb cut on Willow Bridge Road is large.
11. Show transition of existing planter and truck parking to the South of property on Willow
Bridse Road.
Show Flood Plain on site and grading plans.
Which utilities are to be relocated?
12.
13.
Attachment: G
O 14. Storm drain under building needs to be relocated and tied to system at Vail Road.
Shading ofroadway will require drainage system to collect water quicker offthe surface
and be put into storm system.
1 5. Talisman access to surface can be accommodated through garage. Standar ds arc I2o/o
headed with engineered design 16% heated. Access andparking should be within
easement and property.
16. How are improvements on each others property being accomplished?
17. Remove walks on stream tract behind Talisman.
18. Provide Pedestrian Easements along East Meadow Drive.
19. Sight distance at Vail Road,/Meadow Drive and Meadow Dr/lVillow Bridge Road
intersections must be maintained as well as all access points.
20. Parking Garage on sewer easement, need to move sewer and easement.
21. The grade on Willow Bridge Road to match elevation of the road appears to be 61.5 not
60.
22. The building should step up so grade at Willow Bridge Road is not in a hole.
O 23. Transitstopsshouldnotbeinneckdowns.
24. Provide pedestrian connection across Talisman frontage.
25. Developer to incorporate Public Art needs to coordinate with AIPP.
26. Developer to incorporate streetscape improvements along entire frontage plus tie in
beyond. Streetscape to match Town of Vail plan, improvements to include all worlq
drainage improvements, planter walls, lighting, street fumiture, walls, pavements and
heat ifrequired etc.
27. See revised loading plan A2-0.
28. Provide 30" sign easement.
29. Final site plan to be consistent with and coordinated with the East Meadow Drive
Streetscape design.
30. Crossroads intersection: Swiss Haus entrances? to roadway and planter/stairway
configuration are inconsistent with sheetscape goal of maximizing intersection as? Plaza.
Building should be moved back from right-of-way line and grades matched to roadway
outside of right-of-way line.
31. Lighting plan: Number of architectural light fixtures is excessive and inconsistent with
streetscape plans. Fixtures have exposed light source this will cause considerable glare.
Applicant should consider having a professional lighting design and washing walls with
concealed light source. Lighting of the street can be accomplished through the
streetscape design.
32. Streetscape encroachments: Encroachments of streetscape improvements, namely drain
pan, are shown incorrectly and will be pulled back to right-of-way line.
33. Vail Road lntersection: Modify walking axeas to better align with crosswalk location.
Retain planting along edge of "neck down" area with modifications.
34. Additional planting areas: Consider placing small planting areas at the base of columns
along Bavaria House.
35. Transit stoo location: Coordinate location for east bound transit stop with streetscape
design and Vail Transit Managers.
36. Pedestrian easement: Provide minimum of 4' pedestrian zone with streetscape pavers
along Talisman frontage.
September 20,2002
Mr. George Reuther
Senior Planner
Town of Vail Community
Development Department
75 S. Frontage Rd. W.
Dear George:
It has come to the attention of the Board of Managers of the Talisman condominium
Associaticn that it is your understanding that the owners of the Talisman Condominiums
have no objection to accessing our surface parking by driving through the underground
garage that the Sonnenalp Resort intends to build on Talisman property.
In fact, the Talisman owners strongly object to this access as being terribly burdensome
and inconvenient. Our preference for access to our surface parking remains surface
access offEast Meadow Drive, unless an equally convenient access is possible. we are
willing to work with the sonnenalp and the Town to make the redevelopment of the
Sonnenalp resort a success, but not if it means that we must access our surface parking by
first driving underground.
If necessary, please contact me so that we can discuss this matter further.
of the Talisman Condominium Association
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Denuer Office
JERRYC.M.ORTEN
jerry.orten@ortenhindman,com
September 23,2002
Town of Vail
Planning and Environmental Commission
c/o Varren Campbell
75 South Frontage Road
Vail,CO 81657
R e: Sonnenalp Deuelopment Application
Our FiIe No.5824.002
Dear Mr. Campbell:
We are writing to advise you that we are representing a group of homeowners at
the Tallisman Condominium regarding the Sonnenalp Development application.
This group of seven owners (of fourteen owners) holds interests in eight of the
sixteen units at the Tallisman.
The group of seven owners consists of the following:
Ir)ll ln','ltlxrll0.) l) 1.,
Ito.r.larv u r rr lcrrhrrtdnrarr.r onr
w\\,w o r {,. a Lr { rn r.i r. ( o'r Larry weiss
Maggie Easrwood
Roland Nobis
Cail Shaffer
Burt and Pat Dolan
Richard Genova
Marilyn Fleischer
Please call us with any questions or concerns.
Sincerely,
JCMO/cp
cCandycc D, Cavanagh, Esq.
Marilyn Fleischer
Wr\Clicnt \Flcischcr \Flcischcr 002"wtxj
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l) I //( l f rl.r' lt rl Jr
L',,Litt,ttttr,trtJ
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HINDMAN.P.C.
: May 1,20a2
TO:ilr n,rmr, Ctrld-e Phnning
io*n of Vail Deprtnent of Commrni$ Development-
Planning and Zotdttg Gommittee
FRoM:TheUndercigned|rrdtvidrglTa||srnanCondominlumovynen
RgPrcpqsgdgcnncnetpRadstleloprnardProi6,tSctredu|edbrsubmitta|on '
MEY 19,2fr02
It is our undergta)ding that the Sonnendp wrll eubmit fof your consideratftrn a
pf"-n to riOevef,cp it s ircperfles cgnanty'knoufir. as the Sonnenap Hotel and the
!,r,t"" Ct
"tet
ndatea on 'gast MeaCour Orive betYveen Vail Road and W1orv
Bddge Road.
As our condornidum bullding b sihrded betrleer frese hlo buildings-and ihe
'Siot nimlp oroiea will travei maior impad on our property. ue =Pm!! lo you tre
bll'iil;;il^m;ns. Phase notstrat lireee commer* are bassd on lhe most
[cer*ilans slv"tl lo TallEnun ostnsfs. datcd Jarunry 29'2002 and may not be
iJ"ntcit to n[ plam submltted to your Departrcnl Furllrermore, we are an6re
inalgr" fanottin goarO haE apprdved a "Lgg, of Unde6bnding' rcgading the
lonnenato Droiect The under;ibned indMrtral onners dsagre ufltr many of lhe
|gl5iliqnE Lld by fie Board in their Lefier and lherefore wish our vlervs lo be
submltbd {or ilrc publb rccord.
First we mnt it clearty r.ndersbod trat o0r firtont is not to blocls the Sonnenalp
Oe'ldloomenf The Smnernlp tras been an mportant part of Vail for many years'
ffr"f flcmiea are knmtn wld-tride ae among lhe boot and hare btottght
presdge and |'gt en a lo tte bri,n of Vall. We are csrfdentfiat any ftrfure
SJnr[natp oeye*opments willbeof similar quafity' Wedo, horsvsr, hava
sbnificant concerffi uf0r frsir cunsnt htildittg proposal.
1- The mass arrd hr& of tre gopoead brddngs oreilhdm {fie Tafisman
buiHirq and the slnaler scatc pedes['ien ercas on East Meadw Ddve-
We nouE suDpott a buildrng along East lledor Dfip lhal is 2 b 3 shries
high, wlh a staggered toof l|n€ and more estbacks for hndecaping.
2. We do not hhk that the proposed se&acks from lhe cunenl legal propsrty
tines are aOeqt de. We requestthstlhe SometEts proiectadherelo tt€
legat 20 frd cetbads. We do nol hink hat !p prolced s€tbaclc afbut
adequate ligtrt, a'r and open spece betrcen lhe bufldngs.
3. We dlsagree t|,ilh |he propoEed t€dlgnment of properly lines befreon the
Sonnenalp and ltre Talisrnan and rfiereftre requed O|at the Sonnenafp
submit a propoeal bc€d on the CURRENT logal prop€tty lines and witft
the CURRENT legafiy regural se{tadtc. We only recendy acquired our
propefiy and do not see lhe need to ta'de hnd at lhb ttme. We obiect to
t/latu1,20rltZ
3. confd.
the sonrrenelP e assr.uned use of Talignan P:g??pl" qa-!$!^fl-"1"-}i
rJL:H[[H" "nd
i nr"o uno-t-plng. liihue-rre proposed land =,ap.. .;tffi.;;;i;[*il ,fi 4q,s-E !r iicadow Drivd, ue be{e'e rhai as llris
;;;iltri& anorghfor aryom!rueuun on tandsfll raintain adequae
il.d;:G-i*tl uiuro merl eqtrire fre area bc bndscaped'
4. We are very concerned about ttre surfacs ingrcss and egres for the
Talisman ormerc, guesls, detivetie3, gatbage andfte proterlion' We
cunerr|lyenbrgurpropeilytrrorrglr[resonrrerra|pHolelmainentrance.
w" [[;t"nuy expirieirce aenvs aue !o tle untoadi'ng of-sonnenalp gu6ts
and trek dellrrerids and ffis 6 onen bac*ed up on Vsl! Road' We at€ not
iooi,reO trat slmibr dElays h enfry to un property will noi occur undsr
the new ProPosa[
ViL u"O*stin6 lhd we hare a t#Cd right to an easement giuing us irpness
;l edfiril" Fgst ilbador orive and rrould tike thb preserved.
5. We are nst opposed in gimipte b an underground pa*ing and are aunre -' iia G iowri bf Van e incq,raghtg tE novementof surhce Patkilrg
"*ilAttouttd
b rhe etrcnt pffi{hr€ to fllqyq more landecaptng
-"nO ?
,or" itractve Tonn. Our'concern b fw the lraffic llor fiom Vail Road b
irii'*ro.rgrrrd pa*fiqg through to x1g €xit on wilow Road; agah an easy
and rapld accgss for the Tdi'eman oiltefs'
liie i&ms of Ure Sonnerdps use of he Talbman underground proq€rly
for lhis pafkiqt sfiusture ryould of coune be a giuate negnilialion betrEn
the two'parlies ard has yot lo be finalized.
6. we do not agree wilh ciher dfie proposed devabr accesses from lhe -'
undenqroundparkirng m orr prcperiy. Boilr propoaals slroYr an I ft x 8lt x
i2fr biitdtng iO Ccffom ne fiont gil ow buifdir'. Th;" Blet/fr_r bulldhg
wU n tft et-Ufocl our vieu dld cast shadours on our building' tuiother
tGton for Ure elevab'f or elirninadon ln fayor of a bss obtrusiw slaimell
shouH be conskl€red.
ln conctusbn, lhe cunent Sonnenalp propoeat oontairts many dements of a
redevetopmcnt plan thay submltted lo Ure toun in 1900. We s'ie some
comrnerrii of mi fown irf Vsilt Commurliy Dwetopnent Depaftrnent $at
"rere
senf O ftre Town PlanninE and Enrironmental Commlssion on June 25'
rggo. we believe tbal they a|g as appllcable now, lf not nmre so, as they were
in lgg0 consftledng the dirdopmer{ ln Vail oerfre past lO y€ars and the
MastBr Plan the Town dffrefity envlsions-
Page 3. ltem A-
" TFe heigng of the buitdlng along Vail Roed atd p*na-darty East iilecdwv
DiiG neJd to Ue redr.rceO m alorv frr a more reasonable endssure of lhe
6tr€et. ThE quallty olthe petHian exPeri€nca lE rd enhancsd by the
proposal Oui to fre lac* of bndsceping on East l/teadow tXive, 0 sa(back for
o
I aHllrlall vlrtnryrrxr l|r'
S/hY l,2(ltl2
tre brrilding and roof we-rhang on Torrn sty{-g:
mass ard bullt of the roriiiniHir*rrems_tre smailerscale pedestrhn areas
on Mea&try Driv€. More'#ft[E o pt'ui" spaces by usittg plazas'
ffi;plL;ttd *dng are neceesanf'
Page ?' ltcm c' Lo' 1'- - .--^.- t'rr{va rc recammended to be a maximum of trvo :iEjre- +ong E st Mcadotr Drlve 'ts recommer
ti frrlEo-ri-e"-ot re r" Iz i-itil-tng h"€il" exdude roof forms')"
@ rys?1 :"I H* on tre sonnenalP
orooosal ard Equest ftlt'ft Ui
"n[ttt"O
ln lhe publlc record for comideration
&-5iii;;ffiifiu* wokine on lhis ProJed
SincerelY,
Tabrnan Condominiwn*
TOTRL P,@4
..\
1\J t:
M., _- -
SPECIAI, WARRANTY DEED
'l'HlS DEED, N,tade lhis l3d
between
day of April 2001
By:
)
) ss.
)
Thc foregoing instrument was acknowlcdged beforc mc rhis 13 Aoy of April, 2001, by Johanncs Iracsslcr
Prcsidcnt of Sonnenalp I'roperties, lnc,, a Colorado corpotation.
