HomeMy WebLinkAboutUNPLATTED TOV PUBLIC WORKS BUS BARN 1(n n,i1t&( btz!1
unp'ta/f"*
DESIGN REVIEW BOARD
ACTION FORM
Department of Community Development
75 South Frontage Road, West
Vail, CO 81557
tel: 970-.{79-2138 fax: 970179-2452
web: www.vailgov.com
Project Name: ??
Project Descrifiion:
APPUCANT TOWN OF VAIL
JOHN A. GALLEGOS
1289 ETKHORN DRIVE
VAIL
co 81657
CONTRACTORTOWN OF VAIL
75 S FRONTAGE RD
VAIL
co 81657
License: ul53-B
ProjectAddress: 1309 EUfiORN DR VAIL
1289 ELKHORN DRIVE
DRBNumber: DR8050238
Application Type;
0610t12005 Phone: 479-2170
RNAL APPROVALTO REPAINTTOV PUBUC WORKS SHOP
Participants:
owNER AUSTATE TNSUMNCE CO MlOrl2OOs
3 RESOURCE SQUARE
10815 DAVID TAYLOR DR
CHARLOTTE
NC 28262
06/01/2005 Phone: 970-479-2100
Location:
Legal Description: Lot: Block Subdivision: VAIL VILIAGE 8TH, RUNG
Commentsi SEE CONDmONS
Parcel Number: 2101-092-fi)00-1
MoUon By:
Second By:
Vote:
CondiUons:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: 06/03/2005
Meeting Date: 06/15/2005
CoM:8
(PL{N): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review commifree(s),
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Condr 201
a.
DRB apprornl shall not bcome valH br il days followlng tlre date of approval.
Cond: 202 " '
Approval of this project shall lapse and beome roll one (1) year followirg the date
of final appnwal, unhss a building pennit b bsued and consbuction is ommened
and is diligen$ pursued bward completion,
Ptanner: JoeSuther DRAFG.Pald: ?
Minor Exterior Alterations
Application for Design Review
Departrnent of community Development
75 Souf.h Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax; 970.479.2452
web: www.railgov.com
General Information:
All projects requiring design review must receive approval prior to submifting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Crmmission.
Delign review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:
Location of the Proposal: Lot:--Block:Subdivision:
physicatAddress: t7 f?n t l/< h o n,^. D.,,1o
parcel No,:
^l
O t Dq JI O DO O I (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s)of owner(s): '-/ ,*,^ aF I ta) I
-DMairinsAddress: ,7Oc, eckho.u D.'. lta,'lrCa g//fQJ
i-::=-
owner(s)Signature(s): q: ,,i G //,<
^ffi.il;:-'' €l
MairinsAddress: l3ct"t €LkLror^ Drr. Vail= Cd Ag
Type of Review and Fee: A,tr Signs $50 Plus$l.o0persquarefootoftotal signarea. I Utr Conceptual Review No F:ee I
tr New Cgqstructton $650 tur construction of a new building or demo/rebuild. - I
tr Adflitfon g30O For an addiuon where square footage is added to any residential or I I
- ,/ -
commercial building (includes 250 additions & interior conversions). Y-E/ Minor Alteration $250 For minor changes to buildings and site improvements, such as,
(multFfamily/commercial) ffilj;;,j;,1,ff, window additions, landscapine, fences and jO
o lxil!iffJ',fli1,0,",r $20 H:iffi:'Hl"T;,':i:11'tr'ixliililli!il"J"1lR,"iJ.3* -o f-
o
tr
Changes to Approved Plans
Separation Request
retaining walls, etc.
$20 For rev'lsions to Plans
Design Review Board.
No Fee
Phone:
Page 1of ILl04l28l04
already approved by Planning Staff or the
MINOR EXTERIOR ALTERATIONS
TO BUILDING AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alteraUons and/or site
improvements. Proposals to add landscaping do not require DRB approval Uolss they involve
the addiUon of paUos, water features, grading, or the addition of retaining walls.
I. SUBMITTALREOUIREMENTS**
O All pages of Application is complete
O Checklist is completed and signedtr Stamped Topographic Survey*, if applicableO Site and Grading Plan*, if applicabletr Landscape Plan*, if applicableE Architectural Elevations*, if applicableO Exterior color and material samples and specifications.
O Architectural Floor Plans*, if applicabletr Lighting Plan* anil Cut-sheet(s) for proposed fixtures, if applicableE Title report, including Schedules A & B to veriff ownership and easementsx
O Photos of the existing site and adjacent structures, where applicable.tr Written approval from a condominium association, landlord, and joint owner, if
applicabletr Site.specific Geological Hazard Report, if applicable*tr The Administrator and/or DRB may require the submission of additional plans,
drawings, specifications, samples and other materials (including a model) if deemed
necessnry to determine whether a project will comply with Design Guidelines or if the
intent of the proposal is not clearly indicated.
Please submit three (3) copies of the materials noted with an asterisk (*).
**For interior conversions with no exterior changes, the submittal requirements include a
complete set of o<isting and proposed floor plans, a title report, and written approval from a
condominium associaUon, landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
Cdntractor Signaturq
Date
Buildinq Materials
PROFOSED MATERIAIS
TYoe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Grimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
I
Please speciff the manufacture/s name, the color name and number and attach a color chip.
, o,l bos.) 5ol, ) (o Lo"-2fA N
C-a I o Y lo MaJ "t^ fnsf ru u
A <AHf
TOWN OF l/AtL*----€ESlcffiFFry
n.,'^?c. Z-3'dt \
Page 6 of IU04l28lO4
,-t)Design Review Boad
ACTION FORM
Eleparlment of Community Development
ZS Soutn Frontqe Road, Vail, Colorado 81657
tel: 97 0,479'2139 faxl. 97 0.479'2452
web: www.ci'vail.co'us
Project Name: DRB Number: DRB040440
Prolect Descrlpdon:
CONCRETE PADS TO BE INSTALLED AT TOWN PARKS BENEATTI DOsnNG PICNIC TABTfS (9
TOTAL)
Padidpants:
OWNER VAIL COLORADO MUNICIPAL BLDG08/26l2004 Phone:
75 S FRONTAGE RD
VAIL
co 81657
Llcensei
APPUCAiIT VAIL COLOMDO MUNICIPAL BLDG08/26|2004 Phone:
75 S FRONTAGE RD
VAIL
co 81657
License:
ProJect Addreso: 75 S FRoNTAGE RD WESI VAIL Locatlon: T.O'V. PARKS
legal Descrlptlon: lot: Block Subdiyislon:
Parcel l{umber: 210106400003
Comments: SEE CONDmONS
BOARD/SilAFF ACTION
lrldon By: Action: SIAFFAPR
Seond By:Vote: DateofApptoval= 08126120M
CondlUons:
Cond:8
(plAN): No changes to these plans may be made without the wrltten consent of Town of
Vall staff and/or the appropriate review committee(s)'
Cond:0
(pLAN)l DRB approval does not consdtub a permlt for building. Please consult with
Town of Vail Buildlng personnel prlor to construction activifies.
@nd:201
DRB approval shall not become valid for 20 dap tullowlng the date of apprwal.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
oi hnat apprwal, unles a buildlng permit is issued and construction ls commenced
and ls diligently purcued toward completion,
Planner: Joe Sutlrer DRB F€€ P.ld: $25o.0o
Location of the Proposal: Lot:_Block:_ Subdivision:
Physical Address:
Parcel No.: NIA
-
216l
Additions-Residential or Commercia I
Application for Design Review
General Information:
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 97 0.479.2452
web: www.vailgov.com
All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to
the submitbl requirements for the particular approval that is requested. An application for Design Review cannot be
accepted unul 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 building permit is issued and construction commences within one year of the approval.
"ot*-)
lE !{E![3r#.t e70-328-8640 for parcer no.)oGv oo ao3
Zoning:
Name(s) of Owner(s):,ov-
Phone: tl1q. UB
Owner(s) Signature(s):
Name of Applicant:fo.v.
Mailing Address:
Mailing Address:
Phone:
E-mail Address:
Type of Review and Fee:
tr Signs
D Conceptual Review
tr New Constructiontr Mdition
$50 Plus $1.00 per square foot of total sign area.
No Fee
RECEIVED
/-O
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 improvemenb, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For minor changes to buildings and site improvemenb, such as,
reroofing, painting, window additions, landscaping, fences and retaining
walls, etc.
$20 For revisions to plans already approved by Planning Staff or the Design
Review Board.
No Fee
$6s0
$300
$2s0
tr
tr
l( Minor Alteration
(multFfamily/commercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
Page 1 of L2/04128/04
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Occupancy:
Type Construction:
Type Occupancy: 'l?
Valuation: $35,000.m
Fireplace Inforrution: Rcstricted:
Buildlu--- > 9492.25 Restrara Plan Revi€w- >
Plan Check-- > 3319 . 96 DRB Fer------------- >
DEPARTMENT OF COMMUNITY DEVELOPMENT
Add Sq Ft: 0
# ofGas Appliances: 0 # ofGas Ings: 0 #of Wood Pellec 0
FEE SUMMARY
$0,00 Total Calsulated Fees-> $815.2x
SO. oo Additiorul Fees-----> S125. 00
So. oo Total Permit Fee---- > S940.21
so. oo Payments--------- > $940.21
lnvestigation- >
Will Call-- >
so. oo Reqeation Fee------- >
S3.00 Clean-upDeposit----->
OL(-I-.:-c"rr. :A- P
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITB AT ALL TIMES
DEMO. OF PART/ALL BLDC. Permit #: D034036
JobAddress: Status...: FINAL
Location.......: 890 S FRONTAGE RD Applied . . : 10/01/2003
Parcel No....: +.ft10il2ff,ffi crr1<rr*q -{- tsiueO . . . : 10/0912003
hoject No . : ??-p11fo3 oz1 \
(r Expires . . .: l0/2812n3
owNER TOWII OF VAIL LO/0L/20O3 phone:
C/O FINA}ICE DEPT
75 S FRONTAGE RD
VAIIJ CO 8L657
Lricense:
CoNTRACTOR E-21 ENGTNEERING rNC. t0/OL/2003 Phone: 303-991-5000
2695 S RORITIA}I ST
ENGIJEWOOD, CO
8 0110
L,icense z 279-A
APPL,ICAIII E-21 ENGINEERING INC. t0/0L/2O03 Phone: 303-991-6000
2695 S RORITTA}I ST
ENGIJEWOOD, CO
80110
L,icense z 279-A
Descipion:
COMPLETE DEMOLOTION OF OLD TOWN SHOP
ToTALFEE9-----> $81s.2r BALANCE DUE----- >$0. 00
tt*it{.ttt*tttt,ttttttattr'ttt*tt*+l
Approvals:
rtem: 05100 BUIIJDING DEPART!{ENI
10/01/2003 .tRM Action: AP
Item: 05400 PITAIINtrNG DEPARI!{E}.IT
rtem: 05500 FIRE DEPARII,IENT
Item: 05500 PITBITIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
i
I her€by acknowledge that I have rcad this application, filled out in full the inforrnation rcquired, corryleted an accurate plot
plan, and stats trat all tbe infonnation as required is conect; I agree to corryly with tbe information and pld plaq to coryly
with all Town ordinances ad stat€ laws, and to build this stustre according to tbe towns zoniqg and srbdivision codes, design
review approved, Uniform Building Co& ad othr ordinames of the Town qplicable thereto.
RBQUBSTS FOR INSPECTION SIIALL BE MADE TWEI,ITY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4792149 On AT Ot R OFFICE FROM t:(X) AM - 4
SIGNATTJRB OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
i.***:1.**it1.*rf ***tf *,t*ti:t**tf *rtri******+*:f *!i***tt*tt*****************:l|*rt********!t***r:t!t{.*.********1.*l.lrrl.**tll.!t*******
CONDITIONS OF APPROVAL
Permit#: D03-0036 asof03-22-2005 Status: FINAL
****i(*******'N.'}'****'**!t|t'f!Nl**************'t*'*****'}{.'*'|,}'|'|t{.'N.*,r***l.t**'t{.*******.**.***{.*****'|.{.,|.*|N.*!|.'******
Permit Type: DEMO. OF PART/ALL BLDG. Applied: l0l0ll2ffi3
Applicant: E-2l ENGINEERJNG INc. Issued: 1010912ffi3
303-991-6000 To Expire: l0l28l20f'3
Job Address:
Location: 890 S FRONTAGE RD
Parcel No: zlOlWzO90{J,3
Description:
COMPLETE DEMOLOTION OF OLD TOWN SHOP
Conditions:
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS FSQIJIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQLJIRED TO CIIECK FOR CODE
COMPLIANCE.
&q/u,o
APPLICATION WILL NO
NWNupUtn
75 S. Frontage Rd.
Vail, Colorado 8'1657
Type of Construction:
_Occupancy Group: ,
Building Permit #:-
eis4vset {9 itneieoff ons)
+,MtJ
Contact and Phone #'s:
seza *pd<,ad 3o3 5o7.74O+General Contractor:
E'21 epcrNeeRrNb , EuL
Contractor Signature:
VALUATIONS FOR BUILDING PERMIT &
BUILDING: $ELECTRICAL: $gr-HE\$
PLUMBING: $MECHANICAL: $ (II TOTAL: $
'5>,W
.^. r\:-
tr Parcelt# Contact Eaglecounty Asses sors Otfice at g7O-M
\_/ LlolD-720?oo3_
Job Name: o to Qrr) N 3+op BurrrrN Cr Job Address: 8\0 e- Ff oN 745 e e8 '
Legal Description ll Lot: ll Block: ll Flling:Subdivlsion:
Owners Name: eAEW fz,vEc t{r*'-r(
dN r.\ <tN , nan n ^.l Dl 3'l Address: gl4k' -ro(Zsr Q3.Phone: 41O '4-7 l, ' '14 OO
ArchitecUDesigner:Address:Phone:
Engineer:Address:Phone:
Detailed description of work:
Aone o*st De*to t-tnul oL ot-p f-o,atJ gdaP B{.l'ttD,N (t
/
Work Class: New( ) Addition ( ) Remodel ( ) Repair ( ) Demo (\z'J Other ( )
Work Type: Interior ( ) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family ( ) Twojamily ( ) MultFfamily ( ) commercial ( ) Restaurant ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Tvpe of Fireplaces Existing: Gas Appliances ( )GasLogs( ) Wood/Peuet ( ) Wood Burning( )
No/TvDe of Fireplaces Proposed: Gas Appliances ( ) cas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT AL!9WED)
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
***i**Ftdt*t*******+t****t***Fi4FOR OFFICE USE ONLY*******tt**********t*1t*****:Hl****j':r
\\Vait\data\cdev\FORMS\PERMITS\BLDGPERM.DOC
Date Received:
!'
Receipt funds to:
Name:
Legal
Subdivision:
Mailing Address:_
lmprovement Completion Date:
DEVELOPER IMPROVEM ENT AGREEMENT
THIS AGREEMENT, made and entered into this 20th day of March ,zoqf----
by and affiong Town of Vall Public Works (the "Develope/'), and the Town of
Vail (the'Town").
WHEREAS. the Developer, as a condition of approval of the Temporary Certificate of
Works Shops - 1289 Elkhorn Drive - UnplattedOccuPancY fs; Public
(address, legal description, and project number) wishes to enter into a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Developmenl Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of the all improvements referred to in this Agreement, by means
of the following:
The Developer agrees to establish a cash deposit account with the Town of Vail, as
escrow agent, in the amount of $ N/A (125% of the total costs of the
attached estimated bid(s)) as collateral for the completion of all improvements referred to
in this Agreement, in the event there is a default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
1. The Developer agrees, at its sole cost and expense, to fumish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
day of ,2003. The Developer shall complete, in a good workmanlike
manner, alffiprovements referred to in this Agreemenl, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from the Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deemed
complete until approved and accepted as completed by the Community
Development Department and Public Works Department of the Town of Vail.
Flcdev\Bill\Proiects\DlA\DlA Cash drafl 12'l202.doc Paoe 1 of 5
'/
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
A cash deposit account with the Town of Vail, as escrow agent, in the amount of
N/A (125% of the total costs of the attached estimated
bid(s)) as collateral for the completion of all improvements refened to in this
Agreement, in the event there is a default under this Agreement by the Developer.
3. The Developer may at any time substitute the collateral originally set forth above
for another form of security or collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternative security or collateral
shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall be and are hereby assumed by lhe Developer.
The Developer hereby agrees to indemnifo and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon
any performance by the Developer hereunder; and the Developer shall reimburse the Town for
any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the collateral deposited with the Town for each category of
improvement after the subject improvement is constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the collateral that is being held by the Town be reduced below the dollar amount
necessary to complete all uncompleted improvements referred to in this Agreement.
6. lf the Town determines, at its sole discretion, that any of the improvements
referred to in this Agreement are not construcled in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this
Agreement, the Town may, but shall not be required to, draw upon the security refened to in this
Agreement and complete the uncompleted improvements refened to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
Flcdev\Bill\Projects\DlA\DlA Cash drafl_121202.doc Page 2 of 5
lf the costs of completing the uncompleled improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelve percent
(12%) per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad
valorem taxes levied against such property. lf the Developer fails or refuses to complete the
improvements referred to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to
penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty),
of the Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements refened
to in this Agreemenl located on Town property or within a Town right-of-way, pursuant to Chapter
8-3, of the Vail Town Gode, for a period of two years after the Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in writing and executed by all parties hereto.
Flcdev\Bill\Projects\DlA\DlA Cash dran_121202.doc Page 3 of 5
Dated the day and year first above written.
STATE OF COLOMDO
COUNTY OF EAGLE
STATE OF COLORADO
COUNTY OF EAGLE
The foregoing
_Day of
ss.
The foregoing Developer lmprovement Agreement was acknowledged before me this
aol-h Day of ffiorch ,2003 by 6req No-tJ
Witness my hand and official seal.
My commission expires nlet laiooe)
Orr"." L -fd.,.^rr,-#
Notary Public
Town Planner
)
)ss.
)
Developer lmprovement Agreement was acknowledged before me this
2O-by
Witness my hand and official seal.
My commission expires:
Notary Public
Ficdev\Bitt\Projects\DlA\DlA Cash d?ft_1212'2.doc Page 4 of 5
ATTACHED COPIES OF THE ESTIMATED BID(S)
1. Revegetatl.on of dlsturbed areas on hitlslde north of Town Shops.
2. Install lnpound lot per plan drawn by John Gallegos, approved by
Vall Pollce' and subrnLtted to Coununlty Development ltlth building
plans for pernl,ttlng.
3. Flnal 1lft of asphalt on north side of Town Shops ln front of nev
baye .
4. Coupliance with Conetructlon Inepectorrs requlrenents:
IIay balee around dralnage inlets for erosion controL
Regrade/lnstall dralnage dltch to drain excess water
Cleanup trash oD north slde
Barricade to keep care from drLving on edge of aephalt
MalntaLn acceas for FLre Departnent
FlcdevlBinProircts\DLq\Dn Cash draff_121202.doc Page 5 of 5
75 South Frontage Road
Vail. Colorado 81657
970-479-2162
Fax 970-479-2443
Department of Public Works / Transportation
Fleet Maintenance Division
Memorandum
TO: Allison Ochs
From: Todd Scholl
Date: July 24,2003
RE: Developer Improvement Agreement (DIA) - Public Works Shops
The Public Works Department has been working diligently to perform the required
improvements per the DIA. The deadline to complete the improvements is August 1,2003, at
this point it will not be possible for us to complete the improvements by that time. I arn
requesting an extension to complete the improvements until October 1,2003.
There are four improvements that are required by the DIA:
l. Revegetate the disturbed areas on the hillside north of the shops - We have
revegetated the west side of the disturbed area on the hillside and as we work our way
to the east and finish the final grading we will revegetate the hillside as we move
along.
2. Install the impound lot per the plan drawn by John Gallegos - We have not been able
to start construction on the impound lot as it is located in an area that we are still
excavating dirt from. As soon as we finish re-grading the hillside and re-grading the
yard area we have created, we will start construction on the impound lot.
3. Final lift of asphalt on north side ofthe shops - This has been completed.
4. Compliance with construction inspector's requirements - We are complying with his
requirements.
As I stated earlier, we are working diligently to finish the improvements, we are hauling with
five to six trucks per day, hauling to the noise berm. We have approximately four to five weeks
ofhauling left, depending on the weather, final grading ofthe new area we have created, and
construction of the new impound lot.
If you would like to meet to review the work we are performing or for cladfication of any issues
you may have, please call me at2l63.
{p **"uo' ""*
o
,-#p
Design Review Board
ACTION FORM
Deparbnent of Community Develo prnent
75 South Frontage Road, Vail, Colorado 81657
tel; 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
Project Name: Town of Vail Shops DRB Number: DR8020356
Project Descrifiion:
Amendment to a development plan
Participants:
OWNER Town Of Vail 1010212002 Phonez 479-21'14
1289 Elkhorn Drlve
Vail, CO
81657
License:
APPUCANT Town Of Vail l0l02l200.2 Phone: 479-2444
1289 Elkhorn Drive
Vail, CO
81657
License:
Project Addrcss: 1309 ELKHORN DR VAIL location:
Legal Description: Lot: Block Subdivision: VAIL ULLAGE 8TH. FILING
Parcel Number: 21010920@01
Comments:
BOARD/STAFF ACrrOr{
Motion By: Action: SFAFFAPR
Second By:vote: Date of Approval: IWA2|2002
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate revieu/ committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Condr CON0005604
No additional paving is permitted beyond the scope of the building permlt
Cond: CON0005505
The site must be re-vegetated to match the existing vegetation.
Cond: CON0005605
As the berms are in CDOT right-of-way, the TOV has no review authority on the noise
berms. This approval does not constitute TOV approval of the berms
o
DRB Fee Paid: 30.00
o
OchsPlanner: Allison
,-ffi Application for Design Review W
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970,179.2139 tax: 970,479.2452
web: www.ci.vail.@.us
General InformaEon:
All projects requiring design rwiew must receive approval prior to submitting a building permit application' _Please
refer to the submttal requirements for the particular appmval that is requested. An application for Design Rwiew
cannot be accepted untii all required infonnation is received by the Community Development Department. The
project may also need to be reviewed by i:he Tottrn Council and/or the Planning and Environmental Commission'
Oeiign r€view apprcva! lapces unlecs E building pemit is issued and @nstruction commences within
on€ year of dre approval.
Description of the Request:
<-
Location of the Proposal: [oh_-Block:-
Physical Address:
Parcel No.: 2 lO I 04LO OOql
-
(@ntact Eagle @. Assessor at 970-328-8&O for parcel no.)
a r r\.-Zoning: (JotgA UIL
Name(s) of Owner(s):
Owner(s) Si gnature(s) :
Name of Appllcant:
Malling Address:
tr
tr
tr
E-mail Address: __Fax:
Type of Review and Fee:
tr Signs
tr Conceptual Review
New Con*ruction
Addition
Minor Alteration
(multFfamily/commercial)
Minor Alteration
(singlefamily/duplex)
Changes to Approved Plans
Separauon Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construdion of a new h.tilding or demo/rebuild'
$300 For an addition where square footage is added to any residential or
commercial building (indudes 250 addiUons & interior conversions).
$250 For minor dtanges to buildings and site improvements, sudl as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildlngs and slte improvements, such as,
reroofing, painting, window addidons, landscaping, fences and
retaining walls, etc.
$20 For revisions b plans already approved by Planning Staff or the
Design Review Board. , ., , ,, n, , INoRre \J,' ;
ForOffice Use Only:
Fee Paid: -_....._-_-_ Check No.:__ By:
o Existing and proposed contour lines, Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted,
Lighting Plan:D Indicate type, location and number of fixtures.n Include height above grade, lumens output, luminous areao Attach a cut sheet for each proposed fixture.
II. REPAINT PROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
o Color chip or color sample including the manufacturer name and color number(s)
c Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding. stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of L2102/07102
PROPOSED MATERIAIS
Buildinq Materials Tvoe of Material Color
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specify the manufacture/s name, the color name and number and attach a color chip.
Page 6 of L2lOZl07lO2
PROPOSED LANDSCAPING
Botanical Name Common Name Ouantity Size
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
Minimum Requirements for Landscapingr Deciduous Trees - 2" Caliper
Coniferous Trees - 5' in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc. )
Page 7 of L2l02l07ll2
UTILITY LOCATION VERIFICATION
This form is to verify service availability and location for new construction and should be used in
conjunction with preparing your utility plan and scheduling installations. The locaUon and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Siqnature Date
QWEST
970.384.0238 (tel)
970.384.0257 (fax)
Contact: Jason Sharp
EXCEL HIGH PRESSURE GAS
970.262.4077 (tel)
Contact: Brian Sulzer
HOLY CROSS ELECTRIC ASSOC.
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCEL ENERGY
970.262.4024 (tel)
970.252.4038 (fax)
Contact: Kit Bogart
EAGLE RIVER WATER & SANITATION
DISTRICT*
970.476.7480 (tel)
970.476.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.949.L224 x 112 (tel)
970.949.9138 (fax)
Contact: Floyd Salazar
*Please provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed.
NOTES:
1. If the utility verification form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the
development can proceed.
2. If a utility company has concerns with the proposed constructionr the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resolved.
The issue should then be detailed in an attached letter to the Town of Vail. However, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. Utility locations must be obtained before
digqing in any public right-of-way or easement within the Town of Vail. A buildinq permit is not a
Public Way oermit and must be obtained separatelv
Page B of L2l12l07l02
'i tB
,X'-/f
I
F"d
,' /
'*NlrJ ,.'E6
J;
-(i
;
c
z
6t'tFul'o
f{
$t
46fr
FreDO5=F
N\:
il
/
zx&\)HEv
i6=5FiF
a'--\
L-:
3+si
\F ,.--\
sqr {5) 9-H-i a,Rfu
cA- Poir r
S$G -1-
i
i
o
o
te Reg. # 02-394
SUBMITTAL DATA
FOR
VAIL MAINTENANCE SHOPS
I3O9 ELKHORN DRIVE
VAIL, COLORADO 81657
r0-9-2002
HYDRAULIC CALCULATIONS
A. Remote Area# l, Main Level Shop
B. Remote Area # 2,Upper Level Office
DOUBLE CTIECK BACKFLOW PREVENTER
CFIECK VALVES
CONTROL VALVES
FLOW SWITCHES
PIPE
THREAD PIPE FITTINGS
GROOVE PIPE FITTINGS
SPRINKLER HEADS
SPARE I{EAD BOX
HANGER MATERIAL
#W
i.-?ftdifis
lI vaif I"taintenance shops ]tnn Date:70-2-2002
SIDRAT'LIC DESIoI I}TFORMAIION T'EEET
()or trot 8:75
Remote Area Nurnber: 1
TelePhone : 97 O - 9 63- 87 5 2
OccupancY:
Job Name:
Location:
Drawj-ng Date :
Contractor:
vaiJ. Maint€nance gtroPs
l-309 Elkhorn Drive
Vaj-I, Colorado 8L657
to-2-2002
EFI Fire Protection, Inc.
0035 Apache trail
Carbondafe, Colorado 81623
state Reg# 02-394
Designer: K.W.D.
CalcuLated By: SPrinkCAf,C
cSC Systems & Design
Construction:
Reviewing Authorities: vaj-I Fire Department
SYSTEM DESIGN
Code:NFPA-13
Area of Sprinkler Operat
Density (gpm/sq ft)
Area per Spri-nkler
Hose Allowance Inside
Hose All-owance outside
Hazard:oRDINARY II System Type:WET
on l-500 sq ft
0.200
130 sq ft
o gpm
250 gpm
Sprinkler or NozzLe
Make:Central Model: A
orif ice: 1,/2 K-Factor: 5 . 60
Temperature Rating : 165
CAICULATION SUUMARY
gpm Required: 683.1
L5 Elowingpsi Reguired:
Out]-ets
7{.8 g source
t
't WATER SUPPLY
Water Flow
Date of Test
Static Pressure
Residual Pres
At a FIow of
Elevation
rTa<f
9-24-2002
94. 0 psi
84.0 psi
1-455 gpn
0tt
Pump Data
I Rated Capacity
Rated Pressure
ELewation
Make:
Model:
Tank or Reservo
I Capacity
Elevation
o gpm
0.0 psi
0
Well
Proof FIow o gpm
Location:te
Source of Information:HEI Fire Protection
SYSTEM VOLUME 500 GaI
Notes:
A
- vail lcajntenance shops (}lt"n Date:L0-2-2002 o
I.,EGEND
HyD REF Hydrautic reference. Refer to accompanying flow diagram' .-
K FACTOR F.Iow factor for open head or path where Flow (gpm) = K x -\/P
SIZE Nominal size of PiPe.ID Actual internal diameter of pipe
C Hazen Wil-liams pipe roughness factor
TYPE Tl4)e or schedule of PiPe
# FITS number of fittings as follows:
90-90degEI}45-45degElIT-TeeLT-LongTurn90E11
spEc - ritiing other than above or fitting with hydraulic
equiwalent length specified by manufacturer'
Pt Total Pressure (Psi) at fitting
Pf Frj-ction loss (Psi) to fitting
where Pf = I x 4.52 x (Q/c)^1.85 / ro^e.er
Pe Pressure due to change in elevatlon
where Pe = 0.433 x change in elevation
Pv Velocity Pressure (Psi)
where pw = 0.00j-123 x e^2/ID^4
Pn Normal pressure (Psi )
where Pn : Pt - Pw
Pdrop Pressure J-oss in pipe rJ-se or drop to an open head'
Phead Pressure at an oPen head.
ELEV elevation from branch tee to open head.
PIPE pipe length from branch tee to open head.
FITS t:-ttinq equivalent length from branch tee to open head'
NOTES:
- pressures are balanced to 0.001 gpm- Pressures are listed to
0.0l"psi.Additionmayvarybyo.Olpsiduetoaccumufationof
round off.
- Calculations conform to NFPA i-3 edition.
- Velocity Pressures are not considered in these calculations
* Path #1 is from the most remote head back to the r'rater source.
- Later paths are from the next most remote head back to previously
def i nerl naths
VaiL Maintenance shops )rt"n Date:70-2-2002 ]or etoz
I t EYDRAT'LIC CEICIUI,ATIODI DEEAILS
EYDRAI'LIC ELOI{
gp|nQXY DESCRIPTION I.,TNGTS C
Hydr Ref W Required at HYd Area 1 433
1 Pipe 4" DFx21 Western 7' L2O 4.31-0 433
l- 4" Grwd Shotgun Valve CSC 1'90' 2Lt L2O 4'026 433
1 Pipe 4" DFx21 Western 3t 120 4.310 433
1 4" Grvd Butterfly Val-ve csc I'BFvn 1-4t 'J.20 4'026 433
1 Pipe 4r' DFx2l- Western !' !2O 4.310 433
1 4" Grvd Tee 2ot I2o 4'026 433
Elevation Change 10t0'
LOSS
Psi
433 74.4
433 0.4
250 gpm
TOTAI.S
53.11 psi
Psl
Psr
?4.8
91 .5
16.8 psi
n?
12
0.1
0.8
0.0
11
4.3
1
1
L
Hydr Ref Rl- Required at Base of Riser 433
Pipe 4'r DFx21 Western 4t 1-20 4.31-0 433 0 ' 1
4'r Flngd Back FIow valve Febco rt860 CHART LosS 433 8'9
61 .2 psr
Required at Street side Backflow 433 ?O-3
42t 'J,20 4.260 433 1-.8
401 120 4.026 433 2-3
35' 120 8.071 433 0. 1
Hydr Ref R2
Pipe 4 rr 10x25
4" Grvd 90 Ell-
8 r' Grvd Tee
Hydr Ref R3
Pipe 8" DIxl-8 cl- 52
Required at Top of Stub
393' 1-40 8.720
Fixed Flow outside Hose Allow.
Hydr Ref sRc Required at Source 683
Water Source 94.0 psi static, 84'0 psi residual G 1455 gpm 683 gpm
SAFETY PRESSURE
Available Pregaure of 91 .5 psi Exceeds Required Pressure of 74.8 psi
(his ie a safety margin of 15.8 psi or 18 t of SuPPly
Maxj-mum Water Velocity is 26.1, fps
Psi
P3i
't
vaif ltaintenance shops l)rt"n Date:1-0-2-2002 ]or stoz 8: 1-5
PAGE 1
PRESSURE BRJAT{CS LINE
$NA{ARI TO EE.AD
REINOIT AREA *1
EI€T{
(GPt{)PTPE
*oI.
FITS
IJNGTE
FEET
EYD REF OUTI,ET
K FACTOR PIPE
srzE 90 45
ID TLT
C IYPE OTEER
VEI.,OCITT
IPSS PSI/FT
EI.EVATION
Pdrop PIPE
Phead FITS
PTPE
E'ITTIIIGS
TOtrAL
Pt
Pv
Pt:t
Pt
Pf
Pe
ELTV
PATE 1 E'ROM E]TDR.AI'LIC REEERENCE 6 !O T' (PRIMARY PATE)
HEAD 6 26.0
0.20 gpm/sq ft
K: 5.60 26.0
1tt
1.080"
120 DT
9r 10fl 9-
0'g'10.,
0000
0
0.1830'
fps 21,.6
1.8
0.0
21,.6
0.0
2I .6
HEAD 5 27.I
0.21 gpm/sq ft
K: 5. 60 53.1
L'
l_.080'
t_20 DT
9'10',
0rt
9'10'
23.4
6.8
0.0
23.4
0.0
23-4
0000
0
18.8 fps
0. 687
0rt
HEAD 4 30.7
0.24 gpm/sq ft
K= 5. 60 83. I
l-k.
1.408'
120 DT
TrLu
617 "
l-3 r B'
30.1
6.0
0.0
"n 1
0.0
30. 1-
0010
1?.4 fps
0.440
0rt
REE 40 86.2
PATH 3
K:14.33 170.0
T'"
1.639"
t_20 DT
1t 9tt
8t9tr
1,0 r 6"
36.2
a1
0.8
00t_0
26.1 fps
o.776
1'9',
REF A1 11 r 6*
11r 6t'
3-B fps
0-007
0rt nn
All
4.310',
170.0 120 DF
00o0
0
REF A2 170.1
PATH 2
K= 25 .32 340.l-
4tt
4 .310'
120 DF
12t A',
0tt
I2t 4u
7.6 fps
0.025
0tt
45.1
0.3
0.0
0000
REF A3
PATH 5
K= 13.80
93. 0
433. 1
4.31-0
120 DF
l-44 | 0'
27 | 10u
l_71' 10'
9.6 fps
n n?o
0'
45.400
L0
REF A4 4"
4.310r'
433. 1 120 DF
10
00
26r ztl
21 gtr
28'LI"
9.6 fps
0. 039
0"
52.2
11
0.0
REF W 433.1 gpm PAIE 1 K=59.28 53.{ psi
vaif I'laintenance shops (}lt"n Date:1-0-2-2002 ]or stoz a.1q
PAGE 2
PRESSI'RI BRjANCS LINE
SUA{ARY TO EE,AD
REI'PIE AREA *1
ELOI{
(cP!r)
*oF
E.ITS
I.ENGTE
FEET
EYD REF OUTI.ET
K FACTOR PIPE
SIZE 90 .15
ID TLT
C ITPE OTBER
PIPE
FITTTNGS
TOTAT
VEITICITT
LOSS PSI/FI
EI,TVATION
Pdrop PIPE
Phead FIlg
Pt Pt
Pf ht
Pe Pn
PAIB 2 FRO,T EIDRAT'LIC REFERENCE L2 TA NI
HEAD 12 26.0
0.20 gpm/sq ft
K= 5.60 26.O
l-'
1. 080'
120 DT
9r10n
0tt
9'10'
9.2 fps
0.184
0rt
2L.6
10
0.0
2t.6
0.0
zL.o
0000
0
HEAD 11 27.L
0.21 gpm/sq ft
K: 5.60 s3.1
1'
1,.080"
t_20 DT
9r10"
0"gr10'
23.4
6.8
0.0
23.4
0.0
23.4
0000
0
18 .8 fps
0.688
0'
HEAD 10 30.8
0.24 gpm,/sq ft
K: 5-60 83.9
REF 4t_ 46.2
PATH 4
K= 14.33 1"70.l-
1l{t
1.408"
120 DT
Lr"
1.639'
120 DT
7'1'
6t7u
13'8"
30.2
6.0
0.0
30.2
0.0
30.2
0010
0
17.5 fps
0.440
0.
00l-0
0
lr9tt
8r9t
10'6"
36.2
nl
0.8
26.1 fps
REF A2 17O.1 gpo PAIB 2
PATE 3 EROM EYDRAT'LIC REFERENCE 1 !O 1lO
25.32 45.1 psi
.dI!AL' -L
0.21 gpm/sq ft 1-.080'
K= 5.60 26.'7 120 DT
0000 9t 7',
0.
9r 7 tl
9.5 fps
0. 193
0rr
22.8 22.8
0.0
22.e
0.21 gpm,/sq ft 1.080'K: 5. 60 54. 6 l-20 Dr
0000
0
g'10'
0tt
9'10'
1-9.3 fps
o.723
0'
24.7
t -r
0.0
24.'7
0.0
z+. I
HEAD 3 3]-.6
0.24 gpm,/sq ft
K= 5.60 86.2
1t.
1. 408 n
l-20 DT
2t LOU
6t "7n
9t5tt
.9 fps
0.463
0tt
?1 e
4.4
0.0
?1 R
0.0
31.8
o010
0
REF 40 86.2 gpn PAIE 3 f,=1{.33 36.2 psi
VaiJ- Itaintenance Sftops f"itq Date: 70-2-2002 )or nrot
PAGE 3
PRESSI'RE BRJAIICE LINE
SIEA{ARY TO SEAD
REIIIOIE ARE.A *1
ETPW
(cPM)
*oF
E.ITS
I.,ENGTB
FEET
EYD REF OUTI.ET SIZE 90 45
ID TtT
K FACTOR PIPE C ltPE OTEER
PIPE VEI,OCIry
FTTTTNGS r.,,OSS PSI,/FT
TOTAL EI.,EVATION
Pt Pt
Pf Pv
Pe Pn
Pdrop PIPE
Phead FITS
PATE 4 EROM ETDRAT'LIC REI'ERENCE ? $O {1
HEAD 7
0.21 gpm,/sq ft l-.080"K= 5.60 26.8 120 DT
0.21 gpm/sq ft 1.080"K= 5.60 54.6 120 DT
0000
0
9t7u
0n
9r7tr
zz.9
1.9
0.0
24.7
7-2
0.0
zz.3
24.7
0.0
9.5 fps
0.194
0tt
19.3 fps
o.'124
0tt
.9
9r10"
0rt
9t10"
HEAD 9 31. 6
0.24 gpm,/sq ft
K= 5-60 86.2
1k'
1.408"
120 DT
2'10u
6r7..
9r5'
31.9
4.4
0.0 al o
00
10
0
1-7. 9 fps
0-463
0rt
REF 41 86.2 gpn PATE { K= 11 .33
PATS 5 FROM EYDRAULIC REFERENCE 13 TO A3
36.2 psi
HEAD 13 28.9
O-22 qpm/sq ft
K: 5.60 28.9
1.
1.080'
120 DT
26 .6
0.0
26.6nn
26.6
0000
0
g'7,, 10.2 fps
0n 0.223
gr1u Ott
HEAD 14 3O.O
0.23 gpm/sq ft
K= s.60 58.9
1t.
1.080"
120 DT
9|10
0tt
9r10"
tA I
nn
28.4
0.0
28.8
0000
0
20.8 fps
0.834
0n
HEAD 1_5 34.1
0.26 gpm/sq ft
K= 5. 60 93.0
11{ "
1_ . 4 08'l
1_20 DT
2'10"
6r7t|
9r5t
?? n 37.0
3? .0
nn
1n 19.4 fps
0. 533
0tt
REF 42 1r,,
1. 639n93.0 120 Dr
l-'9' 14.3 fps 42.08r9. 0-254 2-'7
10 r 6. 1'9* 0,8
00t_0
0
REF A3 93.O g6n PAEE 5 K=13.80 45.4 psi
q"6Hgs
3S,Ei
rFsg
-- 0=
E ?'rro, o (/)(r! =\to Eq,
Efg$F
FFgN=8!q
igs;6B s. E.
a -lT7
AAB€'< -fl c ='3gd so"vt
0
dei(DO)@
E|cI O*E o'
9A5
FFTo">"=oN{6oPoodEO O33
E=r8 F
E:=5
E='C)E
i_- .D >€gt!vta
cL
=o
aa
l!o{
rctE
3
Job Name :
Locati-on:
Drawing Date:
Contractor:
VaiL l"laintenance Shops )ning Date: 70-2-2002
NTDRAT'LIC DESIGDI INIORMATIOI{ SEEET
]ot nro,B: L6
Remote Area Nunber: 2
Telephone: 97 O-963-87 52
Occupancy:
VaiI Maintenance thotrts
1309 Elkhorn Drive
Vai1, Colorado 81657
1.O-2-2002
EfI Fire Protection, Inc.
0035 Apache Trail
Carbondale. col-orado 87623
State Reg# 02-394
Designer: K.w.D.
Catculated By:SprinkCAL,C
CSC Systems & Design
Construction:
Reviewing Authorities:vai-I Fire Department
SYSTEM DESIGN
Code:NFPA-1-3
Area of Sprinkler operation
Density (gpm/sq ft)
Area per Sprinkler
Hose Allowance Inside
Hose Allowance Outside
Hazard: LIGHT
Sprinkler
Make: Central
Orifice: 1/2
Temperature
System Type:WET
or Nozzle
Model: GB-QR
K-Factor:5.60
Rating:1-55
1-500 sq ft
0. 1_00
1?0 sq ft
o gpm
1-00 gpm
CALCULATION SUUMARY
gpm Required: 612.O
15 Flowing
psi Required:
outlets
8O.2 e Source
WATER SUPPLY
Water Flow
Date of Test
Static Pressure
Resi-dual Pres
At a Flow of
Elevation
Pump Data
I Rated Capacity
Rated Pressure
Elevation
Make:
Model:
Tank or Reservoir
I Capacity 0 gal
Elevation 0
Test
9-24-2002
94.0 psi
84.0 psi
1455 gpm
0"
o gpm
0.0 psi
0
Wel-1
Proof Flow o gpm
Source of Information: HFI Fire Protection
SYSTEM VOLUME 500 Gall-ons
Notes:
VaiL l,laintenance shops f"r:rrg DaXe: L0-2-2002 )0, nro,8: 76
TOTALS
60.9 psi
ES)RAT'LIC CjAI€UIa'TIOT DEIAIT,S
QlT DESCRTPTION
ETDRAI'LIC
I.EIfGTE C ID
Hydr Ref W Required at Hyd Area 2
1 Pipe 4" DFx21 Western 7' L2O 4-3101 4n Grvd Shotgun Valve CSC "90' 2Lt L2O 4.026
1 Pipe 4" DFx21 Western 3t 120 4.310
1 4' Grvd Butterfly Valve CSC nBFVrt 14t I2O 4.026
1 Pipe 4" DFx21 Western Lt LzO 4.3101 4r' Grvd Tee 20' L2O 4.026
Elevation Change L0'0"
l.rp[ir
gPn
362
362
362
362
362
362
362
o.2
0.8
0.L
0.6
0.0
0.8
4.3
LOSS
Psi
1
I
1
4
I
Hydr Ref R]-
Pipe 4" DFx21
4" Flngd Back
Hydr Ref R2
Pipe 4" 10x25
4rr Grwd 90 811
8" Grvd Tee
Hydr Ref R3
Pipe 8rr DIx18
362
362 0. 1362 9.2
67.7 psl'
P3i
79.9 pai
80.2
92.O
11 .8 pai
Requi.red at Base of Rj-ser
Western 4t L2O 4.31"0
fl-ou Valve Febco "860 CHART LOSS
Required at Street side Backflor.r 362
42t L20 4.260 362
40t I20 4.026 362
35' 120 8.07L 362
Required at Top of Stub
393r 140 8-720
Fixed FIow Outside Hose A11ow.
77.O
r.5
1.6
0.0
cl 52
362
362 0.3
250 gpm
Hydr Ref SRC
Water Source 94.0 psi Required at Source 6L2
static. 84.0 psi residual G 1455 gpm 6L2 gpm
SAFETY PRESSURE
p8i
Psi
AvaiJ.able Fregsure of 92.O pai Exce€d8 Required Pr€ssure of 8O.2 psiltrig is a aafety uargin of 11.8 psi or 13 t of Srryply
Maximum Water Velocity is 2l-.2 fps
VaiL ltaintenance Shops )ning Date:70-2-2002
-.0/
9/02 8:L6
-
I..EGEIID
HYD REF Hydraulic reference. Refer to accompanying flow diagram-
K FACTOR Flow factor for open head or path where Flow (gpm) : K x -\,/P
SIZE Nominal size of pipe.
ID Actual internal- diameter of pipe
c Hazen Williams pipe roughness factor
TYPE Type or schedule of pipe
# FITS number of fittings as follows:
90 - 90 deg Etl 45 - 45 deg 811 T - Tee LT - Long Turn 90 El1
SPEC - Fitting other than above or fitting with hydraulic
eguj-valent length specified by manufacturer.
Pt Total pressure (psi) at fitting
Pf Friction loss (psi) to fitting
where Pf = I x 4.52 x (Q/c)^1.85 / ID^4.8?
Pe Pressure due to change in elewation
where Pe = 0.433 x change in elewation
Pv Velocity pressure (psi)
where Pv = 0.001123 Y Q^2/lD^4Pn Normal pressure (psi )
where Pn : Pt - Pw
Pdrop Pressure loss in pi-pe rise or drop to an open head.
Phead Pressure at an open head.
ELEV elewation from branch tee to open head.
PfPE pipe length from branch tee to open head.
FITS fitting equivalent length from branch tee to open head.
NOTES:
- Pressures are bal-anced to 0.001 gpm. Pressures are listed to
0.01 psi. Addition may vary by 0.01 psi due to accumulation of
round off.
- Calculations conform to NEPA 13 edition.
- Velocity Pressures are not considered in these Calculations
- Path #1 is from the most remote head back to the water source.
- Later Paths are from the next most remote head back to previously
defined paths
VaiL Maintenance
REMOIE ARE,A f2
EIPW
(cPt-r)
shops )ring Date: L0-2-2o02 ]or tro,8: L6
PAGE 1
PRESSI'RE BRANCE LINE
STNN'ARY TO ESADPIPE
* oE'
FITS
I.ENGTE
I'EET
EYD REF O(IIT,ET
K FACTOR PIPE
srzB 90 45
ID TLT
C TTPE OTEER
PIPE \IEIPCIIT
FITTINCS IOSS PSI/FT
TOTAL EI.EVATION
Pt
Pf
Pe
Pt
Pv
PTI
Pn EI"t\t
Pdlop PIPE
Phead FITS
PATE 1 ERo|'I EYDRAULIC REFERENCE 16 TO W (PRIUARY PAIE)
HEAD 16 17. 0 1"
0.10 gpm/sq ft 1.080"K= 5.60 17.0 120 DT
0000 L2'0"
0'
a2t o,'
6.0 fps
0.0840'
9'7
>-z
a'7
1.0
0.0
-24
24"
28u
HEAD ].7 L'| .6
0.10 qpm/sq ftK: 5.60 34.6
1'
l-.080"
120 DT
1
0
0
n
7 | 2u 12.2 fps
2t 4u 0.31-1,
9r5" 0'
9.7 -24x-o.2 24"9.9 69.
9.'7
z-J
0-0
HEAD l_8 19. 9
0.12 gpm,/sq ft
K= 5.60 54.5
lkrt
1.408"
120 DT
1t 6
0.0
o
0 n
12t Ot' 1-1.3 fps
0" 0.198
L2t O,' ott
12.6 -24"
0.0 24tl
12.6 69n
HEAD 19 2L.6
0.13 gpm,/sq ftK= 5.60 76.1,
L'"
1.408'
l_20 DT
l-5.0
4.0
U.U
0
0
0
0
l-1 '0" L5.8 fps
0" 0-368
l-1f 0rr ott
15 .0 -24"0,1 24u
L4-9 69n
HEAD 20 24.2
0.14 gpm/sq ft
K= 5.60 100.3
I\n
1.408"
120 DT
IY.,L
nn
0010 2'5u 20,9 fps6t7|r 0.613
9r0r 0n
L9.1 -24"o-4 24"18.7 69n
REF 43 25.8
PATH 6
K= 5.20 ]-26.L
14"
1.639"
120 DT
24 -6
4.6
o
l-
0 1'6" l-9.4 fps
8r9' 0-447
l-0 r 3* 11 6"
REF 81 12 ' 0'
orl
12t O"
2lt"
2 .7 03"126-r 120 DF
0
0
0
7.1 fps 29.8
0.039 0.5
0" 0. 0
REF B2 137.8
PATH 2
K:25.03 263.9
2+1"
2.703"
l_20 DF
0
0
0
0
B'11' 1-4.9 fps 30.3
0" 0.1-53 'J-.4
8111' 0' 0.0
REF 83 98.1
PATH 3
K= L7.43 362.0
zru
2 .'l 03"
1"20 DF
z
1
0
0
37 r l-ft 20.4 fps 3L.7
3'7 14" 0.275 20.5'74151' 11,1" 4.8
CONTINI'ED 56.9 psi
vaiL Maintenance,shops f"r-trrg Date:1-0-2-2002 ]or tro,8:76
PAGE 2
PRESSI'RE BRA}ICB tINE
EIil!{ARY TO EE"BD
REMOTE AREA *2
Fr.olr
(ePM)PTPE
*oF
FTTS
I.,ENGTE
FEET
EYD REI' OUTI,ET SIZE 90 {5
ID TLT
K FACTOR PIPE C TTPE OTUER
VEI"OCI T Pt
IPSS PSI/FT Pf
EIJVATION Pe
Pt Pn EI.EV
Pr/ Pdlop PIPE
Pn Phead FITS
PIPE
FITTINGS
TOTAL
PATE 1 FROM EYDRAI'LTC REFERENCE 16 TO W (PRIUARY PATE) CONT'II{T'ED
REF 84 8.0 fps 56.90.028 3. 1
nrr n n
4.310" 2 0
362 -0 120 DF 0
69r8"
110 | 4rt
REF A4 4"
4 - 310"362.0 120 DF
1000
0
26'2"
2t 9t,
2B'11'
8.0 fps 60.00.028 0. B0" 0.0
REF lr 362.O gpm PATE 1 K= {6.40
PATE 2 FROM ETDRAULIC REFEREIICE 22 TO 82
6O.9 psi
HEAD 22 19.3
0.1-1 gpm,/sq ft
K: 5. 60 l_9.3
1' 1 01.080" 0 0
120 DT 0
11_.5 -24"-0.4 24"
11. 9 28"
TtItl
2t 4u
9r5'
6. B fps
0.105
0tt
11 q
l_.0
0.0
HEAD 23 19.8
0.12 gpn/sq ftK= s.60 39.2
L.080'
L20 DT
00
0
1,2'0" 13. 9 fps
0'r 0.392
L2t Ot ott
1-2 .5
4.7
0.0
'J,2.5 -24u-0.0 24"1"2.5 69'
HEAD 24 23.L
0.14 gpm,/sq ft
K= 5.60 62.2
1k"
1.408"
120 DT
).7.2
2.8
0.0
0000
0
11"r0" 12.9 fps
0r' 0.253
11r 0" 0"
77.2 -24"0.3 24"17.0 69u
HEAD 25 24.8
0.15 gpm,/sq ft
K: 5.60 87.0
l-qtt
l-,408'
1,20 DT
20-0
4-3
0.0
001,0
0
2t stt 1-8.1 fps
6t'7n o-471
9t0r ort
20.0 -24"0.4 24"19.6 69n
REF 44
PATH 4
K= l-0.31
qn o
1 ?'7 a
Lrt"
1.639"
l-20 DT
I | 9*
10r3"
2L.2 fps
0.526
1r6t
0010
0
l_r6 24.3
0.7
REF BiI 137.8 gpn PATB 2 25. 03 3O.3 psi
VaiL Naintenance Shops )*rnn Date:70'2-2002 ]or ttot 8: 1-6
PAGE 3
PRESST'RE BRA}TCB LINE
SUIA'ARY TO EE,AD
REIdOTE ARE.A *2
FI6TI
(cP[|r)
*oF
FTTS
IJ}TGTE
EIET
EID REF OUTI,ET SIZE 90 {5
ID TLT
K FACTOR PIPE C TTPE OTEER
PTPE VEIPCIXY
FITTINGS I,oSS PSI/FT
TOTAL EIJVATION
Pt Pt
Pf Pv
Pe Prt
kr EI"EI/
Hrop PIPE
Phead FIT9
PATE 3 EROM EYDRAT'LTC REFERENCE 28 TO 83
HEAD 28 22.O
0.13 gpm/sq ftK= 5.60 22.0
l- rt
1,.080"
120 DT
L2t O"
0r'
12'0'
7.8 fps
0. 134
0'
15.l-
1-. 6
0.0
0000 l_5. t- -24"-0.3 24"15.4 28"
HEAD 29 22.7
0.13 gpm,/sq ft
K= 5.60 44.7
1rt
1.080"
120 DT
16 -7
o-u
0.0
0000
0
1-2'Ort 15.8 fps0" 0.500
1_2t Ou 0 tt
16.7 -24x0.2 24"
16. 5 69'
HEAD 30 26.3
0.15 gpm,/sg ft
K= 5.60 7L -L
1k'
1".408"
l-20 DT
22.7
3.5
0.0
0010
0
4r3rt 14.8 fps
6t 7n 0.324
l_0rL0, 0"
22.'l -24"
0. 6 24"22.1 69'
r(E t { b
PATH 7K= 5.28 98.1
1l{ t
1-408n'120 DT
1r 6t
6t 'l tl
8f1t
0010
0
20.4 fps 26.2
0.588 4.8
It 6n 0.7
REF 83 98.1 Eprr PATE 3 (= 17.43 31 .7 psi
PATS 4 FROM ETDRjAT'LTC REFERENCE 27 P EI
HEAD 27 25.3 1" 0 0 4r5' 9.0 fps 2O.3 2O.3 -24"
0 - 15 gpm,/sq ft 1.080' l- 0K= 5.60 25.3 120 DT 0
5 r 9tr
r0,2"
0.175 1 .8
0' 0.0
-0.1 24"
20.4 28"
REF 45
PATI{ 5
K= 5-4L
25 .4 Ltt"
1-.408"
50.8 L20 DT
0.1,7 4 2.20" 0.0
00
1n
0
5'L0" 10.6 fps 22.L
6t 7 u
L2'5"
REF 4ll 50.8 gpe PATE 4 10. 31 24.3 psi
PATE 5 FROM EYDRAI'LTC REFERETTCE 26 !O /t5
HEAD 26 25.4
0.15 gpm,/sq ft
K= 5. 60 25 -4
1' O 0l-.080r 1 0
120 DT 0
20.5 -24"
-0.1 24"
20.7 28"
3r1rt
5 r 9"
8 r L0r'
9.0 fps
0.1"76
0tt
ZU.J
REF {5 25.{ gpn PAIE 5 f,=5. {1 22.1 psi
Vaif Itaintenance Shops )rtrn Date:L0-2-2002 ]or nro,8:76
PAGE {
PRESSURE BRANCE LINE
SI'IOdARY !O EE:AD
REIIOIE AREA *2
ET,O9|
(GPD!)PIPE
lol.
E'ITS
I"TITGTE
FEET
ETD REF OIITI,ET SIZE 90 {5
ID TtI
K FACTOR PIPE C TTPE OTBER
PIPE VEIO,CI: T
FITTINGS IP9S PSI/FT
SOTAL EI.EVATION
PT
ht
Pn
Pt
Pf
Pe
Pn EI..E|\T
Pdrop PIPE
Phead FITS
PATE 5 EROM EIDRAI'LIC RtsFERENCE 21 !O 43
HEAD 21.25.
0.1-5 gpn/sq ftK= 5.60 25.8
tt00
1.080. 2 0
120 DT 0
7r7n
11r 6"
19r l_.
.1- fps
0.181
0rr
27.L
3.5
0.0
1.1
2L.2
-24t|
24"
28n
REE'43 25.8 g6u PAIE 6 f,= 5.2O
PATS 7 I.ROM EXDRAT'LTC REFERENCE 31 To '16
2t1 .6 psi
HEAD 3]-27 .O Ltt
0.L6 gpm/sq ft 1,080'K= 5.60 27 .O L20 DT
5'l_0'
5.9"
11r7'
9. 6 fps
0.197
0rt
24.O
2.3
0.0
24.
0.7
23 -3
24n
69'
REF 46 27.O gn:m PATE 7 f,=5.24 26.2 psi
E
CLtl
3o
tr-
g
t
=ttoq
.r O- lO
EE€1
E sTA
c, o. o-300io9
'=o
=<..9gEE
fe5
'o E'oo.ocL
N(\l@85j
g
atl--o
E UE$,= =lL \
a$EcE t)- g)
'-'- E e
;:s FoB
fiE$fE E
isEsa
aho-OT\.c lfl(D o.a
EE!*
E€EE
E;EiE
IFEBCO/
BACTTLTN PREVEIINOI
RE D U C ED PRESSURE A SSE'I'BIY
Gharacteristics
Physical Properties
Size of Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperafure Range
End Connections
Materials
Main Valve Body
Coating
Shut Ofi Valves
Trim
Elastomer Oiscs
Spdng
Clamp
Application
Healh Hazard
21lz',3,4',6',8", 10"
175 PSI (1200 KPa)
350 PSI (2400 KPa)
32o F to 1400 F (0P C b 60(l C)
Flanged ANSI 816.1
Class 125
Duc e iron
Grade 6il5-12
Fusion epoxy coated
intemal and extemal
AWWAC550-90
OS&Yrestientwedge
gate valves
AWWAC509
Bronze
Alloy C83600
EPDM
Stainbss steel
AwwAC606 (10" Only)
U.S. Patent No. 4,989,635
Agency Gompliance
- ANSUAWWA (C511-8!)) - 218 - 1v. ASSE (Sd. 1013) - 2"2'- ro'. gaNrO9\ GA{.4) - 214' - r. UL Listed - 2rA' - E'. FM ApFoved - 2rla'- 8'. cUL - 2rA'- 8". approved by the Foundation fur Cross Connectbn
Control and Hydraulic Research at the University of
Southem Callbrnia- - 2'a'- E
IIODEL 8O{I REI'UCEO PRESSURE A$SEiIBLY
Model 860 Flow Gurves 2'E andS'
IODELEGO I STALTANON
4OO GPM
2OOO GPM
20
an:15
3
Y105r
5
20
oo-;1s
3
810or
5
20
o915
q
;10I-s
4- and 6"
8'and 10'
SOOO GPM
360TopView
Dimensions and Weights
U.S. - lnch.. |I.cdc - III
CDE G
Netwr. NotUn.
Lbc. (rg3.l Lb.. (Xg3.1
LRs os&Y
2i['(651 40%(1035.r)
3- l0o) 41'[(1063.6)
f(l0o) 46'r. (1174.8)
6-(1so) * (1422.41
r e00l 6s (16s1.0)
10' 12 l Tthllu4.7l
E\,1u7.71 12'h(3?{J.71
2sib (6so.9) 12% (32r.0)
nof 21 141r(365.1)
34L (882.7) 18% (479.4)
41L (ro6o.s) 23'1, (s6S.9l
46pA (1 12.9) ?V, (6!185)
1O|25/.S 12tt (327.01
10 (254.0) 13 (330.2)
10,1r (2572) 15'1,(384.2)
1 2tl. (323.9) 2st.(s27 .11
1s5,' (396.9) 26%(682.6)
1 s% (3$.9) 2gtt. 0 17 .8'
r0 (2s4.0)
r0 (254.0)
lo\h (257.21
111h(252.61
12tt. (3112'
124(314.3)
4tfr0l4.3)
4V, 1114.3)
s,b(139.7)
6'1,(165.1)
7 (77.4\
s (228.6)
7'A(181.0)
7!t (187.3)
8'[(206.4)
9%(2s0.8)
'| 1 Vs (282.6)
t2Y,(314.3)
219(99.3)
231(104.8)
317 (143.8)
441e18.21
734 (332.9)
946 (,129.1)
223 (101.21
233 (105.7)
334 (151.5)
s16 (234.1)
796 (361.1)
1O08 (4s7.2)
Note: Dlmensb]|s are nomlnal. Alowanoss must be mads fur nomal menufachrhg lolaranc€a.
FEECO Backllou Provonlton
P.O. Bor 8070. Flgsno. C493747-8070
559 2524791 . Fax 559 4sgsloilo. rww.qb-hd.c.m
SSIH) aru(IJ @yrig]t 2(m CilaB l.|d.Erd6c, hc
ilHlr+fc.
A lroht Don*lm Com$y
ISO 9001 Ccrtificd
Materials of Gonstruction
IIEI
I
1.1
1.2
2zl
22zg
3el
3.2
3,3
3Ja
4
4.t
12
5
6.t
6
o€tcatTn
Wt
Plp. Pt8
Sudhq (2'tf4'dyl
Co5.
ofl|lc
C.p S..e
tLr Nut
S.d Rk[
Gd(tl
Soatc X.d aqlr
Yvbr|.r
Ebdc SIA Ntt
Alln
e!the-9.ho Ph*[Ph
R.chhg Clp
R.iihlng OF
Ch.d Ohl
Lod Pln
Lur $.hC R.br
Sp.hC $.n
B.a. I tO2
lalElat-! | ITEI
asr GR 6a$r2 | r0
Gdv.gt I l0.l
ETRPIU
sFheSFhgdCtds.i[€.rhrhclldSFae G.s
t rserhg R.hrB|raf.!S.*.1
Pkr B-trtuf.G-hBshgSoff
thx.tnt NulUt h..Fbf. llrtut 'irRV.Oq...BHSqrGdd
RV. Body
Cor.!3olEbFt\rlt 8orUbn .RVlt ttrGda
Ltgt ltlptu{nt
IAIERIAI'
A3t3ttp.Ggl SS
A3l3Tt?.@l SSbRd.l
El$Alby C22'm
ES0aAby CglLrd R-trElSA&tCmfttb../F.dc
A..a.l Rdlrla ss
3E SSPbd*dPhd 9.d
BStia Abr Cgnll4 ss
HT'P€UaAbtCaln
18€ ss
Asil GR 0+/a$t2Phd gb.l
P*d$dPtd*d
EPTII1{!- AStr trdn
mr GsRptn
D B|fr.lL1 Fbr$hlr29 RV So.hgt Rl, *.n31 ldn GuH.31.1 t3r G.id. GRhC9 S-tb3 LffiG.lda!r S-Rhg
li(l O.hClal Ofihe342 Eff.l37 Sm. flgartrt3t R.ift.3&1 Sh RhgO Fbr$dr& g{!llv..al Nleb/41.1 t{beb112 Nbeba2 G-\LORqm S!|dhilo|| PhGl a)rtGs.[|tlt ClrD
t^lEdtt!
A2aO 3(X SS
A..ad Ratr
A3t3 Ty9. 3r2 Ss
AE ad R-h
BOE4 Alot C(nl
FOA EPTT'
€Ptnf AST TTIII)lcd R-h
B5t4 Aloy CEII)
FDA EPDTT
EP(tt AStt t}I(mA.d R-httbasTx oz(m
BSt l Aloy Ctl[trA.-l R-hA.-l R-tl
BStaAbt C64adt
&aa8|!.gr-a
AYYIYA CAlg8:tAbt Caim$hb$.4
r6t GR 64S12 |
EPT'IAS I!I[) |12Pru*d | 121Pbd$.| | 13
7
EI
9.t
B56.Alq CeIt I lel
rcad R-h I Ailx ss | 20.1azss 12|t2
ESEilAbtCeD lt4EPII|ASIUUm I 15r8{€s I ratxss I t7r6+ss I t6
cEqs | 2r
axss | 2ar6ass I n
EP(IICdGR. I Z'4g)udLkqtdft | B|elllF IXSS -m I eaBrmAlorccrll lzarEsta^br CgD | 6
EbCc$9 tn d AWIY Oat fi|r
FEBco Backflow "r"ton: Va].ve Be=roroancJ
Flow Curve:
860,Rduced Pressure Assembly,4 in
Ilc.dl6 (fEi)
gD
Aborrc dara is oftrrained &orn a naticna\ approved latoratcy. Aotuat po.fumance may yary.
Typical water system flow velocities are 0 to 7.5 $p. Typical fireline systen flow velmities are l5 to 20 fts.
Data Points:
$s 0 0.6 1.3 1.9 2.5 3.1 3.8 4.4 5 5.7 6.3 6.9 7.5 8.2 8.8 9.4
gpm 0 25 50 75 100 IE 150 175 200 225 250 275 300 325 350 375
Psr 7.4 lo.9 I1.8 t22 12.4 t2-4 12.4 I t.3 lo.5 to.o 9.6 9.5 9.3 9.0 8.9 8.8
fp-lo.l r0.7 I t.3 I1.9 12.6 t3.2 13.8 t4.4 l5.l 15.7 16.3
cFn 400 425 450 475 s00 525 550 575 600 625 650
pst 8.8 8.8 E,E 8.9 9.1 9.3 9.4 9.6 9.8 10.0 10.3
GheckValvG'9O
Horizontal or Vertical
Grooved End
Swing Check Valves (250 psi)
Manufaciured by: Cenbal Sprinlile Gonpany
451 Ndth Cannon Avenue, Lansdalo, PennelAnnh 19{z16
E^I il*,'J*.,. n rechnical
The Model 90 Ghedr Valvts are
atbactive, compad. laghtseight,
svingrtype units that elltt t ual6 frorv
in one direc{ion and prevent flor in
th€ opposite dirB.{ion. They ae
manufactured with a c6t imn body
and stainless s{eel dapp€r 6ertv.
A resilient elastomer sed fecing on
the springFloaded dapper emues a
leak-tight s€l and noFclidcing
operation The unils are dasigned b
minimize Etr hammer calsed by
flm reversal.
The Vdves are manufactr€d wlh
grcoved ends end era easily irtsllod
using Listed rnecfianical groove<l
conplings. They may be iristafi€d in
either a horizontal fiow a upward
vertical fl orY posifion.
Applications: tt odel 90 Choct
Valves se gereral prpce valves
inbnded for use in Fivate fire proteo
tion slrslems aB blloss:
1. ln connections fiom publb wat6r
supplies to aubmatic sprinkl* or
slandpipe syslems.
2. In conneclions ftom fire depert-
m€nt pumper cotrneciions to
automatic sprinkler or standpip€
systems.
3. In fit€ pump discfiarge or bypa8s
piping.
4. ln conneclions ftom gravity,
suclim, or pr€6slre tanks to
automatic sprinkler systems.
ilodd: 90
Styb: Sriitg Chedt (gt@r€xgue)
Siia: 2*',T,4'and 6'
Approrals: U.L., U.LC., F.ill, M.E.A
(Cal. ifD.28+7$SA)
Ma- Wdldng Pr6tr€: 250 Fi
Feery Hydro T€st 1(X)% at 5(X) Psi
Safthd Finish: Blue Enamel
Grove Specificatons: Standtd cut
grcoves perAWWAC606
Tal€{utoir€nsbn: 2f - 8'to.
3" - 8't.o.
4" - 9't.o.6' - 10%'t.o.
ShiBirB Weighl:2%" - I lb6.
Y - 9lb6
4" - 16lbs.
6- - 34 lbs.
2ra",3rt, 4rr &
6" Gtooued.
End Swing
Gheck Ualves
to. ta-ao
Cdrul Sf.-L lo. SJ
/
/
/
/,/
,/
/
/
/
Pressurc Loss Gulves
200 3(x) sm l(m
Flow Rate (g.p.m.)
Note: The ftiction loss, expressed as
equivalent length of scfiedule 40 pipe with
C=120, is as follows: 2W = I fi-
3" = 14ft.4" = 21 ft.
6" = 19ft.
I W b tfrftzd fu !g,tl &], q nM by6 anp,cl*n.
2 W b |/friliad fo(gsl€E dmabr DrDass onn6dtrl
3 W b,niw br maio dah smaclbn br tbar ctpd'egplicrliras.
7.0
5.0
3.0
=
2'0
4o
I r.ooJc
.9fi'. 05lt
-i,HtYI- \
-'J.|I-;;
&riq9
..l__,^
- ----*._t:^
I
!i.,-.F-,)_.
Dimensional Data - f,ode! 90 Check Valves (groove x grcove)
YdYE
sto
Vdve Dhlcnrbnr 86r Locrton3 L&Tag!.(od
x (to.l Y z A B c A6Ar E6B BECr 86.D
2rt
Afivn
I'
mSmn
2t/id
62 ,rm,
3l,f,
79 fim
ltAc'
tptm M
mrrn
1%i
110 nnr
w
16 fim 't6mn
1Wgfim
w
13 fim
3'
76 nn
r
2(B n'al
2yi
mnn
3rAc'
87rm
1r{
1t rm
2t
d) rpn
4)4c'
1(Bnm tO nm
w
tO Jrm
1W
Qrm
w
13 nm
g
l@ftm
I
Z)Itrun &i arr
3t)4.'
97ffm
1T
4mn
28
6l mm
5%c'
,29mn
Yt'
19 mn
Yt'
19 rm
7
51 tr}',13 fiNn
6'
1e fivn
10w
267drr
4Yr'
110 Em
5.
127 tm
1T
4ffm
bl'
67 mm
5%c'
t35 trr'|
Y.'
19 ftm
Yt'
19 nn
?
5, trm
,t
,3 nt/'l
o
ValveParts List - ilodel 90 Gheck
Design
Data
Model 9) Check Valves must be
installed in a horizontal or vertical
position in accordance with the
Listing.
Gheck Valves are required in
automatic sprinkler systems in
accordance with NFPA 13 Standards
as follols:
1. In each fire department connection
as ne€rr as practicable b the point
where the FDC joins the sprinkler
system.
2- When a sprinkler system has rnore
ihan one water supply, a Check
Valve must be installed in each
supply connection to prevent flow
lo one conneclion ftom exiling via
the other mnnection. A Check
Valve must be installed in each
water supply connection, if there is
a FDC on the system. An Alarm
Check Valve is considered to be a
Check Valve.
3. ln the "antilreeze lnop" of an
anlifreeze slrstem, if the sprinklers
in the antifteeze portion of the
qtstem are at a higher elevation
than the waler-a ntifteeze solution
interfac€. The Check Valve must
have a %f hole drilled thrcugh the
cbpper to allow for thermal expansion
ol the antifreeze solulion.
Gheck Valves ae required in
cenbifugal fire pump systems in
accordance with NFPA 20 Standards as
follows:
1. In the fire pump bypass piping.
2- In the pressur€ maintenance (iockey
or make'up) pump discharge piping.
3. In the fire pump discharge piping.
Check Valves are required in private
water tank supply slalems in accordance
with NFPA 22 Standads as bllows:
1. In the disctrarge pipe from a gravity,
suction or pressure tank
2. In the fill line to a gravity, suc{ion or
pressure tank, if the discharge pipe is
utilized for filling the tank
Check Valves are required in private
fire service mains in accordance with
NFPA 24 Standards as follows:
1- In each fire department connection.
2- In eactt water supply sotjrc€
conneclion. when lhere is more than
one source.
Check Valves *e required in stardpipe
and hose systems in accordance with
NFPA '14 Standards as follows:
1. In eactr fire departmenl connec{ion.
2. In each water supply conneciion.
Itclcripdotr Xalcriel
fao.
Re'd-
Frrt lftrnb.r
2*'f
VaIYE Body Cast lrql I 802$'16{n 8G3.07{n0 d)4.28{O 80&21{)m
Clapp€r Staid€ss Sbsl 1 8t[!$1t].q)8@-(pm0 80+29{00 80G15.{X)0
S€al Facing Bune N I 8(IlS}(n 8(803{m 8D4-18-{Xn 80c17-fix)
Seat Rhg S[airloss St66l 1 802$@{n 803-Gi{00 80+21{nO 80F1&Om
Hinge Pin Stairil$s Sb€l 1 8(X-32-(m 804-:l2-mo ex-3z{no 80G{Xt1-00
Bracket Stainloss SlEel 1 804-33{00 8{X-33{00 804-33{00 806.2trXlO
Plug (r/e" NPT)Cast Fon I 801G12-fl)8010-12-O0 801Gl2-(X)801&r2-{n
SprhS Staids S:taal 1 8(Pil21{)8tx-23-q)0 m+23-000 806-034{n
R€taining Ring S-tairtess Sfiecl 1 8(F26-(nO 8nF2S{m €t)&26-(m 3m-22-000
!/.' Hex Bolt sbd 2 6fi).8(Xm oulgxno Gfi)'flXm 6fi)€(Xm
Fastand S€d Nirib tsbd 2 19E-015{2 ts-ol6{2 198{)16.02 198{16{2
Retaining Rim Sfainl6s Sbd I 8@5{.4{n 8DlO4{nO m+.0+000 816.0e{m
R€tsrtbn Bolt Staid€ss S[e€l 1 8{It$,0$.m 8025'{Hn m+2(Xno 80ffi(m
Seal Ring Neopaone I 802S06-(x)g)250mo gr-z4-fl)o 8tx46.{m
Flodoc Nut Slaird€ss Sb€l I 802507{X)8(n5r07-fi)804{t7{no 8(X{7-{x)O
TZlnstallatim
t^J
The Model 90 Check Valve is
Listed for installation in either the
horizontial or vertical position.
When installed in a horizontal
position, the two %" hex bolts
musl be on the top side of the
valve.
For verlical insiallation, the
valve musl be installed so that its
outlet is above its inlet (i.e., flow
direction upward).
The anow, cast onto the body
of the valve, must point in the
direction of the flow.
The Check Valve is designed to
be installed using approved
mechanical grooved couplings.
Gare &
It[ainfrenarce
The Check Valve requires no
regular maintenance, however, it
should periodically be removed
and inspected by a qualified
inspec{ion service.
The owner is responsible for the
proper operating condition of all
fire protection devices and acces-
sories. The NFPA Standard 25
entitled, 'hs'€rf,o/n, Testing and
Main,ene, of Water-B#d F lE
P/o{edbn q6rems' conta i ns
gui.Celines and minimum mainte
nance requirements. Furlher-
rrc.e, the tut ltotil4l tlaving
Juriffiim may have additional
regulations and requirements for
maintenance, testing and inspec-
tion that must be obeyed.
Waming:
Any syslem maintenance or
inspection thal involves placing a
conbol valve "out-of-service" will
eliminate the fire protection
normally provided by the fire
protec{ion s}rstem. Prior to
proceeding, be certain to secure
permisskrn fiom aI Autlprities
fbving Jwidictiut and notiry all
o
2.peEonnel who may be affecled
during sTstem shutdorn- A fire
watch during maintenance periods is
a recommended precaution.
Disassembly:
1. Close the main water supply
control valve and drain the system,
relieving all pressure ffom the
check vafue.
2. Remove the mechanical grooved
couplings fiom each erd of the
check valve and remo\re it from
the piping system.
3. Remove the nilo 14." hex bolts
from the body of the check valYe,
thereby releasing the clapper
assembly bracket. Remove the
clapper assembly through the
"outlet' end of the valve. Cau-
tion: Be careful not to nick the
seat ring's sealing surface.
4. To replac€ the clapper seal facing,
remo/e the retention bolt in the
ccnter of lhe clapper assembly,
thereby releasing the retaining
ring. The seal facing may nolf, be
removed.
Reassembly:
'1. To reassemble the clapper
assembly, wipe off the face of the
clapper, place the new seal facing
on the retaining ring, place the
seal facing and ring against the
clapper, aligning the center holes.
Insert the retenlion bolt through
the clapper, seal facing and
retaining ring and secure in place
with the flexloc lock nut.
O 1997 CentralSpdnkt€r Company
Printed in U.S-A.
Inspect and clean lhe check valve
seat ring.
3. Insert the clapper assembly into
the check valve thmugh the
"outlet" end of the valve.
4. Align the two holes in the clapper
assembly bracket with the tuto
holes in the body of lhe check
valve. lnsert the two 1/4" he,\
bolts with fastener s€ls lhrough
the body, engage the bracket and
tighten.
5. lnsert the cfreck valve back into
lhe piping sy'stem. Veriry that the
flow atrow is pointing in the Proper
direc{ion to assure proper opera-
lion of the valve" Reinstall the
mechanical grooved couplings.
6. Place the system back in service
and secure all waler supply conbol
valves in their open pcition.
ItYhen lhe qrsbn is back h
ssvice, notily dl Ardhaibs fbvfrgl
Jurrscft&n and the pelsonnel who
w€re afrcled duing syslem shul-
dorrn.
Guarantee: Cenbal Sp.inkler
Company will repair and/or replace
any products fiound to be defeclive in
material or workmanship within a
period of one year from the date of
shipment. Please refer b the curent
Price List for further details of the
wananty.
^Cr^i-i-
ffi
-Gentral Sprinkler Gompany
45i Noih Cannon Avenue, bnsdab, PA 1 9446
Phone: 215*362{700
FAx: 215362-5385
0rdering
lnformation
Odering Information: When
placing an ord€r, indicate the full
product name. Please sPecifo the
quantity, model, style, and size, if
gauge, bypass or drain @nneclions
are desired. Swing Check Valves clo
not include mechanical groove
couplings. They must be ordered
separately.
AYailability and Service: Cenlral
sprinklers, valves, accessories, and
other products are available through'
out the U.S. and Canada, and
inbmationally, through a network of
Cenlral Sprinkler distribulion centers.
You may write directly to Central
Sprinkler Company, or call (215) 362-
07fl) f,or the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
't inch = 25.400 mm
1 foot = 0.3O48 M
1 pound = 0.4536 kg
l fool pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm,
I U.S. gallon = 3.785 dm'
= 3.785 liters
Conversions are approximate.
Shotgun-9O
Riser Check Valve
(Model 90) & Trim
Manutaclured by: Genbal Spinkler Corpay
451 Ntrlh Cannon Avenus, Lan6.lale, Ponnsyh,anh 19446
E!il*-'J** nrechnical
The Shotgun Riser Check Vahre is
an atbactive @mpect, futtt*uight unit
that indudes a tllodel 90 Chedr Vaha
with a complete fim pod€go tu
eoonomical inslalbton in u,€t type
sfinkler system risqls.
The valve is manufactned with a
stainl€Gs sleel cbpp€r ss€tnbly- A
resilient dGbfii€r sdl-facing on the
springFloeded clappe. insut€s e lek-
tighl 6eal and non€tiddng operatron.
Th6 units ar€ rated for a wdking
pressur€ of 250 p.s.i.
The Shotgun Rber Ched< Vahrc is
manufiaclured with gmorr€d ends ard
is eaEily installed uskrg Approved
mecienical groorr€d couplir€s.
Appllcation: The ShoQm Riser
Check Valve is intended br use in a
wet-type automatb sprinkl€r system
riser, as a mo|e attradive and
economical alternatiw to the alarm
check valve. Provision musl be made
for a local alarm. using en Approved
flo|r sritch.
TE'e'Riser
Gheck
Valve &]{odet 90 (with bim}
Slyb: Sring Ghe*, (gtw xgtw)
Sia: ZE,T,4',&t
Approvab: U.L., F.M.,
M.EA (284-75SA),
CA Sleb Fie ilarshal
(777G{b75:10O)
Wdkiqg Preesure: 250 psi
Fadory llydo Test lfl!% at Sfl) psi
Standard Finbh:
Valve: Blue Enamel
Trim: Blad( or Galvanized
G.orr€ Specincafions: standard G1lt
grmvesper AWWAG606
Tak€out Dirnensbn:
2W- t3'-8"4'-9'6' - 10k"
Shipping WeQht:
2l4l - 13 lbs.
3' - 14 lb6.
4' - 25 lb6.
6" - 35 lbs.
f,o. la-l.O
DP t.a,o
Elevation View
Shotgun Riser Check Valve - lilodel 90 Valve & Trim
Flow
ns
Check Yah
Trim Kit 2lA'& 3'
Shotgun Riser Check Valve
SmSH.
SupDly Sld.
Trim Dimensions
Risor alve
Slre
A
Dlmenrlon
a
Dimonsbn
G
Olme'tsion
D
Dlmonsion
z%',
3"
4"
6"
8"r
I
10w
9fgE
11W
lZrti
3lTtc'
3r|46'
41/ra'
eAi
10'
10w:"
13"
1{
Trim Kit 4- & 6'
X.in Orlln
T x2%'nipp|e
7 t.&,F ball valve
?gop e|bor
O-3m p.s.i. g€uge
lzr' x ? nipple
%' tree-way globe valve
/i plng
Gauge (rupply sitle)
G300 p.6.i. geuge
%'x?nippb(6'valve)
%' x 5" nipple (4'valve)
/r' lhreeray globe valve
11/,'x2W nipple
1%'Mtr bsll vahre
1%" 9$ elbdl
Sign B (Main Drain)
Geuge (syctem slde)
0-300 p.s.i. ga€e
%"x7niopb
%' three+vay globe r,ahe
7r" plug
%'x 1/r' bushing
Gauge (suppty side)
0-3m p.s,i. gsuge
%" x S nipple
%' tlree-way gbb€ r€lve
w
Design
Data
Design Requircrnents
The Central ShoQun Riser Gheck
Valve is Approved for installation in
either the horizonlal or vertical (flow
upward) position.
The unit should be installed in the
main riser of a wet pipe sprinkler
system. The main riser must be
equipped with a flow switch fior
activating a local eleclric alarm bell
(not included in trim kit).
The Shotgun Riser Check Valve
consists of the Model 90 Chec*
Valve plus a Trim Kit lhal includes
the necessary fittings, nipples, aM
valves to bim the check valve with
fuva pressure gauges, main drain and
sign.
The friction loss lhrough the
Sholgun Riser Check Valve, ex-
pressed as equivalent length of
scfredule 40 steel pipe with a G-facior
of 120, is as follows:
21A - gft. 4' - 21 fl.
3" - 14ff" 6" - 19n.
2. Remove the mechanicat
grooved couplings from each
end and remove the check
valve ftom the piping system.
3. Inspect the valve dapper seal-
facing. lf wom or damaged, it
should be replaced. Clean
thoroughly-
4. Inspect the valve seat ring and
clean lhoroughly. lf the seat
ring surfaces are nicked or
scored, it may be possible to
repair using lapping comPound.
lf not, replace the valve.
5. lnstall the check valve bac* into
the piping system. Veriry that
the flow anow is pointing in the
proper direciion to assure
proper operation of the valve.
Reinstall the mechanical
grooved couplings.
6. Place the system bac* in
senrice and secure all water
supply valves open.