S0nncnalp Properties, Inc., a Colorado corporalion,
ofthc Counly of Eagle, Slatc ofColorado, Sranlor, and
Talismrn CoDdorninium AssociStioD, a Colorado nonprolit corporation,
whose tcgal add(ess is 62 East Meadow Drivc, Vail, Colorado 81657'
olthe County ofEagle, State ofColorado, grantcc:
wl'fNESSETH, Thrt thc grantor, for and in consideration of rhc sunr ofTtsN I)OLl,AItS, and r,rther good and
valuable coDsidcratjon, Lhe rcccipl and sufTicrency of which is hereby ackDowledged, has granlcd. bargairred, sold and
conveyed. and by $es€ presents docs grart, bargain, sell, couvcy, and con,lml, unro lhc grantcc aDd tt! successors aDd
assigns forcvcr, all the real property, logethcr wirh inrnrovcncnts, ifaly. orvncd by grartlor a:td situatc, lying and being in
the County ofEagle, Stale ofColorado, described as follo*'s:
As sct forth on Exhibit A anachcd to and ircorporated i:r tlris Dced by this refetencc:
also known by stecl and number as: 62 East Meadow Drivc, Vail, Colorado 81657;
assessor's schedule or parccl number:
rOCETIIER wirh all aDd singular rhc heredilaments and appuncnarrces lherclo belonginS, or in anywisc
appcrtaining, and rhc rcvcrsion and leversions, remairder and remainders, rcnts, issucs rnd profis thr:rcof: and all the
cstarc. righ(, litle, inlcres! claim and dcmand whaisocver of tie grantor, cithcr in law or cquiry. or, in and lo the above
bargaincd premrscs, wrth the hercditamelts and appurtenanccs;
TO HA\.E A,r*D TO HOll) rhc said Frcmiscs abovc bargained and described s ith lhe appunenances. unto the
grantee(s), its successors and assigns forcver. Thc graltor, for itselfand its succcssors and assrgns, docs covcnanl and
agrec that it shall and will WARRANT AND FORnVER DEFEND thc abovc-barSaincd prcniiscs in thc quicr and
peaceable pcssessionofthe granrcc, its succcssors and assigns, against alland cvcry pcrson or persons claiming thc whole
orany pan rhcreof, by, $rough orunderthe grantor, subject to lhc m.xcrs listed on Exhib:t B atlachcd to and incorpomtcd
in this I)eed by this referencc.
Ili WITNESS WHEREOF, thc Ernnlo! has exccutcd dris dccd on the datc set fodr above.
SONNEfiALP PROPERTIES, INC-, a Colorado corPoration
STATE OF COLOIiADO,
COLbJTY OF EACLE
"lf ir Dcnvcr, inscn "City and".
l--:liliilffiii'dsT*1 I uiiJffiL*.--J
wir ess tnv hand and official scal.
l\x commission expires rr\'3\eoo3
ir . i",r...:l.n r rnrres irrfStg/<^**
r'lrs)
Nutrf, rd A'&(tr ot Pdror Li.ltiot Ndr (i akd l ixrr lkFutr l rirl.rlbl.al{s)
I lltilt ilil uiiil il til] ilil tililt til till til ilt i,?iit?,,,,,5r.. J Firh.r €..c1.. c0 laE F lt.oo D t17.77
\o. I6. tlru l-9,1. SP r'a:lAl. WARRAfiTY Df,tD - (REVISED).ril.\*
tj;l,lK'
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2IrEl''t'"
I I t. it4 7'1 , \ tr t -t..: ,--
ir 'r I ,:,
B..dadJ hbltrlirr. l?at w*. Sr,. lx.yd, Co 10201.-- OoJl :9:.:toc.- 9.9!
lr
EXU!!!I4
LEGAL DESCRIPTION OF THE PROPERTY
Fee simpl0 titls in and to thc following parcel:
A part ofLots L and K, Block 5-E, Vail Village First Filing, County ofEagle, Statc ofcolorado, morc
particularly describcd as follows:
Commencing at the nost Southwesterly point ofsaid Lot L; thencc N. (rrf35'00"E. and a)olg thc
Southerly line ofsaid Lot L a distance of 196.34 fcct; thence N. 33'04'00"8. and along the Southerly
line ofsaid Lot L a distance of 165.00 Ieet to lhc true poinl ofbegiDnitlg; thence N.55"08'28"W., a
distance of l?0.00 Get: thcnce N.34"51'32 "tr, a distance of 97.46 feeti thence S.82"35'00"8. a distance
of 142.01 feet; thence 5.23'54'3 8 "8. a distance of 86.00 feet; thence S.66"05'22"W. a distance of 40. I 5
fccl to a comer ofsaid Lot Li thence S.69"50'00"W. and along the boundary ofsaid Lot L a distance of
102.50 lect to thc lrue poinl ofbcginning.
A non-exclusive easenrent for access. descnbed as follows:
An access easem€nt 30.00 feet in width across a part ofLot L, Block 5-E, Vail Village First Filing,
County ofEagle, State ofColorado, the centerline ofwhich is described as follows: Commencing at the
most Southwesterly point ofsaid Lot L; thencc N.60"35'00"E. and along the Soutberly line ol said Lot
L, i 96.34 fcct; thence N.33"04'00"8. and along said Southerly line 165.00 feet; thence N, 55"08'28 "
W., I 20.00 [ect; thence N.34'5 I '32"E., 9'1 .46 feel; thence 5.82"3 5'00"E, I 5.00 fe et to the point of
beginning; thence on an angle to the left of 90'00'00", 35.00 feet to the point of terminus, said point
being in the right of way of East Meadow Drive.
llllilt i'?,1i3?,, ,.,R 13.OO 0 1l?.7?
o
EXHIBIT B
EXCEPTIONS'IO 1'I'I'LE
l. Real eslale taxcs and asscssments for 2000 and snbsequent years.
2. Right ofproprietor ofa vcin or lode to extract and lemove his orc thercfron should the
same be found to penetrate or intersecl thc premiscs as resen,cd in Unitcd States Patent
recorded July I I, 1899, in Book 48 at Pagc 475, Eaglc County, Colorado.
3, Righl of way for ditches or canals constructcd by thc authority of thc tjnitcd Slates as
reserved in United States Palent recorded July I I, 1899, in Book 48 at Page 475, Eagle
County, Colorado.
4. Restrictive covenants which do not contain a forfeiture or reve(cr clause, but omitting
resldctions, if any, bascd on race, color, religion, oi national origin, as contained in
inslrument recordod August 10, 1962. in Book I 74 at Page I 79, Eagle County, Colorado.
5. Eascmonl and right ofway for Gore Creek as it may affect subject properly.
6. Encroachment ofaccess casement onto Easl Meadow Drive as shown on the recorded
condominium map for Thc Talisman, Eagle County, Colorado.
7. Thosc provisions, covenants and conditions, easements and restrictions, which are a
burden to the condominium unit dcscriircd in Schcdule A, as contained in instrumcnl
lccorded December 30, 1970, in Book 219 at Page 417, Eaglc County, Colorado.
8. Terms, conditions and provisions of cascmcnt as granted 10 -l'he 'l allsman Associatiol)
recorded July 16, 1973 in Book 230 at Pagc I I I , Eaglc County, Colorado.
9. Existing subleases and tenancies ofunits in Tirc Talisnran Condorniniunts, tsagle County,
Colorado.
Itl. Terms, conditions and provisions ofBroadband Easement and Right ol Entry Agreement
recorded August 14, 1996 in Book 702 at Page 855, Eagle CouDty, Cololado.
I I . Encroaclulent ofThc Talisnran Lod8,e onto the easement recorded in Book 197 al Page
465, Eagle County, Colorado, as slrown on surr'cy ol M.S.M. Consultants lno. cntitled
Kiandra Lodge East.
12. Encroachmcnt ofThe Kiandra Lodge onto thc casemenl recorded in Book 197 at Page
465, Eaglc County, Colorado, as shown on sun'ey of M.S.M. Consullants lnc. entitled
Kiandra Lodge West.
13. Dasements, reservations and reslrictions as shown and reserved on the recorded plat of
Vail Village First Filing, Eagle CoLrnty, Colorado.
14. Easements, reservalions and restrictions as shown altd reserved on the recordcd
condominium map of Talisman Condominiurns, Eagle County. Colorado.
I5. Terms, conditions and provisions oIAgreement recorded May 6, l99l in Book 553 at
Page 3 13, Eagle County, Colorado.
| 6, Terns, conditions and provisions of Fire l,ane Easement Agreement recorded March 30,
1992 in Book 576 aIP^8e297, Eaglc County, Colorado.
17 . Terms, conditions and provisions of Agrecmcnt rccordcd J une 10, I 992 in Book 582 tt
Pagc 14, Eagle County, Colorado.
18. Tcrms, conditions and provisions ofAgrccmcnt rccordcd Octobcr 26, 1992 in Book 592
at Page 370, Eagle County, Colorado.
19. Discrepancies, conflicts in boundary lines, slrortages in areas, encroachments and any
facts rvhich a corrcct suwey and inspcction ofthc subjcct propcrty rvould disclose and
which are not shown by thc public records.
I lllill llil il|il il l||Il ilil lillll lil lill lili llll l?lil'?',,.,s..r J Fr.h.. Er.l.. co 3sa R IS.OO D 1t7,7?
Lj
L4;/).
('^
il
ll
it
lt
. n cod.d rr,........1-:.99....-....-..o'clocr..li....u., .......-..... 9l!pbq.r..1,...1976 ... . ... ...
S,:oa -"."""""'-.. _ 1]j.:-!!9
Tns Drm, xrdotur 30th &rorsepteober.rT6 l,Ol t h 6 @ lp^
bctro<r Rlchnond Aeeoclatee, a Colorado geoeral I partnerahlp I lTUt [oClIIflTtXf lTt
I oct t'ze
ot ilc | . l.rtL sSzrl .
cou||.' ol Eag]e rlld 6trtc ol coloddo, ot thc flitt Drrt, .!d I l"+-
vl1cor Propertlee, a Colorado joint venture I
oi tf. Coontt ol Eagle Dd Strt ot
I
Colorrdo, of lhc .dond Drrt:
WITNEBSETE, Thrt th. .dd }|rt y ol tI6 flttt F!t, to! rnd ln c{'liderition ol th. lum of
Four llllllon Four llundred Forty-fl.ve Thousand Five Hundred and no/100--- DoLLARS
to ih. 'r.td prrl y ot thc tlrrt prrt jr hud prid bt.dd Duty ot tlr r..ond rnrl, ll! rec.iJ't Fht.€ot is
. h.rcbt cont.|||d rbd |cbotl.dgtd, b|3 xnrtd, t tf.tn"a, irola end contcye4 lr|d bv these prsa!! do e6
I r.."f t tgtlr, ..11, coDtGt |Dd contttb, tnto fht dd Fny ol tDG .dond D.rt, hcirt !d urlinr loa'
I .'cr, rll tlc lollorla8 d-rlb.d lot I :(.IEcl of lrnd, dtur'-ci ltba |nd b.ln8 ttr th!
I
ColEt at EaSle .rd st^t oi Cololrdo, io tttl
I See Erhtbtt A sttached hereto a:rd by thls reference bade a ParL hercof.
TOGEISEB tL rD lDd itnF lt tlc hGtedttrEEt rd r!9urialDclt t5.nt LtonslDa, or tn rnrrlle
rlrt a'tdd!8, .bd thr Frcldor rnd rg"eltloDt, tt ddnd6 rd teEf,ind.r!, tttlt!" lssrer .nd Dmtitt ther€ol' lnd all
tb. ..t r.' rrsb! tltt., hr.!t6g dd.B rtd d.Etnd tbt o.v.t ol thc rdd prrV oi th. fir3t prrt,.ithcr ir l3w
o! Gqult', it, h &d tD thc rlcvc hqdncd pcolrcr, ;ltl tho hcndti!.Jl!. .Dd rppurtaanccr'
TO BAYE J|ND m EOLD thc rrld Dr!Et|a. rbov. b|rSth.d ud dlrctlH tith tho sppurten$c.!' uhto tht
.dd pr* 9 ot th. .ccoDd Drrt, f t ugIS€ itlS!&rt torrYlr. Ard tit lrid prrty of thc lirut D!rt,tor lud f , t c si$tffif,If;ili$*tfifl*tr&q!--d-" coYarrnt, sr t, baraain. ind ssrec to rnd
tith t!. rld D.rty ot thr t&and Frt, its SEfri$ttl5g"t, thrt.t th. tldc;t thF €n"alins rnd dtrlivrry
o! tL... Dr.|atb, lt ls vdl roi'd ol tlc ptm.hcr rbor. cotwryrd, |' ol 8ood, srre, perlEt, tlrsolule dnd
lnd.(..dbt. .rtrt ot hhcrlts.c, b hv, b tca rinplc |l|d ire flod rlght, tull potc! srd hwlul suthority
to sr$E brrgdr, t U rDd cony.y t}c trE! l.a Elt|E@ |tld lorm rr rfor:'|!d, rnd th.t thc armc are lree and .lcsr
' IroE dl toraGr &d 0tb.1 8raltt brlgrtl'|, t|la,ltco+ tuor,.r|r€rlocntr &d ancumbrenccs of whrtever kind ot
Drtltr Fcrlr. excegt Seneral ProPerEy tared and aaaeltaEentg for 1976 and subseqttent
yearg and except for eaaeoe[!8r reeErlctlve covenantar r18hts of u;l1'' antl rescrvr-
tlons of recold; those certaln Deeds of Truata and Eecurlty lnterests descrlb'.:d llrii
Exhtbt t B attached hereto rhleh party of the Eecond part aeaumee and agrees to li
pay except ae noced on Exhlblt B, and tho8e othet er<cePtLons descllbed 1n Exhiblt ll
C sttached hereto,
rnd i.bc rborr br4rir.d prcndlcr b tb. qdlt &d paacarblc Do.!.!ion ot tb! lrid Drrt y of tbo tecond p!rt' ll
Lta Euccessora tdr!d|'dS .ginrt dl .nd .r6rt partod or DaraoDr bwfullt cle.iEing or to clarm *o wlole ll
or |n p.rt tl.r..t, t!. dd DEty ol th. At|t Frt d!.ll &d FIll W.AXRANT AllD FoIIEVER DEFEND. ll
IN WfTNASS W:mAEOF, thc .dd D.dy d th! irti prn hr I hcrtrlhto &t 1 t s hrJd I I
.d -l l!. drt .!d t.|r fiirt |bot rrittc!"'I RIcHltoND ASSOCIATES, a Colorado ll I E3l.gl+-..p-.-IJ,l.?:.pItpt .-4 . rseerr Il l'" Zj/{24</./r7'74k/'""^,, ll | -1fi111ein"!: Bo{b-i i e Cdrieidl PdIff'TeY' ||- ;;;; l" .o"o*o, " ,J Er^,frrh!\ vFetx"l^3.-;;;, l;lis""J il
.,i11"'l'8if'y,1*-a cou,'tot Denver f .:. \k-.fr;.fii'fhiri.-tnttrubGnt w.r r.knorldgcd bclon nc tur 30th dry ol SePteuber, ll
c"Ye?f,-,t 9r. rl{4994. ! r- B9"i!, 9lq ,4rgl-9:,l'r:lg:!e r '.as General PartnerB of Rlchnondll
,"i \Utftltlf'+ f5",in g7*ri eai;er8li' - wh'D b' h!'rd $d otrrctir "!r' ||i. ^ ^ ;.': , v Y-
n;...Fg g;r$..io..i . a'a.u,ta.a .V'^'..{-+z-t tt,e./---='." ll
,;;; -. .i":iisi / ^ond''61k
tl
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il ''l/,i4,r,,,,ttr,t'1"
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llo. t|jl tltllNfi DllD-h tt-iriarL L-ra--Jirh{ hltsl (\ I.iqa tbt tb..t D-w. ootori& ?.ti
,s
EXHIBIT A
Atl of the buildings and inProvements located on the
following described real proPer ty:
I(IANDRA RDAL PROPERTY
A part of Lot L, Block 5E, VAIL VILLAGE PIRST FILING, County
of Eagle, state of colorado, more Particularly described as
follows:
' Com.rnencing at the most Southwesterly point of sard
Lot L; thence N 60'35100" E, and along the south-
erly line of said IJot L a dislance of 196'34 feet;
thence N 33"0{'00' E and along the South(:rIy lj.ne
of said Lot L !65.00 feett thence N 55008'28" vt' a ' distance of I35.65 feet; thence S 71o55'00" w, a
dj.stance of 89.5I feeti thence N 00o23'00" vl' a
distance ol I0?.20 feet to a poinL of inLersection
with the Northerly line of said Lot L; thence S
75o53rOO" l'1, and along said Northerly l'!ne 84'04
feet to a poinL of curve; thence alon<, 'r crr!