For disassembly or reassembly
instruclions on the check valve, see
Central's catalog bulletin for the
Model 90 Check Valve.
The owner is responsible for the
proper operating condition of all fire
protection devices and ac@ssories.
The NFPA Slandard 25 entitlod,
',rtsfpcftn, T6s,W aN fihinbnen@
dWaw&d Firc Pfo&'cti,{l.
qrsterns', contains guidelines and
minimum maintenance requiements.
Furthsrnore, ttta Atfrwity HavW
Jutiilicl/xn maly have additimal
regldations and requirements for
maintenance, testing, and inspection
that must be obeyed.
Guarantee: Central Sprinkler
Company will repair and/or replace
any prodrFts found to be defeclive in
material or workmanship within a
perbd of one year from lhe date of
shipment. Please refer to the cunsnt
price list for further details of the
wa.ranty.
T}"startation f,I
The Shotgun Riser Check Valve is
Approved for installation in either the
horizontal or vertical position. When
installed in a horizontal position, the
two %' thru-body hex bolb must be
on top side of the valve. For vertical
installation, the valve must be in-
stalled so that its oudet is above its
inlet (i.e., flo/r, direction ugrvard).
Installation Sequence
Step t. Install the \,alve in the riser
piping with lhe anow pointing in the
direction of flow. Use only Approved
mechanical grooved couplings.
Step 2. Install the two pressure
gaugos ulilizing the /r" nipfles, plugs,
and valves fiom the Trim Kit. Con-
necl to the %' and %'tapped oudels.
Use the %" x %" bushing on lhe
system side lap"
Step 3. Install the main drain utilizing
the nipple and valve fuom the Trim
Kit.
Step i[. Pipe main drain lo accept-
able discharge location.
Gare &
The Shotgun Rber Check Valve
and accessories should be periodi-
cally inspected and tested to ensure
trouble-ftee operation. Operational
testing, ulilizing flow fiom lhe
inspeclor's test connedion, will reveal
lhe valve's basic condition. Honever.
lhere are several areas lhal should
be periodically inspecled by a quali-
fied inspeciion service.
Yllaming: Any system mainte-
nance or inspection thal inrrolves
placirE a contol v?hre ioutdservice'
will eliminate the fire protection
normally provided by the fire protec-
tion system. Prior to proceeding, be
cstain b serrs p€.mis6bn ftom all
Antlwit x r/€/rtg Jurisdiltinand
notify all personrnl wtn may be
aftcted during system shutdofln. A
fire watch during maintenance
periods is a recommended precau-
tion.
lnspection
1. Close lhe main water supply
control valve and drain the
syslem, relieving all pressure
hom the check valve assembly.
0rdering
Information
When placing an order, indicate the
full product name. Pbase specify
black or galvanized, quantity, rnodel,
sq/|e, and size.
Shotgun Riser Check Valves do not
indude a flow+witch or mecfianical-
grooved couplings. They must be
ordered separately.
Availability and Service: Central
sprinklem, valves, accessories, and
other products are availablo through-
out the U.S., and Canada, and
internationally, through a network of
Central Sprinkler sales and distribu-
tion centers. You may write directly
to Cenbal Sprinkler Company, or call
21$,362-0700 for the distributor
nearest you.
01995 Cenfal Sprinld€r Company
Prlnted ln U.SA.
Patents: Patents are pending.
conversion table:
1 inch = 25.4 mm
1 foot = 0.3040 M
I pound = 0.4536 kg
1 p,s.i. = 6.895 Kpa
= 0.0689 bar
= 0.0703 kg/cm'.
Conversions are apProximate.
.-
Gentral Sprinkler Gompany
1151 lt. CarrDn Av€nue, [.nsdde, PA 19446
PtFr€ €lq 36i!{700
FA)( (215)it62-5385
BUTTERFI.Y
VALVE I BFV
Domestic, Grooved End,
Slow.Glose Gontrcl Valve
Manufac{ured by: Central Grooved Plplng Prodtrcts, Inc, a subsidbry of Cental Sprlnkler Company
451 Nontl Cannon Avenue, Lansdab, Pe'rlswanie 19446
K ilr::*,l,on ffi Technicar
The Cenbal 'slow.dce" Butt€rfly
Valves are used b control waler ffor
to fire protedion syslems. A simple
visual inspeclion d the valve position
indicator will show whether the vahre
is open or closed. Butterlly \ralves
orovide an economical alternative b
OS&Y gate valves.
The Cenbal Domestic Butterfly Valve
has been designed with a slow+lose
handwheel operator whictr eftciively
minimizes water hammer. The figure
BFV ulilizes a uniform primary seal
which greally reduces lhe amount of
lorque required b open and close the
valve. The body and disc are as-cast
for increased stengh- A oonven-
tional upper stem made of strainless
steel pmvides high strength and
outstandi ng corosion resistance.
The valves are furnished with grmved
ends and can be irstalled using
Cenbal grooved couplings and also
can be adapted to flanged equipment
utilizing our Figure 41 or 71 flarged
adapters. (The Figure 8FV can be
installed with 1S) lb. and 300 lb. rated
flange adapters.) They have a built in
supervisory tamper switch with 2 sets
of SPDT contads for use in ouldoor
or indoor applications where supervi-
sion of lhe normally open position of
lhe valve is reouired.
Operation: The valves may be
opened or closed by tuming the
handwheel extending tom the
operalor housing, until the valve is in
the desired position, open or dosed.
Flyure No.: BFV
St/e: Grooved Ends
Si:zes: 21lz',3",4",6" & 8"
Agrprovals: U.L., F.M. & U.L.C.;
lU-E.A- (Pending)
Maximum Working Pressure:
t75 psi / 12 bar
Ferclory Hydro Test:
100% at 350 psi / 24.1 bar
Standad Finishes:
'3perator - Black Epoxy (PPS)
'Polyphenylene Sutfide
Disc - Grade "E" EPDM rubber
nolded ductile imn G3fF to
+230"F)
Body - PPS Coal€d ductile iron
Dual Supervisory Tamper Switcfi(s):
U.L. Lisled SPDT: 'l5A at 125 VAC
3.5A at 125 VDC: 0.25A at 250 VDC
Dimensions: See Page 2
Weight: See Page 2
Note: Butterfly valvcs arc listed
for outdoor or indoor use.
Z'At', Stt,
4"r 6tt, & 8tt
IIUDIGATIilG
GOilTROL
VALVE
Io. lt-l.O
SIDE VIEWw/VALVE OPEN
BUTTERFLYVAVE. BFV(- Gonfiguretion 3houn)
l,T FEI^I' TPT FORcoEuTc('{NEcrm
FRONTV]EWw/VALVE OPEN
I
F(BtTt(}t rlgcATlOR
ALL DIMENSIONS lN INGHES (mm)
srzE A B c D E F G WEIGHT
2!z'5.34
(r35.C)
10.60(e4 7.n
| |lor]
2-a75
frio)
3.81
(s-o
5.23
(r3aq
N/A*1O LBS
(4.s 19)
3"5.67
(r{4-01
11.55
(e.4,
7.55
(r9ro
3.5(n
Gee!
3.81
('.E)
5.23
(r3aq
N/A'12 LBS.
(44 |le)
4"6.62
(raart
13-00
(3O.z)
&rl8
(asr)
4.515
(r r4.7)
4.56
{r148}
5.23
o3aal
N/A'20 LBS.
(9.t lg)
6"7.88
@a
15.49
(e4)
9.76
(2.79
6.750
(r?rsl
5.81
(ra?.o
523
(rsc-4
N/A'34 LBS.
(15.4 rC)
8"9.24
123..4
17-U
t4S.r)
1215
(ulr)
10.00
c25.)
5.25
(r3e4)
6.10
(r5r.9
1-22
(31.0 tun)
50 LBS,
@7r.l
. END OF DISC DOES NOT EXTEND BEYOND VALVE BODY.
NB:iln'
Design Requirements
The Cenfal Butterfly Valves are
Listed as conkol vahres for use in fire
protection s)6tems per NFPA 13.
Flwt rray be from either diredion,
and the valves may be positioned in
any odentation. The friction loss is
calculated per NFPA 13.
To prevent rotatbn of the valve, it is
recommended that the Domestic
Butterfly Valve be installed with rigid
type couplings, such as the Cenbal
Model 772 Goupling. lf flexible
couplings ae used, additbnal suppolt
may be needed to pevent mtation.
For added security, the f,lomestic
Butlerfly Valve may be used with an
attachmenl of cfiain and padlock.
Pass the chain or cable through
handwheel and wrap il around the
valve bracket and then secute.
The supervisory tamper srvitch
contiacb will change position (close)
within two full lums of the handwheel,
from lhe fully open position. Wiring to
lhe switch is via color ceted wire
leads.(See wiring diagrams) Valves
with switches are interded for indoor
and outdoor use.
lnstallation
In fre probctlm systenE, butefiY
valves should be located where they
witl be readily accessible for opera-
tion, inspec{ion, and maintenance.
When a valve 'doses lurd", il may
be due to debris lodged in the
sealing area. This may be co.rected
by backingrd the handwheel and
closing it again, several times if
neoessary. The valve should ner/er
be brced to seat by applying a
wrench to lhe handwheel as this
may distort the valve components or
score the sealing surfaces.
Conduit and elecffical connedions
to the optional switci must be in
accordance with the requirernents of
the National Electuical Code, NFPA
72, and the )@l,4ufu]iv fWW
&nbdb{bn.
ITPORTANT: All replacemenl parts
must be obtained from lhe
manufaclurer to assure proper
oosation of the valve.
Gare &
llllaintenanoe
The dvner is r€sponsible lor the
operating condition of all fire
protection devices and ac@ssorles.
The NFPA Standard 25 enlill€d,
"trc!€{j*n, Teg,tingand
tibintenarre of Wabr-k*d Flre
Prcfednrn $rsdterns', contains
guidelines and minimum
mainlenance requiremenls.
Furthermore, the hfiwity thing
Junsdbtbn may have additional
regulations and requirements fol
mainlenanc€, lesting and inspec{ion
lhat must be obeyed.
WARNING: Any system
maintenance or inspection lhat
involves placing a contol valve "out
of-service" will eliminale the fire
potection normally prcvided by the
fire protection system. Prior to
proceeding, be ceriain to secure
pe.rnbsion fiom all At liotflbs
ftr,vir1g Ju*tdciim and notiff all
personnel who may be affected
during system shut down. Afire
watctr during maintenance periods is
a recommended precaution. When
the sytstem is back in servbe, notify
dl Auffiitxttvilg,Lxiffi*n
and the pefsonnel who wer€ effEct€d
during system shul down.
Note: Piping system must always
be de pressurized and drained
before attempting to disassemble or
remove any piping component.
GUARANTEE: Central Sprinkler
Company wilf repalr andlor replace
any products found lo be defective
in material or workmanshio within a
perbd ofone year form the date of
shipment. Please refer to the
currenl price list for further delails of
this wananty.
gfERVISORY TAMPER
swtTcH cncuTs
(VALVE FULIY OPEN)
WlRlt{G DIAGRAil
I !q,rE
:-
ut|t alu'r arat ooat'cctxt't ca
Ar!.r lY srrct| to !f Ev:tED
aro AFFb\r6 !Y trlt tdAl-
AT'T<FTY I{AViG INS(EIX'I
a
0rdering
lnformation
When placing an order, indicate the
full product name. Please specify the
quantity, figllre number, size and
optional monilor slvibh position-
Valves do not include the groovecl
couplings required for installation.
Availability & Service: Cenhal
sprinklers, valves, accessories, and
other produc'ts are available through-
out the U.S. and Canada, and
internationally, through a network of
Csntral Sorinkler distribution centers.
You may write directly to C€ntral
Sprinkler Company, or call (2f 5) 362-
0700 for the disbibutor nearest you.
Patents: Patents are pending.
Conversion Table:
1 Inch = 25.4m mm
1 foot = 0.3048 m
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
@1997 Cenlral SpnnKff Company
Print€d in u.SA.
^e..
-
/-
EENTRAL
-
Gentral Sprinkler Gompany
451 Nodh Cannon Ayonue, l3r|sdal€, PA '19446
PHONE (215) 36247Cr0
FAX (21s) 362-s38s BFV.6RK
@rrorrrrt VSR.F
VANE TYPE WATERFLOW
AI-ARM SWTCH WITH RETARD
PotGr Electric Signal Company
2081 Craig Road. P.O. Bor 28/t80
St.Louis, t{O 631,[Gill61
(3r'l) 878..{:l2t . (80O) 32S3936
Potter Electric Signal & Mfg., LTD.
55 Glen Cameron Road
Thomhill, Ontario, Canada L3T 1P2
(90s) 882-1833
u.s. PAT. NO. 3921989
CANADIAN PAT. NO. 1009680
OTHERS PATENTS PENDING
POTTER ELECTRIC, Rd., 19!N
ul-uLCrndCsFILktud,FIandLPCApprcYod,NY[EAAcc.pted
Servlc. Prrssure: Up to450 PSI
Ilnlmum Flow Rtte fo.Alarm: 10 GPM
Iaximum Surge: 18 FPS
Contaci Retings: Two sets of SPOT (Form C)
15.0 Amps at 125/250VAC
2.0 Amps at 30VOC Resistive
Condult Enirancas: Two knockouts pmvided tor l/2" conduit
EnYlmnmontal Speclicatlons:. Suitable ior indoor or ouEoot use with factory hstalled gasket
and die+ast housing.. NEMA 4/1P54 Rated Enclosure - use with appropriate conduit
fittin9
' Temperature Range: 40"F/12o"F, 4.5"C/49'C. Non-corosive sleeve factory installed in saddle
Cauton: This device is not intended tor applications in explosive
environments
Sts s Avr[abler Pipe schedules l0 thru,+0, sizes 2" thru 8"
Bs 1387 pipe 50mm thru 200mm
Sewico Usa:
Automatic Sprinkler NFPA.13
One or two family dnrelliqg NFPA-i3D
Residential occupancy up to four stories NFPA-13R
National Fire Alarm Code NFPA-72
op{onal: CoverTamper switch Kil, Stock No.0090018
GENERAL INFORTATDN
The Model VSR-F is a vane type waterflov, switch br use on wet
sprinkler systems. lt is UL Listed and FM Approved for rlse on
steel pipe: schedules 10 through 40, size6 2' thru 8".
LPC approved sizes are ? thru 8' (50mm thru 200mm).
The unit may also be used as a s€ctional waterffow deteclor on
large systems.
The unit contains two single pob, double thmw, snap action
switcfies and an adjustable, instantly recylling pneumatic retard.
The s\,vitches are actuated when a flou, of 10 gallons per minute
or m(xe oocurs downstresm ol the deyice. The flow condilbn
must exist fur e perbd of tir|€ necessary to overcorne the
selected retard period.
ENCLOSURE: The unit is €nclosed in a general purpose, di€-
cast housing. The cover is held in plece with two tamper
resistant screws which rcquire a specbl key ior removal. A teld
instalable cover tarper switch b available as an optio.l which
may be us€d to indicate unaultlqized rernoyal d the cover. See
bulleth no. 5400775 br installatbn instnEiions ot this switch.
IISTALI-ATION: See Fig.2
These devices mey be mounted on horizontal or vertical pipo. On
horizontal pipe they should be installed on the top side of tho pipe
where they will be accessible- The units should not be installed
within 6" of a fifiing which changes the direclion ot the waterllod or
within 24' ol a valve or drain.
Drain the system and dtill a hole in the pipe using a circular saw in
a slow spc€d drill- The 2'(50mm) and 2 l/2'(65mm) devbes
require a hole with a diameter of 1 1i4" + 118" - l/16" (33mm
iinm). All other sizes require a hole wilh a diameter ol 2' t1/8'
(50mm t2mm).
Clean th€ irlsile Fipe d a[ growlh or other matedal for a dbtance
eqial to the pipe diameter on either side ot the hole.
Roll lhe van€ so that it rmy be inserted into the hole; do not bend or
crease it. Insert the vane so that the anow on the saddle polnts in
the direction of the waterflow. Install the saddle strap and tighton
nuts altemately to an eventual 50 fr-lbs. of torque (see Fig. 2). The
vane must not rub the insire ot the pipe or tind in any way.
Sp€cifEations subiect to dlang€ without notice.
f,KT. l8qtolrol - R€Y L
rFG. f3|00761 - tlrgs
PRPfTED IX USA PAGE I OF 2
I
POTTER VSR-F
VANE TYPE WATERFLOW
SWITCH WITH RETARD
B'
FIG.I
s||rTcH lERItra oorLEcrrot€
CL.AXPffG PTITETEN IAI
o'd rrc tu5-5
An uninsulat€d s€clion of
a single conductor should
not bo loop€d around the
teminal aa|d s6we as trvo
separate conn€ctions.
The wirg mllst b€ 8€\6r€d,
ther€by providing supswi-
sion of th€ conn€ction in
the ev€nt lhat the wire
b€corn€s dislodgod fiom
under th6 t€minal.
FIG.3
LOCAI BEI! TR r\6FORlf R
oR BATIERY POWAED
FIG.2
RETARD ADJUSTMENT:
TO CMNGE TIME TURN KI.]OB (EITHER DIRECTION)
FOR DESIRED TIME OEI,AY USE IHE MINIMUM
AMOUNT OF RFTARD NTC$SqRY IO PREVENT
FASE AI,ARMS, A "8. SE|IING IS USUATTY
ADEOI'ATE FOR IHIS. FACTORY IS SET TO "B-.
DWG. #76r -3O
OO NOI T.EiVE CO\€R OFF FOR
EXTENOED PERIOD OF TIME
TIGHTEN NUTS
AL]ERNAIELY TO AN
EVENTUAL sOFT._LBS
OF IOROUE
MOUNT ON PIPE SO
ARROW ON SAODLE
POINTS IN DIRECTION
OF WAIERFLOW
ROLL PAOOLE lN
OPPOSIIE DIRECTION
OF WA1IRFLOIV
TYPICAL ELECTRICAL CONNECTIONS
olss a (sTn-E a.| Er$-oF-t"rf FEssIm cKr.' (SEE NorO
EOr
R€SISTOR
|lote: For supervised cirqJits se€
'Sr|ibh Terminal Connect'rons"
drawing and caulion nole (Fig. 1).
TYPTCAL SWTICH
^CroNo"eri or'r \L/ cr-ose on
AI,ARM J. ^r
RM
CLOSE ON rc AOO'L
OEvlc€S
OR REN'RN
TO CONTROL
fxT. t8800001 - REY L
mFG. f5r+Oo76l - l l/95
TO II{IiTAI. IRTI A }IOTE AS NI)|GATET}
FIP€ SIZE T(ILEgE
7 521tT
(soltrnrb6affr)
'| 1r4. +trF -l,l6f
(sfirrntanr|r)
tbr(Ellrf|rbalhn)u r1,i'(ChrrArir)
APPROX. RFTARD SEMNGS (IN SECS.)
0
0 to-25
a
20-10
c
5-55
D
50-70
t
60-90
;;D,;" ^r ,r7 c.osE on
,-^'. J 1
**----1,-
srcNruNc oEvlcE
olc. ,761- | 5
NOTES:
1 . Th€ Model VSR-F hes two switch€s, one can b€ us€d to op€rat€ a c€ntral station, propri€tary or remote signaling unit, whil€ the
oth6r co.rtact is used to operate a local audibl€ or visual annuncialor.
2. A conditidr of LPrC Appmval of this producl is that the electrical enry must be sealed to o(clude moislure.
TESNNG
Th€ fr€quency of inspeclion and t€sting for tho rnodd VSR-F and its assocht€d probcwe monilo.ing syst€m should be in
accordanc€ with applicauo NFPA Cod6s and Standards and/or the authority having jurisdiction (manufactur€r Ecomrn€nds
quarterly or more frequently).
lf providod, th€ insp€ctols t€t \ralvo, thal is usually local€d at th€ €nd of lhe n|ost r€mole brendr line, slurld ahral|s b€ used fur
l€st purpos€s. lf ther€ arB no provisions for tosling lh€ op€ralion of the ffow d€lectidr device on th€ system, application of lh€
VSR-F is not recomm€nded or advisabl€.
A minimum flow ol 10 gpm is r€quircd to activate this d€vic€.
lllPORTAt{T NOTICE: Pl€as€ advis€ th€ p€rson rGponsibl€ tur t€sting of th6 fira proteclion syst€m thal this system must b€
lested in accordance with the t€sling instructims.
PRllrlED rt{ usA PAGE 2 OF 2
Dyna-Tfread:
Full Line Sch-40 Replacement
Dyn*flvefr oilfalu the ft exrg,tglpl oi ffi uttr slryplllu hFfrallldrs an grsW ttdre.
D/na-Thread sprinHa pipe repesents an engineering advancernent for the sprinkler pipe indusrry. It combines the safety
and longwity of kaditional Sch4O pipe with quality and superior hydraulic advantages.
. Dyra-Thread's inside diarneter is up
to 3.6% larger than Sch-40 giving it
superior hydraulics. And, when used
in combination with Dyna-Flow pipe,
down sizing often occrns.
. Dyna-Tbread is fully listed and
approved by UL, ULG and FM for
fire sprinkler applications.
. The life expectmcy of Dyna-Thread
and Sch-40 are equal based on the
calculated wall lhicknesses per UL.
. The consistent quality of steel used ro
make Dyna-Thread facilitates smooth
threading and lower mahtsnarrce
costs.
. The exterior of Dyna-Thread is
pmtect€d by a clean, durable mill
coating for extended shelf life and
easy paint applicatim.
@@@
Approved
. With its increas€d strengtr and lighter
weigbl, Dyna-Thrcad reduces
installation fatiguo ard is ideal for
rrtro-fi t applications,
Conmion Resistance Ratio (CRR) is a
LJL (Underwriters Laboratory) term for
tbe estimated life expectancy ofa pipe
joint. This is based on the calculated
wall fickness at the base of the first
exposed thread, assumed to be the
weakest point ofthe pipe length. Dyma-
Thread and Sch{0 bave the same
calculatod wall thicknesses at this point
and are both assigred the same CRR of
1.00.
The intsrnal surlace ofall black Allied
Tube & Conduit Fire Sprinkler pipe
prodrrts up to 4.5fi[" in diamet€r is
coated with our new Antibacterial
Formula, "ABF". In scientific laboratory
test, ABS proved to havc superior
resisunce to micmbial colonizalion of
pipe walls, th€reby delaying or possibly
prevorting the onset of
Microbiologically lnfl uenced corrosion
(MIt) when tbe First Sprinkler System
is fint installed.
. More wall thickness al the thread
(CRR=I.00) gives Dyna-Thread
better life expectancy than lightwall
threadable prpe joints.
. Unlike lightwail tbreadable pipe,
Dyna-Thread has no thread gauge
warning,
. Dyna-Thread is appoved for
standard hanger spacing (t5 ft.
O.C.), can be used as earthquake
sway b,racing, and is safe to use as
drops.
. Dyna-Thread is safer to weld on.
. Dyna-Thread is more widely
accepted than lightwall threadable
where Sch-40 is specified.
Sr4er 4O/Dyna-Thread pipe is
manufactured to meeu ASTM A- I 35,
Grade A and is in compliance witl
NFPA- I 3 . All sizes of Super tlo/Dyna-
Tkead arc rated at 3fi) psi workiog
pr€ssure. Super 40/Dyna-Thread is LJL
and ULC Listed for wet dry deluge and
pre-action sprinkler systems and FM
Approved for use in wet systems. Super
40/Dyna-Thread can be 'llot-dip"
galvanized to meet FM requirement for
dry systems. Super 40/Dyna-Thread is
approved for all threaded couplings and
welded outlets and is suiable for all
roll-grooved and plain-end fittings.
(See listing information).
Custorner Servic€:
(800) 882-5543
Fax 70&339.1806
tqcofm,c","a O,fu 16100 S. Lalhrop . Haruey, lL 60426
11450 Ndcdn Rd. . Philad€lphia, PA 19'154
2525 N. 27 th Arre. . Phoenix. AZ 85009
IPE x|rLdl.D. rl. n.0!ofra) tld fu-rl'|l ilrEl) fllillztl
ln:mm k|,'mm L,61ft Wn L,6/ft Wn Ln La.6: ro rDs,O LE l@
2234 232i1013 ,$l
t'
25
1.$0
27.4
1.3:t{t
2.0
1.75
2.N
r955
u7
70
70
2fiP ?288 AAgB 1(m iltsi
1.4(n
35,8
t.870
2.E
2.il
3.n
1W
32
51
5t
251!
11{'i
3.n 444n iu
lth'
40
1.639
41.6
2.290
3.4
2115g9 24lE
tN7
2241
tBt
3.050 4.57 3{' t92r1.5 6.N 30 871
z',
5t)
2.1U
g].4
21$s
nDE e co Er,r|T
s3-3
Dyna-Fltw@
High Strength Steel Pipe
Tlrc or€filpll r&n€OurEtth WW sptffir Cp urilr hyilalilrg sppitfuit to Schedrdelo.
Dyna-Flow prpe is tbe *orieinal" high-
shength lightwall sprinkler pipe. Dyna-
Flow has outstanding hydraulic
capabilities and is recognized as the
most popular alternative to Schedule- 10
pipe. Lightweight easy to cut and easy
to handle for installation. Dyna-Flow is a
valuable addition to any fire protection
With an inside diamet€r of r.p to I l%
larger than Schedule-40 and up to 7%
larger than Schedule- 10, Dyna-Flow
pipe hydraulics are exceptional. Larger
I.D.s enable Dyna-Flow, and related
oo[rpomots, to be dou/D-sizod wilhin the
systerr, thus increasing tbe potential for
job cost mvings. For completo Hazen-
Williams charts, re fer to "Dyna-Flow
Hydraulic Data Tablesl'
Dyna-Flow producrc are coated with
an environrnentally appoved and
specially formulated modified-acrylic or
water-based coating. This durable coating
is paintable. Tbe black coatbg acts as
an excelle,nt primer and is resistant to
weathering and U.V. degndation from
outdoor storage.
Metallurgical properties provide excellent
fabrication characteristics for end prep
finishes, welding and roll grooving.
There is no special process or equipment
needed for fabrication and installarion,
The intemal surface of all black Allied
Tube & Conduit Fire Sprinkler pipe
prodwts up to 4.5fiX)" in diameler is
coaled witb ow new Antibacterial
Formulq 'ABF". In scientific laboratory
test, ABS provod to have superior
resistmce to microbial colonization of
pipe walls, thereby delaying or possibly
preventing the onset of Microbiologically
lnfluerced corrosion (MIC) when the
First Sprinkler Syslem is fir$ installed.
Dyna-FloVSuper Flo pipe is manufac-
tr.red to meet ASTM 4-795 Type E,
Grade A and is in compliance with
NFP.A.- 13 and NFPA-14. All sizes of
Dynr FlodSuper Flo are UL Liste4 FM
Appnoved and LJLC Listed.
@@@
Lisled Approved Listed
Dynr-Flov/Super Flo is IJI/ULC Listed
for use with roll groovd plain-end
couplings, and welded joints for we! dry,
preaction and deluge syst€rns. It is FM
Approved fc roll groovd plain-end, and
welded joints for wet syst€ms. Refor to
appropriate doc urneirtation for utrtodal€
listing and approval inforrnation. Dyna-
Flou'/Super Flo is now available "hot-
dip" galvanized and has been specifically
approved by FM for dry systems uses.
o
system.
rt Hro. rr n||a0tl u flf,nEl) milef)
ln; rm hrn LEm Kiln L,6/ft Wn Ln rts;
TTIJI
lis;
91 1,586
9' 719
0.8qt
,.2
1'
25
1.191
30.3
1.31
1.95
r,fl2
p2
I,EEE
856
61 1,356
6t 615
1v,'
32
r,560
7N
1,615
ntr.536
N.0
1.(F9
1.6
1.87
zn
1142
1153
1Yr'
4t)
1.na
tt:).9
1.667
2.5
2.71 61 2.135 2"440
1-tB 61 W 1107
1,868
a7
1,946
83
2.104
3.1
3.79 37 t,634
5-61 37 711
2' 2.Xt3
fl 8.0
1,846
ut7
1,923
EN
*i
65
27ts
8.7
5.10
7.fi
30 1,615
30 rr3
2.564
3.E
1,il4
7U
1,608
m3.314
u2
7.r8
10.&
3.387
5.0
3'
&)
19 1,35r
,9 613
2,124
gff!
4.310
1(p.5
4.473
6.7
10.86
16.16
2,039
925
4'
90
19 l:IU
19 809
. Lightw€ight and easy to install,
resulting in morc efficient use of your
freight and labor dollars.
. Pmvides stability needed to comply
with standard hsnger spacing
(15 ft O.C.) perNFPA.
. Available in Standard lengths for your
conve,nience, ot can be ordered in
custom lengths upon approval,
. Fast cutting and welding, as well as
easy roll grooving and end p,reparation.
. Available in Factory roll grooved form
for quicker shop turnaround.
. Clean, dr.nable mill coating provides
longer "shelf life" and acts as an
excellent primer for custom paint
applications.
alPofa,"'a"',a Odgd '16100 S. Lathrop. Harvey, lL 60426
11350 Norcdn Rd.. Philadelphia, PA 19154
2525 N. 27 r| A\re. . Phoenix, AZ 85009
Custorner Sewice:
(800) 882-5543
Fax 70&339- 1806TUAE t @ir n
s2-3
C
Tt
I
Jr
Irl
E!il:lliJ,"" nffil::: " r]nsta"ation
C€nbal Ductib hon tfr€€dod fiUings lrbdel: 811, 812, 813, 8l'+, 815, 816'
conform b ANSI 816.3 and de
higher in sbengilh and mor€ cofio€ion
resisbnt than cast ircn fiftirBs. The
additional slrength 'rs provided by the
ductile properties making up tho
fitting. This is accdnplbhed by
adding magnesium rfiile the iron is
being pourcd into its final cast shape.
This provides an advarilage 6 the
fittings are nd as suscsptiHe to
leaks or cracfing and they are also
lighter than standard cast iron.
Caution: Installerc who havg not
used ductile ircn thrcaded fitings
befor should be iFtructed thlt
the fitting is strongor than fte ptpe
and over-tightening the fitting can
cr€ate leaks and cause darnage to
pipe theads. In g€noral, tl|otD ls
about onehalf a tum difrr€nca
bctrEen ca6t i|on and ductile ircn
fittings. Apply Teflon tepe or high
quality pipe joint cornpound on the
pipe thtcads 8nd tlghten two to
three tums beyond hand tight. lf
you are using an automatic makF
on machlne, please exerclse
caution in settlng your machine to
the proper parameteF pdor to
tightening fittlngs onto the male
pipe thrcads.
Threaded Fittings
Ductile lron
ANSI 816.3
Marufacb.€d $ Canhd Gtoowd pifting Ptoducts' lnc. a s|.bidiily of
C€ntral Sptinkl€r Coflpany
451 Norti Canrbn Av€nue, tansdde, Pofl|sylvdlia 19446
817, 818, 820, 825' 8258, AppfTefron tape or high quality pipe
827, 830, 719 joint @mpound on th6 pipe threads
Style Elbors, Tees, Unions, Caps, and tighbn two to three tu.ns b€yond
Extensbn Pkres, Bushings, hand tigtil.
Couplings and Plugs
ftencfi: Standard Pipe Wrench
Thred: N.P.T.
Msterial: Duc'tile lron
Maximum Wakirg Pressure: 300 Psi
WeQht SeeGhrt
HApprouals
ApFo\rals: U.L., U.L.C., F.M-
asca Ccnlnr, Groorrd cubrnitbl
cllcct bt extd LHilrylApgoval
tntorzrrc,tton-)
fo. tt-t.O
Cd r.l Grourd Io. O.t.o
f
AI
!10" Elbow
llodel811
ali" Ebou
modcl 813
Ductllo lrcn T.€
Xodel 8lta
Io.al ll2r-r|.---1;1/'l-D--+, In t---tiTIl'i I Flt;' -i. )t t
00" Raduclng
Elbow
Iodsl 812
90" E5ou - tod.l tlt
SE A B Prrt t wt
{Dr.t
Eoxqrr.
11h '/o E6200 24 ?N
1s/n tl,86205 ..+0 1n
1 11h 86200 .64 70
1,h 1th 1ri.86401 .95 40
1\.1r5/'r l3/t ffiz 1A gt
2 2'h 1'tz 66203 1.74 20
z'h 2111r.'lrh.8M 324 10
Elbou -
Slzc A B c D P.rt J
It.
lb..
Bor
at'.
Yrx 1/r lrln 'l rlt 5/r 86342 .33 160
1 x '/''tth 1'lt 86210 -41 1'10
l xrA '| Yr 1'tr 8621'1 .53 90
l1/r x 1/r 15lrr ltlz 86212 .64 75
11/r x V.1rlt 1tl;1rlt 86213 .75 60
1lhx1 1t/n 1rr/l 1 *214 .77 55
I 1/r I %11lz 1Y.tl,1Vu 96221 .95 45
1th x. 1 lrlt l rYt 86215 .99 40
ltlz r 11h 111.l.1th 1'tt 1t/n 86216 'l .11 35
2 x tlt 'l5lt '115/r r%86217 1 .39 30
2x1 1th 21t,r 2 1tl t 86218 '1.58 25
2 x 11lt 2 2t,.tr 11lt 1r,t aJzm 1.67 20
2'lz x 2 2th 26lt 11h 1th 86262 3.0't 't57
45" Elbou - Iod.l Elt
Sta A B Prt t WL
lF..l
3ora.
\a lrr 86780 2t2 2g!
'1.1 ,ht 86781 .3l 150
1 f/.rYrr 86280 .44 90
1'/.15/u _rr 66281 .73 50
1'lz lt,!tr E6,?',2 .gl 35
2 1ir/rr 86283 1.55 1E
2V.115L 1 86782 2.m '12
T.a - Iod.l tla
Stsr A B Prt t
wt.
(Dnl
Bor
art'
ltlt 86340 .st 150
1s/ro th 86341 .50 90
11lt 88230 .85 60
11h 1%'l'/r s231 1.30 35
1'tz 1r1r 1t,i,86,232 1.63 21
2 2th 11lz 86233 2.A?12
2\tz 2ttlla 1Drrl 86234 455 8
--11_+-lI t-1-i-."i IB ttt \-,1:lI tiH+li-)ti'- litI I+ i .-llI lr-L-\LIi- -:---i I
tlodel815Ductlle lron Tae -
Sb.A a c o E F P..t a
wt
Lb..
8ox
Ay.
tht thxllt 1tl*'ltlt 1'h 5h 86235 .46 95
%x%x1 'l ?/rr lrl.v 1rh 86755 .88 65
I x 'r,r 'l 1'tz 1%1'tt 86236 .70 55
1 xtltxllz 1'lt lthr 1?i v'."t,,',"86756 .63 80
1 x Yrr s/.1t/r 15&1t hl 7h 86757 .68 65
1r%xl 1'lz 1'lz tt/to 6/t.86237 .77 55
l xl xt/,'t1h 1,h 1th v"rr'"rYro 86238 .66 65
1r'lrV.1rr.ltla 1t/.'86239 .73 60
1t1t1'1.1'tlr'lolr 1 86210 .97 45
1r1x1rA rt/:1't/r 1'1.1'A lIt 86211 1.14 35
1lh xl x1lz 11s/re 1'h l '/!!t/"1 8&42 .El 50
11/rxlxY.1r ht 11!,1'lc &43 .90 50
1rr.x1x1 lt/'r 11lz 1"/n ,h 8e4:l 1.O3 45
1rlr x 1r 1rlr 1V.1111t 1?.'I r/r 1 1'/n 86245 1.10 40
11h t 1t11lt 1th 1t3h 1t'ht 'l'lll 1,h 1'ha 2A246 1.43 30
lth r,tlh xltz 1Vr Ith ltl:l 1 4 247 .87 45
1tlr x 1'/. r Yr ltlr ltl.'.15/r ?.1 rnr 86248 .96 45
I tr. x 1tr. x'l I e/rr 1elt rln 1 6249 1.10 40
1'h x'l1h x 1ih 1,h 1,h I rlrr 11'h 1'/rr 8625{l 1.50 30
'l1h x 11h 12 21la 2th 2 ltllu 1th 1'/r 86251 2.@ 24
1lh x'l xlh 'lr,,|15t.r 1"/r 1'h
'l61ts2
.97 40
lrt,r1xt..|,h 1%1%1!r,r 86253 1.14 40
11/zx1xl l5/l 11lz 1'Vt 86254 1.14 30
11lz x 1 r'll/z 1'?x 1s/n 1:r!6 1.h ltlt 86255 1.52 30
1'/r x 1rft x!/r 1?l'r 151*'I"h 'l, tt 40257 1.O3 rr0
1 r/r r 11/r x t/r 1th 1t hr 'lth v.tl,1t/'r 86256 1.10 40
'l'hx11hx1 lr.,b 1"n l rt/rr ,h ,h 11lt 84259 r.31 30
ltlz x 111: x2 2""21h ?'l r/r 'l'/rc tY.E6260 1.94 20
ltlz x1lhr1lz 1rltt 1rl*1rr/n 1'/r 86261 1.14 35
1'h xllh'tth 1th 1!e 1%'h th 1Vil 86262 1.23 35
11la I ltlzx 1 1t/r 1t/.llYt 1'/r 86263 1.38 30
11la x lthx 11lt 1t/ra 113/r,'lrl.1'/ts 1rlrr 1Vt 86264 1.50 30
1'h xlth x2 29/r 2'lr,2 11,r 1't*'ltlt 86265 2.OO 2i
2x1x2 21h 2 211,11lt 16/rc 1t lz 86266 2.18 't5
2 x'111, x2 21h 2'lt 21h 11lz ltha 11lz 86267 2-31 l5
2 x 11lzx tlz 11lt 111'l 1'tt 1th 86208 1.50 30
2 x 1'h xrl.15h 1'tz 'I r'/t'ltlc 86m9 1.61 25
2x lthx'l 1V.1sh 2 15ha 86270 1.65 20
2x ltlzxltlz 21k 1i5/r,?tr 131t 1Yt 1th.86.27?2.0:t N
2'i1tl,x2 2tlt 2tk 21h 'lt h lrha ltlz 86273 2.31 15
2x2x'lr 1th 1th 1.h sh 1th.86?22 1.50 30
2x2x'lt 'l5r!15h 1't/"7h rh 11r 86.A?3 1.67 20
2rZx 1 1tk 1V.2 1 1 1slrt 86224 1.91 20
212x 11h 1th 'n.2'lt 1',h ltlt ltht 86i,25 2.05 20
2xZx11h 2 2 ?tt 11h 111.ltlz 86?,2A 2.11 15
2 x2 x2th 2th fh 2rla 1rh 1%ltht 8{l227 3.67 10
2tlex2 x'h 1'h 1%?t,t 1th 86'271 2.2,15
r
RGduclng Coudlt{
lodel 816
- [odsl El6
SID A B P.n a
wt
lD*l
Bor
att
lxrA 6'm 1,h .38 N
'Irrt '1Yr
',s'i229
11h .!t:t tlo
Cro3. - fod.l 8l?
SID A B c D ht
Ut
0b.-)
Bor
au.
1 1'tz 1'lz t%tt/r"86284 .97 45
11t,,lrh 1rh 11l.r ltllr 862&5 1.59 25
1',tz 1t5,:|1r5/r l t/t 1Yt.86286 L89 20
2 21lt 2tl.1'tt ltlz 862E7 2.93 10
11h r 1'llr'l x1 1r'/r 1'lrr I 1t 8628S r.25 30
ltlz x'l'lz t1 t1 l rYr 15lt 1rlr 1'5lrr 8ij3i,2 1.48 24
2x2x1 2 1'l:11/.1rlr:E6291 2-O4 t0
- Iodel
3b A B H'Wrrrch
WL
(a*!
8or
qtr.
't,'l'lt 72779 1"!.18 3€O
1'1.72774 I'A .a an
1 't Y{%72t55 1rr/t .4 110
1,h 2 %.72754 2 .31 75
11lt zrtr t2153 21h .11 60
2 2tl.1'A 72152 4h 1.15 30
21lz 3 %7275€3PA 2.29 1E
T
1
Slr.hht Cor|pllng
Iodol818
r_=+---I i -i--r I I
[--j-----i---T--l I
I
cep
Xodel8m
- Xod.l &m
3b.A h,
UT
tD$
Bo[
au.
th 727f6 .15 500
1 f27f7 .2 3{)0
'l 1tlt 72a24 .33 180
11lt I rrrr 72756 .54 110
11lt t%72422 .68 80
2 1'tt 72823 ,96 45
21la 1V.728i,.5 1.E0 25
o
mf^l
__I-illll
t at--T-t-.]^'ffi1
Ertcrslon PIGC.
l|odcl 825 & &l5B
HGr Bushing
model 827
Irrca Sc|l Duatfla
lrcn Unlon
Hodol 83O
model 7'19
Duc{ile llon Plug
Iodcl 719
Exonilon Pbca - flodel
9lr.A Prnf
wr
(tb.)
8or
arv.
tlzrltlz 1'tz 72751 .m 300
tlzt2 2 72980 27 2s0
tir 1%,|'h 7298'l .n 2il
tlt12 2 7398:l .31 200
Brar Ern|lon PLc. - Iodd 8254
'lzt1 7zgt?6 .08 600
tlztllh 11h 72A27 .10 490
1ht11lz ltlz 72828 .13 490
1lzx2 2 ?2445 .18 2g
tl*.21h 211h zt46 .22 2q)
Hsr Bushlns - fodel
8ts A Prt t
UT
{bi}
Box
atv.