' the l-ef t having a radius of 20.00 feet, a (r(rrr-'tI
' angle of 76'16'00" an arc distance of 26.62 feet
to a point of langent; thence along said tangent '. and aiong the westerly line of said Lor L, s 00o
23'00" E, a distance of 208.89 feet to a Point of
curvei thence along said Westerly line and along a
curve to the left having a radius of 344'59 feet.
a centraL angle of 20'51'00", an arc distance of
L25.40 feett thence S 2I'14r00'E, a distance of
2L.77 feeti to the point of beginning'
TALISMAN REAIJ PROPERTY
A part of Lots L and K, Btock 5-E, VAIL VTLLAGL
FIhsT PTLING, county of Eagfe, state of colorado,
more particularly described as follows:
CoJrunencing at the nost .Southvresterly Point of said
Lot L; thence N 60035'00" E and along the South-
erly line of sa.id Lot L, 196.34 feet; tlr'rtI(rc N
33'b4'00' E and along the southerly line of said
Lot L, 155.00 feet to the true Point of beginning;
thence N 55008r28" li a distance of 135'66 feet;
thence N 47'12'34' t"l a distance of II6.94 feet;
thence N 75'53'00' E and along the Southerly line
of East Meadow Drive a distance of 12-95 fcet to a
point of curvet thence along said southerly line
and al-ong a curve to the right having a radius of
505, B? ftet, a central angle of 2]o32 r00", an arc
distance of 190.12 feet to a Point of tangent;
thence along said tangent and along said southerly
Iine S 82'35'00" E a distance of 27L 43 feet to a
point of curve; Lhence along a curve to-the right 'having a radius of 75'OO feet, a centraf an91e of
90020i06u, an arc distance of I18.25 f,eet to a
Doint of reverse culve; thence along a curve to
r#'
I
l,p
I
I
I
,ffii.
'the teft having a radius of 170.00 feet, a central
angle of 24'5I'26', an arc distance of 73'75 feet;
thence s 67oL5'27* w a distance of 92'81 feet t.r a
poinl of intersection with the southwesterly line
of said Lot K; lhence N 50"24'00" W and along
said Southwesterly tine a distance of 58.00 feet;
thence N l',1 and along said southwesterl-y
Line a distance of 12?.00 feet to the Soulhwcst
corne! of said Lot K: thence s 69"50'00" !l and
along the Southerly line of said Lot L a distance
of I02.50 feet to the true point of begrnnrng.
TRIANGUIAR PARCEL
A pATt of Lot L, BIocK 5-E' VAIL VILI,AGE FIRST FILING,
county of Eagle, State of Colorado, a subdivision filed
under Reception No. 9638I, in Book 174 at Page l'79 of the
Eag1e CounLy, Colorado Clerk and Recorders records, said
tract being more particularl.y described as fol.lows:
Beginning at the most Souchwesterly co!:r\cr 'ri Lot !. Block 5-E, VAIL VILLAGE FIRs'l' ]'.tt.,lllc ;
thence along the foltovring tiro courses along the
southerly boundary of '-ot L: (1) N 60'35'00" E a
distance of 196,34 feett (2) N 33o04'00" E a
discance of 155.00 feet; thence N 55'08r28" W a
distance of 135.66 feet to the TRUE POINT OF
BEGINNING; thence S 71c55'00' W a distance of
89.51 feet; thcnce N 0'23'00' W a di'stance of
107.20 feet to a point on the Soucherly liigh!-of-
way }ine of East Meadow Drive; thence s 47o12'27"
E a distance of 116.94 feet !o the TRUE POINT oF
BEGINNING, containing 4572 square feet or .L05
acres, mere or less.
l*
EXHIBIT B
EXISTING NOTES, DEEDS OF TRUST, SECURITY AGREE}IENTS AND
FINANCING STATI]MtrNTS
l. The Promissory Note dated .Tune 5, 1975, by Richmond to
Franklin FederaL Savings and Loan Association of Richmond in
the original principal amount of $1,790.000 bearing intercsL
at the rate of 9-I/21 per annum, payable in mgnLhly install-
ments of $15,639.23 on the fifth day of each and every
month, \,rith the entire indebtedness finally due and payable
on June 5, 2000. The NoLe is secufed by a Deed of Trust
from Richnond to the Public Trustee of the County of Eagle.
state of colorado, encumbering the Kj-andra ReaI Property,
tbe Deed of Trust being dated June 5, 1975. and recorded
June 16' 1975, in Book 240 at Page 361 in the records of the
office of the cl.erk and Recorder of Eag]-e County, colorado.
This.Note is also secured by a Security Agreemenl. i-ro!.]
Richmond to Franklin Federal Savinqs and Loan Associ.rL j,,rlrI
Richmond, dated as evidenced by .r Finan-
cing statement filed in the office
of the Secretary of State of coLorado under Filing No.
_ and a Financing statenent filed ,lune 161 1975, in the
office of the clerk and Recorder of Eagle county, colorado
unaler File No. 4808, the Securitl' Agreement encumbering all
or part of the Kiandra Pelsonal Property.
2. The Deed of Trust NoLe dated March 31, 1971, from
Rumford-Nottingham and Assocj,ates payable to the order of
Columbia Savings and Loan Association in the orlginal prin-
cipal amount of S650,000, bearing interest at the late of 9?
per annum, payable in monthly installrnents of 55,662.70 on
the first day of each month with the final paymenl due and
PayabLe on . This Not.e is secured
by a Deed offiingham and Associates to
the Public Trustee of the County of Ea91e, State of colo-
rado, encurnberj-ng the TalisrRan Real Property, except that portion of the Talisman Real. Property which constitutes the
Talisman Condominium site, said Deed of Trust being dated
september 2, L97I, and recorded Sebtember 17, 1971, in
Book 221 at Page 7l-6 in the records of lhe office of bhe
Clerk and Recorder of Eagle County, Colorado. Sir i l i.l,)l,r ;,Drl
il€a{i sf TrusE hdvc Lrucn tnodifrud by 11 NuLrj tlilrJ r-',-.:,{ ,,i 'rrusi.tlodification Agreement dated July 23, !973, betvJeen Richmond'
VaiI ,Associates, Inc. and Coj.unbia savings and l,oan Associa-
tion. Said Note is also sedured by a Security AgreemcnL
dated by Rumford-Nott ingham and Asso-
ciates-T6--d6TG6iE-SEiffis and Loan Association. encumbering
al.L or part of the Talisnan Personal Propelly as evidenced
by a Financing Statenent filed i.n the
office of the secretary of s tatE-ET--d6T6EEdo-lide r FiIe No.
and a Financinq Statement filed
in--EE-e--6f?ice of the cterl. and Recorder of EEETe-eounty,-
Colorado, under FiIe No.
NC||IE: Heizer Corporation shall not be personally liable nor
6hal.1 recourse be taken againEt Heizer Corporation I
regardinq the above describeal Notes, Deeds of Trust
and security interests, by virtue of the assumption . of such obligations by Vilcor Properties.
I
1.
EXHIBIT C
EIICUMBRANCES AND OTIIER MATTERS AFPECTING TITIE
The Long Terrn Ground Lease. dated July 15. 1968,. fron Vail Associates, Inc,, to Rumford-llott ing han and Asso-ciates, covering a portion of the Talisman Real Property,
as merged within and amended by the ],ong Term cround
Lease described in paragraph 2 beLow.
The Long Term Ground Lease dated June 24, 1970, lictwcen vail Associates, Inc., and Runford-Nott inghan and Asso-ciates, covering aII of the Talisman Real Property and
including eight Appendices. as amended by the following
amendrnents. supplements or modifications: a IeLLer
agreement dated July 20, f973, between vail Associates'
Inc. . and Richrnond nodifying Appendj.x 4 of the Lonq ]'ct.Fr
cround Lease.
The TaI j.sman Condominium Declaration recorded December 30,
1970, in Book 2L9 at Page 417 in the records of the office
of the clerk and Recorder of Eagle County, Colorado.
4. The Talisman Condoniniurn Map recorded Decetnber 30, 1970,
in Book 219 at Page 418 j-n the aforesaid records.
The Protective Covenants of Vail VilJ.age, First fiIing'
dated August 4, L962, and recorded August I0. 1.952, in
Book I74 at Page 179 in the aforesaid records.
The Covenants recorded September 25, Lg64, in Book 183 at
Page 451 in the aforesaid records, which limit Lhe use of.
certain real property Lrith respect to the use of such property for the operation of gasoline service sLations.
3.
6.
1:
7. The
and
Plat of vaiL village, First Filing, and easements
matters reflected Lhereon.
8. Sixteen (I6) Master Subleases by Rurnf ord -NoLl ing han and
Associates as sublessor to the lessees of units in the
Talisnan condoniniums r rnore particularly described in '' Scbedule I.
9: TnE e8rrm8rEiel silasE LESscE Est 8uL lll g8lrsdul" t.l .
10. The contracts set out in Schedule rrt.
II. Any roon reservation comitments for the l(iandra Lodqe
or the Talisman Lodge for which deposits have been
received and paid over or credi.ted to Propertj"es.
L2. Each and every right or rights of access to and from any
part of East Meadovr Drive, from and to any Part of-the
iubject Property abutting uPon said East Meaqo!, Drive'
Any right of ingress or egress by owners of units in Lhe
T;Iisman Condorniniums over aDd across Bubject ProPerty'
i
Or SCHEDULE I
CONDOMINIUI.l SUBIBASES
sixteen (16) Master subleases, by Runford- No L tingham
and, Associates to the lessees 6et out below, each for an
undivided one-sixteenth leasehold interest in and to the real
property descrlbed as f ollotts I
A part of LotE ! and K, Dlock 5-E, Vaj.I Village
First Filing' county of Eagle, State of col-orado,
. more particularly described as follows:
Comrnencing at the most Southtnresterly Point of said
Lot L; thence N.'60035'00" E' and along the south-
erly line of said Lot 1, a distance of 195.34 feett
thence N. 33004r00" E. and along the Southerly
line of said Lot L a distance of 155.00 {eet to
the true point of begi-nning; thence N. 55"08r28"
w. a distance of l2o'oo feett thence N. 34'5I'32"
E. a distance of 97.46 feeti thence S. 82'35'00"
E. a distance of I42.0I feet; thence S- 23o54'38"
E. a distance of 86.00 ieet; thence S. 56'05r22'
W. a distance of 40.15 feet to the southeasLerly
cor:ner of said Lot !; thence s. 69'50'00" w. and
along the south line of said Lot L a distance of
102.50 feet to the true Point of beginning; con-
taining 22rI75 square feet or 0.509 acres, more or
Iess;
together with:
An access easement 30.00 feet in widLh across a
palt of Lot !, BLock 5-E.'vail village First ' riling, county of Eagle, state of colorado' the
centerline of which is described as foll' 'r
Commencing at the most Southweseerly point of said
Lot Li thence N. 60o35'00" r. and along the South-
erly line of said Lot I,, 196.34 feet; thencc ll'
33'b4'00" E. and along said souuherly line r65'00
feet; thence N. 55'08'28" w.. 120.00 feeL; Lhence
N. 34"5Ir32' 8.,9'1 .46 feet; thence S, 82o35'00'
E., 15.00 feet to the point of beginning; thence
on an angl.e to the left of 90o00r00", 35'00 feel
to the point of terminus, said point being in thc
right of ttay of East Meadow Drive.
The sixteen Master Subleases are made applicable
to individual. condominium units as follows:
t.
Unit No.
101
r02
r03
. 104
20r
22t-962
22A-209
230-LI2
220-!r6
220-91
ZJU-IJ
220-630
2r9-97 s
219-97 7
22 0-201
220-208
220-204
220-205
220-304
220-305
220-9 4
220-95
220-29
220-30
220-L9B
220-200
zzu-b l>
220-27
Recorded at the be J.o!,
Book and Page in tbe
Records of the C lerk
and Recorder of Eag le
county, Colorado Lessee (s )
Jack M. Robeltson
Edvrard R. Gleason
Barbara C. Gleason WiIIiam B. Meanwel,l
Alyce M. Meanwell
,
William B. Meanwell
Alyce M. Meanwe lI
Maulice M. Nottingham
Nancy W, Nottingham
Jane Pettenger Gi IL
Burtis it. Dolan,.Ir.
George H. Shaffer
Ro]and Nobis and
Rosmarie Nobis
Enda Anthony Coogan Elizabeth Coogan
Jack Rust Crosby
Joanne Crosby
Herbert Glazer
Sharon cLazer
williarn M. weaver, Jr,
John H. Davis, ilr.
d. ar.r, i"is.r
Laura B. Zeigel
Charles
',.
Robinson
Bobbie sue Robinson
Robert D. Hodes
-l
4.
6. 202
7. 203
o
1r.
12.
l-1.
't1
14.
I5.
t D.
204
z9)
?n1
302
Jl,t
'a'I
304
JU'
JUO
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I
SCHEDULE II
COMMERCIAL SPACD LEASES
1. The lease dated october 8, 1971, by Richmond to Kancola,Inc. for the Bully flf restaurant located in Kiandra Lodge. as modified by the Notice of fntention. to Extend Lease, dared
June 17, 1976, given by XancoLa, Inc. to Richmond.
2, The Agreenent dated October I, 1972, by Richrnond nith
Images Unlimited, a partnership of Jeffrey Nj.choll.s and Robert Humphrey, for the leasing of space located in the Kiandra Lodge for operation of a photo-plocess ing dark room,as modified by verbal agreements between the same parties
extending the term of said Agreement to October I, 1976.
3. The IJease datbd April L'l ,I972, by Rumf ord-Norrin9lr,r,,,
and Associates to Ichiban at VaiI, Inc. for resLaurat)L :,t..,,...
Iocated in the Talisman Lodge, togelher witb the Addendun
between th€ same parties. dated April L7, L972, to said
Lease. and together r,t'ith che letter agleement dated March 26, 19751 by Richmond Associ.ates with lchiban at VaiI, Inc.further modifying said Leas e.
4. The Agreenent daLed Novernber 1. 1973, by Richmond trith
Mallory L. Nottingham, doing business as Blossoms 6 Dric-a-
Brac, for the ]easing of space located in the Talisman Lodge
for operation of a flower shop. as modified by a letLer
dated July Il-, I9?5, from Rj.chmond to l.lallory L. Nottingharn
approving the assignment of Nottinghamrs interest under said
Agreenent to Herman T. Kuehn.
5, The Lease dated Septernltrer I. I9'12, by Rumford -Notti ngham
and Associates to David A, Pratt and Diana J. Pratt, doing
business as the Tannery, for space ]ocated in the Talisman
Lodge for use as a retail shop, as modified by the Lease
Anendment dated May 22, 1974. betlreen Richmond and David A.Pratt and Diana J. Pratt, doing business as the Tannery,
notu.fying said Lease.
6. The Lease dated Septenber I, l9'12 ' b)' Rurnf or(l- ll, l i i !)qlrnln
nn.l Asioci:rl.'s to 'lo\frj llnl.'lctl: .rrrd ll.h.rl 'r ll.r' I 1 and AssociaLe6 Lo .l,ove llonlet L atrd Robc!t' S. lio'nlcl-1, {I,J.u,9
business as Skandia Imports, for space localed in thc
Talis{Ilan lodge for use as a clothing and gife shop, as modi-
fied by the Lease Anendment dated May 22, L974, betl',cen
Richmond and Tove Howlett and Robert S. llore.l-ett. doing
business as Skandia Imports, nodifying said Lease.
7. The Lease Agreement dated December 23, L975, by Richmond
vJith William B. Bower for the leasing of restaurant and bar
space in th€ Talisman Lodge, which Lease Agreement shall be
cancelable and terminable by Propelties, at its option, at
any time.at or after the closing.
i
SCHEDULE
CONTRACTS
Sixteen (I6) identical written Rental Mhnag.ment
Agreement,s were inl.tially entered into betr.reen Runford-
Nottingham and A66ociates, doing buslness as The Talisman
Lodge, and each of the 16 lesiees under the Condominium
Subleaaes, as set ouc in Scbedule I above. Each such written
Agreement is terminable Uy either party thereto, without
cause' upon thirty (30) days wriLten notice of suclr Lur;r'j.r'..r.
tion. AII of said written Agreements have been nodified and
partiall,y superseded by verbal. agreenents between Richmond
and the 16 current lessees und.er the Condominium Subleases.
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TOIVN OF VAll, I Colorado
munldpxrfrporatton
,,H./n//&.//a
Rondall V. FhilllPe. /-?dl'rd M|,rEgor
AfiEST:
sv,JLNBE-|--W
ua(nss. Hlock0r, Town cl6r8
SONNENALP PROPERTIES, INC.
Ar 'IK sy,---&-EL---
Ptosidetl
AITEST:
ro
FIFELANE EASCI.TENI
ASAEENE!I,
-
TH1S AGREEMENT ls msdo on M4^2, to r.tqr, . bspe6n Sonnonalp Plopsdl€s, InC.
-(kno..yn ss tio Grantot) and lho To\Yr ol Vaul. a Colorado munlcipat corporatjon (Gmqlco)'
WHEREAS, tio GrJntor lS lhe leo ownor ol csdah .tal oslato local8d In tho Torvn ol vgll
Colotado, whlch tnclud0s a ponon tolc.tcd lo horoin ns lho Easomonli and 3 i *i
w1{EREAS, tho Torvo \./ishos lo oblaln a llro tano Ingrsss ard o'ross easomsntto 0nable fi.o sarety ib
oqulpmonl to proporly sorvlco tho propeny orYncd by ihe Grantor; and ! i IS
U,ltIEREAS. tio crantor hirs dolcrmincd that it ls In hls bosl ht0rost lo oranl ths ToYn a firo lans F d
T!oosomont. I t \
NOW.II|EFEFOR€. tn consld0{atiol ot tho lorcooh!, ll€ pa(res mu[tally agree as follov/st 3 o FIL
1. GtDnlor ho?cbt 0tantsand coivoys to thg To"rn q gclgotlal sasomont as 'loalgnrrod nn frn Js-\--
q
aito maD ot Sonnonarp proporlles. tnc. alladed horoio as Erhilit A and lncorDorsied lnto (h!9 AglgomBnl B;l{,.
b, rot6.onco. i:g-';
2. Ths sasomont ls ora rd tor lhe purposos ot lnQress and elross by lho Town olVsllntoutd ff Il
laloty cqslpmonl only. In addi$on, llo Totvn shaD have tho dght lo posl signs as necossary, norytng lne F '
gonsrat pubiio ol lho oxtste'oa ol a li.o tans End orohiDiutq parklng ln ths
'l'f|
lina 4as44anl tru!!3r-**$
To$n ol Vajl 6hafl nsvo tho tight to enlorc€ lts parldtg la\',s uDon Uo oasomenl'
3. Granlor ros€rves lho riqht to uso sasomcnt ptontlsos to sny mannsr rvhldl do€s not lniaddo
wtlh lho dohts orsntod ths toYn hercln to uso tho oascmcnt as a tirs lara'
4. Sholld $o To'.'/n sbsndon tho uso ot 0lo oasem€nl lorafiro tano'lt shail tovsrl ltnmedal'ly
lhs Grantor,
g- Gtantor horoby lrarranls and rop.osonls that ho has tjtta to tha eassmsnt &nd hag lho poJtt
mnvoy lhlg casononl lo tno Towa.
L Thts sasomsot 6hell run with lhs latrd 8nd siailb€ bindinl upon 8nd Inura to iho bon8ft ol
tho parfisg,lholt hous, ol6sJlivog, adrntnlsltalors, suc4ossorg, Sssl0ns ond lcgal repressntawog'
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BAVABT4 HAUS
Vail, Colorado /onnenolp
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.r7nJ."-l g-ss" F-or.r r.re.,: q, o-- ,--- ru r(i / L-rt- Jo JOHNNETTE p/,rLLrps FAGLT t_1i, vrr (.1 a,ri ,
' .:j. irrri,5
,*,
R6c D.lc 50.Oo o- oo
grrFBggErar
if,8RBrs, sonnenalp ia tha succclsor to lNrlord-Lottltqblr
l8aoclateE, a eolorrdo litdted Partnorshlp (inNri), !t l..r.o ' ut|ila! r crourd IFaEB dateil Junq ll' 1970, and re€orded }u$r.g ?'t97o, tn B.oX Zr0 at Pag€ 409 ln trbe Olllce ot the cl.crk rrd 'hcord.r. &91. county, cololailo (tb. iclourat llarar). Tbr
oround LGas. Lrcorlrorataa palts ot l.oto L ard B, Bloclc 5-lr vell Yl.llrga, Plrat ltltng, aagla county, Colorldo, ra rolo fully d.rcl!.d t$ct.ln (th6 rtall3lan Eoprrtyr) .
' t|ltena, Sonlanrlp har guccrrihd to tha lfit.E€st of ltHA a-
- . ..-.='Al:r:rr .'i ttta lal l-r1a! Propcrty nnifal cett ID aUblcaaes ;--
corrrlng rlrtron aclrarata icstacd:tlal. c-oiraorlnl'u.r ud.tc eqrrtrtng tb. |Iall,lDr| condorlEl,u.ls- tbs osneta of tuch cordchfi.rr unLtr ato t!| eulrcRt rubleBEees untler sucib
3llblc8rcs (ltrcl?lilur11y, !-E tornrrr, collectlvaly, thr tQD.ra')
lfnllg, t!! lrso,clation Eaa orgulsod to r€pr.tarrt taa Oirl.fl lnd ov.rrsr thg adrlllBtrrtLoa ot Drs lrll.cran condalnlurr F,utiuarrt to tbo conalorlnlu! D€cluctlon tGcord.d D.c{D.! 30, 19?0 la sook ?19 at Pago .ll? I'| thr olflca o! tia j
clrrt lnal Sccold€t, Eaglr county, colorrdlo, and th. ptovlrton|
of tDr lrtlclt' ot tncorDoratlon lnd Byllrr ol tbo Araoolrtlon.
-' 'rol 'imrroni,- t':r-
'coniicirrat{on of the lbrcgnlng aii{r tl16
-_. rftual ptcdrqr coatalnod hrroln, th. Dartr.e6 hc!6to heroby
aqEce !a tolloss!
t. E FnoErlp Llcent.. :8b. Arsoclrtlon beteby gtatfts to
8onn.nalp a nonctclullv6 Liccnrr, attcctlvc on tJ06 dato hclaot,
-1-
rofsrc.!
IGRFFT{BNT
rErs AoRBEEllr date.l tila ll*a.y ot lltrla' t lee2,.1r by
and cJrong som{allAlP P&oPEItFIBS, INc., a cololado corporltlon
(r$oDncnalDr), and TALISXIN CSNmUINnn ISSOCIATIOII' a colorrdlo
nonprotlt corporatlon (ths nABsoolatlon').
rElRElS, a portlon o! tIG fallsran Prop.rty 16 dcll.laal lo.ura lTr SobDanllp fgr pafhlng, lngrea' and cgr€aB purpor.s rtd tlll &aoc{rtlott It rllltng to provld! sonnlralp a llcarrs
Fnttttng ruch ut. la arcbang. for a llc.nrr lror Sontlanilp p.Irlttlng ttrs A$oslatlon s Bbtlar uss ol certaln prop€ft:ir
ovnrd !y goDrcralp,
flElRzf,8, SoDn.Ealp and the Aaaoclatlon sisb to cl8rify cst:tn oth.r: uttGra lJl thclr lutual. r.lrtlon8blpa,
47 8t2t - 1992.001
dTaJ.rJ A-sa? p-o.lc oc",.J o..'q-- J-r..15 F.i _. oF lo
to ur. ccrtALE tGaI
r.ttbtt B-f lnd Eract B-2 oD
to us6 cortaltr rrll Droperty located tD tha county of Bagls,strt. ot colorado rnd Eore ful ll' d€Scrlb€d aB fEast A on Erblblt
A attacbcd her€to and lncorporatetl hsr€ln end approxltlrt€ly
r6ptaBehted rs |ract A on Exhi.blt c attached hrrato lhd
lncoltlolated h.t.r.tr (rltact' An), tot pnrpoasr ol Darklng,lngrrct! and aEtals by guests, elployeas and ounsrr ot Sonnrnalp
anO !.!vloa vchlolaB oarvlng Somonrlp. Notultbrtlndlr|g th tongolng ,.t lt lgr€cit tbrt no parhhg shall b. rllov.d sltltn
=*t-{*O#ts ol. tle. seul-!:!io- b.rder a! TraqLl-==_
a. frUtlll| Llccna.. Sonnlnalp b€rclry graDtr to t!.Alloclltlon ar axclullva l,lcsnBo, aflectlve on th! dlat. hrr.ol,to ur. ccrtaLE rcal Drollelbt locat€d Ln tbe eourrty ol !tagl., i-6t!ta ol coloraalo ard ror€ fully alascrl!€al as :ttact B-l on &tDlt A-l lnd Sract B-2 oD &.hlJrlt B-2 both attach.d hlr.to |trd lnco4rorrt al hGr.ln and approxlratoly t.prc!.nt.d |r trst A-t rDd trsct'B-e on Eblnlt c attachcd her.to .nd lnco4rorat il
lrltan coidorlnlurr. {I?act .t and ar.ct a roJEii? iil ' - -:
='- *RtCrnrrf fr-ririi= i -SorrEeDalp 6siatl=€- 'Llc3ncast-{*lt!.:€qE .to t!.ct l ard. r&LcGosor. ulth lc3pect' to Tract Et tD..
bataltl (rsaqt E ), lor Durposes ot It€lara end qroe
anal arla
to t!.ct l and. rllcGosor' ulth lc3pect' to Tract Ei tD..l|tclrtlor ratlnr rllc.naeG. 91tb rcgt)cct to fract ! anal I rElo.t&r. rttb ra.p.ct to 1tact A.)