1 r'/r 1'/rl 72726 22 2&
1 r?r 11ht 72742 .18 28
11|rr1 l Vrr 72743 .31 150
11/rr 1 11h 72757 53 10
1'lzr'1'h 11h 72764 .35 1m
2r1 1'h 72759 .75 80
2 r,ltt.1V.727e1 .6t 80
2t1'tz 1th 727t5 .62 80
Brar3 Seat Unior - nodel 8:10
sb A E PTt.
m.
0b|.l
Box
ao.
1th 86.m7 -47 1to
2 86275 .66 80
1 ?h.1i^6 86276 1.6 50
11lt 21h 'lt ht 8627f 1.9 35
1'tz 4lt lVr l,6278 2.Gt 25
2 3'A 1!/r 86279 3. t5 18
Ductlle hon Pluq -
Sts A ha
wt.
lbsl
Bor
Sr.
86292 .10 soo
,h 'tv.862qt .18 3m
1't.8629'l 28 2@
1,h 1t/r 86295 .50 110
1,h 1,h 86296 -70 80
2 ltlt 86297 .90 45
I
-Gare &0rdering
llllaintenanoe lnformation
Ductile iron threaded fittings do not
require special on{ping mainte-
nance. However, the entire system
must be maintained in accordance
with NFPA Standrd 25 ent'tbd,
"lrcpedion, Tes,tfig end knnbtan@
of Water-Beg€dFirePm'4;t*n
Sysfems'.
O1994 Coniral Sprinlder Compeny
Prlnted ln U.S.A.
Ordering Information: When
placir€ an order, indicate the full
product name. Please speciry the
quantity, modet ard style.
Availability and Service: Central
sprinklers, valves, accessories and
other produc{s de available through-
out the U.S. and Canada, and inler-
nationally, thrcugh a nelwotk of
Cenhal Sprinkler d islri bution centers.
You may nvrite direclly to Central
Sprinl.ler Olmpany, or call 215-362-
0700 for the distributor nearest you.
Guarantee: Central Sprinkler
Company will reoair and/or reolace
any products found to be defective in
material or workmanshio wilhin a
period of one -vear fom the dale of
shipment. Please refer to the cun€nl
price list for further details of the
wananty.
Conversion Table:
1 inch = 25.400 mm
I foot = 0.3048 M
1 pound = O.45'3'6 k9
I foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.OGB9 bar
= 0.0703 kg/cm2
Conversions are approximate.
ffi
.-
Gentral Sprinkler Gompany
.151 N- Canrsr Avsnuo, Lrnsdde, PA 19446
Pttd€ (21q 3e-0700
FA)( (215) 362-5385 D.l. Scwd.1
Grooved Fittings
Ductile lron. 90" Elbow . 45" Elbow. Tee . GaP. Goncentric Reducer
ilanufiactur€d blr Cg|H Groot €d Piting Roducts, Ina,
a Subsidiary of CenFd Spridd€r Coopany
451 Norh Cannon AwnrF, Larsdde, Pen
EIil*l,T,,* nredrnical
The Cenbal Groovd fitings provftte
a fiast effc€nt method of charging
direclion, adding an outlet, rcducing,
or capping grcoved pipirg qctems.
They arc available in afl sizss up
thorough 12" and up|o24" by spe&l
oder. They are intended b. use wiih
Cenhal Groorred couplings. They are
listed wilh roll groorred scftedule 10,
and roll or cut grcoved scfiedule 40.
Hodel tt0rzlO 9C Eboil
ltlodel: 110, 111, lru, 150, 160,201,
210, 219,260
Styb: Grooved
Approvals: U.L., U.L.C., F.M.
Gt- hr,eoor.tsa.r .t L-
tu.|''r,.[biqFa,tn.inl
fila. trJorkirq Pressre: il)o psi
(4350 bar)
Standerd Finbhes: C'alv€nized s notl'
bad trange Paint
Iodcl 11ll 2Ol f5" Elbor
.N,FF-\Ac I i'-'..-.._\lr-T-----1 -\
Ge?
Weift See cfnrt
Gr@v€: Standard Groow (s€e
groove specifi cation sheet)
Material: ASTM A536 Ductile lron
H ApproYals
Cenral Groov€d fittings are U.L.
Lisied end F.M. Approwd. (S.e
Crrcrr, Aoord*rJailtr,
clirrnfu.lrr.',tl-bttrgllproalleanrtion)
todel l2Ol2tO Tee
rlv
_T
A
_t
]{om.glr.
fim
A
lnchea
rm
Pln I
srd.
Prr a
Giv.
W.lgftt
Lbr.
E
11h
&2
2th
$.c
72010 7213S 1.3
&a
'lltz
4)
2th
4.9
720'11 72't&1.4
lr7
2
50
3I.
&LA
72012 72111 2-O
o3
2th
&t
3l|
4'J
72013 72't42 2A
13
3
u)
4ft
roao
72011 72113 4.7
27
4
lm
5
127.O
72051 7214 7.6
aa
5t8
c12
xlg.7
72016 72799 10.8
tas
6
1g)
8lz
t55. t
72017 72145 18-0
a2
8
2(n
7.h
19'.9
72018 72146 30.0
13.6
10
2g
I
4.6
72198 75656 49.0
22
12
gn
1o
25a O
72199 75657 EE.O
3l9
No|t|.
lllr.
A
lndra.
PJt ,s.Prrt t
G.ht,
W.lgftt
LDr.
b
111.
&2
1rh45 75201 N/A 0.9
aa
11lt
4
1V.
45
752O2 752()9 1.O
os
2
g)
2
ma
7211'l 72170 1.e
a7
21h
65
2'h
5r2
f21'12 72171 2.2
1-O
3a ?,h
63.5
72114 72172 3.3
'J1lo3
762
72114 72173 5.3
21
5
18
3,h
8J2,6
72117 72'171 7.7
J.'
6la t9 721',15 72175 12.O
5a
I
ffi
4,h
,42
72116 72176 200
91
t0
zn
4th
120.7
75200 75210 29.0
t3,tl
12s 5'/.
tsaa
7s203 f 521'l 44.0
m.o
tlom,
SE
A
lndra3
P.n t
sld.
Prt t
Gdv.
W.lgt
Lb!.
to
1tl.
g2
?h
a9r
72124 72147 1.5
o.7
'l'lz
t0
?t.
699
72129 72148 2.1
1_O
2
g)
3'h
a.a
72't?1 72149 3.0
1_1
21lz
at
3V.
95.3
12125 721s0 5.0
2.3
3n 41lt
,lt
721?3 72151 7.0
3_2
4
ltn 1?f
721?,.72152 11.7t3
5ta 5',,
1'o.7
72120 72',t53 16.8
,.6
6
19,
6'A
165.1
72123 72154 27.6
125
I
zn
7th
t96.9
72119 72155 39.O
17.7
10
zia
9
z&a
754@ 74500 64.0
E_O
12
fr
10
254
75401 74501 110.O
r&9
to.tlr.O
illodel l5O
Goncentric Rcduccrr
rr---l
| .'-------\]-F-
l{om.
Slre
mn
A P.rt I
$d.
ha
G.tY.
S.hN{
Lb3
lo
3x2
Nx&
21lz
83.5
7't863 73407 1.6
07
3 x2t12
a,rl,j'
21lz
6A5
72865 734{'8 11
o3
4x2
nx$
J
742
72470 73411 2A
t3
4x2'h
100 t 85
1
m2
772 73r'12 2.4
4x3
llDx U
?
742
72873 73413 2.9
,.1
6x3
15Ox 80
4
101_6
72s26 734.17 5.9
27
6x4
t&r 1m
4
tol.6
72883 ?3416 0.0
2t
8xo
tux1tu
5
12f
728€,8 734.21 11.0
50
nn$allation
These groo\red fifrirEs ale install€d
with Cenbal Grooved couplings.
The installation instruclions for the
grooved coupling must be followed
as if the fifting was a piece of
Yr r^rvaru Ptl,|t tg.
Note: Piping slEtems must
always be deprcssuriz€d
and drained beforc
ailempting to disassemble
or remove any piping
component.
todel 100126O GaP Gare &
Maintmanoe
The Cenbal Groved ffings do not
require special orFgoing maintenance.
Hor rever, the entire system must be
maintained in accordance with NFPA
Standard 25 entitled,'lnspection,
Testing and Maintenance of Water-
Based Fire Protection Systems'.
Ordering
lnformation
Ordering Inbrmdion: when
placing an order, indicate the full
product name. Please specify the
quantity, model and style.
Availability and Service: Cenlral
sprinklers, valves, accessories and
other products are available lhrough-
out the U.S. and Canada, and inlerna-
tionally, through a network of Central
Sprinkler distribution centers. You
may write directly to Central Sprinkler
Company, or call 21$362-0700 for
the disbibutor nearesl you.
Guarantee: Central Sorinkler
Gompany will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year fmm the date of
shipment. Please refer to the cunenl
price lisl for further details of lhe
warranty.
Conversion Table:
'l inch = 25.400 mm
I foot = 0.3048 m
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kglcrn':
Conversions are approximat€.
EENTRAL
-
Gentral Sprinkler Company
451 North Cannon Av€nu€, Lansdale, PA 19446
PHONE (215) 362-0700@1997 Central Sprinkler Company
Prinled i'r U.Sri.
Xqn.
slD
A
ffiiaa
P.rt t
lsd.
Pr.t I
G.lv.
FItt
W,T!P
w.ltht
Lbt"
b
1,h
32 2.2
72160 72177 N/A 0.3tt
11ha 2:2
72161 72174 N/A 0./+
02
2g,z:2
72162 72179 72500 o.7
aL'
2th
a5 222
721A3 721N 72501 1.O
a1
3a 222
72164 72141 7250'2 1.5
0.7
4
1U
lla
222
72165 7AA2 72503 2-5
1.1
5
1A aa 7z',t0€72143 N/A 4.6zt
6
1g
I
6,1
72'106 721EI.721@ 7.0
32
In)1Ytg)2 72187 7na5 7EU 125
5.7
t0a,ltlt
att
721EG 7219s N'A 20.0gt
12U lth
3t,
72141 72196 N'A 26.rt
xLo
Model A
2.8r 4.2r 5.6 & 8.O K-factor
Standard Response
Standard Goverage
Upright & Penttent Pendent Fusible Solder Type Automatic Spdnkler
Tyco Fir€ Producls - www.c€ntralspinkler.com
451 North Cannon Av€nu€, Lansdal€, Pennsylvania 19445 - USA
Custorner Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385
EENTRAL
-
Technical Services: Tet:381-g-a-{2 / Fax: {800} 791-5500
General
dfietu u sqilfu nztfunr
dutHbdlffit*Mb{ry
CrsdirE
Description Technical
The C6nhd [\rdd A Upright & P6r'd€nt
AJbrnatic Spdrlders ar€ standard
rcsponse - $andard correrage, fuside
sokbr typ€ spray sgir{dtrs de*Ited tur
use in fight, o.dimry, ot exta M,
ommercid odlpd|cbssudr as badG,
hoHq strcpfing nralb, lacb.bs, Efin€r-
ieq chsrical dants, elc.
Thes€ sprinlders are avdble wilh wax
and l€ad coatirEs lhat may bo ulilzed t)
e)(bnd tt|e lib of copper doy sp{hlders
be!,sld trat wt|in r,r/odd oilrrwbe be
obtain€d when erpoGed lo csrmive
atr$ptts€s,
Atlough wax and lead @t€d sp.hHeF
have o6s€d lhe standad cottcifi bsts
of the applicaHa 4proval ag€rlci€s, t|e
bsliE is not EpresentatirrB dal possido
cofist€ atnosphd€s. Consequm0y, it b
lecornrnarded tEt the end uss be
ssdbd wih rcspeti b tE suilatttty of
th€se @.rosim resiffi mlirgs ftr any
girrcn corwi\,€ erviormont The eftds
of arntient bmp€ratuie, cd|cenHirt d
drernizls, and g6s&fsd{:al velocity,
strouh be cqsilercd, s a minimum,
ddg witr he cdrodr/e rEt s cf th€
chemt:al tr wtri.tt tte sp.i*ks rNill be
exp@o.
Operadon: A fudbb *y b s€# inb a
brorze adlding tod (drbr sfr4 by a
sldrless sb€l bal. YYh(| |ho doy rdb
atitsraH rnp€raht€,t|o bl bffi
uplrad inb th€ €rts stut r€lair€ t|e
tit,oeFtrsad opralirg tn sgirk
}YAffi
TlatUelAcwpn&M$i>
tde,sd€g&€d rweh m!'D€iffi
ild rd,ffiheryEwwilrtisfurtsrt e6vrd'swl'|rBq@ffittbdUEtMFreWrn
A's@idi''', hdl*nbilEffid
aiy ds atdp/ili.s lE'/iry irirtfrnF&N b b e,rwy irw* Sn tgny d
fiesa&i6as
rFdr'ltrbrry.lstrfumffi
t c*fre,'ffir,nsysFn an d'tiF6hpwr Wariry d)drn lfr irt*qg
Data
Spriddcr ldnlifrcrlim ltffcr
Sl{ C1211 - A Psnd (K:23)
S$l Cl111 - A UP (K=2.8)
SIN C2211-AP6nd (K42)
SIN C2111 - A UP (K=4.21
9N C3211 -AP€nd (K=5.6)'
stN ci!111 - A UP (Kd.6)'
SIN C4211 - A Pqrd (K{.0)'
srN c4111 -A UP (K+.0)'
SIN C4911 -A Perd (K4.0, 1/Z NPT)'
stN c4811 - A UP (K{J, 121', NPT}'
AppEvCr
UL & ULC List6d. FM, LPIC, VDS,
NYC Apgoved
(Rd6rb Tdb 1-4. Therytovab
apCy orly b fie sdvics drllims
inrlcabd in lhe Darip criEia Sedbn)
Iulmrn Wortng Praaam
175 Fi (141 bar)
250 trE (17,3 bt) UL & ULC (K=5.6)
ftcTllrrd Gonnc:iion
1/'2 inch NPT {K=2.7, 42,5.6 & 8.0)
Uir incfi NPT - (K=8.0)
tI.drag!Co.fi.td
K = 28 GPM/psira (403 LPlrl/bar'a)
K = 42 GPll/bsitz (60,5 LPilibarrz)
K = 5.6 GPf /psira (80,6 LPil,b#z)
K = 8.0 GP rbsitp (116,8 LPir/beda)
Temperatur€ Ratings
165 Fn4C, 217F I 1 flFC, 286F/141 rc
Finishes
Sprinkler: White Polyester, chrome
Plal6d, or Natural Brass
Conosion R€ei8tant Goalings
Sprinkl€r: wax, Lead & Wax-over-Lead
'H..dGu-d EWfi.$rad.l:
e2 (eEd)- (K=s'G t K+.0) lJp t totd
ttYSG2 (qlad a Sli#) - (K4.0) up
WS-2 (Sti€ld) - (K=5.6) Pendent
FdryAssdrH lffilAffirnad
lt/bdd A rf,L Sli# - (KdG & K{.0}
(Sea If#
Standard Spray
Upright &
Pendent
Sprinklers
ftysiod CharacCristics
The lvlod€l A Up.itrl E Pend€nt SpnrF
ldem ulilize a dezincificatbn resistent
(DZR) bm6 ftane and a brass d€fledtr.
The waErway is sealed wih copper seal
disK and th€ tusible assdnuy is con-
sELEtd of b,or@ and slainl€ss st€d
mnpa|€nts.
I ,..}lE-Ln'
No. 1-l,0
?
Upright
o
fodelFigurel-ilodelA Sprinkler
1n' or 314'
Figure3'CrcssSection
llodel A, Upright Sprinkler
DEFLECTOR
SEAL DFK
Figure 2 -A, Pendent Sprinkler
Figurc rf - Gont*ratim SprinkbrWencfi (Pad #1106)
,"-"" T
. FLAT I,/lnl
2-9rle
(65,1 mml
1/? or 3//1' NPT
Design
Griteria
The lrrod€l A Uprift & Pildflt
Shklo|sa€SbKH Rwnse,
Stildad Co\r€rage Sptay Sp|iddcs
inbnded for fil€ pohdkn qrsbms
&*ln€d haod(h|@ wih he standard
hs{dalin nJes rmgrid by tho
4$c*le LidiB cApgo\rC agsry.
Th6 2.8, 4e 5.6 &8.0 K+eff, lt od€l A
Shklds (Ref. Tat e 14) de Ul- ULC
U$d ad NYC Appror€d tu use hffi darEe wih drrst NFPA sla(dflG.
Th€ 2E 5.6 & 8.0 K+atur, ttiod€l A
SprhH€(s (Ref. TaUe 1-{) a6 FM
Apgored br use h acconbrce wih the
FM Lcs PEi/trriidr Daia StEb.
Th€ lrrodd A Sp.hkleB can be us€d with
eny rneHic fi $h or €)ddd€d srtfi sr,
pwktad he naxim,rn cdlrE b bp of
sF[hldd dd€(br Cr€fidd| sp6dli6d h
NFPA 13is m*{dnd. Fo( rwd
Adizlirns, see oata Sh€et tzo
(K=28'a2 & 8.0) & 1€.0 (Kds) tor
deldb.
tptE
,qtb d€ttg tE#ryi€GssdvaaH&qh*bstua
!!nr aane andurne'rtshS Desrffid b rhe ab.&r d te Tdrtd
sfli:|'s hrtrat Yl&uwffi
ryi*rsae nrlsr* tol,.E h Wlg*i&+ffins
f '4lnstallationLA
Tho lrlodol A Upright & P€ndent
Sp.inlders must b€ installed in accor-
darce with th6 Slol ing instuctions.
rrtrEs
A,*tirfif2 hd, ilPf ryrtntrritint
sluddbe obo*rd wft a b,cn d 7 b
11ft,E, (9,5 b 19,O Nn). Atwi'| tl
d 2t fi'ts. (4,5 *n) db4FE bb Oe
rFdb ihsfal 1t2 itrdt NPf *ra'*las.
A H( W 3/1 ind, NPT q''*bt itt*
shotffDe oo{a,tod vi& e lotr|n d 10
bnfto6,.(13,4b6,8Mn). A
nwtrumd$ftD6'. (n7Mn)d
erqr b b de used b rts',' 3/1 itd,
NPf ryidrbn f&rrtr br,€b of brqrE
mrydusbrt fre Spri4kr il?/',t witl
dlseqtsf tsa&gl9 d i'Be''flp,tof
ete epirrfbr.
Shp 1, Upright spdnkl€rs must b€
install€d mly in t|e up.ight poGilim and
p€ndont sprinklers must be installed
mly in h€ pend€nt position. Th6
dd€.ior is to be peralld to lhe cd[ng,
(6f, 6 rnounting swfaca, as applicabb.
Slep 2. Wth pip€ thGad sealant eppli€d
b t|€ pip€ fireads, hand tighten th€
sprinkler into the sprinkler fitting.
Sbp 3. Tighten lhe sprinkl€r into th€
spdnkl€r ttling using only lh€ Combina-
tion Wr€ndr (Ref. Figure 4), €xc€pt that
an 8 or 10 inch adiustable Cr6s@nt
rryrondr is to be used for ,raax coat€d
(con'tu/Fdo,'-'€ge{)
o
K-factor SprinklerslTeble I - Laboratory Lislings and ApprcYals (2.8
Table 3 - ltboratory Listings and Approvals (5.6 K-factor Sprinklers)
SPRI}IXLER FIT{ISH
Pondont md Uprlght
Tempcraturc
Ratlng
Fname
Golor Gode
llstural
Bress
GhromePlabd
PolY€.terCdrbd Leed
Coat€d
WaxCo.t .l lVax Over
]-e.d Coated
165.Ft74"C thF-rH 1,3,46,7,8 1,3,4,6,8 1,8 1,3,4 1,3'1,4
21?Ft1trJ"C wtib 1.3,.1,6,7,8 1,3,4,6,8 1,8 1,3,4 1,3,4 1,4
a6PF/141"C Bf.F 13,4,6,7,8 1,3,4,6,8 1,8 1,4 2,5 2
Table 4 - LaboEtory Listings and Approvals (8.0 K-factor Sprinklers with 1/2" or 3/.t' NPT)
SPRII{KLER FINISH
Pendentand Upright
Temperaturc
Retlng
F|Em€
Golor Gode
Naturel
Brms
Chrcme
Plabd
FohrqSrCdard toad
Coated
Wax
Goated
IUax (hrer
tead Goated
16SF//4qC Urpd#t,3,4,6-,r"E 1,3,4,8 1,8 1,3,4 1,3 I
z1?Ft1trPc vtltib t,3,4,6*,r,8 1,3,4,8 1,8 1,3,4 1,3 1
rcFn41"C Bf.E 1,3,4,6-,r,8 1,3,{,8 1,8 1A 2,5 2
Notea:
1. List€d by Und€rwitors Leboratorios, F|c. 6.
^Pqr.o^fg
by ltt€ Loss Pre\rention Council
2. Usted bi Und€rwrib.s Lebdatdi€s, Inc. b. maximum - (United Kingdornl . . -
1 50"Fr66f anbbtt t€mp€ratur€s. 7. Apgoved by V. ert and d€r Schad€t dsid|€rar
3. List€d by Undermiters' Laborabies of Canada. 8. Appoved by the City of N€r ' York under BSA 375-7$SA
f. ipproved by Eacbry Mutuai R€s€srd| gorporeton._ .Uprilht Only
5. Apploved by F-acbrytlutual Research Corporaton br *ruoiapproJeA *th 1/2' NpT
maximum 150"F/68'C an$ient t€mperatur€s.
SPRINIGER FI}IISH
Penddt md Updght
TemperaturE
Raflng
Frame
GolcGo<le
lleturalB||ss Chrome
P|,fbd
Le.d@.bd WarCo*e.l War Clver
l.o.d Coated
166"F74qC t-kFirH 1,3,4"8 1,X4"8 1,8 1,3,4'1,3 1
21?Ft1WC wiib 1,3,4"8 1,3,4',8 1,8 1,3,4'1,3J.1
rcFn4JC BtE 1,3,8 13,8 1,8 2 2
Table 2 - Laboratory Listings and K-factor SDI
SPRIilXLER FIIIISH
Pefldentild Upright
TcmpGrdurc
Ratlng
Frame
Color Code
llahrral
Bra6s
Gh?oflr€Pl#d Polycabr
Gtrabd
Lod
Go.ted
Wax
Coat d
Wax Over
l-ead Goated
165Frt4qc trp*5 1,3,8 1,3,8 1,8 1,3 1,3 I
212Ft1WC vlltib 1,3,8 1,3,8 13 1,3 1,3 1
rcH14'.tc BfF 1,3,8 1,33 1t 1 2 2
FiliHnl'fr.nf,!
sprinlders. Wth r€fr.€n€ b Figure 1 &
2, both th€ Co.nbinalbn ll\ltench and
th€ adiustad€ Cr€s€nt w€ndr ar€ b
be applied to the wranch flals onl-v-
Wh6n installing wax coaied sp.inkl€rs
with th€ adlustabl€ CrBso€nt un€nch,
additimal cars n€ods to be ex€rcis€d b
pr€v€nt damag€ to th€ vuax @ling ql
th€ sprinkler wrench flats d ftarE a.rns
and, mnsequenty, elecure of bare
m€tal lo th€ concive environrnent. Th€
jaws of th€ \M€ndr shorid be opened
sufficiently wicle to pass orer the wrench
flab without darnagir€ the wax coaling.
BefoE wt€ndr tightening f|€ sp.inlder,
th€ iaws of the wrondr ar€ to be
adiusted to just contact th€ sfinkl€r
wrench flats. Afr€r wrench tighbning the
sprinkler, looson the rflrench iarxs bebre
removing the wrench.
After installalion, lh€ spdnlCer wrerrfr
flats and fanE arms must be inspect€d
and the wax coating retoucfi€d (re-
paireci) whenever u',e ccerjc.g i"es i:eer
dameg€d and bare rn€tal is expos€d.
The wax coating on the u,rendr flab
can b6 r€loudrcd by gen[y applying a
heated '!./8 indl dbnlgt--. slee! rL"l i,r llie
arsas of wax that har/e b€€n darnaged,
to smooth it bad( over areas where bare
metal is o(po6€d.
,no7Es
Ortyr*tc'irgtfiewdtElaMbilEMr nGead firnEnrc E pe|ftIrftd,a''dt,pre&{d'igit,obpffiot tyatt,'lttt.dfrF
hib, Iri4r&r ltsilaldirr.
Tl'e9i€€/tods,p/./,dDE,'E6dotrtyb
,fu Fin atwhilr il@t b(inbnF,t
llE}lf,x, arrd aryrbb p,mlbns
n€€d'o b&q wlcn ffiigt|?g-
IEatd td, in otfu b ,/er,€'X rlc
inffilbrttan bcing blmed.
ffa/frll'ry/slolcbrdttlrrexocdirg
wiha afrEowqc &Et'lsr@s9
fult &itixg/l w d, b o(M in nE
fqn of a timx Mt Care shaf !e
are.cbadbasfl. r l/?pdtlE WaWbmQtatua w M( bd*f8d.OtWtl76@'tfr@,xcHbbb ttsed', an tffiirftly dnirenctt rbts
at'd f?'sn'6 a,n$ b onty d|t M d ttF
time of inihl sprilrltls'rffin. VlilltltcsEdrdhcefrds ptevbsty
dascrbed, hdr rAa td b nE *gtBqfJfilgffi|sxwl,hllc td
arytd brr*wrd, andttw)btdt I
opft*n of tl?€ tig. bbck b &e |od
aryufirn,ff,y uldtil inft aqy fiorr
tlsara rqth'rrg,Bhdri€L 7he nr
w t trBl, and run&wndlp*ttE
sphkbr.
Gare &Limited
Mainbnanm Warranty
The tuml A Uprigl* & F€ndent SptrF
ld€rs must be mdntaild ad s€Nicod in
acuthce wiut tp bloryiE irstuciins.
rctE;
lbaedancadtst *ttitf b used
b@rga
lr'E-b4,ftrtn he fttsldn
8€trecfu*geiepr*c&rqaann*tqfrd',pfuttfusEtok
drils&epotr'4rqaF|r f a'tog
pemis*xr b sh, bnr tc ful fre
trG'i'l sjrsFnr trust0e o&ipd fom
ilE Frye,lffii,s. N 'gtgrEl
t'/tb
rqbffibyr*dlmnrBtbe,tffi
Spml.,lars u,t*$ ar€ furnd to b€ lekirE
or o<hibiting vidde signs of co.rosion
nn|st b€ Fpbc€d.
A.iornalic spir*hrs rnuS rEYs b6
shipp€d a sb|€dwt|do hdrbrpm-
ues wil €)oeed 1mF/38"C td hey
rrust rFvs be pdnbd, dabd, @abd or
c{itrwise aiised afts leatirg i1e facicy.
[iodified spdddss rnrst be |?bcod
Spa'nld€rs t|at ha\,€ be.r eDQc€d b
@|rogve p|odlcis cf csnbuslirn, hn
have ncieerahd, $ruH be rcpki if
heycamrbeocnd#yds|d by
wittrE th€ spti*b wih a ddr a by
bn dilg ilr 'ih a sofi Uis[e bn utt.
Car€ mrs be €scis€d b aroil darqp
- b€tu€, drilg, a|d ahr iEtdbtl'|.
Strnld€rs danr€€d by drcpfilg, sbfdng,
t/}r€r|d| twbusfppagg, 6 the ll(e, nud be
redacd.
Fl€quont visral irFpadidts d€ rsdrF
rnmded b be irithly p€rfu.m€d fur t ta(
d|dhrl€d c@l€d sfri*lers, atur he
insidalkn tl6 b€€.r combed, o veriry
he int€grity of he \Ex and/tr lead
coalirE. Ther€#., anud irFp€dions
p€r NFPA 25 $orjd $fice; lpirE\r€r,
insH of irFp€clir€ froan th€ floor levd, a
rardom samdirE ddGeup visud
hspedics shold b6 mde, so 6 tc
b€ttr ffinine lho exact spri*b
cond&m and the bng tfln inbgfiity of he
waxdddl€dc@ting, as it mayb€
afrcbd by th€ qru*v6 cdditqls
pres€nl
The ou,rH is r€spoarslCe ba tE inspc-
lim, t€sliE, ard rnairl€nJr ct fdrfit€
frfeab rysgn ad d€\,i{Fs in
orplam wih tis dmrrn t,6 lrr€ll6
with the apCi:ad€ stsdads d lhe
l,laliord Fire fficim Associalin (€.9.,
NFPA 25), in addtim tc tp sEdads d
ary olher aJthaiti€s havi€ jtrisdi:lbn.
The instaltrE drtacbr fr spainklor
rEruIac0rG. stnJd be cantacbd r&tivB
banyqlslil|s.
ft is t€onmendd that artdnatic
sprhHs sysEns b6 insp€cbd, ffid,
and nrahLn€d by a quaffd hsp€clm
Ss/i6.
Prcd.Eb rnanubd.rr€d by T),to Fir€
Prod.Eb are wananbd sd€ly to tho
didnal Buy€r tor tm (10) yeas 4dmt
de_.h..ls in rnate.ial and ur(rl('n shift
wtEn fFid fu rd proporty ir|sblled and
rnairrtahed mder nonnd us€ and s$/ica.
Thb \ |dr4lty will e)q*€ tfi (10) y€ats
idn dale d sfiprnent by T),to Firs
P'odrcb. l,lo wararty is gir,sr br
poducis a componants marufactlrsd by
comfdes ml affiiabd by o tn€Ghip witl
Ty€o Fne Poducts or ficr p'od.rcts and
co@onents wtrk*r ha/e b€€n slJti€ci to
misrse, irnproper irsblhtim, coarslion, or
wtidr ha\,€ not been hsbfled, maintain€d,
rnodin€d d r€{rdrcd in acco.dance wih
apfficdl€ Standads oi th€ Natbnd FltB
RofrBdim Associati$, ard/or th€
stmdards of atry o&|€r Artlptiti€s Having
Judsdirlim. tvlabrbb ficund by Tyco Fire
Pruilcis tc be debdive shai be €rtilea
r€p*ir€d tr r€daced, at Tyro Fir€
RoducNs'sde odbn. Tyco Fir€ Prodrds
ndth€r assrn€s, nor authoaizes any
perscn !o mrne iq it, any ofrr
ot lgatbn in cdneciixr wih th€ sale of
prducb or parF of pIoducb. Tlrco Fite
Producb shall not be responsble fur
sprinider sleFn d=in eflors a imcu-
rab c incoflpleb hturna|ilr srpdi'd by
erys c eryrt rcgesentatives.
hI NO EVENT SFIALL TYCO FIRE
PROOUCTS BE LABLE, IN COI+
TRACT, TORT, STRICT LIABIUTY OR
UNDER ANY OTHER LEGAL THEORY.
FOR I'ICDENTAL, INDIRECT, SPECIAL
OR CONSECUET.ITAL DA'I'AGES,
INCLUDING BUT NOT LIMITED TO
IABOR CMRGES, REGARDLESS OF
W}.IETHER TYCO FRE PRODUCTS
WAS INFORMED ABOUT THE POSSF
BIUTYOF SUCH DAI\NAGES, AND IN
NO EVENT SHALL TYCO FIRE PROD
UCTS LIABIUTY EXCEED AN AMOUNT
EOUAL TO THE SALES PRICE.
Flordering
Itfllnlormation
Ordai4g lnfonmlion: Wh€n pbcirq an
dd6r, irdicab thefill p|odud nano.
Pl6e sp€ciry the quanlity, nrodd, sryle,
aifie sia, brnp€raue ralirE, t)n€ cf
frish tr codi.E, and s{ridd€r wg|dr.
R*r tc Fric€ Isl fcr cdnC€t€ lisltrE ofH Nurrbe.s-
T*tbaffi(dtuAtM@g
rtcFffi[flftrwrnRrxtvls
,,,,,T,,LE'.ItrANIIAI{,ALL
sEmrilffilau?YlftF rrE|li
RN A PARIEI'-AR PInf,6E
tttajo tm.a,mot t frrr Hrt Pdnted h U-S3, 2-01
GB.QR
Quick Response
Upright, Pendent, Recessed Pendent,
Sidewall & Recessed Sidewall
Glass Bulb Automatic Sprinklers
CdrpanyManufecdur€d h Cd|fd Spnn*f Corpanv
451 Norh Canrpn AvsrF, Larsdale, Fetnqtylvanb 19145
U#l*T*- hlmnicar
The csrhat iiod€t cB{lR Au' - s'tadad AF|icftm
sprirtdss ombraco n",r,ir",JH** T"-Yq1cqlR-A'|tdndic sprinkl€B alE
advancad design batres. rn vln"o.po.- Pg gjf-t ar€e cov€rag6' and
abrrerarsstin sr*" urot".*il6J ffiffiffiffiH|**whi€fi Gsutt in a much smerer, ma- ;i;*d;'ilil;" sprir*tars.:ll#5^3*Y;,ff* #* s,.-":,i".-^--.
dhm€r€r ftandbre "ap",n mr t'o'rv ffiE#il}ffiiffTt20 mm in l€nglh.
Th€ Mod6l GB-clR Adomatic sorinpers 7i1! (l-t:W) !:Ptg) 1n'('etm)N'P'r'
ar€ int€nd€d tur insrartatirl n JJgJ 1n'(a7np) 5'a (a'q 12'(1tryn' N'P'r'
li'#ffi')Ft Y-ffiffalftif'.' lffi Rati"s & *".3"
mm) orifico siz6 and 15s"F (68.s"c), iE"iAlC- y€ilow
175"F (79.4"c), 2m'F (Ct.3"C) and _ ;;;,/93c ere€ir,,trT33t?Sffi:J:tr;oP zwtiir"., Brue
with lwo staldtd firistEs' brasr^or^ $anderd Fnishc Brass,clrorne ptabd
;9ffi,Htril*H,H,ffi ffi.',yt**'flr$'Sf"ffiffifr3"! r"a-v rivoi'iJ 1oo% ar soo psi
.€coss€d qr** respo.rso wi|h Frbry (34'5 bar)
Mutud u'hm usirg a speid rcaod Approvals:
€sojtcfi€on. l{d(e suro b dds the cdr€ct
rBcqss€d ascutch€on $t|dr Fs.bry Mufud
4prot/d b Gqd,€d. Th6 pa't nrr||b€rs
{e 3071 br ctrorno , 3072 br big}t brass,
3070 brush€d brass, 3D75 d white 3On!
white, 3074 black Tlis eqlHron is mt
n€€d€d b rnaintain a quid ]EsFng€
Listing at U.L.
Opcralion: Tho gl'ess brlb capsub
op€rating m€cfid|isn cd ai€ a h€at-
s€nsitivo liquij that €xpills r.porl
applicatbn of hoaL Upon t€ding tr€
rat€d t€rnptral|re, th€ frangiu€ caFul€
rupturB th€r€by r€l€adng fE oriica s€d.
Th€ sprinkler then disctBlg€s w&r in a
pBd€sign€d spray petbrn b cmtrcl or
extinguish the firc.
'FUAfr.ov.l.tur'€'&fl4 *Uyr,rion3. Recgscd lrrr*rat '''[,''traSptcb, R.c..c.dE cufcrbo|rlc8 F can,
SldrBn fr fpr L&fi| ,lrzrd onfy rfd &.. not
tt'f'htdE W tt'rb|t1
Approvals:
Xodd A
DrfrcciorSltlc
Orific.
md K+rst?(nptic)
GEQR
HEffig"
Rec63ssd
Pendent
7llt(11.0 rm)
15 (il.e)
1fi| (12.7 ,7i'n)
5'5(mE)
Iodd IUlGbrry.
Orifc.
and K+.cbr
(mafrb)
GB4R'
UprighU
FendenU
Rcss8d
Pend. SrW
1fr8 (2.nrm)
5.6 (dt 8)
1n (12.7 mm) &
7n|6" (tl.o mm)
Orifiee
Automatic
Sprinkler
Io. l-t.O
t
Figure I - Model GBQR Recessed r""t
4a(ttrnl5-rtnlrnr2lralt2|lnt fadnrr| h|-
ltlf (/6.0
2 7F (l'io |l.r)
'Supgorf erp rth FU Apg|od hEs !h h tto hcr, 0|r dtndetd U.L. vssbn doas not
rrgure z - modei GB-QR Pendent
,
I
,
I
I
I
Note: Csntrafs Mo(bl 65 a401 oscutlxr mry b6 usad. WlFn
|l3lBg Confafs Uo(bl65 e$ubhoon, fe of RC. b p|Dt|de
1/8' i1/16r (3.2 mm t1.6 mm) boyond lhbh€d yC lhe.
Figure 3 - ilodel GB{R Upright
a
GB-QRFigure 4 - Model Rer;essed Sidewall
Figure 5 - Model GB-QR Sidewall
2 trd (I4.7 mm)
Cenhafs Model 65 6 401 escubh€on may be us€d. Wh€n usFrg Centrals Modsl 65
escutch€on, laca ol R.C. lo profrudo 1/8' I 1/16' b€yond ffnbhed wall iln€.
Design
Data
The Model GB-QR Automatic Sprin-
klers are intended for standard area
coverages and flow and pressure re-
quirements as specified in currenl NFPA
Standards for quick response sprinklers.
$nstallation
All Central Model GB-QR Automatic
Sprinklers musl be installed according to
cunent NFPA Standards. Deviations
from these requirements and standards
or any alteration lo the sprinkler itself will
void any wananty made by Central
Sprinkler Company. ln addition,
installation musl also meel local
government provisions, codes, and
standards as applicable.
The syslem piping musl be properly
sized lo ensure the minimum required
flow rate at the sorinkler,
Check for the proper model, style,
orifice size, and temperature rating prior
to instalialion. lnstall sorinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe syslems musl be protecled from
freezing.
Upon completion of the installation, lhe
syslem must be tested per recognized
slandards.
In the evenl of a thread leak, remove
the unit, apply new pipe joint compound
or tape, and reinstall.
Installation Sequence
Note: Use the Combination Wrench
For Upright Sprinklers and the GB
Sprinkler Wr€nch For Pendent and
Sidewall Sprinklers.
Step 1. The unit must be installed in the
uprighl position for the upright style
spfrnKlefs of In the penoenl posrtlon lor
pendenl sprinklers, and in the sidewall
position for sidewall sprinklers.
Step 2. Use only a non-hardening pipe
joint compound or Teflon' tape. Apply
only to male threads.
Step 3. Install lhe sprinkler according to
the dimensions shown in the installalion
diagrams on pages two and three of this
t Teion is a trademark of the DuPont Coe.
Combination Wrench (Part #1106)
/For Uorioht Sorinklers)
GB Sprinkler Wrench (Part #1099)
{Far eaajen! ! $ifaw2ll SF!.inkf e.s)
o
E
=E
a
GB Rss./OR
technical bulletin. For recessed
applications, do not use the push-on
escutcheon plate to hold the unit in
position. The sprinkler will only
funclion prcpedy when ancf|ofed to the
building structure.
Sbp.[. Hand tighbn th€ sp.inklq inb
the fiting. Then use a C€ntd Uniy€r-
sal Wrench br gendent sfinklers, and
a Cenbal Combination Wrench br
upright and sidewall sprinlders, to
tighten the unit into the filtirE. A leak-
tight joint reguires only 7 b 14 ft.-lbs.
(9.5 to 19.0 Nm) of tdque; a tangential
tore d 14 to 28lbs. {62.3 to 124.5 N)
delivered through a 6' (150 mm) handle
will deliver adequate Uque. Torque
levds over 21 ff.-lbs- (28-6 Nm) mry
distort the orifice seal, resulting in
leakage.
Caution: Soecial care must be
taken when installing sprinklers with a
CPVC system. Sprinklers must be
installed afler the manufacturer's
recommended setting time for the
primer and cement to ensure thal
neither accumulate within the sprinkler.
SDecial care musl be taken when
installing with a copper system.
Sprinklers must be installed only affer
the inside of the sprinkler drop and
associated fittings have been wire
brushed b remove any flux. Residual
flux can cause conqsion and in
adreme cases can impair proper
sprinkler operation.
Uff#**
Sprinkl€rs must be handled d+
fully. They must not be transported or
stored where ambient lemperalure
may exceed 1m"F/38'C. For best
results, store them in a ool, dry
location in the orilinal shipping
package.
Do not install sprinkleIs that have
been dropped tr visibly damaged.
Sprinklers must never be painted,
clated, plated, or altened in any other
way from manufaclured condition o[
they may not function poperly. Any
sprinklers altered in such manner
must be reolaced.
The ourner is responsible for the
proper operating ondilion of all fire
01998 Central Sprlnklsr Company
Prlnled in U.S-A.
Fotection devices and accessdies.
The NFPA standad 25 entlbd,
'h@*n, Teing ad lkllrdeare
ofWeFr€asgdFtuaWffin
Staterns', contains guktditEs and
minimum rnaintemnce rcquircfiFnts.
Futsrnae, tfc Ml Autffiy Having
J tri$htin rcy heve addititnal
rcgubli.rrE and t€qiionpnts fur
maintenance, testing, and inspeciion
that must be obeyed.
It is recommended that sprinkler
systems be inspec-ted regularly by a
qualified inspeciion seMce. Length of
time between such inspeclions can
vary due to accessihility, ambienl
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler thal has
opeiated. Replace any sprinkler
exhibiting conosion or damage;
always use new sprinklers of the
same type and lemperature rating as
replacements.