3. Irdfcrplna. A11 laDttsoaplng vltb'.h t!. trllolD pso?.rq' rld th. talllrrrn, r licanred pr.rlase slU b.duxnalq|.d, plann at and deelgleal by ths Sauaralr. sonn. Ip
balaDlt qEaaa to lrlrlcr€lt and cortrlatG !t lta aolo cort ltd .q|.nta rU lrtdrclplng ublcb bordlrr t!6 aoutb boulatary llD. o!lEact I rDd tDa nortb aDll r.rt Douralrry llr:ar ot trlst l-1.
a. lcc.r. Ltoe!,{c. BoDneDalp bereby gEahta to tD!trroclrtl.on a mnrrclurLva accct! l,lccnr., cffcctlv! on tba dlta b.a.ol. to uL thor. gortlons of lltrct A ard c.rtlln r.!1
FoFrty otJrr d DCr Sonn.nqtp .nil coqrr!.lng.ltr Darl3&|g lot to rccaar V!11 Eoad tg and tror tDosa tloatlonr o! thc Trllrran Fog.rty totrlrry a garklng ar.a. Ii aititltlon, th. Eonn. lp, rt Itr 61as!.tlon, grub ta t!. lrsochtton a noD.rclu.iva acc..t Llc.tla to rccara Blat llardoe Drlva ea.t ot th. r.rtrlqtad
D.da.trhn Dortlon ot rald dalv. or t!..!|t rn rntraacc/rrlt ol tD. trfur CDal.t .rrt ot tDr r.ttrlct.d pad.rtrlrn portloD ol Lrt t r6ou Drlva, to rntt fEor th. Dartltrg alEc.r on t!.Eirlll!lllr tloparty tonlng th. rr.r aglrroxlDt.ty raDtercntad !t :-.e=ii'.C.Eir E''iiilblt - C Ettrcbed.har-rto ard tncot:por.tco h!s.l$, _
- --.-3- -Gat-E a,'ia- glalls. lh3 t3:cclrtlon ls hcrcby p*altte4 to
con gnrst rtral rrlhtrln control gatar lnd rrallr on Droparty to
SKLD sI/i 10.11.32.15 EG 47A!2t-!992.002' --
4 t 7Bl2l 8-582 P-Ol4 O6,t')O/e? r2:15 FG 'i tfF lO
rblch the Eallsean bas tbs rlght of posseBslon 1n ordor to
cordon otf the tallBEan Darklng atea at lte eole cost ard
6rp6na6 anrl vlthln tta BolE dl6c!st1oD, pEovlded th.36 Eatoa do
not Lnt.ttcro vlth tbo llcsns€B gtantaal to EonnenalP.
6. €D!f. llhc laaoolatlon lB h€teby paraltted to conatruct
lnd r!tn!!tn r Ep! along tho Bouth-raat bounahrlt ol tba TrlL rn
=-!a€i;€Eta,-=crrg-ta 3es+_-l4i_ :rd E+lhtrln '' gat4 j!4JalllE:
guriou.ndlng aucb Bpai provliteil, bou€v€t, Somer.IP shall have
th. rlgbt to tavleu th! rrcblteqtutal planq for suctr
conttrustlon and to apProva sueb plara, utlch aPproval tlU b€
provtdrd tD rn GrF.dtttoua rarn6r and rDlc'b sl'll not Da
unroatoDlDlY rf tlthald.
?. Llc.nrcr not $ Lcr.a"o. NO ,.eqAl tltlq, Gassrant o! 9g 1c-asao:id-fiTEEilTi@-property oi- appurtdirarccr tbctcto H abll ba daatad or congtrued to bava bceD created or vartd lD a )___|[g_p!Ity Dg_rn\rtElnq co"t"jl9n !"t9fp.
a. tilntFancr. Llc€la€s sha11 ba t€sPollslbl tor tlra crta " -- t
- - lrld rairli-er.ar':; oi ^*.l€ rceE€€tl'ic rlcertg€4 EeEtsea_4tslng thi:-
rt&ctlvene!! ot tbe llc€rae, Lrcludhg, ulthout llritatlon, thr
u*..p ot th. pav.r.nt, groun{8, IanflBclplDg and surb!g..
Llcsirc rbrll ragtl,r at lts to16 cost and GxIt€ns. rDy daraga to
or Cstructlon of thr Dlc.nseit Pt€rLss8 ocerrElng itutl't|g tbc
att*tivrDart ol tbc Ltcanae.
9. IgrlD*&I-ojl.&rsenrg. Th€ lrlceDsea granteo Durlu lt
to S.gblon| 1' 2 rtfd I abova lball b€ tslrLDateil uPon tb.
corrneoant ol cDnlt3uctloB by sonne,lrlP of aJry aubtcrrltttrn prltq grra(F or otbGr .tructuro a$d tollol-lrrt nln ly (9o) dayt
ulltt a notlcr to tbc AssoclatloD. llle cflect ol sucb
tarrtEtlon .bqtl lncludc tbr louoylrg:
(r) Ll,ca .. tball rbulton the Llc6nted Ecrlsrs lnd
f.lernror ray aa.$tar tald p!€rlBet, taka Pqraartlon thalaot
urd Drav.nt th. lurther uaa tlleJieol by l,lc€naas.
(b) It tr tb. d.rb. ol botb parttot tbat ttatllc o! t!.
alat-uaat dtlva, locatad routb ol Ealt lleador Dr1v9 on
Dlop.aty ovn.d by goraGnalp, be ltdtcil to uttllty vrblclea ttr farllhE goodr, producta rnil gueatr bGtYGon tht tYo
Sonnar|'lp hotal. lnd toP erGxafcnc' !@.rt PuiPot.t. Botb p.rtttt igt.. to n.gotlat ln gooC lltth fur ord.r to
'. - E{iF9l trh tha.alflts .tabl pu4css !o tlrt th! 4tlrlt and..[btrnc. ol .rld drlv. vlll b. colpatlblo ultb thc aplrlt ' -irji tibl8ae. ot tha D.tlc3t8lan enll ultb t$lcb lt rung prrall.l.
(c) th. ltroolatloD rhall havr tb. Elght to bullal lts or'B
faihlnq grrags l,n conjunctton |'lth gonneralP'a parklng
-3-
4'78!21-1992.003 SKLD SW 1n I1 -11 1(EG
4781?J E-58,' p-OJ4 od,.ir o,'e: J:.'Js FG d DF J
V glrago plars. In such avant, Son]lonalp rlu grrnt an aco.rr arr.l.nt to tlo f,r8oclitlon, rnd Eilt pcnlt ttr. A.roohtl.on to bu1l,O an entranco/exlt to tho lallcrnn patklng grrrE.
througb the sonn.nalD parklng garago, Dr.turably .uch or!!r.nt ylU Ftrtt accsas to !$d ltot voll nord to tD.Iallelln parlclnE grraga. In addltlon, th. sonn.nrlD rDrll gro.nt to t}l6 lrroctatlon !n Gaasr.nt tor accaar to iDal trEr
-
if, r-r-ru.Er-ac! I'aEiiifi gr-EI.€ a. -o._-tis-ta l. |,fi c@ aar.lant vlll Dcrrlt acclss to and frol EElt [.ador Dtly..rat o! tbr rltrtctrd por"tlon ot rrld dFlv. r! r locrtloa to h rutur:,ly detenlnld Dy ths l|rttl€r h.r.to. :
(d) In th. .v.nt that tDs Asrochtlon d.orB not rlrct to lilllal ! Frt'.ng garaEe ln eonJuEstlon yltb, Eonranlp,Sol|lqrrlp rblU gtlnt to thr As3oclatlon rn armnt tc acc.lr to dnd lror tnc porlhg araar ol It'. IallJrrn Cotrdtlnlrr to lBrrt Haldou Drlv6 aart ol t.b. rtrtrlctrd
- 11._ _L6 !rtvr!- el:Rl_ght.. 8y Gr.cutlng tbl't AEr.!r.nt, tha Esaclqtlon t! !'ot ualvLEg r.Ey rtgDtr tt !6y hiv. Fur.urnt to ._::= -: g|i€ttfij|EE:,LEtEr. ti, g=rtsr oi rgie.. as- €,naiie6 fui rfr: lurn of...vrtl.
12. E.ttlrr, &:rlrrnt and Ar:ndIntr. |!hlr Agrarraat conlrlna !+a-antlEr agE..rrDt batraan tha Dlrtl.r h.r.to rnd r|y not b. rodltl.d la-rny trnn.r .xc.Dt by rn lnrtrqr.nt ln stltlnt .19rad by ttrr Drrtlar h.r.to.
tbrll al.o br tcnlnatrlt upon nlnaty (9Ol day! vrl,ttan notlc. !e =Sann naID. It crn only Dg trrrLnatrd for ti. purDoaa o!c--.c-at ot coDrtfuctlon try t!. lrlo€Iatlor| of lny tr.tllry g.r!q! o! oth.r .tlrrcturq- ma atlcqt ol rntch trr|lart-lon rhill :llolln tD. fol-loJlng
(r, tricfir.. rDall aD.ndon ths t tcaEed pr.rlr.. .nA l.lcouor rry taantar ralil prarlset, tr.k poti||rlon t}.rao!rId D!.vant tlr tulthGt u66 ttrarco! by &lcrnr... {
(D) Sonn nllp .brU gtsnt to tba llrosJ,ltlon an .!ro.at lor a@arr to lDd troD thr Frltfuif rr.!r ot lD. flllEa|r gordt rtnltnr to clthGr Vatl'Road ;r to !a!t lt.adsy Drhra ..at of tlr netrl,ctrd Dad.rtll$ porll,on ol ra16 drlv. lt r locatlon to b. rtttult ly datar:rln.d Dy tha partl.r barato.
10. ld.6.!rt to Coop.ratG. BonfiantlD anil tbt lragolrtton !.r.qr .ech rEt.. to coot'.rrt. ln croulng thr approvrt ot tblr |{r.o.nt Dry th. lovn ol Vall Plrc Dcpartnat .ra th. Iotr'' ot Y.11.
SKLD SW 10.11.32.15 EC 478727-7992.OO4
13. Eltect ot tlcadlng!. '!hs gectl.on headlnge arc IngGrtcd
only tor convanlent reference and do not daflne, I$!1t or
prc-crlbc tha rco;rc ol thle Agteeaant.
It. cotarnlnc Inrr. Ihls ^LgEeeuBnt ehal'I be governed by andl
conrtrucd undcr Colorado tau.
tE==-rl!g-ll--qf-tee-Esisncs,'- -Ilue tg- ot-the e,gg=gqe.g $ tr-t!-.:-
frriionlnEGf-ilf tcna anil condltlond of ffi'fd-f,Er,E6imE;
16. aurvlvtl ot AqfGGrent. Thle Agtee!€nt shau b blndhE
rDaf rhrll rr:rin fn full toiiE and sffect untll tetrlnat d uPon
ttr rsrcsa tena beraot anO lts valtdlty and effect EDlll not - -
be affictoa b'y the to:rlnation of ttre Grorrnd I€aee or otbrwlr.
llllcllTlD ar of tha datc flrst aet fortb abov8.
-:!=
l,,- -.-
soxl{ElllP PnoPEnCrrSr lllc. r
a Culorado cortrnratlon
ASS0CIAEIOX3
trAlrglilll colfDol|Irrmr
AESOClf,SIOll, a eoloraalo nonprolit corporatlon
8y:0,^
SONilBNAITP:
P-Ot4 Oi/|O/FZ tZ:!s 9CsDFtO
tt lac|llrt
SKLD SW 10.11 .32 .15 EG 478r2r-1992.OO5
-5-
STATE OF COLORADO )) ss:
COT'NTY OF EAGLE )
. The foreggins instrument was acknowledged before ne thie
ffe';; Zi--il7-,,"r1-. , Lssz, by Johannes Faessler as President
of sonnenarp nro!ffit, rnc., i cotorado corporation' on beharf
of Euch corPoration.
'"rwitness my hand and official seal'
Notary @ublic
l,ty comnlsslon exPirea: y''r' 7s
Anos Kaninski as President
i.rflii"-i"iiffiffi'lssociation, a colorado nonprofit
"oip"ii[i"", on behalf of such corporation'
tlitness nY
(Notarial seal)
hand and officlal e?al,..
this of
expires: \S-Q.-\
-J '.:iJ, j i'
l.ty connrission
lagretal7
P. o{o
tn
*,,r,r:-ol"o j:?r and,o,croga a po-rtLon of Lot D, Block 5-81 vall $ylllago, t rl6t, Ftllnq. Town of- Vall, Bagle Countli-; Colorodo, !eccording to the lrap elproved on-e eugu'et -is'6f ana cd6rOed f;-thi i r
!3glp qglnty Recgri! a!-Receptioa xuot# soisz. - 6;ltti;;;;r;i;;; g
lli-_l9gl3g" co^nt_lilnld heretn baeed on a beorlng o! 8.28.{0ir5;H; .ir.
DCEB.c!, ths ho6t FcEtcrly carner of thc EeliEnan; accordlug to tbo d!
S::$p*ll11.u_"9-tlrgroof -recorded in,8;ok alt-iE rhge lr-s- oi ifli ],EaEn co'qlJy- -Records qr Receptio! Nulrbe.r 11s0{2, a flund co"crili o -==+:s-;!-<::.:=!'e+.R €t EE}ra+!g -l€93te;3 =ea-_l;,ccFl.:l*=ca3:=:\thr lort 8_6uthsort.!ly coraai or siia r.ot i, " f f/er afaiciiii -;i.
- 4!rqE-r.t!gr'. S!Ir_ EoDrullnt ! helng tote pa:tlcr_r!-a:fu. deieflb?d_ -er _,_ ___---h.'-...tolr.orfrr --._=.
9ugf"o$S at a poi,nt rbera tbe Soutberly llrre of an axiaBinc lccerr t,
orrvci tut.rGactr the lforthnelterly bounilary of 6al.d lha IiIIFlqaD,fron flhich cald nosr HE6tsFly-cornai gt rt3-Taft;nilbc;;l ;i 9..31.51' 32!tt. 73. {6 f rrt1 thoncd llong eila Northeegteili-ibunaiii l{.3{'51^'J2'8. 2{.00 (c6t to the Eost -Northnesterty corn6r-of'eitf, r
3l: T:l*!r:lj a_-found_-concrere natl and 2. dtarnelcr-aiii ;iamili qi prJ{t 15827 ang s-ot In aBphrlt, thence depart,ing ra{d Northuesteily
9oyBg-ary.anat along tho.ftortb-erly boundaty oi. cald thc lallsra-n b,g. 82'35.'00.4. t{2.6-1 f cct ro -the ;ort Uorcfearteiiy ;;;i;i-;;;T!9 Sgfleryn; thenco depalttng eaid iro=trtcifi-ifire s.gg;Zs'ti.nl :15{.55 fcet to lhe polni ot b;Elutring.
-.
eala_ |1cen6e contalns 0.035 aoree, Elore ot fooe. |,..U
?RAC? A'
IEGAI, DESCAIPTION
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S KIJD SW .:iu + talzt- 19)2.
. ri - :r.4fR 31 'ge rr309
Ero'!:t303)32&8368
lrtrvo:(303128?Q835
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o
o
; srlt e-r
- ,;ohnson, Kunkel & Associates, lnc.
lrqhatns at r Doltrt rhr the Southedy 1lor ol an adaT6li ioGarr-fri.yc tqi;hg*.;-'E the trcrtbeester\i bounilarl of Bald fha Edlrrlrl, ffg4 Qfoh eeld aost tloeterly corDer of ttre lldfc-ain 'araararat, aar/s tr.asira l(tar3ra aslrs L natatavaal l,.JL.|lta ItL ault altfl.'Eaa D.as. l.3l'E1r!2rfl. ?1.16 feetl thenca d.prttlnq rald to*lrrart.rlt bou.adrry rnd along aal<l Southerly lbC tbr follorlng
It N.8tr5?'07'[. 18.51 f€et t) 20,61 loct along tbr rto ot a cure6 to the Ieft hayl.nq c rldlur of {l fcetl centEal anElr of 25el?'03tr tlnqe[t dJrturt ot 10.51 f:et1 chord d{rtdDce o! 20.16 feat, lnd choril DrerLng ot 8.?7 r51.20.w.
tO a tolot la llnr nlth the East€aly edge ol arphalt o! an qtlrttng -;rrrttpg - Iot, - th€ncs departt4g ralil routhrrity llnr ard e4rttlg prttqg lot, th€nce defrartlng rel-il routhrrly llnr arit rl4q I llna bclDg th. .rD. aa seLd SaBtclly cdge ot Darklng
tl*H[t]:irrd Hffi *t".iitit'$'.i.?'n.dr",lltJit."'t1,'jiif";iT.ri$i*:
d4q - Itac bclng ihr renr ai seld- 8aatcrly cdge -ot parktng t.01'01'tl'r, tt.?a l€et to 6ald tr'olthwclt.rli boundarsr -thonoe
$FttflC :f{{- :{S. o_t- t_rrltng cnd along illd ltort}rceterty
llND auIrYlYlNO ' cwtL INcrNrlttNo ' N^PPING
P,0, tor 400 | I t 3llrt4$ $raat . E!8'o, Cclorrdo 81631
tIo 12) cour.ar !
lrld llccntg coatalnt'0i0?5 actesl norc or lotr.
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a'rl
-til*iitPrt'*i#1?otlf ilE"i'ulifk.'if*!""SiYS;hal. County Recorda ra RsosDtLou l{urnber 96382. Sai
9altl 8r91e bounty, Colotado, L'
augnit l9f3 ard.=eta:drr4JEllq _.. --:--l{u$Der 9638?. Sald ltceneol F relo baa:d on a bcnrlng of H
f,rglr County Recorda ls Rsooptlou l{u$Der 9638?. t ri,tjr rll brarlnga oontelnad hrrelo, baa:d on - a
!.28r10t19'fl. bc6cen the Dort l{csterly coroer of Tho Tallimanr
accor{lql !q.tb6 Co-udontnlun -tlap thereo} recorded - in Boot 2-19 at i irgr 118-ol tho Ergle county R€c-ords as Receptlon NuDbet 115042, a
toqnd oonorctr nall anil 2' dlNstor disl BtanD6d 8I,s 15827 and rtt
TracL B-l
I,EGAI., DESCRIITIOTI
\b
A llcenEE over and actoss a portl-on o! IJot t.r Elock s-Bf vall F
trrind oonorrtr nat1 aail l'
I l/2r dlai.tcr llu qun Cap ronuneud; beLnE lore partlculatl!'
tornd oonorrtr nal!. aail 2' dlurstor dlsh Btanpod SIIi 16827 and lrt
*o,'"Tb:lL^f :9il:-r:-r:::'tY:::-":T"*"^'f 3-':I-^""11*f:*,-.,s I
o
ti=
a
!. gaEglcload
trunk61 t ful
10.11.32 .15 EG 478121-1992.007
E lohnson, Ku;rkel & Associates,lnc.
O
4rtq 3unYEYrNo ' ctvll s.tGrxErBlNG ' NA')$(6
TR.ACT B-2
I,BGII, DESCR'PTION
A llcenee over and acloss a pq'rtloB oJ lot rr' 519s1-5-6' vail
'itiiiii.-rGoG itung, town bf vqll; Ba9|c-$o\rutvr colorado,
i"".r6rif to- thi uap'ilprovad otr 6 .Au gu.at. 1? 6?.91^d'":1f q"'r opionaa on e jruguit 1962 end tecorded ln
t's ag Receptl.on-Nurber 96382. Sald thc BaEIe County Recolds as Receptlol Ntltr\D€l rbJuz' sarq
iii"il6, 'ritn-air ueartngt-contalnEa hereln baseil on a bcaring of
i-iilinird;p- ha*.rouyr th; rrlrrci- Ite3l-6rlv corner of Tho Tallsnan,TaIlsnan,i]iiirolri'n. re["resn iti6 nogt ttestorly corner-of Tho Tallsnan,
iiioraf nl t" - tli condolt "tun l{ap tqsreof -recoJ+g-d i1-P?1x. ? ll. lt
!.gt!!l+g- at -t!c rmgt-^tto5thQatterly sgln:f ol-f?rj-8he^ErltlEaD.
iiEirUiu-iaia-noit ttuiterli cornGl of, Ehe ltallsnan beare :liir iliro 'r. ''e-os.cr faetr t-bence alons the Nortbeasterly-i.iz.iFio'i.-io-f .ii iieii C'l,enci ;long the Notheastertv-
i&aaarr-it iria rta iaitinan 5.23051'58'8. 16-0? leet to D<llldtf9 Ol lllq adl 'IdllsElll a'aat-rr-')o D' rs'v'iil6.rliir"i-ot -in arritrng gl(lewalht tlglqq d. 9Pa*ing-eald 6ir"ddi' r"a rroas iara sogt6c:tr !fre- !-.8e l?oll?-E: !.8!-!ee ffi*$l'.l!:i:f ,"1.#3:Hfl ":i$"i*:' *:t3li3. tlBil'i:tr" 11"". ..
til-e;ttiirtiiry'oqqar4 -ot sald gLdewal-tt
- thoDoa +939-9:t[l-e*ttlirtcrri'ooraer ot sald gtdewaltt thoDoa !1olr9 tb9
rutltfy llnc of aald rldewalL anil th-r p=olcogatlon thq:P5 B||tatl9 llna o! lald tl.alc\ral|t and tDJ PlorcugaEaon r'nereer
r;66-5ort8;i- ia.tt-fe;a to tbq Souther-l1 !!ni of ao exlrtlnE iiiiai-axivli ttrencJiiong eald Sostherll ttrrs -of the acce6o aiiii-s.d9ii!'ii;ti. ri.ri-teec to tho polnt of beslnn5'ns.
Eald tloenrc coDtdfir 0.003 aetea, Dole or leas'
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B-2 " ?- rL'EXBIBIT
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'8. 16.0? leet to 'the
47812J 8-582 P-O) 4 ?a/to/e2 12: ls PG9OFIO
.9e13 r_+:=+g+b+=E!E!.!_rcau!!
r ioad oohctotc nalt utll ?
-SI(LD SW 10.11.32.15 EG 418L2I-1992.OO8
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AGREEMENT FOR PEDESTRIAN ACCESS EASEMENT'
LANDSOAPE MAINTENANOE EASEMENTI
EASEMTNT TO THECI AND MAINIAII'.I 5TNUOTUNE O}I
A PUBLIC RIGHT-OF'WAY AND GBANT OF EASL'MENTS
ThiSAGREEMENTFORPEDESTHIANACCESSEASEMENT,LANDSCAPEMAINTENANCE
EASEMENT, EASEMENT TO eiirCilr.ro MATNTA|N 'ETFUCTUFE ON A PUBLIC RIGHT-OF-WAY AND
GBANT oF EASEMENIs rs mad"
"no "nt",eo
,nro th,s [6 oav of AY1 ,'t 1+- -:
1917] bv Td-b:ly-:-en
lhe SONNENALP rforef t.sonnenarp;i ana rhs TO-WN oF vltfYCOUORaoo. a colorado municiPal
corporatlon ("Town"):
WHEFEAS,Sonnena|pandiheTo\'vndesirstoastab|ish,forlhoirmUtUaIbene|it,easemenlsfor(a)
psdeslrianaccessacrossaportionofLotL.B|ock5E'VailVil|ageFirsl'asmor6specifical|yidentifiadon
Exhibir A-'l , (b) landscape mal onance across a ponion ol Lor L' Block 5E' Vail Village First' as more
,po.l,l.rr' iO,j,.im"O on g^lin r n-r ,
"nO
{c) mainlenance ot alrall and landscaping on Tracl l, Vail Village First'
as more specilically idenlili6d on Lxhrbrl A-2, which lands to bs subjected lo 6asemsnts may bo individually
rsterred lo heretn is "sonnenalp's Propeny" and 'Town s Property'; and
WHEBEAS,Th€sonnenalpandlheTownotVai|arewi|linglogradtoonoanolherand.lhg|r
successors and asstgns €asements across the Sonnenalp's Properly and lh€ Town s Property arcording 10
th€ lerms and condilions ol thls Agre€m€nt;
NoW. THEREFoRE' in considgration ol the muluaI promises and covenanls contained herein, tho
Sonnenalp and the Town agree as follows:
1 . Granl of Easement for Pedoslrian Access. Tho Sonnenalp hereby granls and convgys to,lhe
Town and i1s successors and assqns a non exclusrv€ easemenr over and across lhal real property described
on Exhibd A-l lor the use by the Town, i1s successors and asslgns, and lhe public, over the easemeff for the
following uses:
For lravel by r€gesentatves ol the Town lrnd ths pubhc al large by toot' lor lhc purpose o{ accessing
the property owned by th€ Town adlacenl lo Gore Creek across SonnenalP s ProPedy
TO HAVE AND To HoLD the pedeslrian access easemenl unto the Town' and its successors and
asslgns.
2. Mrjtual Grantol Easeme tor Landscaps Maintenance. The Sonnenslp hereby granls and
conveys to the iown anO irs su-G[or" "nA
.siigns anO tho Town hsr€by grants and conveys 10 lhe
Sonnenalp and lts succsssors ancj assigns mlnual. non'sxclusjve easemsnls over and across that real
property described on Exhibils A- | and A-2 for rhe use by each olh€r, lheir successors and assigns over th€
landscape mainlenance easement for the lollowing us€sl
For ths Purpose ol landscap€ maintenance, including vehicular access, rolaled to properiy owneo oy
lhe Sonnenalp and by lhs Town as identiiied in Exhibits A-'l and A'2'
ToHAVEANDToHoLDlhe|andscapemainlenancseasemenluntoon€anoth€randlhelr
succ€ssors and asslgns
L[1uu[!l![!ll[!lul!r!HrllLlll r1] ||l| ilr
t of ! R 2C,00 D 0.00 Srle J Flrhr, Erllr, C0
SKT,D 10.I1.32.15 533450-1997.001
3 Easeire!'.ls-EJlc!-ald--ldadaro s1+9ryTj{P::#l#H.::iJ'""}:l;:":::ji[:
ano con;eys 10 S;;alp ano ils successo's and assrgls a non'excl
real propeo d€scribed on Exhlblf i ;ul;;";;y il; s;;ienatp' irs successors and asslgns' lor lhe lollowrng
us9s:
For the purPose ol erecting and maintaining a wall and lor landscape malnlgnance irnmedislely
adjacenl and arracneo ro'ih! Jxiii"g;i;9" Lii*rr.ns on rhe chapel Bridge which ctosses uore
Creek on Vail Road'
ToHAVEANDToHoLDtheeassm€ntloeroclandmain|ainsiruclur€onapub|icrighl-ol.wayunlo
the Sonnenalp. and ils successors and asstgns.