Because the discharge pattem b
critical lo proteclion of life and
property, mthing should be hung or
attached to the sprinkler unit that
lrould disrupt the pattem. Such
obstructions must be removed. ln lhe
event that consbuclion has altered the
original configuration, additional
sprinklers may need to be installed to
maintain the proteclion level.
Do nol attempt to replace sprinklers
wilhout first removing the fire
prolection s).stem hom service. Be
ccrtain b s€q.re permissbn ftom all
Autlolli$* Having Jurbdffin, and
nolifr/ dl personnd who may be
afiecied during sy6*Em shutdotfln. A
fire watch during maintenance periods
is a recommended precaution.
To remove lhe syslem frorn seMce
mode, firsl refer lo )ruir system
operating guide and valve insbuctions.
Drain water and relieve pressure in the
EENTRAL
'-F
Genbal Sprinkler Gompany
451 Norlh Cannon Avenue, Lansdab. PA 19i146
PHONE (215) 362-0700
FAX (215) 362€345
pipes. Remove the existing unit and
install the replacemenl, using only the
recommended sprinkler wrench. Be
certain b match model, style, orifice,
and temperature rating.
A fire protec{ion system lhat has
been shui off afler an activation should
be re(urned to service immediately.
Inspect the entire system lor damage
and replace or repair as necessary.
Sprinklers that did not operate but
urere subjected lo cotrosive elemenls
of combustion or excessive
temperatures shoul<l be impected, and
rcpbced if need be. The Autlrority
tbvbrg,hnisdtclil)'lwill detail minimum
rcpbcernent rsquirernenb and
regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace
an't' producis found to be defective in
material or workmanshio within a
period of one year from the date of
shipment. Please refer lo lhe current
Price List for further details of the
warranty.
Hll,'il,i*11,,,
Ordering Infionndon: When
placing an order, indicate the full
producl name. Please speclfy the
quantity, model, style, orifice size,
lemperalure rating, type of finish or
coating, and sprinkier wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other producls are available lhrough-
out the U.S. and Canada, and
internationally, lhrough a network of
Cenbal Sprinkler disbibution cenlers.
You may wrile direcily to Gentral
Sprinkler Company, or cell 21| 5-362-
07fl) for the distributor near€st you.
Patents: Palenls are pending.
Conversion Table:
I inch = 25.400 mm
1 foot = 0.3048 m
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cmz
1 U.S. gallon = 3.785 dm3
= 3.785 lilers
Conversions are approximale.
GB.QR.5
Sidewall SprinklenH
Horizontal Sidewall
Automatic Sprinkler
r[51 ilorfi CanrF.l
of the water away from the ne*by
wall in e quarter-semispherbal
pattem with a limited portion dthe
discharge direc{ed torflard the wall
behind the sprinkla. They ertrace
the ultimate in aeslhetic app€al and
advanced design feature vh
incorporation d a unique centq strrrt
design, which results in a smaller,
mce attraclive sprinkle than lhce
manufaclured with a rnae baditional
design approach.
The Model H Hdizontal Sitlerall
Sprinklers am intend€d for inEtallatirn
in acordance with cunent NFPA 13.
They are iCeally uited for use in
churches, club6, scftools, hoGpitels,
offices, restaurants, audibiwns,
retail stores and simihr ocorpancies.
They are anaihble in a wiJe veiety of
orifice sizes, temperature ratings,
finish€s and concion resbtant
c@tings.
Operatlon: A tusibb alloy b s€sl€d
inb a bronze center shrt by a
stainless steel b-a[. When the alloy
melts at its rated temperdure, the ball
is brced upuaard into f|e cerlts 6bL*
releasing the lwo ejectds and
operating the sprinkler. Unlike mct
other sprinkler designs, the alloy is
nol expGed to atmGpheric
conditions that could afiect ils ptop€f
fundioning. lt is also lsss $rscegible
to mechanical damage since there
Product are m pro[rding eleflients
exlending beyond the sprinkler
fann.
The Central iilodel H lbriantd
Sidoilall Sprinklers are designed witt
special deffec-brs that discfiage .no6{
llesuiPtion Ci Technical
IHilffih lllrata
ilodel: H
Style: l-lorizontal Sidewall
Orifice Size and K+acia
3lt' (g.g rm) 2.6 P7.5 ,n*x)
'ha' |tt.omm1 4.2 (fl.6 i,ct''E;)
th' 1tz-r nm1 5.6 (a.8 flr€'/r')
Thred Size: 1/z' (rc rm) N.P.T.
Temp. Rating & Frame Arm Cobr:
135"F/57"C uncdoredorblack
145F/63"C uncdsed a bbc*
165"F/'/4'C uncdorcd tr black
2'12"F/1OO"C u'trib
285"F/1rtt"G blue
Note: Color identincation is not
r€qdred f6 plated sprinklers.
Apgowb: U.L., U.L.C.,'F.M. ,
'M.E.A (37$7$S,A)
(' I lz'1rz.z nm1 ortftce only)
Standard Finbhes: brss, chrome
DeoorativeFinishes: black, nfiite,
off-*file (u.L Mr)
Conosion{esistant co€tings: wax,
lead, rraxover-lead /see taDular
inffi*nonpge3)
Maximum Wdking Pre6sur€:
175 psi (tz.t uar)
Faciory Hydro T€st 1(D% at
Sfl) psi 1s+.s oarl
Pintle: on def,ector for %'fg.smd and
7h.'(11.o flm)o'tfi@,.
Lergth: ?/r- (s9.9 mn)
widrh:
Frame Arms: 11'a' 1fi.s nrnl
Defledor: lsha' 139.t nn 1
Weight 3.1 oz.(stgenu)
Manufectur€d by: Central Sprinkler Conpany
"1"" t7 hG", 'lr"
l9.5nm, { I .Onrn, | 4?mmf
Orifice
Horizontal
Sidewall
Automatic
Sprinkler
to. l4.O
I
Figure 1
Model H Horizontal Sldewall Sprinkler
/8'(54.Omm
1"
(25.4mm)
(36.5mm)
Gomblnation Sprinkler Wrench (Part #1106)
I
alFlTechnicI lData
All Cenfal sprinHers must be
installed according to cunenl NFPA
'13 slandards. Dev;alions tom
these requirements and standards
or any alteration to the sprinkler
itsetf will void any wananty made by
Central Sprinkler Company. In
addilion. inslallation must also meet
' Listed as high l,emperafurc, wax coated for installation whert marimum
ambient ceilang temperature does not excced 15lPF.
F,M. A
Tempe.ature Raling ("F)Orifice Size Conosion-Resistant Coating
13$F/57qC
149F/63sC
16SFtf4qC
21?Ftltl,}c
28eF1141"C
1li(12.7mn)
If (12.7mn)
Ii(12.7rm)
Ii(1ZVrun)
1f (12.7rn)
L6ed
L€ad
Lmd
L66d
Leed
lleslgn Requinmsrts - S-|rdrrd Applictffons
The Model H Horizontal Sidewall Sorinklers are intended for slandard area
coverages and standard flow and pressure reguiremenls as specified in current
NFPA 13.
The s/r"p.s rml andrhe'(tt.o nm)orifice sprinklers are U.L. and U.L.C. Lbted for
inslalhtion in lighl hazard ocqJparrcies only. These sizes are nol F.M. or M.E3.
Approved.
The1lz"1rz.z mmlorifice sprinkler is U,L- and U.L.C. Listed and M.E.A. Approved
for instiallation in light or ordinary hazad ocdrpancies only. lt is F.M. Approved
for installation in light hazard occupancies only.
The Model H Horizonlal Sidewall Sprinklers musl be installed with the deflector
fiom 4'(01.6 nm) to 6'(ts?.4 rnrd belorv ceilirgs and nct more than t (ts2.4 nn)
away ftom the wall or lintel surface through which they are mounted, "unless
special construc*ion arrangements make a different position advisable for prompt
operalion and effective distribution" (see NFPA 13). There is no maximum ceiling
height limilation for multiple sprinkler installatbns, when utilizing the Model H
Horizontal Sidewall Sorinklers.
fl"stallation
local govemment provisions, codes
and standards as applicable.
The system piping must be properly
sized lo ensure the minimum required
florv rate at the sprinkler. Check for the
pmper model, style, orifice size and
temperature rating prior to inslallation.
!nstall sprinklers affer the piping is in
place to avoid mechanical damage;
replace any damaged units. Wet pipe
systems must be protected from
fr€€zing. Refer to lhe Central Bulletins
on fte Model H-1 Dry Horizontal
Sidewall Sprinklers for use in dry pipe
sprinkler installations.
Upon completion of ihe inslallation,
the system must be tested per
remgnized slandards.
In the event of a thread leak.
remove the unit, apply new pipe joint
cornpound or tape and reinstall.
Installation Sequence
Step 1. The unil musl b€ installed in
the horizontal oosition.
Step 2. Use only a non-hardening
pipe joint compound or Teflon' tape.
Apply only lo the male lhreads.
Step 3. Hand tighten the sprinkler
inlo the fitting. Then use a Central
Combinalion Wrench lo tighten the
unil into the fitting. A leak-light joint
requires only 7-14 ft-lbs.(g.1 to 19.0 Nm)
of torque; a tangeniial force o{ 14-28
lbs-(62.3 ro 124.5 Ny delivered through a
6" (1so mm) handle will deliver
adequate torque. Torque levels over
2i fr-ibs.(ea.o i.t"r) may distort the
orifice seal, resulting in leakage.
CAUTION: Do not "wrench" or tum
the deflector, as this action may
damage the sprinkler and cause it
to leak underpressune.
' Tefur b a lr*m3at of lhe DuFonl Ooao.
u.L.
Temperature Rating Orilice Size Carcion-'Resistant Coating
135f/57.C
145"F/63.C
165"F174.C
21?Ft10,J€
286"F't14',tqc
tlt', rl:c',1 h"(9.&nn, I 1.Onn,l2.7mn)
If , rl1d,1h'(9.5.rut\ lr.gwt ,l2.nrm)
3/0", t/rc', r/z'(9.Snm, 1 1 -&nm12-7mn)
3lf, 7ls",th' (9.&nm, I 1.0rwn,12.7mn)
ala', r I la',1 h' (9.Strvln" l r.hnm,l z.7trrr)
Lead
Lead
Lcd, Wex, Wax-Ov€r-L€ed
L6ed, War, Wax{vtr L€ad
L6ad, Wax, Wax€ver L€ad
t
fTil Gare & i^:::,ffi:iffilfl':,l"ffifiiT",l-I llhinbnanoe Hi1ff""*il"J5$1"flff "
Sprinklers must be handled
carefully. They must not be
transporled or stfred where ambient
temDeralurea mav exceed 100PF/
38PC. For best resuns, storc tnem In
a dry, c@l location in the original
shipping package.
Do not instali sptinklers lhai have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, dated or altered in any other
way from manuiaclured condition or
they may not function properly. Any
sprinklers altered in such a manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
prctection devices and accessories.
The NFPA Standard 25 entitled,
" hrs,,€f'iln, Tes,iry and *Afiftrglw
dWabr-W FizPobdtxr
qlsternei contains guidelines and
minimum maintenance requirements.
Furthermora. the local Auhmily
tlaving Juriffiim mey have
additional regulations and
requirements tor maintenance,
testing, and inspection that must be
obeyed.
It is recommended thal sprinkler
syslems be inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambienl
atrnosphere, water supply and site
aclivity.
Oo not attempt to reassemble or
otherwise reuse a sprinkler thal has
op€rated. Replace any sprinkler
exhibiting conosion or damage:
always use neu, sprinklers of lhe
same type and temperature raling as
replacemenls.
Because the discharge paftem is
crilical to proteclion of lffe and
property, nothing shor.rld be hung or
attached to the sprinkler unit that
would disrupl the pattem. Such
obsbuctions must be removed. ln lhe
@1998 Contral Sprlnklor Company
Prlnt8d ln U.SJq.
Do not attempl to replace
sorinklers without first removing the
fire proteclion syslem trom service.
Be certain to secure permission from
all Axlho.ilies Havino Junsdiction.
and notfy all personnel who may be
affected during system shutdown. A
fire watch dwing maintenance
pefDds is a re@mmen(Fd
precaution.
To remove the system from
service mode, first ref6 to the system
operating guide and valve insbudion.
Drain water and relieve pressure in
the pipes. Remove lhe existing unit
and inslall the replac€ment, using
only the special sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire prolection syslem that has
been shut ofi after an activation
should be returned lo service
immedialely. Insp€cl the enlire
system for damage and replace or
repai. as necessary. Sprinklers that
did nol operate but were subjected to
ccrosive elements of combuslion or
excessive temperatures should be
inspected, and replaced if needed.
Tlc Autffiy Havhg JunUddon will
detrail minimum replacement
requirements and regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
perird of one year ftom the date of
shipment. Please refur to lhe cun€nt
Pric€ List for further details of lhe
warranty,
EENTRAL
-FGentral Sprlnkler Gompany
451 N. Cdr'|on Av€r .b, Ls|sdele, PA 19446
P?s|o (215) 36247m
FA)( (21O 362-5:185
vFf 0rdefing
Ftt|lnfomation
Odering Information: When
placing an order, indicate the full
producl name. Please specify the
nrantitr. model. sfule, orifice size,
temperature rating, type of finish and
sprinkler wrench.
Availability and Service: Cenlral
sprinklers, valves, accessories, and
other products de available
throughout the U.S. and Canada; and
intemationally through a nelwork of
Cenhal Sprinkler distribution centers.
You may write direc{ly to Central
Sprinkler Company or call 800-52&
6512 for the distributor nearest you.
Converaion Table:
1 inch = 25.400 mm
I foot = 0.3048 m
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximale.
Sprinkler
Head Gabinet
Central Sprinkler C.amp6ny
451 Ndth CannonAvenue, Lettsdale, Pennsylvenh 19446
@il*,il** Ail:ll*cal
Cental Sprinkler Hed Cabinets
are oonsbuct€d of a motel endcue
wilh a hinged @ver d€s(tned b
provfule on6ite sbrage d an
emoeency supply of sprinklor hsds
and a sprinkbr head wr€nch.
NFPA 13 requiFs a r€precentative
number of eacfi typ of spinkler
head used in a sprinkler sysbm b be
staed in a cabinet onaite b alkty ior
immediale rernoval and repbcemenl
of sprinklem which may have
operated or become damaged.
Cenhal Sprinkler Head Cabinets
are manuffiurcd of hery ggug€
steel with knod@uts to
accommodate either %'or %' N.P.T.
threded sprinkler h€ads and ar€
painted an atbaclive red enamel.
They are available in ttree (3), six (6)
or twelve (12) head capecity.
ttlodel: Sprinkler Head Cabinet
Style 3,6 or 12 head
Sfandad Finbh: Red enafid
ffir. Source: l,lon{ornestic
Capacity: 3 sprinkler heads
6 sprinkler heads
12 sprinkler heads
Dimens'rons:
3hed-trtr!1hxVttuBx2W@
6 head - f, high x lq tugx 3%" ep
12 hod - S tigtt x 147r' lorp x 5- <bep
Weight 3 head - 1.5 lbs.
6 head - 2.3 lbs.
12 head - 4lbs.
316&12
Sprinkler
Gabinet
Xo.2L.O
o
on Gare &pfnstallati
Cenhal's Sprinkler Fbad Cabinet b
designed with two 940" diameter lptres
'ior-wall inounting a diect atlacfincnt
to lhe s)rstem riser with a strap-type
hanger. The Cabinet should be
installed at or near the system conbol
valve and must be stocked with an
adequate supply of spare sprinklers
and a sorinkler wrench.
The stock of spare sprinklers
should include sprinklers of each type
and temperature rating as are
installed in the sprinkler syslem, in
the folloning quantities;
0rdering
tlllaintenate lnformation
Sprinklers
In S!'stem
Spare Sprinklers
Required
under 300
300.1000
over 1000
6
12
24
The Cabinets are desQned to
accept both % and4 N.P.T.
threaded sprinklers. For )f N.P.T.
sprinklers, leave the removable
knockout in the hole. For 9tr N.P.T.
sprinklers, inserl a screwdriver blade
from lhe front top of the shelf and
under the near boltom part of the
knockout annular ring. Press the
screwdriver handle down b remove
lhe knockoul ring. The hole, with the
knockout ring removed, will accept a
Yi'N.P.T. sprinkler.
@1994 Cenlral Spdnkler Company
Prhted in U.S"A.
The Cabinet, wrench, and strock of
spare sprinklers shouh be inspected
at least quarterly. The follorving items
should be checked:
l. The Cabinet should be readily
accessible, ard not exposed to
a mrosive almosphere or
temperalures in excess of
100'F/38r'C.
2. The stock of spare sprinklers
shouh include an adequate
number of each type and
temperalure rating.
3. The stock of sprinklers must be
in good condition.
4. A sprinkler wrench of the
appropriate type must be
induded in the Cabinet.
ffi
'-t'
Central Sprinkler Gompany
451 North Canmn Avenu€, Lansdale, PA 19446
Phone (215) 362{700
FAX (21sI 362-s38s
When placing an order, indicate lhe
full produc{ name. Please specify the
quantity, model, style, capacity, and
stze.
Sprinklers, wrenches, and hard-
ware for hanging are not supplied
with the Cabinet. They must be
ordered separately.
Availability and Service: Central
sprinklers, accessories, and olher
products are available hroughout lhe
U.S. and Canada, and intemationally
lhrough a network of Central
Sprinkler dislribution centers. You
may wite directty to Central Sprinkler
Company, or call (215) 362-0700 for
the distibulor nearest you.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanshio within a
perkrd of one year ftom date of
shipment. Please refer to lhe current
Price List for further details of the
warranty.
Conversion Table:
'l inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 k9
Conversions are approximate.
^e.
-
-
Hd.Cab.2
t
INCORPOR^TED
coRoilA cA
Size Renge - 112 thru I incfi pipe.
llaffiC - C-anbon Steel, Mil. Gdvanized to G90
spccifications.
Funct'oln - Fq fire sfinHs and oth* gen*al fipirg
prrpos€s. Knded vivd nut design pemits harger
adjustment after installalim.
Fertrrres
. ru2 ttuu 2 inch) Flared edges ease instellation for all
pipe types and proted CPVC fldic pipehont
abrasion. Captured dosign ke€ps adjusting nut ftonr
separating with hanger. Hanger is esily insfalled
around pipe.
- (2-112 thru I incfr) SNng bnsion on nut holG it
securely in harger bdce instalhtim. Adjusiling nut is
emily remored.
Approvals - Und€.writss' Labaabi€s Listed (18
thru 8') in the U.S. (UL) and Cenade (cul) fd sreel
and CPVG plastic pipe and Factory Mufrral
Engineerirg Apfred (3/4' ttru 8). Confionns b
Federal Specificalions WWJ'I171E, Type 10, end
Manufaciuers Standardization Saiety SP€, type 10.
taximum lenrporturo - 650"F.
Flnlsf - Mil. Gdvanized, fa Stainless Sbel matariels
order Tolco Fig. 20(MON.
Ord* ay - Figre number and pipe:nze.
r%"Trimline' Adjustable Band Hanger
Fig.2(N
1/2 TTRU 2 INCH PPE 2 I'2 THRU 8 INCH PIPE
ROD SZE IAX.REC, APPROX.
400
4m
400
U8
3A
3t1
1
orl
Irmr or l(}rm
8rm or l(rlm
v1E 2-1n$3ta 2-518
11
11
12
1-1t4
't-1f2
2
400
400
400
3/8
3/8
3/8
Emn or 1('nm
&fmr or l('nrn
& n or l(}fIn
$3/4 2-7t83-7E 2-7t8+1n 3
13
14
15
2-1n
3
11n
27
29g
600
600
6{n
3A
3/8
3t8
1(}nm
1Onm
1Onm
5-54 +tA5-7ts 47-3t8 *1t1
4
5
6I
35
66
73
136
5
6.1/4
6-y4
8€/4
3/8
112
1ti\
1tiz
1Onm
lZnm
l Anm
lanm
7-3la
$1/8
1(F1/a
t$1/8
10(n
1250
1250
1zfl
'Ord* Fis" 200M
-89-
Iammys
-11/tSW
or.rlalO'l{d)effirarela|rd
T{
*t*tfu a||rrtal jW &rfa.t
STEEL-s
Setf-Driilling' W-rqPiDg
Ur. fla N.a H-. (Lr flaa)
bn#Irb&l Scrt
IL.crldo Ec Qrt W.i!X
Od t00)&cQlt
50 NTR IOE 1/a-2trl 100 625 1000
51 NT TOO It+la\l lo0 525 t0o0
s2 DST r50 ua-ttl't tn l(x)550 l0d)
53 NIIS lt1-11',,100 6,00 t 000
5.1 Nr rSo l-t/to, tn I00 5:75 | 000
55 IlsT:!00 t/a-t&3 100 725 t(x)0
56 TAa500 lz-tarl llt 100 550 l0()0
i 510* / 20 g!
tl25l t v1"
llc#laSW Na Hlr Gtr*fal)
bD#llLu Saralt
It .crld-
ffD
lLrlEr
rb
IE-E.rrdf'fi LQrt WdfU
(r.r l0O)C-cQt'
601 rlsT 2,rn-Lf,.rtt"-!/r6'I /il'50 rl.?5 JOO
tt13 6T1.5 ll+rad,rD .rtt"-!/r6"i0 ?.!5 500
122 IXITR lC rr+2ltl .036"-20 ?r11"l5l0l /20 3 50 5(xt 00 7
2t NTR'I's,lCltrl lra .0f,6'-20 fr 22:2N t20t,50 t.00 500
aa?NT5,ta s/lCllrl lA .ltt"-3l16.t tr4,t5d+f /tt6i JO 6.75 500
05 nx5.o ll:,,Ia an .25"-lA'ln'Jt25f / tar 50 6.m J00
Page 6
For lt*nbg/*hodag ri f{3f t|br-t atdlrrraq, d rd *
,{-Gtr,--a.Hdrl qcqrS i U* a er{atr- tcno|
Pipe Hanging Secdon
40
daeon
-rtmf\
:=:
@
EJJffi
It
CPVC Hanges
Pipe strap tJrpe hangers designecl sp€cially For cPvC. Retainer
"dimples" hold clamps in place to free hands to hang pipe.
Ofrset edges will not abrade plastic pipe. UL Listed.
o E HOU SrnAP - tla' ci'4ig
oxE Hotf sInAP - r- cPvc
ilo HorE sttAp - 3/a' c9\rc
luo Hotf strAP - t- cntc
IUO HOU SITAP - l-t/a' Cn Cuo Hotf srtAP - r-r/r cnrcIro Holt sttAp - 2- cn c
two HolE sD€ lr(x[r $RAP - 3/a' cD\rcflo Hotf sltE u(xf{l srnAP - t' cP\tcuo Holf stx K)trfi srt^t - t-lla- cryc
IUO HO]f SD€ rc|Ifl SIIAP - I-1/T CryC
IUO HOt! SrtE rOt'|I SnAP - 2' CP\,C
orE Holf, sfRAP - 3/a- cP\rc
oxE Hotf sfnAP - 1' cPvc
oxE Holf sInAP - r-r/a' cPltc
oxE Hou srRAP - 1-1/2' CFI,C
oxE Holf sttAP - 2' cFvc
Slde Beam Brackd
Used as an economical non-tapped structural attachment
fastened to lhe wall or the sicte of a joist to secure a ha nger rod .
FONVTruIIHn[ADK)D
ron l/a Arl ntEAD noo
Sbd Tappod Side Beam Connector
Easy to install pre-tapped bracket used to support hangers
from steel or wood beams. Can be used wath concrete shot
type inserts. UL Listed.
3/8' IHNEAD
I/2' IHRIAD
Beam Glampo - RacrslHe
Use for hanging from either the top or the bottom of metal
beams, pudins, channel, or angle iron.
3/!'IHnfAD - 3/.- XOUIH
3/t'mtc^D - r-tli3' ltouur/2' nf,AD -3la- HOU|H
Retaining Strap
Used with 1300 and t310 beam clamps to offer a more
secure fastening of the clamp to the beam when there is a
danger of movement UL Listed.
3/8' HOU X a'
tr8'Hou x 6'
3/8'IOU X 8'
3/A'HOU X rr
3/8- HOU X rr
3/8'HOU - t/2- X6' nflno
3n'EO|I-rl2'X 8- tflrotn' EolI - rl2' x r(r tEno
r(x)
t@
l(xl
tm
rqt
't{p
t(It
't@
1m
1(D
1(p
1m
t(p
10
t{Il
1(I,
1@
rqt
1q,
1@lqt
ltxt
to
50
1(n
r00
l(p
tq,
r(x'
t@
t(x,
t@to
576010
576011
576030
576031
576{t32
5?6033
576034
576050
5?6051
576052
576053
5?605a
5760G0
5760G1
570062
5?60G1
576064
516091
576(R2
576110
5t61rr
5t6112
576130
57615r
576131
576171
576172
576173
57617a
576175
576182
57618:t
576't 8a
513
513
513
513
513
. S|?dlrotAr*y Fbr m.'ior h,o{lucl3 To Th. trd..
404
Q(o'0(Op& =>o
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D0l-0045
Job Address: 1309 ELKHORN DR VAIL Status . . . : ISSUED
Location.......: VAIL BUS BARN Applied. . : 09/25/2001
ParcelNo....: 210109200001 lssued...: 10/01/2001
ProjectNo. : ?? Expires . . .: 0313012002
\Df ->A-{-''l-
olnNER ALiSTATE TNSIIRANCE co o9/2s/2001- phone:
3 RESOI'RCE SQUARE
10815 DAVID TAYI-,OR DR
CTIARI-,OTTE NC 28262
License:
CONTRACTOR STARK ROOFING & SIIEET METAL 09/25/200L Phone: 970-945-5238
P. O. BOX 2082
GI-,EI{WOOD SPRINGS, CO
8L602
License:107-S
APPLICAI{I STARK ROOFING & SHEET METAL 0g/25/200L Phone: 970-945-5238
P. O. BOX 2092
GI,EiIWOOD SPRINGS, CO
816 02
I-,icenEe: 107-S
Desciption:
INSTALL PROTECTING BOARD AND SINGLE PLU MEMBRANE RE.ROOF
Occupancy:
Tlpe Construction:
Type Occupancy: ??
'-L,-n'\ U' L\"'* \:i, /\
T t ':-. k-''
DEPARTMENT OF COMMUNITY DEVELOPMENT t-6,^-G4.1..'&,-"---TOWN OF VAIL
75 S,FRONTAGEROAD
VAIL. CO 81657
970-479-2138
Valuation: $92.000.00
Fireplace Informalion: Re$dcled:# ofGas Appliances: 0
Building---> 9700 . 00 Restuararn Plan Rwiew->
Plan Check-> S455.oo DRB Fee----------> Sloo.oo Additional Fees-----> 91.258'00)
Add Sq Ft: 0
# ofGas l,ogs: O # of Wood Pellet 0
FEE SUMMARY 'tttrratatt**)ar** **t'*'l*:l:l:l:i*'|*rtrtttrtrrll'tl***'rt*rrr*ittr
So. oo Total Calculated Fees-> 51,258. o0
w-090
so. 00
s0.00
s0.00
Investigalion->
will call->
50.00 RecrealionFee------>
g3. oo Clean-up Deposit----->
90. oo Total Permit Fee----->
50.00 Payments-------'>
TOTAL FEES------> 51,258.00 BALANCE DUE------->
Approvals:Itdm: 05100 BUILDING DEPARTMEMT
L0/0L/2OOL DF Action: AP
Item: 05400 PLANNING DEP.nRTMElin
LO/0L/200L ao Action: AP
Iten: 05500 FIRE DEPARrMm{T
Item: 05500 PITBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full tle information required, completed an accurate plot plan, and
state that all the information as required is conect. I agree io comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this sfruchre according to the towns zoning and subdivision codes, design review approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS }1)R INSPBCTION SHALL BE MADE TWENTY.FOUR HOI,'RS IN ANCE BY TELEPHONE AT 479.2138 OR AT OFFICE FROM 8:00 AM - 5 PM.
Send Clctn-up Dcpodt Tor NiA
GNATT]RE OF OWNER OR CONTRACTOR FOR ANDOWNE
e >afiE;shae@,
,
OR UNSIGNED
Project #:
Building Permit #:
970-479-2149 (Inr
75 S. Frontage Rd.
Vail, Colorado 81657
Separate Permits are required for electrical, plumbing,
CONTRACTOR INFORMATION
General Contractor:'l-own of Vail Reg. No.:le#q(eg.
COMPLETE VALUATIONS FOR
**************************************FCIR OFFICE USE ONLY**************************************
of Construction:
BUILDING PERMIT (Labor & Materials
BUILDING: $ELECTRICAL: $OT!ER-$
PLUMBING: $MECIIANICAL: $4ornt'$ \ qil ,M.d),-,
For Parcel # Contact Assessots Ofllce at 97O-328-8640 or visit ffi
Parcel #
(appliibtiod will notbe acbpted without parcet number) 2 t Of - O? Z -&Xh /
rob Name: '/ntt E or i/fu,,r)Job Addless:/3o f: f t(thtztc/ D/1
Legal Description ll Lot: ll Block: ll rit:ng:
Owners N"^.,C t -/_, / /_ ( ft; I Addrq;s:
Architect/Desig n r, lK t 5,7., /l .Address:
Engineer: U Address:Phone:
""'"*i"*2?f *"'n-;47gt*1o /zt7/tn !.n*ot Y/s",P1ir{
Work Cllss: New ( ) Addition ( )Remodel ( )
Work Type: Interior ( ) Exterior (N) Bcth ( )Does an EHU exist at this location: Yes ( ) NolU
Typeof Bldg.: Single-family( ) Two-family( ) lriulti-family( ) Commercial $rd Restaurant( ) Other( )
No. of Acconvnodation Units in this building:
xqllype of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) Wood/pellet ( ) Wood Burninq (
No/Tvpe of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (y) No ( )Does a Fire Sprinkler System Exist: yes ( ) No (
F:/everyone/forms/bldgperm
TOnrvm
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tell 970.479.2L39 f ax: 970.479.2452
web: www.ci.vail.co. us
DRB Number: DRB010328Project Name: Town of Vail Bus Barn
Proiect Description:
Re-roof
Participants:
OWNER ALLSTATE INSUMNCE CO 10/02/2001 Phone:
3 RESOURCE SQUARE
10815 DAVID TAYLOR DR
CHARLOTTE NC 28262
License:
APPUCANT TownOfVail 10/02/2001 Phone:
License:
Project Address: 1309 ELKHORN DR VAIL Locauon:
Legal DescripUon: Lot: Blodc Subdivision: VAIL VILI-AGE 8TH. RUNG
Parcel Number: 210109200001
Commentsr
BOARD/STAFF ACTION
Motion By: Hans Woldrich Action: APPROVED
Second By: Charles Acevedo
Vote: 3-0 Date of Approvalz L0l02l2OOL
Conditions:
Cond: I
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005036
Color must be "cool black" or dark grey to be reviewed by staff
Ptanner: Allison Ochs DRB Fee Paid: $O.OO
%un
DESIGN REVIEW BOARD AGENDA
Wednesday, September 19, 2001
3:00 P.M.
PUBLIC MEETING RESULTS
PUBLIC WELCOME
PROJECT ORIENTATION, LUNCH - Community Development Department
MEMBERS PRESENT
BillPierce
Hans Woldrich
Charles Acevedo
SITE VISITS
MEMBERS ABSENT
Clark Britiain
Andy Blumetii
12:00 pm
2:00 pm
Driver:
1. Thomson residence - 3897 A Lupine Drive2. Aiello Children's Trust - 2670 Bald Mountain Road3. Town of Vail Bus Bam - 1329 Elkhorn Drive4. Ford Park - 841 Vail Valley Drive5. West Vail Mall -2171 N. Frontage Road6. Langmaid/Casabonne residence - 2953 Bellflower
Allison
PUBLIC HEARING . TOWN COUNCIL CHAMBERS 3:OO PM
1. West Vail Mall - Final review of exlerior modifications. Brent
2171 N. Frontage Road/Lot 2, Vail das Schone Filing 3.
Applicant Gart Properties, represented by Victor Mark Donaldson Architect.
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 3 CONDITIONS:
1. Additional landscaping will be added in accordance with the revised site plan
submitied at the DRB hearing.2. Tree height (on the north side of the building) will exceed the street level along
Chamonix Lane by at least 6-8'to ensure effective screening.
3. Tree sizes will vary accordinglY:
Evergreens - 113 at 6-8', 1/3 at 8-1 0', 1 13 at 10'12'
Deciduous - % al2" caliper or grealer, % al3' caliper or greater
2. Langmaid/Casabonne residence - Final review of proposed roof. Bill
2953 Bellflower/Lot 5, Block 6, Inlermountain
Applicant Kim Langmaid/Peter Casabonne
MOTION: Charles Acevedo SECOND: Hans Woldrich VOTE: 3-0
APPROVED
3. Thomson residence - Final review of proposed addition.
3897 A Lupine Drive/Lot 4, Block 1, Bighom 1r Addition.
Applicant: David & Sarah Thomson, represented by Pat Walsh, VAG, Inc.
MOTION: Charlie Acevedo SECOND: Hans Woldrich VOTE: 3-0
Bitl
APPROVED WITH 2 CONDITIONS:
1. That it meet all Town Code provisions.
2. That the metal railing be black.
4. Taylor/Dorrance residence - Final review of proposed waterline location & Allison
tree removal.
107 & 97 Rockledge Road/Lot 4 & Lot 3, Block 7, Vail Village 1d Filing.
Applicant: Jay Peterson
MOTION: Bill Pierce SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH TWO CONDITIONS:
1. That it be approved as submitted, or can do 5 spruce, 14'-16' & 1 spruce 30'with
locations io be determined by the Taylors.
2. That no permits shall be issued for 7 days.
5. Aiello Children's Trust - Final review of exterior changes to an exisling residence. George
2670 Bald Mountain Road/Lot 29, Block 2, Vail Village 13'h.
Applicant: Aiello Children's Trusl, represented by Pinyon Builders
MOTION: Charles Acevedo SECOND: Hans Woldrich VOTE: 3-0
APPROVED WTH 1 GONDITION:
1. That it be per the meeling with the contractor.
6. Pitkin Creek Park - Proposed awnings for Sims MarkeUSpikes Liquors and
Gore Creek Properties. Allison
3971 Bighom Rd./Pitkin Creek Park
Applicant: Mnce Skarajunsky, Tim Parker, and Craig and Judy Sim
MOTION: Charles Acevedo SECOND: Hans Woldrich VOTE: 3-0
APPROVED WITH 4 CONDITIONS:
1. That the windows be the same size & frames shall match windows of commercial
level.2. That the awning over Gore Creek Properties be L-shaped.
3. That the East Vail Market sign be reviewed by staff.
4. That the color is approved as submitted.
7. Ford Park - Revised Ford Park trash enclosure design. George
841 Vail Valley Drive/Ford Park.
Applicant: Town of Vail
MOTION: Charles Acevedo SECOND: Hans Woldrich VOTE: 3-0
APPROVED WTH 2 GONDITIONS;
1. That the garage door be painted to match the body of the building.
2
2. That the thickness of the fascia board be increased.
8. Town of Vail Public Works Bus Barn - Final review of proposed roofing material Allison
1329 ElkHom Dr. / Unplatted
Applicant: Town of Vail
MOTION: Hans Woldrich SECOND: Charles Acevedo VOTE: 3-0
APPROVED WITH 1 GONDITION:
1. That the color be "cool black" or dark grey to be reviewed by staff.
Staff Approvals
Nutt residence - New deck. Allison
1855 Sunburst Drive/Lot 64, Vail Valley 3d Filing.
Applicant: William J. Nutt
Schleicher-Rengier/Hatch residence - Replace 2 doors and 2 windows, same for same. Judy
3921 Bighom Rd, 2GlPilkin Creek Park Condos.
Applicant RandallM.Hatch
Alexander residence - Interior addition of loft. Ann
68 E. Meadow Drive, #1O9/Block 5D, Village Inn Plaza.
Applicant: Judy Alexander
Bridges residence - Re-roof, same for same. . Judy
2460 Bald Mountain Road/Lot 20, Block 1, Vail Village 13th Filing.
Applicant: Plowden C. Bridges
Schmidt residence - Relocation of sewer line. Ann
401 Beaver Dam Circle/Lot 2, Block 4, Vail Village 13th Filing.
Applicant: Carol Woods Schmidt
Mereles/Firman residence - Replace asphalt driveway with pavers. Brent
1984 Sunburst Drive/Lot 20-A, Vail Valley 3' Filing.
Applicant: Ruben Mereles
B&C Properties LLC - Replace 2 exterior doors with windows and window addition. George
380 E. Lionshead Circle/Lot 7, Lodge at Lionshead.
Applicant: B&C Properties LLC
Scott residence - Re-roof. George
1151 Sandstone Drive/Loi A-7, Block 2, Casolar Vail.
Applicant: George & Cynthia Scott
Sitzmark Lodge - Screening of meters. Brent
183 Gore Creek Drive/Lot A, Block 58, Vail Village Filing 1.
Applicant: Sitzmark at Vail, Inc.
Millrace Condos - Exterior stonework & repaint. Ann
1320 Westhaven Drive/Cascade Village Area B.
Applicant: MillraceCondominiumAssociation
BirlParks residence - Tree removal/replacement.
1806 Gore Creek Drive/Lot 34, Vail Village West Filing 1.Applicant M.B. Parks
Old Gondola Building - New sliding glass lobby entry doors. Brent
600 E. Lionshead Circle/Lot 4, Block 1, Vail Lionshead Filing 1.
Applicant: Vail Corp
Casa Del Sol Condos - New stone address entrance sign. Brent
2055 S. Frontage Rd. WesVCasa Del Sol Condos.
Applicant: Casa Del Sol Homeownefs Association
Mclnlyre residence - New chimney cap and flue sunound. Ann
1191 Homsilver Circle/Lot 3, Block 2, Vail Valley 1d Filing.
Applicant Mclntyre Vail Trust
Croteau residence - Increase patio wall height. Allison
400 E. Meadow Drive/Tyrolean Condos.
Applicant: Alexander Family Trust
JVB Properlies - Vail LLC - Driveway removal and replace. George
45 Forest Road/Lot 33, Block 7, Vail Village 1'Filing.
Applicant: JVB Properties - Vail LLC
The applications and information about the proposals are available for public inspeclion during
regular office hours in the project planne/s office, located at the Town of Vail Community
Development Department, 75 South Frontage Road. 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.
4
q'r'tz3 If;;f '?'
TOI,l,hI
Aprplication for Design Review
Departnent of Community Developmert
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 970.479.2452
web: www.ci.vail.co.us
General Information;
This application is br any project requiring Design Review approval. Any project requiring design review must
receive approval prior to subrnitting a buikling permit application. Please refer b the submittal requirements fur theparticuhr appwal that is requesbd. r',n application for Design RE iew cannot be accepted until all required
information is received by the Community D€velopment Departnent. The project may also need to be rwiewed by
the Town Council and/or the Planning an(l Environmen[al Commission. Desiln Review Board approval lapsei
unless a building permit is issued and construction commences within one year of the approval.
Description of the Request:,//2 -t7?//,/ a t/ 2 -ftruarr; ,4./ att',
Location of the Proposal:Lot:__Block:_ Subdivision :
Physical Address:5/t.4rr't Ar/e:e ? rtt/ &/c . o u4
@l"2/C/@2re7 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
{f owner(s) Sisnature(s):
Name of Applicant:
Mailing Addressl
Type of Review and Fee:
E New C-onstruction! Addition
$+rinorntera,on L) lA,
D Changes to Approved Plans $20
Name(s) of Owner(s):
Maif ing Addressl 7a4./', al t //.a
'//ue kt * y't
iety'.or/r/ra trra'i ty'itt.t;
!<'tur.,/.:,E// /*'t.,,
a/A phone: 'P"b - {72, 2/7a
|,.I l.\ 1,.I t tt 1..'
For construction of a new building or demo/rebuild.
For an addition where square botage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvernents, such as,
reroofing, painting, window additions, landscaping, ftnces and
retaining walls, etc.
For revisions to plans already approved by Planning Staff or the
Design Rer/iew Board
-t ),,(
$200
$s0
$20
t( r\- t
PLEASE SUBMIT TH IS APPUCATION, ALL SUB MTTTAL REQUIREM ETITS
AND THE FEE TO NJE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VAIL, COLOMDO 81657.
J r?fibL/-L'.-/&oo . Tfzf , 2/2f P4, t
Questions? Call the Planning Staff at 479-2138
MINOR EXTERIOR ALTERATIONS
TO BUILDINGS AND SITE IMPROVEMENTS
SU BMITTAL REQUIREM ENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site improvements.
Proposals to add landscaping do not require DRB approval unless they involve the addition of patios, water
features, grading, or the addition of retaining walls.
I. SUBMITTAL REOUIREMENTS
o Stamped topographic survey*, if applicableo Photos or plans which clearly convey existing conditions*a Photos or plans which clearly convey the proposed building or site alteration(s)*o All relevant specifications for the proposal including colors and materials to be used.o Lighting Plan* and Cut-sheet(s) for proposed fixtures, if applicableB Written approval from a ccndominium association or joint owner, if applicableo The Administrator and/ol DRB mav reouire the submission of additional olans. drawinos.
soecifications. samoles ancl other materials (including a model) if deemed necessary to determine
whether a project will com rly with Design Guidelines or if the intent of the proposal is not clearly
indicated.
Please submit three (3) copies of the materials noted with an asterisk (*),
II, REPAINT PROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
tr Color chip or color sample including the manufacturer name and color number(s)s Architectural elevation draivings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trinr, doors, fascia, soffits, etc.) The following is an example:
Buildino Materials
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Ughting
Other
Notes:
UST OF PROPOSED MATERHIS
Tvoe of Material
14;&ua"s E 'd
Color
t4/bl
Please speciff the manufacturerb color and number and attach a color chip.
All exterior lightng must meet the Town5 regulations regarding lighting (see Title 14 - Development
Standards). If exterior lighUng is proposed, please. indicate the number of fixtures and locations on a
separate lighting plan. Identiff each fxture type and provide the height above grade, lumens output,
luminous area, and attach a cut sheet of the light fixtures.
PROPOSED I.ANDSCAPING
Botanical l{ame Common Name Ouantitv Size
PROPOSED TREES
AND SHRUBS
EfiSTING TREES
TO BE REMOVED
Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Tvoe Souare Footaoe
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please speciff other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
o
UTIUTY LOCATION VERIFICATION
This form is b veriry service availability and location for new construction and should be used in
conjunction with preparing pur utility plan and scheduling installations. The location and availability of
utilities, whether they are main trunk lines or proposed lines, must be approved and verified by the
following utilities for the accompanying site plan.
Authorized Sionature Date
QWESr
970.384.0238 (tel)
970.38a.0257 (fax)
Contact: Jason Sharp
PUBUC SERVICE HIGH PRESSURE GAS
970.468.2528 (tel)
Contact: Bruce Miller
HOLY CROSS ELECTRIC ASSOC.
970.99.5892 (tel)
970.99.4565 (fax)
Conbact: Ted Husky
D(CEL ENERGY
303.t1.7518 (tel)
303,571.7877 (fax)
Contact: Paul Kellogg
EAGLE RIVER WATER & SANTATION
DISTRICTX
970.476.7480 (tel)
970.a76.4089 (fax)
Contact: Fred Haslee
AT&T BROADBAND
970.9i9.1221x 112 (tel)
970.9a9.9138 (fax)
Contact: Floyd Salazar
*Please provide a site plan, floor plan, and elevations when obtaining approval from the Eagle River Water
& Sanitation District. Fire flow needs must be addressed.
NOTES:
1, If the utility verification form has signatures from each of the utility companies, and no commenb
are made direcdy on the form, the Town will presume that there are no problems and the
development can proceed.
2, If a utility company has concerns with the proposed construction, the utility representative shall
note directly on the utility verification form that there is a problem which needs to be resofued.
The issue should then be detaiEd in an attached letter to the Town of Vail. Howsrer, please keep
in mind that it is the responsibility of the utility company and the applicant to resolve identified
problems.
3. These verifications do not relieve the conkactor of the responsibility to obtain a Public Way Permit
from the Department of Public Works at the Town of Vail. Utilitv locations must be obtained before
diooino in any public right-of-way or easement within the Town of Vail. A buildino oermit is not a
Public Wav oermit and must be obtained separatelv,
NOTES TO ALt APPUCAilTS
Pre-aoolication Meetino
A pre-application meeting with Town of Vail staff is encouraged. The purpose of a pre-application
meeting is to identiry any critical issues pertaining to the applicant's proposal and to determine the
appropriate development rE/iew process for an application. In many cases, the pre-applicauon meeting
helps to expedite the development review process as critical issues are identified and dealt with in thi
preliminary stages. A pre-application meeting may be scheduled by contacting Judy Rodriguez at
97 0.479.2L28 or irsdri{Ucz@elyad.g),lJs
Time Reouirements
The Design Review Board meeB on the 1st and 3rd Wednesdap of each month, A complete application
form and all accompanying material must be accepted by the Community Development Department prior
to application deadlines, A schedule of DRB meetings and associated application deadlines may be found
on the World Wide Web at htto://ci.vail.co,us/commdev/olannino/drblmeetings/default.htm For a new
residential development, the application deadline is typically 3.5 weeks prior to a Design Re/iew Board
hearing.
Review Criteria
The proposal will be reviewed for compliance with the Design Guidelines as set forth in TiUe 12, Chapter
11 (Design Review) and TiUe 14 (Development Standards) of the Municipal Code.
Reouirements for orooerties located in hazard areas
If a property is located in or a$acent to a mapped hazard area (i.e, snow avalanche, rocKall, debris flow,
floodplain, wetland, poor soils, etc.), the Community Development Department may require a site-specific
geological investigation. If a site-specific aeological investigation determines that the subject property is
located in a geologically sensitjve area, the property owner(s) must sign an affidavit recognizing the
hazard report prior to the issuance of a building permit. Applicanb are strongly encouraged to consult
with Community Development staff prior to submitting a DRB application to determine the relationship of
the property to all mapped hazards.
Reouired Plan Sheet Format
For all survep, site plans, landscape plans and other site improvement plans, all of the following must be
shown.
1, Plan sheet size must be 24'l 36", For large projects, larger plan size may be allowed.
2. Scale. The minimum scale is 1"=20'. All plans must be at the same scale.
3. Graphic bar scale.4. North arrow,
5. Tite block, project name, project address and legal d€cription.
6. Indication of plan preparer, address and phone number.
7. Dates of original plan preparation and all revision dates.L Vicinity map or location map at a scale of 1"=1,000' or larger.
9. Sheet labels and numbers.
10. A border with a minimum left side margin of 1.5".
11. Names ofalladjacent roadways.
12, Plan legend.
Desion Review Board Meetino Reouirenrents
For new construction and additions, the applicant must sbke and tape the project site b indicateproqerty lines, proposed buildings and building corners. All trees to be renpved must be taped. ih;
applicant must ensure that staking done during the winter is not buried by srow. All site tapings and
staking must be completed prior to the day of the DRB meeting.
Applicants who fail b appear before the Design Review Board on their scheduled meeung date and who
have not asked in advance that discussion on their item be postponed, will have their-items removed
from the DRB agenda until such time as the item has been republished.
If the DRB approves the applicaUon with conditions or rnodifications, all condiUons of approval must be
resolved prior to the issuance of a building permit.
Staff Aooroval
The Administrator (a member of the planning staff) may rsriew and approve Design Review applications,
approve with certain modifications, deny the application, or refer the applicaUon to the Design Rs/iew
Board for a decision. All staff approvals are reviewed by the Design Reyiew Board and any staff decision
is subjectb final approval bythe DRB.
Additional Review and Fees
If this application requires a separate review by any local, state or Fedenl agency other than the Town of
Vail, the application fee shall be increased by $200.Ct0. bomples of such review, may include, but are
not limited to: Colorado Department of Highway Access Permi6, Army Corps of Engineers 404. etc.
The applicant shall be responsible for paying any publishing fees in excess of 50o/o of the application fee.
If, at the applicant's request, any matter is pctponed for hearing, causing the matter to be re.published,
then the entire Fee for such re-publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have design, land use or other
issues, which may have a significant impact on the community, may require review by external
consultants in addition to Town staff. Should a determination be made by Town staff that an external
consultant is needed, the Community Development Department may hire the consultanL The
Department shall estimate the anpunt of money necessary to pay the consultant and this amount shall
be forwarded to the Town by the applicant at the time of filing an application. The applicant shall pay
o(penses incurred by the Town in o<cess of the anpunt fonrvarded by the application to the Town within
30 days of noUfication bV the Town. Any orcecs funds will be returned to the applicant upon reMew
completion.
,I
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I, (print name) , a joint owner of property located at (address/legal
description)
provide this letbr as written approval of the plans dated
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications nny be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
which have
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 8t657
970-479-2138
NOTE: THIS PERMI.I MUST BE POS1 ED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT Permit #: 899-0128
Job Address: 1309 VAIL VALLEY DR VAIL Status . . . : FINAL
Location.......: 1289 ELKHORN DR (TOV SHOPS) Applied . . : 0512411999
Parcel No....: 210109200001 Issued...: 05124/1999
ProjectNo. : Expires...: 0111712001
APPT,ICANT TowN oF VAIL 05/24/L999 Phonez 97o-479-27oo
75 S FRONTAGE RD
VAIIJ, CO
a7-657
License: 463-8 AIso is CONIRACTOR
owNER Al-,r,sTATE TNSURANCE CO 05/24/1999 Phone:
* TOWN OF VATI,
ALL,STATE PI-,AZA
NORTHBROOK II-, 60052
License:
CONTRACToR TowN oF vAIr., 05/24/1999 Phonet 97o-479-2t00
75 S FRONTAGE RD
VAIL,' CO
8155 7
License: 463-8 AIso is Applicant
Tov tApr'o
DEPARTMENT OF COMMUNIry DEVELOPMENT
Desciption:
BUILD A TOOL ROOM
Occupancy:
TypeConshuction: V IHR
Type Occupancy: 2?
Valuation: $500.00
Fireplace Information: Restricted:# of Cas Appliances: 0
Building--->
Plan Check-->
Investigation->
will Call--->
$20.00 R€stuarant Plan Review-->
S13 . 00 DRB Fee----------------->
S0.00 ReffeationFee----------->
93.00 Clean-upDeposir------>
TOTAL FEES-.--._->
Add Sq Ft: 0
# ofGas Logs: 0 # of Wood Pellet: 0
FEE SUMMARY .'* r * *'r. *,r *:l * * +,r*,**
$0. oo TolalCalculat€d Fees'->$s6. 00
S2o. oo Additional Fees-------> ($55.00)
9o . oo Tolal Perm t Fee-------> So. oo
So. oo PqT nents---'-'------->
$s6. oo BALANCE DUE----->
$0. 00
s0. 00
Approvals:Itern: 05100 BUILDING DEPARTMSNI
os/24/L999 rRNl
ftem: 05400 PLJANNING DEPARTMENT
05/24/1999 JRNI
Item: 05600 FIRE DEPARTMENT
05/24/L999 JRM
Item: 05500 PIIBI-,IC WORKS
Action: APPR APPROVED iIRM
Action: APPR N/A
Action: APPR N/A
' os/24l1999.rRl.r Action: APPR N/A
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM t:OO AM - 5 PM.
Send Clean-up Deposit To:
SICNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF
PACE 2
{t *'t *'i'1.'1.,*'}***** ***,}* *'}!* *{.,1.*,t* * **'t +* **:1.**,lr:ti * * 'l * * * ** * * * * * * * * * ** 'l' ** *{' * ** ** '* ******* ** * +* ** * ****,t*'t **'f *****1.,f *
CONDITIONS OF APPROVAL
Permit #: 899-0128 as of 0l-23-2001 Status: FINAL
:t*:|,*i(,i*,t'+***+'i******!t.'*'|.***'t'!t,|.*********,|.*:}*:t.**.t.,}{.,t*'.**.|.**'f*****'t.*'t*l|.+'r{.*!|.**,|.*
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 05/24/1999
Applicant: TOWN OF VAIL lssued: 05/24/1999
970-479-2100 To Expire: 0lll7/2001
Job Address: 1309 VAIL VALLEY DR VAIL
Location: 1289 ELKHORN DR (TOV SHOPS)
ParcelNo: 210109200001
Description:
BUILD A TOOL ROOM
Conditions:
Cond: I
FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
Cond: 12
FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
t-
oo
Ret[Jertod hspe.t Dilel' As*krpd To:
lnsDecthn Tnra:
hcmctlonAirba:
Sfre Addrsss:
Wodrosdry. Jilury 1l,2wl
coAvts
BLDG
GG
'309
VAIL VATLEY OR VAIL
t28S ELKHORN DR (TOV SHOPSI
s|$ Tlpe ACOM Satus:
Usg: V 1HR hsD ATGA.
Phon€: 97G47sL2100
Phor'€: 97tr47$2100
A/P/D lnfurrrdion
Activitv E9$0128 Troc: A-COMMConi Typa: Occr.paibr
Paiccl: 21010920fl)01
ADPiCANI: TOWN OF VAIL
Coitraulor. Tov/t'l OF vAtL
O*ncr: ALLSTATE INSURANCE CO
Dcsc{iption: BUILD A TOOL ROOM
Rc(nrostad trsooqlhnl3l
It.m: Sl BLO&Fhal
Rcqr.estor: TOWN OFVAIL
AsgonedTo: CDAVIS- Ac'tion:
I.SSIJED
Ro(nros{ed Tfne:- Phone:
Erterod By:
08:00 AM
97Q-47*21(n
LCAMPBELL K
Thnc Exp:
kroec(on Hhtorv
Itcm: 30 BLDGFramino (ODtionaD
$rtr2lttg- Insocdor:'CD
Conymrts: APPROVEO
* Approwd *.-
Adion:APPR APPROVED
APPR APPROVED
Itcrn: 60 BLDG Shc€trock Nail (Oetionsll * ADDrowd "
1 1/11199 Insrteclor: CD' Action:
COTTMGNTS: APPROVEDItcm: 70 ELDGMlsc. (Optional)
Itcm: 90 BLDG;Finar (Rd$rcdi
{w
Jrrb t^rur\c sO 'r au]laL
Phone:
Phone:
iIOBSITE AT ALI., TIMES
Permit #: 899-0128
co 81657
PI,AZA, NORTIIBROOK IL
DEPART!4ENT OF COMMUNTTY DEVELOPI{ENT
NOTE: TIIIS PERMIT MUST BE POSTED ON
ADD/ALT COMM BUII,D PERI'IT
ilob Address: 1309 VAIL VALIJEY DR Status. .
LocaLion. ..: L289 ELKIIORN DR (TOV SHOPApplied-
Parcel No..: 2L0L-092-00-001 rssued..Project No.: PRJ99-0149 E:qlires.
970-479-2r.00
970-479-21-00
ISSUED
0s/24/Leeg
05/24/Leeg
LL/20 /L9e9
TOWN OF VATL
75 S. FRONTAGE ROADvArL, co 81557
970-479-2L38
OWNER
Description:
BUTLD A TOOI. ROOM
Occupancy:Tlpe Const,mcE,ion: v 1HR
T149e Occupancy:
Valuation:
FLr€plac€ Inforoation: ResLrLcg€d:
APPLICANT TOWN OF VAII,
75 S FRONTAGE RD, VAIL, CO 81657
CONTRA TOR TOWN OF VAIL
75 S FRONTAGB RD, VArL,
ALLSTATE INSI'RANCE CO
T TOWN OF VAIL, ALLSTATE 50062
Not, in table !
s00
l*Of gas A!4)1ianc6.:
Add Sq Ft:
l+of oa6 lrogs:#Of wood/Pallet:
PEB SUIIIARY
BuiLaing- - -- ->
Pl.n c'h.ck- - ->
Inv.atsiga!ion>
vlill call- - -- >
20 .00
13.OO
3.00
20. oo
.00 .00
.00
. o0
Resluarants Plan R6vicr-- >
DRB F6e--------
Rectcation F..-- - ------ ->
Total calculaled Fccs--- - > 56.00
Adaitionrl Fe.s---------> -56.00
Cleen-Up Depo.iL--------> .OO
toTll PEES- -- - -
Totel Pertnits F..-------->
Pal|n€ntg-------
BAI.A}fCE DI'E-. --s6.oo
Item: 0510005/24/L999Item: 05400os/24/L999rLem: 055000s/24/L999Item:05500
BUITDING DBPARII,IENTiIRM Act,ion: APPRPIJANNING DEPARTIT{ENTi]RM AcLion: APPRFIRE DEPARTMENTJRM AcIion: APPRPI]BLIC WORKS
Dept: BUILDING Division:
iIR}T
DepC : PT,ANNING Divisj-on:
Dept: FIRE Division:
Depr: PI'B WORK Division:
APPROVED
N/A
N/A
N/Aos/24/L999 JRM Action: APPR
See Page 2 of Ehis Document for any conditions chat may apply to this permit.
DECLARA:TIONS
I hercby .cknorledg€ that I have read tshis applicaCion, fillcd out in full gho infonatsiolr required, coutllotod .n accurats. plo!
plan, and 6tsat. tshat all the infon tion provided a6 lequired iE corr6cE. I agroc to conpfy yith Lhe iafor[at'ion and pIoE plan,
to c@trly rith aLL Tovn ordLnancco elrd 6talr lars, and to build thi6 6tructsur6 according !o thE Town,6 zoning and subdivigion
codes, design rcviey approvGd, Unifolu BuildinE Code and och6r ordinaDc.s of tshe Tor.n applicable Eh6rcto.
REQSEI'TS FOR INSPBCTIONA AHAITL BE IIADE T1{EIIT:a-FOUR HOURS IN AD\IANCE BY TBLBPHOICE AT a79-2134 OR AT OlrR oFFIeE FROtil a:OO AU 5:OO PU
I ^ r,a
v.. -t_.a y yJF._ .-
glnd cl6.n-Up D€poeit To: sroNATuRE oF\o9{NER oR coNTRAeIoR FOR H:UgaLf AND oWNEn
**************************************:l******************************:l**:l*:r*****
COIIDITIONSPermit #: 899-0128 as of 05/24/99 SEatus: ISSIIED
**********:r***:l!t**********:l*:l***************************************************
'Pennit !)pe: ADD/AL,T COMM BUfLD PERIIfT Applied: 05/24/L999Applicant: TOIrtlt oF vAfL Issued: OS/24/L999970-4?9-2L00 To E:qrire z LL/20/L999
ilob Address:Location: 1289 ETKIIORN DR (TOV SHOPS)Parcel No: 21 01-092-00-001
DescripLion:
BUTIJD A TOOL ROOII,I
Conditions:1. FIRE DEPARll,tEt{T APPROVAL, rS REQUIRED BEFORE At\Ty WORK erN BE
STARTED.2. FIBLD INSPEqTTONS ARE REQUIRED TO CHECK FOR CODE COMPTJTANCB.
TOWN OF VAII-,
75 S. FROMTAGE ROAD
VAIL, CO 8L657
970-479-2L38
APPLICANT
CONTRAqTOR
OWNER
Electrlcal - - ->
DRB F6c
Inv€stigation>
will call---->
TOIAI, FEBS--->
.fob Address: L309 vAfL, VALLEY DR
LOCAI,iON. . .: L289 ELIGIORN DR (TOV
Parcel No-. : 2LO1--092-00-001Project No. : PFu99-01_49
DEPARTMENT OF COMMI]NITY DEVELOPMEI{:T
NOTE:THTS PERMIT MUST BE POSTED ON .JOBSTTE AT AtL TIMES
ELECTRICAT PERMIT Permit #: E99-0080
TOV{N OF VAIL
75 S FRONTAGE RD, VArL,
TOWN OF VATL
75 S FRONTAGE RD, VAII,
ALLSTATE INSIJRANG COI TOWN OF VAIL, ALLSTATE
co 8r_657
co 816s7
PI,AZA, NORTHBROOK
Phone: 970 -479-2!40
Phone z 970-479-2tOO
rt 60062
ValuaEion:
SEatus..
SHOPApplied.
Issued. .
E)q)j-res.
ISSI]ED
0s/24/1999
0s/24/L99e
L1,/20 /L999
s00.00Descrj-ption: ETECIRIC FOR TOOL ROOM
.***rr{***r*rrt*tf *arr**r*r*trrr**r*rtrt*rrrr FEE st li{HARy
50.00
.00
.00
3 .00
53 .00
53 .00
.00
Total, calculat.d Fe€s--->
Addicional Pcer-------- ->
Total Penit F.e-------->
BAIANCE DI'E- - -.. o0
* a r r r t 'i * a t * *|,rt
IEem: 06000 EL,ECIRICAI DEPARTI,IENT DepE: BUILDING Division:O5/24/L999 ,JRNI ACTiON: APPR APPROVED .]RM-Itqm: .05600 FIRE DEPARTMENT DepL: FIRE Division:o5/24/L999 JRM Action: AppR N/A
tt**tt*:lr*itr** t*tt.r**ti***t*
CONDITION OF APPROVAT
1 . FIELD TNSPECTTONS ARB REQUTRED TO C]IECK FOR CODE COMPLIATiTCE.
DECI,ARATIONS
I hereby acknovledgo that I have read thj.e application, fiIled oue in futl the infornation requj.red, corq)lcted an accuraEe plots
plah, and scata thaL a1l ghe infornati,on provided ae rcquired ie correct - I agree to conply lrith thc inforEaEion and plot plan,
t'o comPly t{ith all Tosn ordinancea and 6tate lawo, add bo build this 6Lt uccure according tso the To$a's zooing and subdiwision
codea, desigt rewiaw approwed, UniforD Building cod6 arld othcr ordinances of lhc To$n applicabLe tsheleto.
REQITESTS POR INSPEC?IoNS SIIAIIJ BE MADE T!|ENTY-FoI'R HolrRS IN ADIIANCB BJ TEIJEPHONE AT 479-213S OR AT OUR OFFICE FROII g:00 Alt 5:oo Plt
l /"\@'4 L\,4'...V
srcNAr{rRE oF oriNER on comne6i-i6iTilIEii-ffi-ffi8
rowN oF vArLGNsrRUcrroN
'ERM,,
ori,.AroN F.RM
INF'OR]VIATION MUST BE COMPI,ETI, OR THE APPLICATION WILL BE REJECTT,I)
Contact the Eagle County Assessorspfl?ce at 970-32&8640 for Parcel #fAT?f - OtVr1---iiut -o? z -eo -6o /
Permit #
Building (r)Plumbing ( )Mechanical ( )fther ( )
Legal Description: Lot Block Filine Subdivision
ownersName:T0V eaoress: l?'ffi ELkt\bRl..J tR.
Architect:Address:
1 .i \ | r
Descriptionof Job: SqJ.\S Tso\ Stclw-l
Parcel #
Date:
Elechical (x )
Work Class: New ( )
Number of Dwelling Units:
Number and Type of Fireplaces: Gas Appliances
BUILDING: $
PLUMBING $
Alteration S Additional ( )Repair ( )Other ( )
Number of Accommodation Units:
Wood/Pellet
General Contractor:
Gas Logs
VALUATIONS
FT.FCTPJCAL. $
MEC}IAMCAL $
CONTRACTOR INFORMATION
Address:
OTIIER: $
TOTAL $
1-o
pn*"* AQi . OIL{
Address:
Phone #
Address:
Phone #
Address:
Phone #
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
rovm of vair RegistrationNo tVa - b
ToV i-loElectricsl Contractor:
Town of Vail Registration No.
P!c!qui4]&u!raclq:
Tov,,n of Vail Registration No.
Mechanicd Contractor:
Tovm of Vail Regisuation No.
CLEAN UP DEPOSIT REFUND TO:
o?;*,.troRs,P.E.,^t
Natural Hazards Consultants
555 County Road 16
Gunnison, Colorado 81230
TeUFar 970-641-3236
artmears@rmii.com
June 4,1997
Ms. Susie Hervert
General Services Administrator
Toum of Vail
1309 VailValley Drive
Vail, CO 81657
Dear Susie:
. At your request, I have reviewed the grading and site plan for the debris flow
berm/ditch specified on Carter. Burgess drawings accompanying your May 13,
1997letterto me.
This plan satisfies the design concept I recommended to Kris Hedberg on
September 26, 1995 and will mitigate debris flow hazard. Furthermore, the
debris-flow mitigation will be in conformance with Vail Hazards Regulations
Section 18.69.052 t0l (b).
Please contact me if you have further questions.
Sincerely,
fuft^a,Y'/loa,*
Arthur l. Mears, P.E.
Avalanche-control engineer
mc'll JUNUYT:zr
0c,trt^t0 - Ccm 614
Fv=
Mass Wasting. Avalarrchcs. Avalanche Conml Enginecing
A-CD(r,..:9t-.----l\:bFA (t-o!= {gfi $ €,E- = -,o-isF ;{
El g;
eE 3e
-5'E(L ro PE9 =o€q-- :s_q) F+gS Efr
=s €ilE* 9aoi6 o-t
EE ;g
Ei Ce
E p i:tE'6 o.9
;:fi gg
FFc FF
d
*ct-e,C.)
I
.A t&rE-f/.i
-; sl*.
I3-
a 4&I .: o.l
> z'c
'J.l
oo
E
F€'eEEitstEE EEEi f €€EE a
i,g'H€EE€-=E
fi$ggi, E EiEE s
iiFEii€FEEIEi
€*tE;*i $* €iEE e
F$$EggfiEEEEE5a
iEl$gE3F$g:EEre
EEEEFg
Mike Mollica said it would go before lhe Town council a week from Tuesday.
Andy Knudtsen stated that it was signiticant that there was not a lot of public here, as there have
been etforts to reach outio inafuOiic to put them at ease. He said that this site was the only
one in Town that works *eltloi ieasonal housing and the use and the location were a very good
r"t.tt. ie siio that cD6i.wislougn ro wortr witn and that CDoT had approved a proposal
ritftout conditions. Andy said that tfre TOV would be providing a bu.s.stop on a will-call basis'
He said the site naO OeeniJelieO on aff the debris ani rockfaf conditions, as they had worked
with a soils expert to put me uuiroing up on the hillside. He explained the lac't< of retaining walls
and said when you see tef"ining t"ajts, you know there is too much building for the site' Andy
said hurdles have been cleared-and we were now looking for approval from the PEC'
Mark Donaldson said regarding the soil conditions and grading, that th.ere were major constraints
on the site that they nad"to ovdrcome, such as bedrock conditions and drainage'. He said
iftfrJugh rhe projeit coun nanOte moie stone and better materials, seasonal workers were being
taig"6O nerd ariO the coit oi the tent was. important. He said they needed to see a financial
return and the cost to aOJ JOifCony was $tAbQ per balcony, with just the change from a window
to i stiOing glass door at-ESOO, tnerttore tire baliony constiuction would add $55 a sq. ft. more'
Mark asked that the PEC not require the decks.
John schofield said bears love to chew on wood and the dumpster doors needed to be changed
to metal. He asked it painted concrete was permitted.
Mark Donaldson said he would do that.
Bob McLaurin said this project was critical to the viability of the Bus Department and that it was
an importint step, given thb hck ol bus drivers. He saii that the Dept. of Transportation would
ute tfie un;15 ior'pf6* drivers, if not used by the bus drivers. Bob said that balconies were not
absolutely neoessary and that this project had gone way beyond what it originally was supposed
to be.
Dominic Mauriello said thal Community Development thought this project was a great project.
Galen Aasland said he would like to see decks'
Ann Bishop said she would like to see decks if possible, but not make it mandatory'
Diane Golden said she didn't think decks were needed, nor landscape islands, but more parking
spaces.
John Schofield said he liked the landscape islands, as there was an abundance of parking on the
site. He asked if the power lines were going to be underground'
Dominic Mauriello said transmission lines were not required to be underground, but service to the
individual houses must be underground.
Mike Mollica said the scope of development determines the burying of lines and in this case it
was not appropriate for this type of development'
Planning and Environmental Commission
Minutes
April 28, 1997
Susie Hervert said in 1999, the transformer would be relocated'
Mike Mollica stated again that all the service lines would be underground.
John Schofield asked if the bus stop could be included in the Golf CourseiEast Vail route'
Susie Hervert said the bus schedule was too tight to do that'
Greg Moffet said if we solved the bus driver problem, then that would be moot.
John schofield said he supported decks and suggested an opening, rather.than a full deck'
which would Oe arcnitectuiitfy mote iniaitive aii that a full barcony would give us what the PEC
wanted.
Mark Donaldson said there was a $300,000 contingency lund and if it could be done' it would be
done.
John scholietd said that full balconies gave the best of both worlds.
AndyKnudtsensaidthat'romadistance'thisprojectwasattractive.
Mike Mollica said that Eagle Bend on Highway 6 had laux balconies' which were not very
attractive.
Gene Uselton said that balconies would be nice, but seasonal workers would be there in the cold
weather and so he liked the faux balconies. He felt the money could be better spent on
something else. Gene said he liked the landscape islands'
Greg Moffet said a good job had been done and he was happy to be seeing this tor the last time'
H; iilia th;i rre itroignt there inouiO be a possible deed reirbtion, so if the Town ever sold it'
tnat meywould need'to iome before me igC for a review, since it was a conditional use'
Andy KnudFen said that the current Council and staff wanted it for TOV employees and that they
were fully committed to see this in perpetuity'
Greg Moffet asked if there was a mechanism to draft into it a statement saying to continue to use
it as employee housing.
Mike Mollica stated that a change of use would trigger a conditional use permit.
Dominic Mauriello said a deed restriction would have to be carried forward.
Greg Moffet said it could be sold to the Sonnenalp for their employees, lor example, and he
would like it designated for TOV employee housing.
Mike Mollica said a future Council could sell it, but they would need a public hearing and to put a
deed restriction on the deed didn't accomplish anything further'
Greg Moftet said he wanted to overcome the saleability of this project'
Planning and Environmental Commission
Minules
Aoril 28. 1997
Andy Knudlsen said language could be included to strongly.recommend decks and when the bids
com'e back on May 6th, we would include thai as suggested'
Greg Motfet reminded the PEC that there had not been a full winter bus schedule for the last
thre6 seasons and asked the PEC to summarize their preference for decks
Galen Aasland wanted decks.
Ann Bishop strongly recommended decks.
John Schofield wanted decks.
Gene Uselton did not want decks.
Diane Golden did not want decks.
John Schofield made a motion for approval with the 3 conditions stated in the statf memo with
the addirional 3 conditions tnat a tot'ai of 35 parking spaces be designated for the proiect' that a
Oul stop be designated piior to a Certificate of Occuiancy being issued and that any changes in
use or 6wnership be subject to review by the PEC.
Galen Aasland seconded the motion.
Susie Hervert said the parking spaces on the south side of the berm would be a staging area f.or
public Works. She saii that in tire winter the buses stage lor about a half hour and that they did
not have an area during the day to designate for the staging.
John Schofield said suggested restricting I of the 49 spaces shown'
Dominic Mauriello said there were 37 spaces.
Susie Hervefi said during the administration remodel, summer was the worst time and parking
could potentially could go down to the tunnel.
Mark Donaldson stated 3 units could be lost due to the finances of adding decks.
Ann Bishop said if fiscally possible, she would like to see decks.
Mark Donaldson said he did not want to be left with that condition.
Mike Mollica noted that the applicant had agreed to add metal doors on the dumpster and also
stucco.
The motion failed by a vote of 2-4.
John Schofield amended the motion with a new condition 1 to state that it be "strongly
recommended the applicant include decks if possible" and to include all the other conditions ol
the previous motion.
Gene Uselton seconded the motion.
Plarming and Environmcntal Commlsslon
Minutes
Anril 28. I 997 10
The motion passed by a vote of 6-0.
Planning and tsnvironmental Comnxssion
Minutes
April28, 1997 1l_
lsign Review Action tt
TOWN OF VAIL
Category Numbet o"" SlzlIq7
Project Name:
Building Name: t'
Owner, Address and Phone:
ArchitecuContact, Address and Phone:
Legal Description: Lot- Block- Subdivision ''-- leir- I . Zone District Gt I
Project Street Address:
Comments:
Seconded by: F4c/lf.
Ieentou"t
fl Disapproval
fl StaffApproval
Conditions:
Town Planner | !
,"r' 5 ? I 117 DRBFee ere-caia- K)/4
Agenda last revised 5116/97 ll am
DESIGN REVTEW BOARD AGENDA
Wednesday, May 21,1997
3:00 P.M.
PROJECT ORIENTATION / NO LUNCH - Community Development Department
MEMBERS PRESENT MEMBERS ABSENT
SITE VISITS -
l. Lionshead Inn - 610 West Lionshead Circle
2. Crossroads - 143 E. Meadow Drive
3. Aleman - 600 Vail Valley Drive
4. Harman - 5l l7 Main Gore Drivc
Drivcr: Lauren
l:00
2:00
PUBLIC HEARING. TOWN COUNCIL CHAMBERS
l. Lionshcad Inn (AKA L'Ostello) - Repaint.
610 West Lionshead Circle/Lot I , Block 2. Vail Lionshead 3rd Filing.
Applicant Eustaquio Cortina, represented by Bill Pierce
2. Aleman - Northwoods deck enclosurc.
600 Vail Valley Drive/ Northwoods Condominiums.
Applicant Christine Aleman, rcprcscntcd by Kurt Segcrberg
MOTION:SECOND:VOTE:
Northwoods - Discussion about futurc additions and deck enclosures.
600 Vail Valley Drive/Northwoods Condominiums.
Applicant Community Development Dcpartnent
MOTION:
3:00
Lauren
Dirk
J.Dirk
SECOND:VOTE:
4. Middleton - riout rct of primary/secondary with a Type, ,i.
1865 West Gore Creek Drive/Lot 23, Vail Village West #2.
Applicant Kathryn lohre Middleton, represented by Erich Hill
t
Tammie at
MOTION:SECOND:VOTE:
5. Logan - Final review of a new single-family residence with a caretaker unit. Tammie
815 Potato Patch Dn, c/Lot2, Block I, Vail Potaio Patch.
Applicanf Kent & Vicki Logan, represented by Pierce, Segerberg & Associates
MOTION:SECOND:VOTE:
6. Harman - Residential addition. Lawen
5l l7 Main Gore Drive/Lot 5, Block l, Bighom Subdivision 5th Addition.
Applicant Louis and Elizabeth Harman, represented by Pam Hopkins
MOTION: SECOND: VOTE:
7. Crossroads - An appeal of a staffdecision prohibiting a chain link fence. Dirk
143 E. Meadow Drive/Portion of Lot P, Block 5D, Vail Village lst Filing.
Applicant Crossroads Condominium Association, represented by Bill Pierce
8. Crossroads - New trash enclosure Dirk
143 E. Meadow Drivc/Portion of Lot P, Block 5D, Vail Village lst Filing.
Applicant Crossroads Condominium Association, represented by Bill Pierce
MOTION: SECOND: VOTE:
9. Public Works housing - Final revicw of Employee Housing Dominic
1309 Vail Valley Drivdlegally describod as:
beginning at the Northwest corner of Section 9, Township 5 South, Range 80 west of the Sixth
Principal Meridian thence S 89"3 I 49" E 2333.84 feet, along the North line of said Section 9, to a
point on the northerly right-of-way fence line of Interstate Highway No. 70 thence along the
northerly right-of-way fence line of Interstate Highway No. 70 as follows:
S 67o41'33" W 415.82 feet: thence S78" l3'02" W 1534.29 feet, to a point of curvature; thence
456.43 feet on a curve to thc right with a radius of 5580.00 feet, the chord of which bears
580"33'38" W 456.30 feet to a point on the Westerly line of said Section 9: thence departing the
northerly right+tway fence line of Interstate Highway No. 70 and following the Westedy line of
said Section 9 N00oi8'21 "E 565.1 I fcet to the point of beginning.
Applicant Town of Vai[, represented by Andy Knudtsen and Susie Hervert
MOTION: SECOND: VOTE:
.a
StaffApprovals
Franke - Repaint. Dirk
2712 Kinnickinnick Ct./tot 10, Block 2. Vail Intermountain
Applicant Pcter and Patty Franke
The Eagle - Replacement sign. Dirk
l00Q Lionsridge Loop/Lions Ridge Filing #l
Applicanf L&B Broadcasting, LLC
Lodges at Timber Creek - Garage conversion. Dominic
2893 Timber Creek DriveA.odges at Timber Creek
Applicant Stan Cole
Enzian - Reroof and modifications Dfut
610 West Lionshead Circle/Lot l, Block 2, Vail Lionshead 3d Filing.
Applicant EnzianHomeownersAssociation,lnc.
The applications and information about the proposals are available for public inryection during regular office hows in the project
. planner's office, located at the Town of Vail Comrnunity Developm€Nrt D€partment" 75 South Frontage Road.
Sigr languagc interpretation available uport requesr with 24 hour notification. Please call 479-2114 voice or 479-2356 TDD for
. information.
J
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUTII
Planning and Environmental Commission
Community Development Department
I. DESCRIPTION OFTHE REOUEST
This site is zoned General Use (GU) which allows Type lll Employee Housing Units as
conditional use. The applicant is requesting a conditional use pemit to allow for the construction
of 24 Type lil Employeb'Housing Units at th; Public Works site. The proposed dwelling units are
intendeci to accorirmbdate the T-own's (Public Works') seasonal housing needs. The employee
nouiing standards require a minimum dnfn tor aType lll EHU of 450.sq. ft. The proposal.
consisi-s of 21 studio dpartments (451 sq. ft.) and 3 6ne-bedroom dwelling units (528 sq. ft')'
The dwelling units are proposed in one, three-story structure. The proposed building is 30.8' in
height fromixisting giaO6 at both the east and west ends of the building. The proposed building
willbe 34.8' in height from linished grade at both ends of the building.
The proposal also includes 26 parking spaces, 2 of which are handicap parking spaces'. One of
medaniicap parking spaces id requi6O tor the Public Works Administration Building. Therefore,
25 parking dpices aie'available toi tnis development. The parking required for the development
,
is d+ parkind spaces (one space per unit). Thdre are 3 gu99t spaces on the proposed lower level
parking arei tdr day use and an additional 9 spaces available in the evening hours.
ORIGINAL
April28, 1997
A request for a conditional use permjt, tq -a19Y.ry9ry-fo{ Jvp"9l1,F.1!:i9t
seasbn'af employee houslng,loiated at 1309 Vail Vailey Drive/legally described as
(Public WorK FacilitY):
beginning at the Northwest corner of Section 9, Township ? *uhl,R"!,S180 wesl of the
Siin eriicipat Me;dian thence S 89'31?9" E2339.84 feet, along the North.line of said
Section 9, rb a poinr on th€ northerly right-of-way fence line of Interstate Highway No' 70
thence along the northerly right-of -wa/fence line of lnt€rstate Highway.No.70 as follows:
S 67"41'gg,-W 41S.82 feet; ihence S78't g'02" W 1534.29 feet, to a poinl of curvalure;
thence 456.43 feet on a curve to the right wilh a radius of 5580.00 feet, the chord of which
bears 580'33'38" W 456.30 feet to a p-oint on the W€stsrly line of said Section 9-: thence
departing the northerly right-olway lence line oJ Interstate Highway l,lo. 70 and follow|ng
if'JW"iieAV line of said Seaion g, Nlortn 00"8'21"E 565.11 feel to the point of beginning.
Applicant: Town of Vail, represented by Andy Knudtsen and susie Hervert
Planner: Dominic Mauriello
o
The proposal also includes a dumpster which is accessible from both the upper and lower level
par1ing areas. The dumpster is bbbw the upper-level parking area grade and allows tenants to
brop trisn into the dump'ster. The proposed enclosure does not include a roof.
Thd proposal also includes a 5'wicje paved pedestrian access from the south side of the lower
level parking area to the South Frontage Road.
II. ZONING ANALYSIS
The development standards for the GU district are determined by the PEC' The PEC must
determine rfuhat development standards are needed on a site specific basis. The proposed
standards are as presented on the site plan and building plans for the site.
Zoning:
Use:
Lot Size:
Standard
Site Coveragg:
GRFA:
Setbacks:
Front:
Sides:
Rear:
Parking:
Gu€st Parking:
Internal Parking
Landscaping:
Snow Storagg:
Building HeQht:
per PEC N/A
per PEC N/A
per PEC N/A
24 spacos N/A
per PEC
per PEC
per PEC
908 sq. ft. (10old' N/A
per PEC
per PEC
General Use (GU)
24 Type lll EHUs
740,520 sq. ft. or 17 acres (entire site without USFS addition)
Allowad/R6ouir€d Exlrtlno Proposed
48,92 1 sq. ft. (6.60l") 54,071 sq. ft. (7 -3v"1
(w/admin. addition)
0 sq.ft.
N/A
1 1,055 sq. ft.
85'
500' (east), 1,000' (west)
90'
26 spaces (includes t handicap + 1
additional handicap for admin.)
3 spaces + 9 evening spaces
963 sq. fi.
3,370 sq. ft. (307")
30.8 from existing grade
34.8' from finished grade
N/A
N/A
Nole: 'required by code for allolh€rzone dislricts but nol necessatily for the GU dislricl
III. REVIEWCR]TERIAFORTHISREOUEST
ln addition to the conditional use criteria, staff has included the purpose statement from the
zoning code, as we believe this will help the PEC in its evaluation of the request.
The Public Works employee housing is located in the General Use (GU) zone district. According
to Section 1 8.36.010 of the zoning code, the purpose of the GU district is:
,,to provide sites for public and quasi-public uses which, because of theil special
characteristics, can,ioi$ appropriatdty regulated by the development standards
prescribed by oth;;;;;;gtiittlitt, atiO foi which d'evelopment standards especially
prescribed for each particular developmen-t proposal or pioject are necessary to achieve
the purposes pre#rioeo in Section r'a.oz.oio ind to prdvide lor the public.welfare' The
General Use District is intended to ensure that public'buildings. and grounds and certain
.
tG "f
quasi-puUiic us"t f"ttitt"A in.the Dist;ict are approp.riately.located and designed
to meet the neecti oi resiOints and visitors to Vail, to harmonize with surrounding uses'
"nO,ln
cases of OuitOings and other structures, lo ensure adequate light, air' open
,pJies, ind other ameiities appropriate to the perrnitted types ot uses."