4 Rssloralon ol lown olVal Proo€rlv Ar the-co1cl-u-s.lf n of anv aclNllies ot the sonn€nalp on
TownPropeny'th"Sonnenatp"h"rei66th"surtacso|thgTown'sProperty,asnearlyasposs|b|g10lts
prior condfl|on
5. Malnlenance and Reoail of Tqwn s Pl-opg4y .Tic,Sonnenalp'
ils successors and assigns'
sha be fully and sotety ,r.pon"6iifii rh" |l*rnienance and repair ol lhe improvemenls' il any, assocjated
wilh the pedeslrran ac""" "ot"t!n-t' if'" landscape mainlenan"" "u'"t"^' and the eassmenl to ered and
mainlain a struclure on a publrc nght-olvtay The Sonnenalp' ils successors and assigns Shall be responsible
tor any damag€ 10 tlle Town's P'operty ca;sed by rhe placemenl aJld operation of such improvemenls on tne
Tdwn s ProD€nv rn" sonn"n"rpl-tt"i' u-"i 'L-ul"t "tlnt to install and matntain any improvemsnls pfovrd€d
lo-, ne'e'n tirn6rr alslurbrng the use oi the Town s Propeny
6. covenall to Flu'] w l'the sonnenalols PJoo€rly ald-town s Prooenv Jhs mutLa' :*::"lt'
granted herein sharl oe pB'pelu't;;;;ilun wtlh lhe land descrioed "5
Sennenalo's Property a1o rne
Town's Propeiy more speoncarly idontitied on Exhlbits A-1 and A"2
7 Reservalon oi ljliohls l he Sonnenalp and the Town reserve the right 1o use lnerr individuel
oroporlres aod to grant other easfriiis across lns p{operty whlcn will nol tnlerlsre whh ll'e mulual 6asemenls
granled har€in
8. Mulual Indemnfication Aoreemant The SonnonalP and the Town mutually agrse to indemnily
and hold harrntsss one anolhsr, fi;-;fi;A tmployees and.a9€nls lrom and againsl all liPillyJ-*:i: i*
demands on accounl ol iniury, ro"" o, o".ig", in"iuding wihout limilalion clarms aasing flom bodrly Inlury'
personal rnjury, sickn".", O,"""r":-O-Jnl-prd"ny to.. oiO.mags. oI snv other loss of any kind whalsoevsr'
whrch ariso otJt ol or ar€ In any t""""|, "Jnnl""a "ith
the lndivrdual aclivilies ol the Sonnenalp or the Town
pursuanl to thts easemgnt agreoment ii such inJury' loss' or damaoe is caused in wholo or In parl by or rs
claimed 10 be cause in whole or ;pan by the ad' omission' enor' prilessional grtor' mislake' negllgenca or
other fault of tho Town or fhe Sonnenalp' thalr conlraclor-or s-ubconlractor or any otficer' €mployea or
rspresenlaltv€ of eilh", p"ny. n'" "i"t'u""iJ''o' "uO*|.ttt""to'
Tn€ Town and Sonnenalp agrge lo Investigale'
handl€, rospond to, ano prou,on iir"n"" ioi and delend against, any such ltability, claims, or demands al lh€
so|eexPenseo|theolher'ThsTownandSonnena|Pa|Soagreetobsara||olherexpgnsesrelalingtherelo.
includinq courl cosls Bno ",t";";;;;;:;;;h-i; 1"1 an! such liabilitv' claims' ot deman-ds-al9q:: ""
;,-oJ;iill;;" o. t,auour"ni 'it'e ievvn and the Sonnenalp apre€ to orocure and mainlarn al rts own
individual costs, a potrcy or policies of insurancs sutfici€nl lo insur;aoainsi all liabilily claims, demands and
othsr obligatons assurneO UV tn, iown
"nd
Sonnenalp pursuanl lo this indemnhy agrsomenl The Sonnenalp
iurlhor agrees to rel€ase th"i;;' it; "fil;'i' "g"nt''. "na
emplovses lrom any and all liabilily' claims'
demands or ecllons o, ""r""" oi""iio* whatsoevJ, arising or.n of any damage, loss or iniury 10 the
ruuilLllllrtqruFJllllllll|ll rrr | | rll|l|||
i-ii-i i zr.a D 0.00 9me J Ftrh.r, Er!r, c0,
SKLD 10.11.32. t 5 633450-1997.002
Sonn€nalp or the Sonnenalp's Prop€rly caus€d by the Town' il otficors' ag€nls and emdoyees while engaged
trr nrnh,rer ra.@ c, r^ow r6,,.6var aortuiii6;;t inf nrlor rrfiUitiOs WhalS0eVBf 0n TOwn ol Vail PoPerly' slre€ls'
sidewalks, or righis-ol-way.
TOWN OF VAIL,
Town Manager
STATE OF COLORADO
COUNTY OF EAGLE
ss.
The loregoing instrum€nl was acknowledgsd bsfors ms lhis '1faay ot dlnS uz ' nsz ' oy
Roben W. McLaurin, Town Managar of the Town ol Vail'
Wilness by hand and olflcial seal
My**t""ion"ro',"r' *ffitffiffi.Hh
SONNENALP HOTEL
I ll]11 ilil ilil|1 lllll lllL lllll llllll lll lllll llll llll
QSSI|IE rellTlln? 0!t0ll !71? Patt r 3 cf ! I 20.00 D 0.0e 3err J Flrhrr, Eulr, Co -
The tofegoing lnstumenl was acknowlsdgad before m e this n#day ol AV 6Ug''1gg7 'by
.h+E*89 FF,essl @ .its_-..-------.-.--
STATE OF EDLdNTIr)
COUNTY OF E46LE
Witness by hand and ollicial seal.
My commission exptres:
1n 11 ?" 1E 633450-1.997.003
EXHIBIT A. I
LOT .1.. BLOCK 5E.
VAIL MLLAGE FIRST FILING a=
R=
T=
L=
205'|'o0'
344.59'
63.{0'
125.40'
PEDESTRIAN ACCESS
LA\DSCAPE MAINTENANCE
AND
EASEMENT
L
o
TRACT I
VAIL VILLAGE FIRST
\-s \ lo'
o\"o;.-oV'
\
DESCRIPTION
A Portion of Lot "L", Elock 5E, Voil Villoge
Plot thereof os found in the Office of ihe
Stote of Colorodo. being rnore pofticulorly
First Filing, occording to the
Clerk ond Recorder, Eogle County,
described os follows:
Commencing of o Point on thi southyrest corner of soid Lot "L"; thence
N 21'14'00" W, 8.00 feet to the Point of Beginning; thence N 2l'14'00" E,
10.00 feet: thence N 68'46'00" E, 10.1'l feel; thence S 81'56'43" E, 26.92
feet lo the south line of soid Lot "L": thence S 60'35'00" W. 16.44 feet:
thence N 81'56'43" W, l1.26 feet; thence S 68'46'00" W, 7.50 feet to the
Poin t ol Beoinnino,
,,ryuru!|$$1ll$[r!u!l11l[I,lll]|1
Roger W. Meycr P,L.S.26967
NoTlCEr According to Cotorodo lovr you MI,JST comrncnce ony tcaql
oclion boscd upon ony delcct in lhis svrvey yrithid lhrec Fors ofl.r wlu firsl discovared such .tifp.t In no avant. mov onv 10. 1t . 32 . l5 5334 50- 199? . O0{co--enieo Lo.c
thqn tcn Fors korn tha dolr ot ccrtificotion shown hcreon.
5-r 2-97 RriU
MLS
MEYER LAND SYSTEMS
ProtcrrloDel Land Survcyd
9OZ CBnd P.O. Bot 3il4
Eqgle, Cdorudo 81631
321-Doo 3 -OOl T.lrcoDl.r
I
A I I
I
EXHIBIT A.Z
o,\
P. O. B,
I nT -r - ar .j^r/ (F
VAIL MLLAGE FIRST FILING
TRACT I
VAIL VILLAGE FIRST FILING
"Ji|$
ztll
;,t
I I I
I
t)';
TVALL MAINTENANCE AND
LA\DSCAPE VAINTENANCE EASEMENT
o>.
'ocl
DESCRIPIION
A Portion of Troct "t" ond Voil-Rood, Voil
the Plot thereof os found in the Office
County, Stote of Colorodo, being more
Villoge First Filing, occording to
of the Clerk ond Recorder, Eogle
porticulorly described os follows:
Troct "1"; then ce
feet; lhence
line of Voil Rood;
1l-79 feet to the
SCALE 1- = l0'
Beginning o.t o Point being the raesterly corner of soid N 60'J5'00" E, 20.80 fee',: thence S O4'21 'O4" w. 7.96 S 44'56'25" W, I3.4J feet to the ecsterty rioht-of-wov
thence S 44'56'25" W, 5.32 feet: thence'N 2t't+'OO" w.Point of
I||lilillill]ilt]]tilL ]]tilil iltilil lililil|CllLe 09/77/|'97 0!:08P 8737 Pa97 ! of 3 R 21.00 D 0.00 Srrr J Flrhu, Erstr, C0
Roger W. Meyer P.L.S. 26967
SKLD
I
NOTICE. Acco.ding to Colorodo to|r Fn MUST commencc ony leOol oction bo3ed upon ony dcfcct in this survcy rithin thrce yeors -
oltcr \rou tr.<t .t's..v.r..i G".h.t.ff,r t^ n^ -6nt. mov onv 10.1L.32.15 633450-1997.00s:o;-c;i:c;;o,e
thon ten yeors lrom thc dota ot ccrulicotion shown hcreon.
5-12-91 RWM
MLS
-MDYER LAND SYSTEMS
Protcr.ionrl La|rd Survcyt
$z crJa-i -)qt;u"r
saa
Eaglc, ColorEdo 81631
328_tqo0 3?t-i9ol T.rer*
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
September 23,2002
A request for a worksession to discuss a proposed major alteration; a
conditional use permil, to allow for a fractional fee club in the Public
Accommodalion zone district, under Section 12-16-2 (Conditional use
Permits), Vail Town Code, a variance from Section 12-7A-2 (Permitted Uses),
Vaif Town Code, to allow for retail uses in excess ol 10% of the total gross
residential floor area of the slructure; and a variance from Section 12-7A-10
(Landscaping & Site Development), Vail Town Code, to allow for a deviation
from the total landscape area requirement, located at 20 Vail Road, 62 E.
Meadow Drive, and 82 E. Meadow Drive/Lols K & L, Block 5E, Vail Village 1sr
Filing.
Applicant: Sonnenalp Properties, Inc., represented by Braun Associates,
Inc.Planner: George RutherMarren Campbell
SUMMARY
The applicant, Sonnenalp Properties, Inc., represented by Braun Associates, Inc.,
has requested a worksession to discuss a proposed development application
intended to facilitate the redevelopment of lhe Sonnenalp, Talisman Condominium
and Swiss Chalet site. The key elements of the proposal include:
. Expansion and upgrading of one of Vail's Public Accommodation zoned
properties,. lmproved live-bed base added to the existing lodging inventory,o Addition of retail square footage along a portion of East Meadow Drive,. Construction of recommended streelscape improvements to East Meadow
Drive,r Elimination of a portion of existing surface parking and the provision of a new
parking structure and loading area,. Partnership with neighbors to create a coordinated plan, and . Provision of employee housing within the Town of Vail.
The purpose of this meeting is to allow the applicant an opportunity to present the
proposed plans to the Planning and Environmenlal Commission and lo provide the
applicant, public, statf, and the Commission an opportunity to begin identitying issues
for discussion at future meetings. The Commission is not being asked to take any
formal positions on this application at this time. As such, staff will not be providing a
formal recommendation at this time.
II. DESCRIPTION OF REQUEST
The applicant, Johannes Faessler, owner of Sonnenalp Properties, Inc. and the
Talisman Condominium Association, represented by Braun Associates, Inc. are
requesting a worksession to discuss a proposed major exterior alteration to lhe
Sonnenalp Hotel and Swiss Chalet; a conditional use permit to allow for a fractional
fee club in the Public Accommodation zone district, under Section 12-16-2
(Conditional use Permits), Vail Town Code, a variance from Section 12-7A-2
(Permitted Uses), Vail Town Code, to allow for retail uses in excess of 10% of the
total gross residential floor area of the struclure; and a variance from Section 12-7A-
10 (Landscaping & Site Development), Vail Town Code, to allow for a deviation from
the total landscape area requirement, located at 20 Vail Road, 62 E. Meadow Drive,
and 82 E. Meadow Drive/Lots K & L, Block 5E, Vail Village l"tFiling. A vicinity map
of the proposed development site is attached for reference (attachment A).
Through the major exterior alteration requesl, the applicant
small portion of the existing Sonnenalp Hotel and construct
hotel in an easl /west orientation alono East Meadow Drive.
proposes Io remove a
a new addition to the
The new four-slory tall
retail square
1,600 square
on an interior
hotel addition is comprised of forty-six (46) new hotel rooms, new
Iootage on the first level of the addition along East Meadow Drive, a
foot addition to Ludwig's restaurant, and a new spa facility located
ilt.
portion of the development site.
The proposal further includes the demolition and redevelopment of the Swiss Chalet.