Type lll Employee Housing units may be permitted in the GU zone district subject !o tlt9 -
issuance of a conditionaf ,-se p"i.ii in icborOance with the provisions of Chapter 18.60' For the
PEC's reference, the conditional use permit purpose statement indicates that:
,,in order to provide the flexibility necessary to achieve the obiectives of this title' specilied
uses are per.itt"d in ceriain Oiitricts suOj6ct to the granting ol a conditional use permit'
Because of theilnrsulf ot special characteristics, conditional uses require revierv so
that they may be iocat"O proierty with respect to the purposes of this title and with
respect to their attlcti on sui'rou'nding proirerties. Th'e rdview process prescribed in this
"nipi"i ii intenOeO to assure compati-bility and harmonious development between
conditional uses and surrounding iroperties in the Town at large. Uses listed as
conditional uses in the various districts may be permitted subject to such conditions and
limitations as tne iown may piescriOe to in'sure'that the location and operation of the
conditionat uses wilt b; in dcbordance with the development objectives of the Town and
will not be detrimental to other uses or properties. Where conditions cannot be devised'
to achieve mese oOieciives, applicatioris for conditional use permit shall be denied'"
The conditional use permit consideration of factors are as follows:
1. Relationship and impact of the use on the development objectives of the
Town.
staff beleives that the proposed development will have a posjtive impact
on the development o6ieitives of the Town. The Town has determined
inat tne providion of eniployee housing and seasonal employee housing to
be goald in several planning documen-ts, including the Vail Land Use Plan.
2. The effect ol the use on light and air, distribution of population'-
transportation facilities, utiiities, schools, parks and recreation facilities'
and other public facilities needs.
The proposed facility will have minor impacts on these issues' The
pro-p;saiwitt providd housing lor workers who will generally work out of
tnis site, therblore reducing iraffic impacts especially during peak hours.
The development includeJsome areas for recreation which will be an
asset to thd project and the Town as a whole. The proposalwill have
minimal, if any, impacts to utilities or schools.
3.Etfect upon traffic with particular reference to congestion' automotive and
;;;ilffi;f.ty ano ionvenience, tralfic flow and control' access'
maneuverability, and removal ol snow from the street and parking areas'
As stated above, the proposed location allows occupants to essentia.lly live
at work. This will reouce-tne neeo ior wort<ers to travel to and from the
;idil;its ;;"i hor,r. Ho*"uii, p"oe.slria,n gT?"t throush the l-70
tunnel will likely increase
-iil" ptbbotel includes improving vehicular
-and
il"otitii"n l.c'ess through tne iunnet, by improving lines of site' grades'
I.O p."lOi"g a 5'wide faved pedestria-n path' Additionally' the
O"u,jiopt"nihas been property planned !o inglude areas for snow storage'
Overall, statl believes tne proidcidesign has adequately addressed these
issues.
Effect upon the character of the area in which the proposed uqg^i:]q-be
rociGOincruOing the scale and bulk of the proposed use in relation to
surrounding uses.
The proposed building is a three-story structure that appears.as.a tYPical
"piririni-Uuitding.
fhe other buitdirigs found o.n-s1e are industrial in
nltri" inl t,eref5re rhis buitding wiil be compatible with the other
riu"tur"r on-site. The charactel of the building is not "Alpine" in nature
;il il;ld noiprobably bacompatible in other areas of the Town' The
uuiroing
"pp"ais
to oe'wltt iuit6o to the site and for the purpose it is being
constrictdd. However, the building will be visible across the valley and
tu oaa and pEc shoutd consideimis in their review of the proiect.
The building is one single structure and therefore.prePeqs-a lal^S^e-,T31"-"
on the site. Statf beleives that the correct use of landscape materlals ano
other building accents' such as decks, could help reduce the perceived
bulk and mass of the structure.
Overall staff believes that this criterion has been addressed by the
development.
4.
The conditional use permit findings are as follows:
The Planning and Environmental Commission shall make the following findings before
granting-a conditional use permit:
l.Thattheproposed|ocationo|theuseisinaccordancewiththepurposes
of the conditional use permit section ol the zoning code and the purposes
of the district in which the site is located'
2.Thattheproposed|ocationoftheuseandtheconditionsunderwhichit
would be'opbrated or maintained would not be detrimental to the public
health, saf6ty, or welfare or materially iniurious to properties or
improvements in the vicinitY.
3. That the proposed use would comply with each ot the appiicable.
proulsions oi tne conoitional use p'ermit section of the zoning code.
IV. ISSUES ADDRESSED
Below are issues brought up at the March 24 and April 14 worksessions with the PEC'
l. BuildingLocation/BuitdingtteighWiewAnalvsis
The building is proposeo on-fre-JiEt end'or the P;bl6 fihils property' T-he building is proposed
along a natural Oencn area'on inii portion of the site anC appdard 19 P.e the logical location for
this structure. Sratf alsoftlieves tiris is ttre appropriate arbi of the site for housing as it is
io""i"O taitnestaway from the more industrial elements of the site'
The applicant is proposing a building. heig_ht of approximately 34.8'.Irom finished grade and 30'8'
from existing grade. For ief"i"n"",in" riign O"ility rUritiprb Family-zone.district allows up to 48'
in buitding height for a sroieii io.lr-6uiioindanc me trteoiurir Density Multiple Familv zone district
allows up to 38' in buitding height lor a sloped |.ooiOritOing. Statf 6elieves the proposed building
height is appropriate lor this site.
The applicant has provided a cross section through the property. showing.the relationship of
buitding height to tne epvition of l-70. tne viewinitysis provi'Oes 3 photographt !"k9l fl9T9
different public locations lfong Vail Valley Drive. The pro[osed.str.uctufe was superimposed on
rhe phorographs at the il;;iti=l".li i6 cteartrom ttiis inatysis that the upper two 1oors of the
structure will be visible lrom this area of town' lt is also clear from this analysis that the parking
*iri not be very visible on the site from the ,,public" spaces across the valley.
2. Architectural ComPatibilitY
ine site is currently Oev6iobJO with'industrialtype buildings and administrative offices'
Therefore, architecturat "ofipitiOiiit'
with othei'structureJon-site is not necessarily desirable'
.
fiie piopriseO OuitOlng form is i mr6e-story structure' The building hasbeen further articulated
by providing off-sets "ni
uoiOl *nich helpio break-up thq qeLciivgg.t1l! 1O mass of the
structure. The PEC naisorne
"onc"tns
teg"rding tfie sunbOitity of the o.,verall architecture in the
Town as a whole. fne appiicant-has provid-ed mo-re wood elements on the fascia and around
windows to make the iliiff; app""t-tot" in character with the Town of Vail' The PEC'
however, should conce"ii"iJtiin. overall bulk inO mass of the building and any issues related
to materials should be left with the Design Review Board'
The issue ol exterior decks came up at the previous meetings. lt was discussed that decks
*orfC ie*e several putpotJi io hefp Otehf-up the overalibulk and mass of the building' to
;axerh; oweiting uriitsfiJre rivaole a'nd to impiove the design of the building' -ry-lql1t*,,"nis cnosen not t6 provide decks on the building' Staff believes that decks in some areas woulo
oe an asset to me
'projeci byproviding variety dnd interest to the building, making these very.
small units more livable, anl iurtner, inat Oe6t<s would provide additional wood elements to the
building making it more "alpine" in nature.
The roof line of the building has not changed since the last PEC worksession' A flat section of
,oof has been provided il ;td;i to break ine OuitOlng into what is Perceived as two structures'
Stif Oetieues ihe previous roof line, which containe-d a sloped toof over this proposed flat area'
was more appropriate and aesthetic.
A lighting plan and color samples will be required as part of the DRB review of this project'
3. LandscaPePIan
i'n" .pprilininli proviOeo a landscape plan which provides 29 evergreen-s, ranging in size from
e;io iif in neight dnd I S Gpens at Zrcdtiper. The llan provides for planted landscape areas
*ifiin in" p"irlnillot. Saf Oelieues the landscape iread are a very positive addition to the
iiJiJ"t. ifiJ Fi[7gne *d;;itd ;ii worxsesdion that the proposed trees should be
budstantiat in size, especially in front of the building'
The plan also provides site improvem€nts to the recreation area to the wesl of the building'
These improvements inciiOJiuoffeyOafiiourt, piinlc taOtes, and a grill' Access to this area is
provided via a foot Path.
4. SnowStorage
The site plan shows areas to be used for snow storage on-site. The areas provided are
appropriately Planned.
The current standard being applied on private developments is-that snow storage areas shall
"qu"l
-gO.Z"
of the paved "ieaiin" driv'eway and pariing area for this development equal
aiprorimiteV ri,ebO rqlh,.lnO in" piopoi'eC sno* stoiage areas equal approximately 3'370 sq'
ft. (30%).
5. Retaining Walls
i-f," propoi"O plin willcontain several retaining walls. The standard applied to developments in
the Town (in accordanc" *nn S"ction 18.58.02--0 "Fences, hedges, walls, and screening") is a
rarirrri"bnt of 6'foiietaining;arrs. The GU disrict (Section 18'36'060 "Additional
devetopment stanOarOsi) ri'iuitf| i-"t pti*." with this stindard. All proposed retaining walls
ire ies's than O' in heighiancithe maioiity ot the walls are less than 4' in height'
6. Solid Waste DisPosal
The plan provides for m6 location of a dumpster for this development. The proposed location.is
oeroi-ine'upper-tevet pitNn-ti-gi;d; ino iJ'lnCrosed on 4 sided. Tenants will drop-tra-sh into the
Ormpst"t trb'm aOove,'ai tn"-d-r*pst"r enclosure does not have a roof covering' Staff.is .
concerned about not having a rooied enclosure. Without a roof, snow will accumulate in the
enclosure and cause "
rii-nGnln.l ptoOtet. Staff is also concerned that without a roof the
wind will blow trash out oline Jum-piier.
-A
roof will also provide an exlra level of screening for
occupants on the upper stories of dhe building. Consideration should also be given to "bear-
proofing" the enclosure.
7. Site Access
This site is accessed via the tunnel below l-70. This tunnel is a constrained roadway witg^yoF
of 20'. ldeally, this access should be wider, however, to widen this tunnel, if allowed by CDOT' it
;;U be Gi'costty. Siitf inO the applicant have met with CDOT and have received approval
.
from cDoT for the deve-topment*imbiit additional requirements, eiher to the s. Frontage Road
or the underpass.
The approach to the tunnel has been improved (on the north side of the tunnel) which will
.
improve visibility, tessen g;aOe, and reOucethe chance of accidents. lmprovements are also
p.pri.O ii..g tne S. fr6nhg6 Road in order to improve lines of site when exiting the Public
Works site.
o
8. Pedestrtanand8usAccess
nl erpfiineOibove, the ac-ess tnrough this tunnel is less than perfect. By providing housing.on
this site, the EHU o.cup"nG l.*si natie safe pedestrianlbicycle.'access through this tunnel' The
ippliririiiJp.posing i s *iO. p""JO peOesiriantir<e acce-ss through the tunnel to the S'
Frontage Road.
The persons occupying the employee h9usi19. may rely onpublic ransit t9 get around Town,
tprofiaOfy more so tirai tne getiet;f prgriil.^ine alpptiiant has indicaled that a bus stop will be
ilffildffiin" puiis affie on ine_Goti Course rbute in order to allow convenient bus access'
this stop will be known as tie Pulis Bridge bus stop. There will not be a bus stop structure
provided.
This will be a "request only" bus stop.
9. Environmental l'Iazards
n portion of tre puOtic WoG site is located in a High peve.rgV Rockfall.Hazard and Debris Flow
MSOerate Hazard. fne piopoieO site for the housiig is not located.in. the identified hazard area
and statf has reviewed a pi'ititinaty hazard report fhich states that the proposed housing site is
not affected by the hazari. A linal nazard repdrt will be provided prior to the issuance of a
building permit.
10. HistorielResources
There is a remnant ot an-otOiog cabin on the site. This structure mqy Pe from the turn of the
century. The applicant has shdrvn this structure on the site plan and it is outside of the area
being lraded oh-site and therefore will not be disturbed.
ll- Phasing PIan
It has been inOicated by the applicants that some of the improvements may be phased over the
nert t*o years ln orOeito nave enougn capital to complete the irnprovements. The Town has
allowed other developers to also provide such phasing as long as the improvements are
guaranteed by a Letter of Credit.
V. STAFF RECOMMENDATION
The statf is recommending approval of the applicant's request for a conditional use permit for 24
Type lll Employee Housing Units, subject to the following findings:
1. That the proposed location of the use is in accordance with the purposes of the
conditional tise permit section of the zoning code and the purposes of the GU
zone district.
2. That the proposed location of the use and the conditions under which it would be
operated or maintained would not be detrimental to the public health' safety' or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use would comply with each of the applicable provisions of the
conditional use permit section ol the zoning code'
The recommendation ol approval is subject to the following conditions:
o
't.
3.
That the applicant provide 8-12 decks on the south, east or west elevations of the
Ouiriiiig. TiJ finaf iocationlnJ size of the decks shall be subject to DRB review
and approval.
Thattheapplicantprovidearoofoverthedumpsterandappropriate|ysecurethe
facility to lessen potential impacts from bears.
That the applicant provide a revised landscape.plan which reflects all of_the
i6;G;ffi;lo fi. rt" pran prior ro DRB ievi'ew and that the Design Review
aoariiiosefy review the lindsdape plan, amgnq other design issues' to ensule
that the masi of the building is appropriately broken-up'
f :bwlyonePec\rnemoetsubhousS'428
N\Nd 3CVNIVHC CNV CNICVHC -IVNH
cNV S)UO'Y\ Cngru JO'J"d3C
$,5
:f:i
li
!t
ili
ii
II,
#i
iil
f#tII
$ltr
ffi
$$
ii$j
tiIt
t!
I
Ir
!!
ii
;!
t
T
ir
fl
I
t
t
E
I
IE
!
It
ii
$
ii
t;
53
.ll
it
I
t
I!I
a
5tIr!
f,rrgEt
I -:
{I
e!
;ri!i
-B\
o1
\?
3
I
t
t
I
.(lr 'i\rt\rriltllttllilti
it\
t
L
II
I
t
I
t\
ii
I
\I
.,/t --=--:a7
i/t-'="
Hu"$
e
eI
I
I
q
(to,
s.Ea.
ao
3
!
r\ii
ii/
rt{iilr!l
til
iii
-?
I!!,i
i'iHl
li't-tln /66I B€:If :01 Ed ,tdY pafi d0HS'IIYA\JalseN\01t0\tI01640-1.\:d
ss
!.\
=
o(mrm0c zna
4ra gnrcr cnalld
1NIS0OH ATgVOAOiiV
TIUA ,trO N.UO,I iloscNiloo )tuYi uola^
I
*
*
\r
t\
I
\
uEt
frilHt
iTBT
[$fi8
t
**
*t
*
]
t
*Iil
E
ll
iI
I!pl
!t
*
,t
'.;
illi 1*
1*'l
$r
II
$
tlll llr
irlii
P\r$l
'<-0"
-Z
6'hq
il*
i4'
*?:11"
=-,\ o:
E$'\
\;
\
\-$+
5
T
I
I
5
I
iF
ir
dll
5ll
di
ih
irF
EF
iFt
ull
sF
IEi
II
u99
5hh
tstsE131
$$$
FFF
343
il
58
II
E!
JI
1!
0
I
i
I
il
$$$
FFF
333
E
IF
I|
r|l
Fli
Ff
$lJI
Hll
Bli
t$$
FFF
334
IIil
$$$
FFF
331
s$$
FFF
433
$$fi
FFF
zz=
'c'd ' slclllHcuv Nos0lwoo )luvn uolcl cr n
CNISNOH ATSVOAOil,{V- leo:l TIVA ,IO NAO,I
J
EI
0x
:
{
dIoJ
e
$$*
FFF
344
It
.ryf--!rt7:--ut
\f\s\
5
$#
,l
fl'
|lrl-.rll
fli
@
,l
fi|l
fili
@
c;lt
it? r
ilr
q
J-Jl
$
mm
M
H
i
I
F:
llir
[l
#
iF
$
fr
tr
tl
+
o
5tl
!ll
iti $
{lffi
ffi
fl, ffifire
a
Wffi-
Ery
fiEllft fttr
I
el
ib
HII
Eli
@
{iitr
tJts snilr wctu :,
ONISNOH gTgVOVOd,trV. ref6,rr TIVA ,lO NAOJ
\r.\s\
:5
fr$iF$
&
rrtlillttr
l|
It
'tlql
I
,ltrl
f;1,Jl1tul.'
rlS
Eli
@
ii
tt
0
'c'd ' slc3lHcuv t{osovNoo )luvn uorch rrr !i
JNISNOH TTSVAAO{,{V- llcs TIVA lO NAO,I
. oFro|toc.IFA
{r.s qroa r!|qri
cNrsnoH flagv(Iuoirdv
lrva ro Ni0,or
\
,h,,,h, I
ihiiiii,,ri,l,i
$r-,rril|
jt
lilili**h,,j
-:...all;
\\\
r \\,\
\'\tt\
tt))r'\.Sl\ t \g \\,\/\\,\i\:\ \ \
\=i, "r,,tr,t\
\.:F'' \ \{\or\
4\.1g'
Jla, ",, fil ;[;ffi'
t
ffil\ll ffiililll Jii
bW$
a,
\
Ts\
r-1.\s\
f
Iiilfiffi|ilil
;d.rij
\
t\
\r'\
t\\
\
\\ \
Tr
.t
-g4l rgd ii\;ri,l
ttt y
Ii q,
rl ,' (,1
/i,, I
/l \ i, r.)i
\rtC
I ! I, iIiY {itlA
t-!-.\
/--
.l
=d
sSNOS IIOSS
crtrt oarEDf, .ia^tl
ll| r6q -r-o rlol
t\.l \
\' r \lPl
\t,rit t -
lF$\
ii itl l
Ir+(\:$
l.
Agcnda last reviscd 412!197 4_Pm
PLANNING AND ENVIRONMENTAL COMMISSION
MondaY, APril 28, 1997
AGENDA
Proiect Orientation / LUNCH - Community Development Department 12:00 am
Driver:
@
NOTE:
MEMBERS PRESENT MEMBERS ABSENT
Site Vislts :
1. Vail Run - 1000 Lions Ridge LooP
2. Kirch - 1082 Riva Glen3. Kredeit - 226 Forest Road
1:00 pm
George
lf the PEC h€aring extends unlil 6:00 p.m., lhe board will break for dinner from 6:00 '6:30 p.m.
Public Hearing - Town Council Chambers 2:00 p.m.
1. A request for a minor subdivision, to allow tor the modification to the existing platted
bui6ing envelope, located at 1082 Riva GleniLot 3 Spraddle Creek Estates'
Applicant: Lee Kirch, represented by Gordon Pierce
Planner: Lauren Waterton
Z. A request to remove a condition ol approval, from an approved setback variance,
requii'ing that the exterior walls and robf remain during the remodel process, located at
ZZ6 Forest Road/Lot 1 1A, Block 7, Vail Village 1 st Filing.
Applicant: John KredeitPlanner: Lauren Waterton
3. An appeal of an administrative decision determining that the Vail Run tennis bubble is a
seasohalstructure. The property is located at 1000 Lionsridge Loop (Vail Run).
Appellant: Vail Run Condominium Association, represented by Larry Eskwith
Planner: Dominic Mauriello
4. A request for a major amendment to SDD #5 (Vail Run), to eliminate the reqgirement for+ three covered tenn'is courts, located at 1000 Lions Ridge Loop/Lions Ridge Filing #1 .
Applicant: Vail Run Condominium Association, represented by Larry Eskwith
Planner: Dominic Mauriello
5.
Agcnda last rcvisc d 4/2!197 4_Pn
A request for a final review for a conditional use permit to allow for Type lll EHUs for
seJsbnalhousing,located at 1309 VailValley Drive, Public Works Facility/legally
described as:
beoinninq at lhe Northwest corner of Seclion 9, Township 5 South, Range 80 westof lhe Sixth
ilx;ilitffi;i"^ inl."" s ag"gr'+9, E 2333.84 f eel, atong rhe North tine of said section 9, ro a
;;il;ii;;;;.tneity risttr-or-way fence line of Interslaie Highway No. 70 thence along lhe
iortn"rfy tight-of-way fe-nce line ol Interstate Highway, No' 70 as follows:
S ei;atlg3Y W 415.d2 feet; thence S78"1302'-W 1534.29 feet, to a poinl.of curvature;thence
aSe.Ai i*r on a curve lo lhe right with a radius of 5580.00 fest, ths chord of which bears
s80"33'38" W 456.30 teet ro aioinr on th€ wssl€rly line of said section 9: thence departing the . .
."rrf*f Viigf i-"i*"y t"n"" tinJof lnlerstate Highwiy No. 70 and following lhe Westerly line of said
Section'g tiOO'ig'Zt';e 565.11 teet to the point of beginning'
Aoolicant: Town of Vail, represented by Andy Knudtsen and susie Hervert
Pianner: Dominic Mauriello
A request for a worksession to discuss a major exterior alteration in CC1 and a minor
subd-ivision, to allow lor the construction of a irarking gal$e' 9 accommodalion units' 1
condominium and new r"tit ofi." space al me Caslnbt Gramshammer, located at 231
e. eore Creek Dr./Part of Lot A, Block 58, Vail Village 1st Filing'
Applicant: Pepi Gramshammer, represented by Pierce, segerberg, & Associates
Planner: George Ruther
TABLED UNTIL MAY 12,1997
A request lor a residential addition utilizing the 250 ordinance, to allow for the
construction of a dormeraddition, located at 2943 Bellllower Drive/Lot 4, Block 6, Vail
lntermountain.
Applicant: Frank Bannister, represented by RKD
Planner: Tammie Williamson
TABLED UNTIL MAY 12,1997
A request for a minor amendment to SDD f4 (Cascade Village), to allow.lor a skier bridge
"nO
I *l;ot amenomeniio attow for modifications to the allowable GRFA and the building
neig[t finiitations, located at 1 150 Westhaven Lane/Lots 39-1 & 39-2' Glen Lyon
Subdivision.
Applicant: Timothy Pennington, represented by Sherry Dorwood
Pianner: Dominic Mauriello
TABLED UNTIL JUNE 9, 1997
6.
7.
8.
Agenda hst rcviscd 423197 4 Ptn
L A request for a minor exterior altelation and a site coverage variance from section
1g.24.150 to a comme,rciil storefront on Hanson Ranch Road and to allow for an
expansion to tn" ortOoor Oining Oeck and conditional use permit to allow lor outdoor
;;;tilg in tne CCi Zone Distrdt at the Red Lion Building (Cle.a1er-s Deli, The Ghocolate
Fiiior"Vl, tocated at Sba etiOg" StreeyLots E, F, G, & H; Block 5-A, Vail Village 1st Filing'
App|icant: Landmark Gommercia| Deve|opment, represented by Morter Architects
Pianner: Tammie Williamson
W]THDRAWN BY APPLICANT
10. Intormation Update
'f 1. Approval of March 10, March 24'and April 14, 1997 minutes'
The applications and information about the proposals are available for public inspection during
iegui;'offiCe hours in rne projgct pianner's'office located at the Town of Vail Community
Ddvelopment Department, 75 South Frontage Road'
SQn language interprotation available upon r€quest with 24 hour notificalion' Please call 479-2114 voics or 479-2356
TDD for informalion.
Community Development Deparlmsnt
Published April 25, 1997 in the Vail Trail'
o
FILT C$PY
12.A request for a worksession to discuss a conditional use permit to allow Type lll EHUs
for sdasonal housing, located at 1309 Vail Valley Drive/legally described as:
beginning at lhe Norlhw€st corner of Section 9, Township 5 SoUh, .Range 80 west of the
Siin Priicipat Meridian rhence S 89'3149" E 2333.84 feet, along the North line of said
section 9, to a point on the northedy rigtrtof-way fence line of Inlerstate-Highway !q, 70
thence along the northerly right-of-way fence line of Interstate Highway No. 70 as follows:
Planning and Environmontal Commission
Minul,es
Aptil 14. 1997 L7
s 67.41 '33" W 41 5.g2 feet; thence s78"13'02" W 1 534.29 feet, to a point ot curvature; . ,
lhence 456.43 feet on a curye lo the right with a radius of 5580.00 feet, th€ chord ot wnlcn
bears Sg0"33'38" W 456.30 teet to a point on the Westerly line oJ said Section 9: thence
departing ttre norttrerfy right-of-waylence lin€ of Interstale Highway No. 70 and following
fi€ Wesrerly lin; Lt "iia 3*rion g, Norrh 00'8'21"E 565-1 1 teet to the point ol beginning.
Applicant: Town of Vail, represented by Andy Knudtsen and susie Hervert
Planner: Dominic Mauriello
Dominic Mauriello gave an overview of fhe memo and said that the applicant needed clarification
on some of the issues.
Andy Knudtsen said that Public works and the Housing Division wele the co-applicants and that
in tnio weeks we would be back to nail down the details.
Mark Donaldson, the architect, said that the roofline had been broken up. He explained th.atthe
colors were not to draw attentibn, rather to make the building more interesting' He said windows
had been put in the ,ear oiine-Ouilding, as the PEC requested. He requested that this project be.
;ilil;d [itnoui fanOsciping in tne farfing lot. He said tnat only two rooftop penetrations wouid
cbire tnrough the roof, *iin tE. etceition oi the plumbing vqnls and the laundry room dryer and
all vents would come out the north wall which wdub conceal them from public view. He then
addressed the changes in materials, as well as the view analysis'
Greg Moffet said there was no public present at_the meeting and that 908 sq' ft' of internal
parking lot landscaping was not required in the GU district.
Galen Aasland said he would like to see a larger section ol flat rool and decks, so it would not be
so monotonous. He said he had trouble wittr it not looking like an alpine environment and that it
looked like Dillon. He said he was very much in favor of landscaping in the parking lot which
would be possible by eliminating 3 spaces in the parking lot.
Ann Bishop stated more landscaping was needed on site.
Diane Golden agreed and had no other specific comments.
Gene Uselton said the building was an improvement, but he would like the landscape islands.
John Schofield echoed Galen's and Gene's concerns and stated that plows would have to plow
around something some of the time anyway. He said his concern was that at some point in time
ttrei *itiOe sold;ihat some future Council may not want to service the debt and so they needed
to 6e brought in conformance with what a private developer would do. He said he saw the north
side as being a maintenance nightmare.
Mark Donaldson said with the exception of the parking lot landscaping, these were subjective
issues.
John Schofield said this project was important for public perception and that although masonry
was expensive, over 30 iears it would be low maintenance and cost effective.
Mark Donaldson suggested extending the foundation wall. He explained the challenge was
Ouj6ing 24 units, a iiudio configurati6n for 18 units and 6 - 1 bedroom units all requiring
individial tap fee, etc. and keeping the cost between $125 - $135 per sq. ft'
Planning and Environmental Commission
Minutes
April 14, 1997 l6
Diane Golden asked for the breakdown of the types of housing'
Mark Donaldson gave the breakdown of the units'
Greg Amsden said the ridgeline was still bothering him and only a p'differential was not enough'
He said fhe PEC wou6 nbi 46w iny oter devel6per to do thai. He felt the two upper level units
on each end should naue *rap-irou'no O"cr". He'said to put the decks on with resale purposes
in mind.
Andy Knudsten said that the current Town Manager and Council were committed to housing and
tnatinere was no OeOt seivice on tnis prolect, as-it was being paid for out of Capital
improvements.
susie Hervert stated that with no children or pets allowed and the industrial nature of the site' it
really was not marketable.
Greg Amsden said that the council had to bite the bullet and spend the money.
Andy Knudtsen said we would try, but we wanted to come in under budget.
Greg Amsden said it could be built in phases.
Andy Knudtsen said separate excavation costs would bring up the cost.
Greg Mofiet disagreed with Greg Amsden. He asked why this was oriented away lrom the view
of the Gore.
Susie Hervert said the project was bumped back to the north to have a distinction between
FuOfic Wo*s parking dnOine housing iarking and that topography dictated the location'
Greg Motfet asked if the units could be made available to TOV employees with a deed restriction'
Andy Knudtsen said seasonal TOV employees were the first priority, then permanent TOV
employees.
Greg Moffet agreed with Galen;to make it yodel a little.
Mark Donaldson said that this was an improvement and he failed to see why we needed a
Sonnenalp here.
Galen Aasland said it had no heavy proportions and could easily be built down in Denver'
Greg Motfet said we had a unique opportunity, given the zoning of this property.
Gafen Aasland suggested changing the pitch trom 4:12 to 6:12, or varying the roof pitch' bring
the stucco up with flashing against the wall.
Plannir:g and Environmental Commission
Minutes
April 14, 1997 l_9
Agcn& last revised 7121197 llatr
PLANNING AND ENVIRONMENTAL COMMISSTON
Monday, March 24, 1997
AGENDA
12:d) pmNGH - Community llevelooment Department
MEMBERS ABSENTMEMBERS PRESENT
Slte Vlsits :
12:45 pm
1.
2.
3.
Driver:
Koenig - 392 Beaver Dam Gircle
CreeGide Building - 229 Gore Creek Drive
Public Works - 1309 VailValley Drive
George
NOTE: lf the PEC hearing extends unlil 6:00 p.m., the board will break for dinner from 6:00 - 6:30 p'm'
pubfic Hearing - Tow-nlouncilQhamDen 2:00 p'm'
1. lnformation update: 5 minute joint consideration with the DRB and PEC
iegirdindtne Seibert Gircle art project - Todd Oppenheimer
2. A request for a iolntworksession with tre Design t9Yi9*- Board (DRB) to discuss a
.
condirionat use permit, to allow twenty-four fypJtlt El!s.19r.s3l-so_nal employee housing'
tocated at 1309'V;il Villey Drive/legd1ry OescibeO as (Public Works Facility):
beginningaltheNodhwestcornerofSectiong'Township5South'HangeS0westoflhe
Sixrh principal Meridian rhence S 89'31?9" E 233i1.84 teet, atong the North line ol said
Secrion g, i5 ";iiffi t-n" ronrr"iri rightof-way fence line of lnterstate Highway No- 70
thence atonq the northerly right-of-waffence lin'e of Interslate Highway No' 70 as follows:
s 67"41'3g"-w ats.ez t"5t; i'nence Si8"t3'02" w 1534.29 feEt, 10 a poinl of curvature; . ,
thence 456.43 feet on a curve to the right with a radius of 5580.00 teel' lhe chord ol whlcn
bears sg0"33,3g" W 456.30 feer to a frint on the westerly line ot said section 9: thenca
deparring tre norrrrerri righr-of-way fence line of Inr€rsrate Highwaylrlo -7qry.9]9:,'sfid Westerly line of said Section 9: North 00'8'21"E 565.1 1 feet to the point ot beglnnlng'
App|icant: Town o| Vai|' represented by Andy Knudtsen and Susie Hervert
Planner: Dominic Mauriello
Agenda las revised !/21197 llaurrt
3. A request for a conditional use p,ermit, to allow for a Type ll EHU' located at 392 Beaver
Dam Circle/Lot 4, Block 3, Vail Village 3rd Filing'
Applicant: Howard Koenig
Pianner: Tamrnie Williamson
4. A request for a major e)derior alteration in CC'|, at the CreelGide. Building, to allow for the
expansion of tne i6staurant and the west side exterior residential decK, located a1229
Gdre Creek Drive/Lot A' Bloc* 58, VailVillage 1st Filing'
Applicanr: Michael Ditch, represented by Dave Carson
Planner: Lauren Waterlon
5. A request to amend the Gerald R. Ford Park Master Plan and adopt t|e Gerald R. Ford
Park Management Plan.
Applicant: Town of Vail, represented by Larry Grafel, Pam Brandmeyer, Todd Oppenheimer'
Planner: George Ruther
6. A request for a minor SDD amendment to Special Development District No. 30 at the Vail
Athleiic Club, to allow for modifications to the restaurant, common areas, and
accommodation unit balconies, located at 352 E. Meadow Drive/Parcels A & B' Vail
Village lst Filing.
Applicant: JWT 1987 Limited Partnership, represented by John Perkins
Pianner: George Ruther/Mike Mollica
STAFFAPPROVED
7. A request for an interior remodel to the primaryunit, utilizing the 250 Ordinance, located
at 77'8 Potato Patch Drive/Lot 18, Block 1, Vail Potato Patch.
Applicant: Fred Bartlit, represented by Bill Anderson
Planner: Tammie Williamson
STAFF APPROVED
g. A request for a minor suMivision of the Lodge Tower parcel, located at 200 Vail Road/Lot
A, Block 5-C, Vail Village First Filing'
Applicant: Lodge Propefiies, Inc., represented by Jay Peterson
Planner: Dominic Mauriello
TABLED UNTIL APRIL 14,1997
o
Agenda last revised 3l2l/97 lllm
g. A request lor a worksession to discuss a maior exterior alteration in CG1 and a minor
subdivision, to allow for the construction of a parking garage, I accommodation units' 1
condominium-anO nern retail office ipice arme Oas-tiot Giamshammer, located at 231
E.GoreCreekDr./PartofLotA,B|ock58'VailVi||agelstFi||ng.
App|icantPepiGramshammer,representedbyPierce,segerberg,&AssociatesPlanner: George Ruther
TABLED UNTIL APRIL 14' 1997
10. A request for a major exterior alteration in cc1, at the A & D Building, located at 286
Bridg'e StreeUlots A, B, & C, Block 5A, VailVillage 1st Filing'
Applicant:2S6BridgeStreet,lnc.,representedbyCraigSnowdonPlanner: Dominic Mauriello
TABLED UNTIL APRIL 14,1997
ilililillll
11. Approval of March 10, 1997 minutes.
The applications and information about the proposals qre.aygilab]efor public-inspection.during
regutdroffice hours in fire project planner's'otfice located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign language interpretation available upon r€quest with 24 hour notification. Please call 479'2114 voice ot 479-23,56
TDD for information.
Gommunity DevebPment Deparlment
Published March 21, 1997 in the Vail Trail.
RIGINAL
MEMORANDUII
Planning and Environmental Commission
Gommunity Development Department
April14, 1997
A request for a worksession to discuss a conditional use permit,_to-allow twenty-
ioui tvpe lll EHUS for seasonat emptoyee ho.using, locared at 1309 Vail Valley
Driveiidgally described as (Public Works Facility):
beginning at the Northwesl corner of Section 9, Township I Sg*lf"lg-"-80west of the
Siin Friicipaf Meridian thence S 89"3149" E 2333.84 feet, along the North.line of said
section 9, to a point on rtre norttrerty rightof-way fence line of Interstale Highway No' 70
thence along the northerly right-of-way-fenc9 111-.e.of llerstate Highway No.-70 as follows:
S 67"41'33;W 4i S.82 feet; i'hence Si8"t 3'02" W I 534.29 f€et, to a poinl of curvature;
lhence 456.43 feet on a curve to the right with a radius of 5580.00 feet, the chord of which
bears 580"33'38" W 456.30 teet to a p;int on the Westerly line of said Section 9-: thence
departins the northerly risht-of-way fence !i1e-9J ll'1els-t9t9.H.is!ry"{ No 19-1llt1]191,'19
thd W€st-erly line of said Section 9, North 00€'21"E 565.11 feet to the point ol beglnnlng'
Applicant: Town ol Vail, represented by Andy Knudtsen and susie Hervert
Planner: Dominic Mauriello
o
0
TO:
FROM:
DATE:
SU&JECT:
I. DESCRIPTION OF THE REOUEST
The purpose of this worksession is to review the building architecture, he.ight' and location on.the
site. All other issues regirOing landscaping, pedestrian access, and the like will be presented at
the Aprif 28, 1997 hearing for linal review of the project.
This site is zoned General Use (GU) which allows Type lll Employee Housing Units as a ..
conditional use. The applicant is requesting a conditional use permit to allow the construction of
,iiyi;1t Emptoyee Hdusing Units at the PuOlic Works site. The proposed dwelling units are
intended to aciommodate thd Town's (Public Works) seasonal housing needs.
The proposal also includes 29 parking spaces, 2_of which are handicap parking sPaces-:. One of
tne fan,iicap parking spaces id requi6O tor the Public Works Administration Building. Therefore'
28 parking dphces a-re available toi tnis development. The parking required for the development
is da parfinlj spaces (one space per unit). Th6re are 4 guest spaces within the upper level.
p"rtirig it"i. rne apfticani nas inoicated that additional guest spaces are available in the lower
level Public Works parking area.
The proposal also includes a dumpster which is accessible lrom the upper level parking area'
The building plans are attached. A view analysis of the site will be presented at the meeting'
II. ZONING ANALYSIS
The development standards lor the GU district are determined by the PEC' The PEC must
determine what devetopment itanOarOs are needed on a site sp6cific basis. The proposed
standards are as presented on the site plan and building plans for the site'
Zoning:
Use:
Lot SizE:
Standard
Site Coverage:
GRFA:
Setbacks:
Front:
Sides:
Rear:
Parking:
Guest Parking:
Intemal Parking
LandscaPlng:
Building Heigttt:
PEC
PEC
PEC
PEC
PEC
0 sq.ft.
24 spaces required N/A
PEC
gos sq. ft. (10%) N/A
PEC
11,850 sq. ft.
85'
500' (east), 1,000' (wesl)
90'
28 spaces (includes I handicap + 1
for admin.)
4 spaces + ovsrflow
0 sq.fi.
35' from finished grade (worst case)
GEneral Use (GU)
Type lll EHUs
740,520 sq. tt. or 17 acres (entire site without USFS addition)
Allowed/Requlrcd' Exlstlno Prooosed
48,921 sq. ft. (6.6%) 54,071 sq' ft' (7'3%l
(w/admin. addilion)
N/A
N/A
NiA
N/A
Nole: 'required by oode for all olh€r zone disticls
III. REVIEW CRITERIA FOR THIS REOUEST
The code criteria for review of such a request are provided for your information' Since this is a
worksession, staff has not addressed thd specific briteria. In addition to the conditional use
criteria, staff has included the putpose $atAment from the zoning code, as we believe this will
help the PEC in its evaluation of the request.
The Public Works ernployee housing is located in the General Use (GU) zone district' According
to Section 18.96.01 0 bf t'ne zoning code, the purpose of the GU district is:
"to provide sites for public and quasi-public uses which, because of their special
characterisgcs, cinnot be appropriatdly regulated by the development standards
prescribed by other .oninqAistribts, and foi which d-evelopment standards especially
ireicriUed tdr eacfr partic"utar development ploposal or prgieq are necessary to achieve
the purposes prescriOlO in Section 1'8.02.020 ind to provide for the public.welfare' The
General Use District is intended to ensure that publicbuildings and grounds and certain
.
types of quasi-public uses permitted in the District are appro$iately located and oeslgneo
to meet the needs of resid6nts and visitors to Vail, to harmonize with surrounding uses'
and, in cases of buildings and other structules, to ensure adequate light' air' open
spaces, and other amenities appropriate to the permitted types of uses"'
Type lll Employee Housing units may be permitted in the GU zone district subject to the
issuance of a conditionar rise feimit in acbordance with the provisions of Chapter 18'60' For the
pEC's reference, the conditional use permit purpose statement indicates that:
'in order to provide the flexibility necessary to achieve the objectives of this title' specified
uses are permitteJ iii certiin Ol'stricts subiLct to the granting ilf a conditional use permit'
Because ol their unusual or special chara-cteristics, conditional uses require review so
tnat iney may be lo.at"O property with respect to the purposes of this title and with
ieipectio mirir atfeiii on suirouhOing properties. Th'e r6view process prescribed in this
cndpter is intended io "rsrr"
compatlbility and harmonious development between
conditional uses and surrounding iroperties in the Town at large. Uses listed as
conditional uses in the various districts may Oe permitted subject to such conditions and
limitations as me iown miy prescriOe to iniure'that the location and operation ol the
conditional uses will be in accordance with the development objectives of the Town and
will nor be detrimental to other uses or properties. Wiere conditions cannot be devised'
to achieve tnese oOieciives, ippficationi fdr conditional use permit shall be denied."
The conditional use permit consideration of factors are as follows:
The conditional use permit findings are as follows:
The planning and En-vironmental Commission shall make the following findings before
granting a conditional use Permit:
1. Relationship and impact of the use on the development obiectives of the
Town.
2. The effect of the use on light and air' distribution of population'-
transportation lacilities, utiiities, schools, parks and recreation facilities'
and other public facilities needs.
3. Effect upon traffic with particular relerence to congestion, automotive and
pedestrian salety and convenience, traffic 1ow and control, access,
maneuverability, and removal of snow from the street 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.
1. That the proposed location of the use is in accordance with the purposes
ot the conditional use permit section of the zoning code and the purposes
of the district in which the site is located.
2. That the proposed location of the use and the conditions under which it
would be'op'erated or maintained would not be detrimental to the public
health, safdty, or welfare or materially iniurious to properties or
improvements in the vicinitY.
a
3. That the proposed use would comply with each of the applicable.
prouiiioni oi tn" conOitional use p'eimit section of the zoning code'
tv. rssuEs FoR DlscussloN
1. BuitdingLocation/BuitdingHeighWiewAnalysis
The building is proposeO on tne-eiit end-of the Public Works property' The building is proposed
along a natural Oencn are-a on mis l-oitlon of the site anO appdard to be the logical location for
this structure. Statt Oefieves tnii Line appropriate area ot the site for housing as it is located
tartnest away from the more industrial elements ol the site'
The applicant is proposing a buildingtreight of approximately 35'from.finished grade' For
reference, the High Density Multiple Family zone district allows up tq 4q'in building height.for a
ri.i"O iJriOri6'fig and th''e M;JiJm Oenslty Multiple Famiry zone district allows up to 38' in
6rilong Gight tor i stopeo-r6bt oriioi"g. s[att neiieves theproposed building height is
appropriate for this site.