This component of the proposal includes the reconstruction of a new four-story tall
building comprising of thirteen (13) fractional fee club units, nine (9) condominiums
and new retail square footage on the first level of the building fronting East Meadow
Drive. An improved loading and delivery facility and a new underground parking
structure are proposed to provide loading and delivery facilities and on-site vehicle
parking for the Sonnenalp Hotel, the Swiss Chalet and the Talisman Condominiums.
The applicant has also submitted applications for a conditional use permit to facilitate
the operation of a fractional fee club and a variance application intended to provide
relief from the total landscape area requiremenl as prescribed in the Vail Town Code
for properties located with the Public Accommodation Zone District. A more
complete description of the applicant's request has been attached for reference
(attachment B) along with a reduced copy of the proposed plans (attachment C).
BACKGROUND
On September 4,2002, the Town of Vail Design Review Board held a public hearing
for lhe conceptual review of the applicant's proposed plans. The purpose of the
meeting was to allow the applicant to present the proposed plans to the Design
Review Board and to provide the Board with an opportunity to offer feedback on the
design aspects of the proposal to the applicant. The following is a summary of the
Board's initial comments:
. Willow Bridge Road is a major pedestrian way. How will the negative
aesthetic impacts of the loading and delivery facility be mitigated?
The proposed new curb cut inlended to provide vehicular access lo tne
Talisman Condominiums will have negalive impacts on the pedestrian
character of East Meadow Drive. How will the negative impacts of vehicular
access be mitigaled? How does the applicant propose to regulate vehicular
traffic on East Meadow Drive?
The east elevation of the Sonnenalp Hotel addition needs to be "dressed uo".
The current design is not consistent with the overall design and detail of the
rest of the building.
The East Meadow Drive fagade of the Sonnenalp Hotel addition needs to be
"broken up", both horizontally and vertically, to bring interest and articulation
to the building.
The main roof ridge design of the Sonnenalp Hotel addition needs more
variation in height and should not be one or two long, constant ridge lines.
This redesign will add interest to the building and allow more sunlight to reach
the pedestrian way along East Meadow Drive.
The primarily four-story tall fagade of the north elevation of the Sonnenalp
Hotel addition is too close to East Meadow Drive. The upper stories of the
building should be stepped back from East Meadow Drive.
More attention should be given to the landscape design along East Meadow
Drive. Look for opportunities to improve the landscaped areas without
negatively impacting the retail uses proposed on the first level of the building.r Cantilevers of the upper portions of the Sonnenalp Hotel may help to break
up the vertical fagade of the proposed design.
More thought to the pedestrian nalure of East Meadow Drive is needed in the
design. lt would be undesirable to lose the pedestrian feeling of East
Meadow Drive by allowing vehicles to use East Meadow Drive to access the
Talisman Condominiums.
A similar roof design or architectural feature to the one located over the porte
cochere on the existing hotel should be introduced on the proposed hotel
addition. This approach would bring more similarfties to lhe design and
address the long, continuous ridge line that is currently proposed.
The existing entry features on the Swiss Chalet should be preserved and
reconstructed on the redeveloped building(s). The entry features are
beautifully designed and would be a great addition lo the new building(s).
The building masses along East Meadow Drive need to be further "broken
up" and articulated.
A variety of roof heights is needed in both the Swiss Chalet and the
Sonnenalo Hotel addition.
The exterior of the Swiss Chalet should be designed to appear as a series of
different buildings. Such an approach would begin to address roof height and
building massing issues.
ROLES OF REVIEWING BODIES
Order of Review: Generally, applications will be reviewed first by the PEC for
acceptability of use and then by the DRB for compliance of proposed buildings and
site planning.
{E
a
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Plannino and Environmental Commission
Action: The PEC is responsible for final approval/denial of the Conditional
Use Permit and major exterior alteration.
The PEC is responsible for evaluating a proposal for:
1. Relationship and impact of the use on development objectives of the
Town.
2. Effect of the use on light and air, distribution of population, transportation
facilities, utilities, schools, parks and recreation facilities, and other public
facilities and public facilities needs.
3. Effect upon traffic, with particular reference lo congestion, automotive and
pedestrian safety and convenience, traffic flow and control, access,
maneuverability, and removal of snow from the streets and parking areas.4. Effect upon the character of the area in which the proposed use is to be
located, including the scale and bulk of the proposed use in relation to
surrounding uses.
5. Such other factors and criteria as the Commission deems applicable to
the proposed use.
6. Conformance with development standards of zone district:- Conformance with development standards of zone district - Lot area - Setbacks - Building Height - Density - GRFA - Sile coverage - Landscape area - Parking and loading - Mitigation of development impacts
Desion Review Board
Action:The DRB has NO review authority on a Conditional Use Permit, but is
responsible for the approval/denial of the accompanying DRB application for
the major exterior alteration request.
The DRB is responsible for evaluating the DRB proposal for:- Architectural compatibility with other structures, the land and
surroundings - Fitting buildings inlo landscape - Configuration of building and grading of a site which respects the
topography - Removal/Preservation of trees and native vegetation - Adequate provision for snow storage on-site - Acceptability of building materials and colors - Acceptability of roof elemenls, eaves, overhangs, and other building
forms - Provision of landscape and drainage - Provision of fencing, walls, and accessory structures - Circulation and access to a site including parking, and site distances - Location and desion of satellite dishes
V.
- Provision of outdoor lighting - The design of parks
Town Council
Actions of DRB or PEC maybe appealed to the Town Council or by the Town
Council. Town Council evaluates whether or not the PEC or DRB erred with
approvals or denials and can uphold, uphold with modifications, or overturn
the board's decision.
Staff
The staff is responsible for ensuring that all submittal requirements are
provided and plans conform to the technical requirements of the Zoning
Regulations. The staff also advises lhe applicant as to compliance with the
design guidelines.
Staff provides a staff memo containing background on the property and
provides a staff evaluation of the project with respect lo the required criteria
and findings, and a recommendation on approval, approval with conditions, or
denial. Staff also facilitates the review Drocess.
APPLICABLE PLANNING DOCUMENTS
Vail Land Use Plan
The Vail Land Use Plan was adopted by the Vail Town Council on November
18, 1986. The plan is intended lo serve as a basis from which future
decisions may be made regarding land use within the valley. The primary
focus of the Vail Land Use Plan is to address the long-term needs and
desires of the Town as it malures. The Town of Vail has evolved from a
small ski resort founded in 1962 with approximately 190,000 annual skier
visits and virtually no permanent residents to a community with 4,500
permanent residents. The Town is faced with the challenge of creatively
accommodaling the increase in permanent residency as well as the increase
in skier visits, while preserving the important qualities lhat have made Vail
successful. This is a considerable challenge, given the fact that land within
the Valley is a well-defined finite resource, with much of the land already
developed at this juncture. The Vail Land Use Plan was undertaken with the
goal of addressing this challenge in mind.
A secondary purpose of the Vail Land Use Plan was to analyze a series of
properties owned by the Town of Vail, to determine their suitability for various
types of community facilities.
The goals articulated in the plan reflect the desires of the citizenry. The goal
statemenls that were developed reflect a general consensus ol the comments
shared at public meetings. The goals contained in the Vail Land Use Plan
are to be used as the Town's adopled policy guidelines in the review process
for new development proposals. Staff has reviewed the Vail Land Use Plan
and believes the following policies are relevant to the review of this proposal:
1.0 General Growth/DeveloDment
Vail should continue to grow in a controlled environment,
maintaining a balance between residential, commercial and
recreational uses to serve both the visitor and the permanent
resident.
The quality of the environment including air, water and other
natural resources should be protected as the Town grows.
The qualily of development should be maintained and
upgraded whenever possible.
The original theme of the old Village Core should be carried
into new development in the Village Core through continued
imolementation of the Urban Desion Guide Plan.
Development proposals on the hillsides should be evaluated
on a case by case basis. Limited development may be
permitted for some low intensity uses in areas that are not
highly visible from the Valley floor. New projects should be
carefully controlled and developed with sensitivity to the
environment.
1.7 New subdivisions should not be permitted in high geologic
hazard areas.
1.8 Recreational and public facility development on National
Forest lands may be permitted where no high hazards exist if:
Community objectives are met as articulated in lhe
Comprehensive Plan.
The parcel is adjacent to the Town boundaries, with
good access.c) The affected neighborhood can be involved in the
decision-making process.
1.9 National Forest land which is exchanged, sold or otherwise
falls into private ownership should remain as open space and
not be zoned for private development.
1.12 Vail should accommodate most of the additional orowth in
existing developed areas (infill areas).
Skierffourist Concerns
2.1 The community should emphasize its role as a destination
resort while accommodating day skiers.
1.1
1.2
1.3
1.4
t.o
a)
b)
2.0
2.3
2.4
2.2 The ski area owner, the business community and the Town
leaders should work together closely to make existing facilities
and the Town function more efficiently.
The ski area owner, the business community and the Town
leaders should work together to improve facilities for day
skiers.
The community should improve summer recreational and
cultural opportunities lo encourage summer tourism.
Commerciald
3.1 The hotel bed base should be preserved and used more
efficiently.
The Village and Lionshead areas are the best location for
hotels to serve the future needs of the destination skiers.
Hotels are important to the continued success of the Town of
Vail, therefore conversion to condominiums should be
discouraged.
Commercial growth should be concentrated in existing
commercial areas to accommodate both local and visitor
needs.
Village Core / Lionshead
4.1 Future commercial development should continue to occur
primarily in existing commercial areas. Future commercial
development in the Core areas needs to be carefully controlled
to facilitate access and delivery.
4.2 lncreased density in the Core areas is acceptable so long as
the existing character of each area is preserved thorough
implementation of the Urban Design Guide Plan.
4.3 The ambiance of Vail Village is important to the identity of Vail
and should be preserved. (scale, alpine character, small town
feeling, mountains, natural setting, inlimate size, cosmopolitan
feeling, environmenlal quality.)
4.4 The connection between the Village Core and Lionshead
should be enhanced throuoh:
3.0
3.2
3.3
3.4
4.0
o
a. Installation of a new type of people mover
b. lmproving the pedestrian system with a creatively designed
connection, oriented toward a nature walk, alpine garden,
and/or sculptu r e plaza.
c. New development should be controlled to limit commercial
uses.
Residential
5.'l Additional residential groMh should continue to occur primarily
in existing, platted areas and as appropriate in new areas
where high hazards do not exist.
5.2 Quality time-share units should be accommodated to help
Keep occupancy rares up.
5.3 Atfordable employee housing should be made available
through private efforts, assisted by limited incentives, provided
by the Town of Vail with appropriate restrictions.
5.4 Residential growth should keep pace with the marketplace
demands for a full range of housing types.
5.5 The existing employee housing base should be preserved and
upgraded. Additional employee housing needs should be
accommodated at varied sites throughout the community.
6.0 Community Services
6.1 Services should keep pace with increased groMh.
6.2 The Town of Vail should play a role in future development
through balancing growth with services.
6.3 Services should be adjusted to keep pace with the needs of
peak periods.
According to the Official Town of Vail Land Use Plan map, the applicant's
proposed redevelopment site is located with the "Vail Village Master Plan
Area". This area has not been fully analyzed in the Vail Land Use Plan
because the Vail Village Master Plan study has addressed this area
specifically in more detail. As such, the review of this redevelopment proposal
will be further guided and regulated by the provisions of the Vail Village
Master Plan.
Vail Villaoe Master Plan
The Vail Village Master Plan is based on the premise that the Village can be
planned and designed as a whole. lt is intended to guide lhe Town in
developing land use laws and policies for coordinating development by the
public and private sectors in Vail Village and in implementing community
5.0
goals for public improvements. lt is intended to result in ordinances and
policies thal will preserve and improve the unified and atlractive appearance
of Vail Village. Most importanlly, this Master Plan shall serve as a guide to
the staff, review boards, and Town Council in analyzing future proposals for
development in Vail Village and in legislating effective ordinances to deal with
such development. Furthermore, the Master Plan provides a clearly stated
set of goals and objectives outlining how the Village will grow in the future.
The Vail Village Master Plan is intended to be consistent with the Vail Village
Urban Design Guide Plan, and along with the Guide Plan, it underscores the
importance of the relationship between the built environment and public
spaces.
Goals for Vail Village are summarized in six major goal statements. While
there is a certain amounl of overlap between these six goals, each focuses
on a particular aspect of the Village and the community as a whole. The goal
statements are designed to establish a framework, or direction, for the future
growth of the Village. A series of objectives oulline specific steps that can be
taken toward achieving each stated goal. Policy statements have been
developed to guide the Town's decision-making in achieving each of the
stated objectives, whelher it be through lhe review of private sector
developmenl proposals or in implementing capilal improvement projects. The
goals, objectives, policies and action steps are the working tools of the
master plan. They establish the broad framework and vision, bul also lay out
the specific policies and action steps that will be used to implement them.
The six goals are their related objectives, policies and action sleps can be
found in Section V of the Vail Village Master Plan.
The Vail Village Master Plan's objectives and policy statements address key
issues relative to growth and developmenl. These statements establish
much of lhe context within which future developmenl proposals are
evaluated. In implementing the Plan, the objectives and policies are used in
conjunction with a number of graphic planning elements that together
comprise this Plan. While the objectives and policies establish a general
framework, the graphic plans provide more specific direction regarding public
improvements or development potential on a particular piece of property.
Staff has reviewed the Vail Village Master Plan and believes the following
goals, objectives and policies are relevant to the review of this proposal:
Goal #1 - Encouraqe hioh ouality redevelooment while preservino the unioue
architectural scale of the Villaqe in order to sustain its sense of communilv
and identitv.
1.1 Objective: lmplement a consistent development review process to
reinforce the character of the Villaoe.
1.1.'l Policy: Development and improvement projects approved in
the Village shall be consistent with the goals, objectives,
policies and design considerations as outlined in the Vail
Village Masler Plan and Urban Design Guide Plan