The applicant has provided a section through the property shorrring relationship of buibing heig-ht
to elevation ol l-70. A view analysis was prepareO Oi me applican-t.-and will be presented atthe
hearing. The view anarysii;;iJ;; a plioto'grapns iat<en fi6m 3 different public locations along
V"if Vifi"V Diive. The froposeO structure was superimposedon the photographs at.the.proper
scale. lt is clear from this analysis that the upper lwo flbors of the structure will be visible from
this area of town. tt is d;;ldiftom this anatysis that the parking willnot be visible on the site
trom tne "public" sp"cet "c.iJ me vattey' Staff believes that the structure can be further
screened with addltionat landscaping around the building and along the berm'
2. Architecture
i-ne pe|, it iiCMarcn 24,1gg7 meeting, voiced concern over the architecture of the building-
lssues that were discusseb ln"frOeO, aI' "stepping" the building to breakup the roof elevations
anO ieOuie the perceived mass of the buildind;' anid b. providing decks or other features on the
ioutn etevation io proviOe iomL variety on th; front of ttie building and to make the units more
liveable.
The applicant has reworked the roof line of the building by providing aJlat section ol roof in older
to break the building into tnit i" perceived as two $r;ctJr6s. The lppicant has not provided
.
iecf.i or-tne OuifOirig. fne winOdws on the tront of the building have been staggered to provide
variety. Windows have been added to the north elevation'
V. STAFF RECOilMENDATION
Since this is a worksession to discuss the proposed conditional use permit lor fre Public Works
nJriing development tZ+ iype f f ieUUs), itatt witl not be providing a formal recommendation at
this tim"e. Staff'will, nowevdr, provide a iecommendation at the time of final PEC review'
I :bveryoneF€cvnemos\Ptbhous.41 4
?NISNOH gTgVqAOigV
TIVA dO NIO,,I sllta ' drrru' IuanlIrt
iir ilrrr $
$
!F
$F
tE
$F
$l
IF
sl[ffI
tll!I!
Iffi
5fI
tll
TTI
fli
lliiiil
t$lz*
tll
,,,
rtil
ITT
CNISNOH TTSVOAO{,{V
TIUA gO NIOT gmt,| ' mar|. 'I|l:Elrflr
'c'd ' slSiltlr)Uv Nos(nviloo )tuv,r uolJl
$
$lF $
l}tr
I
I
I
I
TT
II+t
i
It
iI
It
*
{'
{i
fi fi #\i|l
{i iF $i
I}
gNIS0OH 1ITgYgVO,{gV
TITA ,TO N,.O,,I rFtlr ' trfrt rur'|.lflt
'c'd ' slciurHcuv NosclvNoo )uvl| uolSl^
$l
I
sli
$li
@
{i,{i ilt
o
o
o
.l
{I
iI
o
2NIS0OH gTgVWOdtrV
TIUI IO lttal sEt|. mrru ' Iuslll(tv
'c'd ' stiEuH9uv )tuvn uolct
ll
iF $
ilr tl
fi$i
{i$
$|l
rrotlrlE E--*-arri-.--tH qlm
2NIS0OH gTAVqAAi,{V
TIYA {O IfcO,I
orr{ oorsEc '||..v
tn Et oaao r-d t t4i+46
SENOS JIOf,S
oF qoJtta
rtls slloll tH.l.il
cNrsrroH gasvcf,offv
lrvado r{m.or
it
3t
I
H
r1
_ll
{iil
IlItl t
ElI
E
(:) " ol ,|,,,,,dn, I
*lll,lliltlr
- m /u'' t't)'\
KffiK),\M U',':\
=$\P #''?l: "\
ffiN'",,'rlIHml|M ';5'$iri---ffi -A\n'
I
i
I
I
I7
"',\
\
ir[
ir ?-i
t--ll
t
d
I
iI
,,fiildll$fi|il$
r,:ad=n
\
\$
\t
\
)
-1^
.\
I
)
I
I
!-2rt ',{Llfl)t|l I l9ri IKSE tl =!rr,l i{lttl:ll
:' i1., !4
7,'t t l. Il;; i, I
/' ', lfiX/' ''\i/-,1
.\
L-
i\
)-.
(',ri
(:)
'€Y'a
/) -,." \
"i/ \ ,'-. r,t t\i \-\ ,'\-lr .
tt. 'i
i/
it
irl+;
I // ,t'.irI)
f * :l/l4L
\;i
li;'.
o
FILE
MEMOFANDUlII
Planning and Environmental Commission
Community Development Department
March 24, 1997
A request for a ioint worksession with the Design Review Board (DRB) to
discuss a conditionat ,r" p'.*it,lo arrow t*entyltour Type lll EHUs for seasonal
emptoyee housing, ro..t"[ii'i'ib-g viir Virrey Oriveileiittv described as (Public
Works Facility):
besinnins at th€ Northwest comer of Section 9, Township I Sgul!1319"-99:":l :f th"
S#h C;fi"'p"1 t,t"riOi"n tf'"n." S eg.gf '49. E i333.84 feet, along the North line olsaid
section 9, to a point on ill" nortrt"rrv right-of-way fence lins of Interstate Highway No' 70
thence along the northerty right-oi-iay"tence lin'e of lnterslale Highway.No.70 as follows:
s sz"+t'gg;w ats.82 fe6t; i'hence sig't3'02" W 1534.29 feet, to a poinl ol curvature;
thence 45G.43 teet on a curveio rn" iignt with a radius of 5580.00 leet, the chord of which
U""ii Seb;gg;38" W 456.30 f;t to a 6int on the Westerly line of said Section 9-: thence
J"p"rring tt'" northerly rigf i'or-w+i€ince line-oI Intersrate tlislYlYjo:I1Td,^9]131':9
rhJW".t""AV line of said Section g, trtorttr 00"8'21"E 565.1 1 feot to the polnt ot oeglnnlng'
Applicant:TownofVail,representedbyAndyKnudtsenandSusieHervertPianner: Dominic Mauriello
COPY
TO:
FROM:
DATE:
SUBJECT:
I. DESCRIPTION OFTHE REQUEST
This site is zoned General Use (GU) which allows Type lll Employee Housino units as a
conditionat use. The appticant is requesting "
conOft[n"i Ge'peimit to allofr tne construction of
ZtiWetttempoyeeH'iiJingU;is'atlngiupJrgWorkssite. Theproposeddwellingunitsare
intended to accommodate tn,if-own'JipuOtic Works) seasonalhousing ne-eds. The proposal.
consists of one-bedroom o*erling unid (e units at 459 sq' ft., 12 units at +es sq' ft', and 6 units
;i 490 aq. ft.). The dwetting unitJ are proposed in one, three-story structure.
The proposal also includes 29 parking sp_ace!, 2_of which are handicap parking spaces.. one of
the handicap parking rp"*lJr"quiLO for tni puOtic Works Administration Building. Therefore'
28 parking dp'aces are auiifiOfe toi ttris development. The parking reqYllqd for the development
is 24 parking spaces ton" ip"." p"t unit). Th6re are + gue'st spaces within ttre upper level.
b.rki'ig ;td. ine apbficanin.ii inOiCateb that additional guest spaces are available in the lower
level Public Works Parking area'
The proposal also includes a dumpster which is accessible ftom the upper level parking area'
See the attached applicant statement for more information.
II. ZONING ANALYSF
The development standards for the GU district are determined by the PEC' The PEC must
determine what developt""i ttitO"tOs are needed on a site sp6cific basis' The proposed
itanoaros are as presented on the site plan and building plans for the site.
Zoning:
Use:
Lot Sizs:
Standard
Site Covsrage:
GRFA:
S€tbacks:
Front:
Siles:
Rear:
Parking:
Gusst Parking:
Inlemal Patking
Landscaping:
Building Height:
General Use (GU)
Type lll EHUs
740,520 sq. ft. or 17 acres (entire site wilhout USFS addition)
Allowed/Requlred' Exlstlno Proposed
PEC 48,921 sq. ft. (6'67.) 5a'071 sq' ft' (7'37")
(w/admin. addition)
PEC
PEC
PEC
PEC
24 spaces required
0 sq. tl.
PEC N/A
908 sq. ft. (1trl.) N/A
PEc N/A
1 1,850 sq. ft.
8s'
500' (east), 1,000' (wesl)
90'
28 spaces (includes t handicaP + 1
for admin.)
4 spaces + overflow
0 sq.ft.
35' from finished grade (worst case)
N/A
N/A
N/A
N/A
Nots: 'r€quired by code for al olher zone dislricls
III. REVIEW CRITERIA FOR THIS REOUEST
The code criteria for review of such a request are provided for your information' Since this is a
woit<session, statf has nii aOOiesseO thd speci1c briteria. In addition to the conditional use
criteria, staff has lncruOeO tne pripoie ttatbtent from the zoning code, as we believe this will
help tire PEC in its evaluation of the request'
The Public Works employee housing is located in the General Use (GU) zone district' According
fo Seciion f e.30.010 bt tire zoning clode, the purpose of the GU district isr
"to provide sites |or pub|ic and quasi-pub|ic uses which, because of their specia|
characteristics, ciniol Oe +pro'priafdty regulated by the development standards
preiirioeo ov otniiion-ingTiitti[ts, irio foi which d'evelopment standards especially
[rescribed fdr each particular development proposal or dojecf are necessary to achieve
rhe purposes prescrloeJln Section r'e.Oz.OiO ind to pr6vide for thepubliclllStg;Jl^'
eeierdt Use bistrict is intended to ensure that public buildings. and orounds and cenarn
types of quasi-pubtic uses permitred in,tne'distlict iie acprofiriatelyTocated and designed
to meet the needi of residints and visitors to Vail, to harmonize with surrounding uses'
anO, in cases of buildings and other structures, to ensure adequate light' air' open
ipaces, and other ameiities appropriate to the permitted types of uses."
Type lll Employee Housing units may be permitted in the GU zone district subject to the
issuance of a conditionar
'rise
peimit in acbordance w1n ine provisi-ons of Chapter 18'60' For the
PEC,s reference, the conoitionar use permit purpose statement indicates that:
,,in order to provide the flexibility necessary to achieve the objectives of this title' specified
uses are permitteJ i';;d;il Oiitricts suOi6cito tne granting bf a conditional use permit'
Because of theilnrsr"f or special cnardcteristics, [onditional uses require review so
rhat rhey ,.y o. io.":t"o Jiorierrv *irn respect to ttlg purposes of this title and with
respect to their atflcii on suirrouhding ptoberties. Th'e rlview process prescribed in this
cnipiei ii intenoeJio "irri" Jompatiottity and harmonious development between
conditional ,r.r "ii *"*nolng btopert'ies in the Town at large. Uses listed as
conditional uses in the various districts miy Oe permitted subject to such conditions and
limitations a. tn" io*n tai pi"sciiOe to iniure tnat the location and operation of the
conditional uses will be in accordance witlrihedevelopment objectives of the Town and
will not be detrimental to other uses or properties. Wtiere conditions cannot be devised'
to achieve m"r" i'oi!"iv"i,
"ppli"atioris
f& conditional use permit shall be denied'"
The condltlonal use permit consideration of factors are as follows:
1.Re|ationshipandimpacto|theuseonthedeve|opmentobjectivesofthe
Town.
2.Theeffectoftheuseonlightandair,distributionofpopu|ation'
transportition ticirities, utilities, schools, parks and recreation facilities'
and other public facilities needs.
3'Effectupontratficwithparticu|arreferencetocongestion,automotiveand
pedestrian safety and ionvenience, traffic florv and control, access,
maneuuerabiiityland removal of snow from the street and parking areas.
4.Effectuponthecharactero|fieareainwhichtheproposeduseistobe
located,inc|udingthesca|eandbu|koltheproposeduseinrelationto
surrounding uses.
l.Thattheproposed|ocationoftheuseisinaccordancewiththepurposes
of ttre conOitional use permit section of the zoning code and the purposes
of the district in which the site is located.
2. That the proposed location of the use and the conditions under which it
would be'opbrateo oimaintained would not be detrimental to the public
health, saf6ty, or welfare or materially injurious to properties or
improvements in the vicinity.
3'Thattheproposedusewou|dcomp|ywitheachoftheapplicab|e.
provisioni oi the conditional use permit section of the zoning code.
The conditional use permit findings are as follows:
The Planning and Environmental Commission shall make the following findings before
granting a conditional use permit:
rv. lssuEs FoR DlscussloN
l. ButtdingLoetton/Buitdingttetgnt[byenalvsis
The buitding is proposeO on-tle-eaiiendof rne pu6fic fo-orLs propery' Ttre bui6ing is proposed
atong a naturat nencn are-a #iniJ-po-tiio" oitne site anO apOtgti to 5e the logical location lor
rhis structure. Statt atso Ojtieves this is tne appropriile alii of the site for housing as it is
ii;;;dd faith;staway from the more industrial elements of the site'
The applicant is proposing a building l"iq.hl,oJ.TPtoximately 35' fromJinished grade' The
proposed building appeaii io Oe sufistan-tiatty tebsin neignthom existing grade' however' the
appticant has not inoicatei ilfi6;Aiooi.n"ighi"ie'Tation' Prior to final review of this item
by the pEC,lre appricaniiviiii,io"li"ln.te-elev'fi;;;. Foireference, the Hioh Densitv Multiple
Famitv zone district atlows up to 48' in bui6ing h.i;ifti;;bp"d toof uuitoin-o and the Medium
Density Muttiple ramity zorffdistrict allows rp to ii"iiiirjitii'"'CI 6r a slSped roof building'
Staff believes the propos;d building height is appropriate for this site'
The applicant will be providing a section trrough.ilre property showing relationship of building
height to elevation ot rzri anO-iview analysis'prioiidtiriaf r6view in order to understand view
implications in the area.
2. Architectunl ComPatibilitY
The site is currently Oe"eilifieJ *iifiindustrial type buildings and administrative offices'
Therefore, architectural;;fi;a6'iiit wiin otnei'stiuctures-on-site is not necessarily.desirable'
The proposed building torm is i tnr6e-story structure. The building has been articulated by
providing substantiatotd;G;J;lOJ*riicn netp to OreaX-up-thdperceived bulk and mass of
the structure. A north etevation has not oeen proiiolo ano witt be irovided prior to final review.
of the proposa. no".uJiiiif ir ferJ concetheO iOori the north iide of.this structure since it is
not visible from other ptJpbtii"t otinJ fuOtic rignt'ot-way' Staff does.*lieve that windows may
be appropriate on the noftfr etevation f6r units on tne se6onO and third 1oors' Windows could be
orovided into the fitcn.nJ"nO battrrooms in these units which will allow additional light and air
itito'in"i" Oretting units, thereby increasing the liveability ot the units.
Staff also believes that decks should be considered for the south elevation' Even small decks
would increase tne tivea-Oitiiy oi mese units as teil as providing greater architectural relief on the
building. These issues ino,]fO G JOOressed by the adplicant pribr to the final PEC review'
The applicant should also provide an indication of the proposed buildingmaterials lor this
Otue]6irent prior to tinaf FeC ieviet. n lighting plan'anb color samples will be required as part
of the DRB review of this Project.
g. SiteCoverage/LandscapedAreas/LandscapePlan
Site couliige on thfs si1' l;qJii6 bw. The proposal'will increase the site coverage to 7 '37o'
There is also extensive'flnOjcape atea on t'his'property. Slatf believes that the amount of
landscape area and site coverage is appropriate fdr th6 entire site, given the uses found on-site'
The applicant has not submitted a landscape plan. A landscape plan will be required prior to.
tii.,irEi[ir oiini pid. -star
oetieues suistdntial trees snouid 5e located near the front of the
building to help break-up tn. t"Joitt e building and to also help soften the area since it is
located within an industrial complex.
4. Parking Lot LandscaPing
The proposed parking foiOo"i nit conform w1h the requilements of Chapter 18'52 "Off-Street
parking and Loading.' nitii,-u-giiihe-pi-C is m,e Oeierminate of the development standards for
projects in the cu ron" oifti6i, siatr oetieues that certain standards, as they apply to all other
devetopments in tne rownl ar-ri, "fpryp
this devetopmenr and !he,GY,gislrict. staft believes
rh;t "iti;iiilg requiremJniJrounf in Cnaprer 18.52apply to this development.
specifically, section 18.52.080 "Parking -standards' (F) requires that "not less than ten percent
of the interior surface area ot unenclojed off-street parking areas.c9nt3ill.S fifteen or-m-ore
paiiing ipaces shatl be d"";bd to tanOscaping.' The intent here is to break up the mass ot
pavement by tandscape lidiJ"nO v_iggiatiill in orOer to lessen the negative impacts of surlace
parking areas. This rt"ni'"1i it ilpti&-io att private developments in the=Town of Vail (i'e.'
recent Safeway remodetf;nO n"n-.!, shou6 de appfieO to pitOtic Oevelopments as well' The
Pubtic Works Oepartmeit contenOJinat these laridscape "islands" make snow removal less
efficient and therefore Oo-not tisn io provide these lanbscape qr.e.a:. Again, this is a current
standard being applied to all other developments in tre Town of Vail and there are no unique
ciriumstancei n6ie wnicn prevent this landscape application'
5. SnowStorage
The site plan shows areas to be used for snow storage on-site. Jle areas identified for snow
storage in front of the building appg3r to Oe somewhifinappropriate for storing snow' Storage of
iiow"in these areas wiff
'afe&
vIJOifitV ftotn tne lower uniis as'well as cause conflicts with
peOestrians. Stafl recommenOs etiminating these snow storage areas and providing snow
storage elsewhere on the site'
The current standard being applied on private developments is-that snow storage areas shall
equai so;z"bilne paveo itiiline oriv'ewav ano pa*ins ry1qlT:.9^9"^"l9P.T:t^.":q,Y1 .^o o.,
approximately 14,705 sq. ft. and the proposed snow storage areas equal approxlmalery z'cuo 5q'
ttiif 7y"1. f n 6rder to Oe'tonJisient * iitn tne application ollhis requirement, statf recommends
that x1e site either meet this iequirLment on-iiie or provide a management solution of removing
snow from this area.
6. Retaining walts
i-ne proposeO plSn will contain several retaining walls. The standard applied to developments in
me fown (in aicordancJwiin Section 18.58.02-0 "Fences, hedges, walls' and screening") is a
ina*imum nebht of 6'roi illiining ttatts. r_ne Town also r9guiie.s..qn Engineer's stamp on the . ...
Oeaii ior'r"tiiiing wals. ii" efiAistiLt (Section 18.36.060 "Additional development standards")
teluirei compliaice with this standard. Fiowever, the walls associated with the dumpster
entfoJure artiappropriate in-oiOer to screen this ficility and will be incorporated into a structured
enclosure with a Pitched roof.
7. Soltd Waste DisPoal
fne pan provides for th6 tocation of a dumpster for this development. Staff believes a detail ol a
trash enclosure should b;pr&ided piior to'me final review of this item by the PEC'
Consideration should be given to "bear-proofing" the enclosure'
8. Open SPaceand Reqation
The majority of rhe publt works site is industrial in nature and therefore has limited opportunities
for open Space or recreational facilities. However, there is an existing bench area to the nolth
west of the buitding tn"ini. nitloiicaf fV Ue useO iorvolleyball and otder activities' The proposed
site plan shows accessio tnis area anb notes the area ai "open space park"' Staff believes this
areaisnouE be improved, landscaped, irrigated and maintained in order to encourage use as a
G
,*ffif,
passive recreation area for residents. This alea should also include picnic tables and grills lor
use by the residents. C";;id"t;td;snoutO atso Oe given to providin! grills close to the building
for use by the residents'
The North Trail is planned to pass through this property. Staff. be-lieves that provisions should be
made to provide a p"O"Jia-n'connectio; from this'residential building to the trail'
9. SifeAccess
This site is accessed via the tunnel below l-70, This tunnel is a constrained roadwaY wit!-aridth
of 20,. ldeally, this accesi should be wiOer, however, io *iO"n this tunnel, il allowed by GDOT' it
woutd be very cosrty. sra:r li,JiiJappri.il.tt *irr bJ iequired ro .ggldltl*ith cDoT in order to
determine Frontage Road access requirements. aiine irroject becom,es more formalized' As a
oeneral rule for mis site,
-C6-di *iif rEquire additional irirprovements (i'e" decel lane' accel lane'
i"",iffi ffi;,'"td ii'iiL nu,.,.,Oer of vehicte trips ire incieased by more than 20Y" on this site'
CDOTs analysis is more complicated tran exptaineO nere, Out tnis gives you a general idea of
the potential requiremenis-.-ifie appficint nad inOiCated mit mey have verbal approval from
b-O5i foitne 2i dwelling units wiihbut additional GDOT requirements.
The tunnel, as it exists today, causes access problems and is somewhat dangerolq 91"{ !t
concerned aOout increasiiifitti. tnorgh thii tunnel in its current configu.ration' Staff believes
that a better management plan can be developed- which may include additional signage.and
.
warning tights to pr"u"ni'niisi"it'N t'l,J^t,1L ,. The existin! minor andJlashing lights do not
iunCtioi w-e1 and'shoutd-;;ilF;;d. Staff believes ttre applicant should address this access
issue prior to final PEC review.
10. Pedestrlan and Bus Acces
ns exptaineO ibove, the accesslniougn this tunnel is less than perfect. By providing housing.on
this site, the EHU o."rp"nG ,*Jt nirie safe pedestrianlbicycle'access through this.tunnel' .The
roadway is 20'wide, notever, tnere is spacebeyond the su'pport columns for the bridge.t!igh.-
;ppili to prouioi ioeqliie id6tioi i?;i w'gf. peoestrian path on one-side of the road' statf
leels strongly tn"t
"or"'i""ommodation
should be provided'for pedestrians through this tunnel'
Staff believes tnat a siOeiatk sh;rld b; piovided frdm the intersbction of the two proposed
parking areas to the North Frontage Road.
The persons occupying the employ€e frgu.sing q1y rely on public tl?rylt9 oet around Town
(probably more so than the general public).-Statf 6as i coticetn with the adility ot fiese. EHU
iccupinis to find convenieni Oui iicess.'Staff believes that consideration should be given to
6;;tid ;bir Jop on tneFurii erioge. The bus currently stops on the bridge to make a turn
onto the North Frontage Road.
ll. EnvironmentalHazards
n iorrion ot the pubtic WorK site is located in a High peveLV Rgcl{?lllazard and Debris Flow
Moderate Hazard. rne iroi|ido site tot t e housiig is not l6cated in the identified hazard area
and staff has reviewed ;&;fiilt hazard report w-nicn states that the proposed housing site is
not aftected by the hazarfi. A tinat hazardrepdrt witt be provided prior to the issuance of a
building permit.
o
12, tlistoficalResourc€s
There is a remnant or an'oiiiog cabin on the site. This structure may be- from the turn of the
century. Staff believes m6ipticantghould research the historical significance of this structure
and, if warranted, preservi lfii! itructure on the site or perhaps in the proposed open space
area. This research tnojfO o.cui'Oeiore tne finaf FfC'review of the pioject and should be
performed by an "experf ii ii-tioii. pr"servation ot N"ow.-Afternativeli,.if the cabin is located in
an area that will not be atlected by the development, tneti tne cabin.cotild remain as is' The
applicant shallverify tn" io""tiJn 6f ftliaOln inO inifuOe it on the site plan and grading plan'
V. STAFF RECOMilENDATION
Since this is a worksession to discuss the proposed conditional use permit for the Public Works
housing devetopment (r;tfi;iliEi-ur), 5ii[*iiilibe providing a formal recommendation at
this time. Staff will, however, provide a recommendation at the time of final PEC review'
fi bveryonesec\memo8tsubhous.324
_ffi
'f, d Si'f,illl'iJdr N0S0IYN00 >i'in bOlJ ^ :1 L91
a
E
o
E
E
I
5
\'
88;l<' f l.frt! tEHile s*r^3
i:|:;ili.i xr-.P !ii3; $Fi?
@w
'*J
r"'---,
oI
0qwo702 qrlvA
ZJ,IS SXYA{ zngnd
goslri 9.r...-r - tanrrjltr-v or llis't'd sll3trHf,uv Nosqw'.1oo xuvril lo.lll^
t;2
iF<{
t5>tlF6
=rt;
6r
.l6<txl
;lF6
L
dl. p*
ilili
=
1
s
EiqF
{t
8E
F6
liI Oa
.l ie
El:5i
3ti i!
EliEillr L6
t:
6ti
sliol.
ti
6ti
uli
=3
i5
=i0::I<tt
FI
>-tF6
EI :
4l +
61 9:gl !:
rt ii rFl. G::l: it
Hl! si
!rl: E :slriE
I
I
6l
il,:li!rl!
?tiul.
I
9t
th!t:,!ll
Ilisrj:
itii: !; r:r{l d0r.is s)Ec^ lr.lEnd
l..o | 1v I iicdsNY!ir t :qrc j: _ r:,.,_:;:_:
@---_
rtl
.. '.',/ 7
9NrSn0H
i.
-vrru l
aI
,!
"t ,(
!:,oi ii i
E-!* iiiri
riii' i i-::::
ii ! + +i$:!!
ii :!r!-'i..I lt: !iI r "': II i r i i! ri
:i lt,i j'
ti-l-l :l ! i:
'ir
a
i :i ':i !t
ir! 3i:j,!il!; iili i it: i ! ? I f,!''l! t !'irf.
+ li I F-\, ,-( "
-l
I
!l
I
{
.t
t-t
ii
tii:E:
=
{i
<.r
.1 .
-t:
f
I'lt,
at
(\
((
)
,l ,il',
l,ll,:l', \a t\
-.1
iii i
u I' i.: ;;
\"fr
\\, i
To:
From:
Subject:
Date:
Memorandum
Dominlc Mauriello, Town Planner
Andy Knudtsen
Susie Hervert
Conditional Use application for conceptual review
February l0,l997
5.5 The existing employee housing base should be preserved-and upgra{ed'
Additional ..proy* housingieeds should be accommodated at varied sties
throughout the commrmitY.
6.1 Services should keep pace with increased growth'
6'sServicesshouldbeadjustedtokeeppacewiththeneedsofpeakperiods.
I. Project DescriPtion
The proposd seasonal housing dwelopment yrll be located immediately east of the Public works
Administr"ation building. rn" -no.i"itttution builtling is located at r309.Vail valley Drive on an
unplatted parcef. e so.uey nasieen included to further ctarifr the location of the project'
The development comprises of one building, three stories high, with 24 units -- l8 of these will be
480 square foot studio units and 6 will be 586 one bedroom units. Please note that the smaller
unit can be built out as * oe* n*t plan or with a dividing wall separating the living area from
the sleeping area. A parfini lot will ie looated south of the building and will include one parking
space for each unit, an;;ribl. space (handicap), and three guest spaces. Atl rmits on the lower
floor will be handicap accessible. Duing evening hours, additional guest parking is available in
.
the spaces provided for Public works op-erations-during the day. A staircase has been included in
the design to allow o"""r. to these spaces. A dumpsto has been locatednext to the stairs' which
*itt U" iccessible from both the upper parking lot and the lower parking lot'
II. Evaluation of Conditional Use Criteria
Reladonship and impact of the use on the development objectives of the Town'
The development objectives of the town, as articulated in the Land Use Plan, call for this type of
development. Policils 5.5,6.1, and 6.3 support affordable housing of this nature'
The need for additional employee housing units has been a goal of the commrmity for many years'
The Town Council has identified thre. ,.it-, within our oJmmunity which should be served with
housing:
I -- families and individuals looking to brry homes;
2-- seasonal wage eaxners needing local rental apartments; and
3-- year-round rinters looking for homes within the Town'
The first two projects the Town has done (Vail Commons and Red Sandstone) address the first
group listed above. In an effort to meet as many needs as possible,lhe current project targets the
needs of the second g.oop. W" trope to providi housing for the third group at lato date'
concerning the provision of services, this project will directly improve the Town's ability to
;;"id. buii" se,1,icer. in. r"*" rri.., uppro*i-utely 90 seasonals each year' Recently we have
had difficulty filling all of these positions. For example, the bus department experienced . .-.
shortages during the 95/t6 ski ,"^oo. Although the town was wiiling to pay overtime' it still
couldn't fill enough positions to maintain serviies and as a result had to cut back on the frequency
of bus service. rni, y"ar, un"t raising wages for bus drives, the Town is still short 3 - 8 drivers
from the total 59 needed each season to fully serve the oommunity'
Residents who will receive fgst priority for this housing will be the Town's seasonal workers' If
other units are available, t ff pt"**i making the units available to year-round Town employecs'
The third tier would be "iii"i"-pf"y"", o"oikiog for other employers (zuch as CDOT plow
drivers). This priority fiJ is sfigdly aiferent than what Council has approved in the past (year-
round TOV workers t ane been idded.) The applicant team plans to present this to Council to
veriff that they concur with this modification.
Efrect of the use on light and air, distribution of populstion, transport{tion facilities'
utilities, schools, parks and recreation facilities, and other public facilities and public
facilities needs.
The project will have a beneficial effect on the facilities listed above as they will be staffed with
more employees than are currently on-board with the Town. The impact to these facilities by the
24 occupants of the project should be minimal.
The plan does include an on-site park area for the residents. The bench known as Buzzard Park
will fe graded and planted in a way to provide some useable open space for the residents'
Bar-be-f,ues anA voUeyUatl games are eiamples of the uses residents may enjoy here'
Bffect upon treffic, with parttculsr reference to congestion, eutomotive an pedestrian safety
and convenience, traffic flow and control, access' maneuverability, and removal of snow
from the streets and Parking area.
The applicant team is proposing several modifications to the site to improve traffic congestion and
;f"tn'tnr cunent level of auiomobile and truck traffic generated by the Public Works site could
be handled in a safer way. Thus, in conjunction with thelousing development, the Town Council
has included funds to improve the safety of the tunnel, Traffic ginerated by both the housing and
the existing facilities will benefit.
CDOT may require safety improvements on the Frontage Roads. Staff will be having a pre-
application meeting with CDbT staffon tuesday, Marih 18. Depending on the requirements of
cDoT, and the concrurence of the Town Enginier, accel or decel lanes,will be added to the
Frontage Road. The applioant team understinds that the PEC will need to know the final design
of the ilprovements (iiinv) prior to making a determination on the Conditional Use' The
applicanitearn will work wittr COO1 to make their decision prior to a final PEC vote'
Effect upon the character ofthe area in which the proposed use is to be located, including
the scali and bulk ofthe proposed use in relation to surround uses'
The applicant team believes ttrat the key issue on which to focus is the visibility and quality of the
oesign, as seen from the neighborhmds around the project. Early on in the process, council
apprlved the givens for the development, which included the following statement:
Although the existing berm along I-70 screens much of the Public works day-to-day
operations, ,o-" o, u'll of the housing may be visible above the existing berm after
construction.
The staff conducted an open house on February 17 , lgg/ and comments from that meeting are
attached for your review. Two options were presented to the public' A 24-unit options (quite
similar to what is being submittei at this time) and a 42 tmit option that included a cantilevered
parking garage. Both options included tlree story buildings. Most of the comments from the
public-that aiended the open house expressed a preference for the higher density' Several
comments from TOV staif expressed a preference for the lower density. The visibility of the
development was not a srgnificant concim of the public, which could have potentially affected the
height and/or density. Nelghbors attending the open house said that the visibility of the buildings
woild not be a problem, if the architecture were nicely done and the parking were screened'
Notwithstanding the interest in the higher density, the lower density plan has been selected due to
constains such as budgets and accesJ. The architectural design incorporates variety in the roof
line and the southem elevation provicles relief and interest, when viewed from the neighborhoods
to the south. The parking tot witt be construction at elevation 8254 to 8258. The elevation of the
top of the berm is 8258. The berm is planted with.trees, thus there are an additional 15 to 20 feet
of screening on top of the berrn fne site plan designer has located the-^O:Ttnt parking lot behind
a landscape-island, allowing more landscape material to screen the parkec caxs'
The applicant team believes there was some concem by the neighbors ttr{ fow
quality industrial
type materials would be used on the housing. As this is not the case, and due to the interesting'
"Jign
q""fity architectural design, we believe this criteria has is met'
IIL Zone Check
The site on which the development will be located is zoned General Use' This zone district allows
Type III Employee Ho*ioJtj"its as a Conditioaal Use. The zoning standards for this distict
are not predetermined as in-most zone districts, but are established in a case-by-case basis by the
PEC. The zoning standards to be determined by the PEC for any conditional use in this zone
distict include lot area, setbacks, building height, density confol, site cov_erage, landscptn-e.anj
site developmenl and parking and loading. on the other hand, the Type III EHU is defined in the
ZonngCode under Section |3.SZ.OOO 1g). Sach of the standards in that section are addressed
below:
The conditional use application is enclosed'
fhe parcel on which ihe proposal will be constucted meets the standards of this
paragraph. tL __.Th";ii" will be counted as .5 for density calculations; however, since there is no
predetermined density limit in this zone disffict, this point is mute'
il. ,qu*" footage or tg ortn" units is 4g0 square feet. The square footage of the
other 6 units is 588 square feet.
Each dwelling unit will have kitchen and bathroom facilities'
None will have more than 2 bedrooms. Most will be studios'
Ocoupancy will not exceed two persons for each dwelling unit' We anticipate that
l8 will have a single occupant and 6 are sized large enough to accommodate
couPles.
8- One parking space will be provided for each units'
g - 13 The develoiment will cornply with these provisions now and in the future.
IV. Netural Hazards
The site has been studied several times recently, as the Publio works Bus Barn and Adminisfation
Building have been slated for expansions. Thi Bus Bam is currently under construction and the
Adminiitation Building is schdded for expansion during the summer of 1997' Arthur Mears
.;;t t"d a comprehen=sii" tt"ay "f
tn" .oiir. Pobli. Works site in Decenrber of 1994' Most of
the report deals with the western portion of the site. A separate one page report, dated July 23,
1-
2-
3-
4-
)-
6-
1
lgg4,wascompletedbyArtMearstoevaluatetheimpactsofnyar{sto{eAdministation
building, which is forut"a on tl" eastern portion of the site. In that letter, Mr' Mears stipulates
that:
1- The hazard does "not constitute a significant hazard to people;" however'
2- A trench berm is required for the exfansion to the Administration Building'
3- once the proposed iiversion structure is constructed, it will bring the site into
conformance with the Town of Vail zoning code'
we believe that the improvernents required for the expansion to the Administation Building will
also adequately protect tle bench available for the housing development' Art Mears confirmed
this understanding with nr*i.* of the proposed development, the existing maps of the Town,.
and surveys of the area. A letter from him is attached to this application' The Applicant team has
scheduled him to conduot a site visit once the snow nas melted to confirm his understanding' His
updated review will be provided prior to building permit issuance'
IV.Process
We propose to follow the schedule shown below'
should be planned any differently.
PEC application deadline
PEC/DRB worksession
Status report to Council
PEC finalhearing
DRB hearing
Grading permit submitted
Grading permit issued
Building permit submitted
Building permit issued
Occupanry
Please letus know ifyou believe the schedule
March 17
March24
March 25
April 14
April 16
Late April
Early May (approximately 7 days after submittal)
Late May
Early June (approximately 21 days after zubmittal)
December I
,i
FtLr coPr
2. A request for a lolnt worksesslon with the Design.l9Yi9*- Board (DRB) to discuss a
-
conditional use permit, to allow twenty-four Typdttt gHUs. tor.seasonql employee housing'
tocated at 13Og Vait Valley Drive/legatry OesciibeO as (Public Works Facility):
Planning and Envirormestal Conmission
Minuies
March24. 1997 L
beginningatlheNorthwes|cornerofSectiong,TownshipSsouth,RangeS0westofthe
Sixth Princiial M;ilil iil;" S eg"gt ZS" E i3g3'ea feet, along the North line of said
section g, r[ "
poi"t o" the northerly righrof-way fence line of lnterstate Highway No' 70
thence along itianortherly right-of-way-fence linl of Inlerstate Highway No'.70 as follows:
S 67%1'33"'w +is.eti"6t; ihence si8"t3'02" w 1534'29 f€el' to a poi of curvalure; ' '
rhence 456.4C t""i on " "rr" to the rigfrt with a radius of 5580'00 fest, the chord of which
bears sg0"33'3g" W 456.30 feot to a point on the westerly line of said section 9: thence
aeparting ttl- nortfrerf y rigfrt-ot-way lence line of Interslate Highway No' 70 and following
rhe Wese1y line oiliiO $*rion S, tlorth 00"8'21'E 565.1 1 fest to the point of beginning'
Applicant:TownofVail,representedbyAndyKnudtsenandSusieHervertPlanner: Dominic Mauriello
Dominic Mauriello gave an overview of t|e staft memo and the discussion items would be
addressed one bY one.
Andy Knudtsen, TOV Housing Division, gave some background. and.said.that 30 people attended.
in" 6pdn r'-drie in reoruir-v.'"ne saiJ rnE pqotictavoreo i'he higher density and Public Works staff
wanted the lower density. i'{e said 24 uniti naO been approved by. Council and CDOT' Andy said
concerns were expresseO aOouiparf<ing, but not the height of the building' He said that mqst
people in attendance "t
tn" op"-"-nord-*et" fine with tie proposed development, as long as the
brciitecture was high quality, and visibility was not a problem'
Mark Donaldson, the architect, said the height was slightly over 35''
Greg Moffet asked for any public comments. There were none'
BU ILDING LOCATION/HEIGHTA/IEW:
John Schofield said he had no problem with seeing the building and that the density was
appropriate.
Gene Uselton said he had voted lot lhe 4zunits and asked if another building could be added
later.
Mark Donaldson said it would be more costly later, as they had made decisions based on the 24
unii scneme and the limits of geologic hazaids were pushed now with this scheme'
Gene Uselton asked if this was Type lll housing and if they could be sold.
Andy Knudtsen stated that theoretically they could be sold.
Gene Uselton asked if the development would meet the Fair Housing Act.
Mark Donaldson said that all the boftom units were handicap-accessible. He said the other two
levels were required to be handicap-adaptable to comply with the accessibility laws'
Greg Amsden said the visual effect was a problem with the solid roofline. He said he would like
to s6e stepping down to create a view to the east and break up th€.ridge line. He said it was
visible from the l-70 coniOor ind the golfcourse. Greg also asked the applicant to provide some
visual maximum on a site visit for the next site visit.
P'lanning and Environmental Commission
Minutres
Maroh 24. 1997
Ted Hingst suggested open stairwells, as those that are fully enclosed generate noise problems'
Mark Donaldson said they were covered with an opening to the south. and needed to be
;il;"d btifu Fte Code. He said thar each stairwell-served a total ol 6 units and would not
become storage areas.
clark Brittain said he would have preferred more units. He said he talked to.people on the golf
.o"iiJii,O e"lryone said they hdd no problem with this projqct: as long as it was not an
;t;;;;". He Jgieeo wilr d'ieg Amsoen ttrat the roofline hedoeo work' He suggested that the .
piint cotors an! choice ol mai6rials needed to make the building disappear and become paft of
the landscape.
Mark Donaldson said stucco, wood and asphalt shingles in muted, blended tones would be used
to work with the hillside. He said strong uses of coloi were needed to articulate the various
forms and not make this look like an employee housing block'
Brent Alm asked to see the height section that Mark had and he asked if the landscaping berm
hid the building from view.
Mark Donaldson said the berm shielded the parking and lower portion of the building from view'
He further stated that the trees planed on the berm help screen the bulElng.
Brent Alm said some screening needed to be done.
Mark Donaldson said statf had requested eliminating some snow storage in front of the building
in order to provide more landscaped area.
Brent Alm agreed with Greg's comments on the roofline; that a 1' step would be lost in the scale
of the building.
Mark Donaldson said they will minimize the breaks for maintenance purposes and create larger
steps.
Galen Aasland encouraged big steps on the roof, as it was extremely visible and it needed as
rrJt' rt"pping as possi6te. Hl asired if the east units could be accessed from the lower level
parfing. ffb siiO hb didn;t want it to look like the Summit County-type buildings you see lrom l-70.
Greg Moffet said he had nothing significant to add regarding the bulk and mass'
ARCH ITECTU RAL COMPATIBI LITY:
Dominic Mauriello said the site was industrial and this building was compatible with other
multiple-family structures in the Town. He said staff felt windows should be placed on th.e upper
floori of the nbrth elevation in order to make the small units more usable. He said that decks
should also be considered to make the units more liveable.
Greg Moffet thought decks would be used to store kayaks-
Mark Donaldson said the architectural approach was an intentional departure from the industrial
nature of the buildings. He said he was'5eing careful with the allocation of dollars and that
inieiio, watt space wis important. He askedl the PEC would entertain using lesser materials on
the back side.
Planning and Environmental Commission
Minutes
March ?4. !997 3
Brent Alm said that T-111 was unacceptable as a building material, based on the design
guidelines.
Mark Donaldson said that decks would amplify the repetitive nature of the building with.a
checkerboard ettect. HJsiio oect<s were i quict< access for storage and people would.not want
io see mis storage tromlne lnterstate. tte sdiO, regarding the liveability, there were walking
paths and volleyball courts'
Ted Hingst had no comments on the architectural compatibility'
Clark Brittain said this was more upscale than he had anticipated and he had no problem with it'
He said decks had limited use and just collected snow'
Brent Alm said the approach to simplicity was good and there were light and shadow variations'
HJitiougnii batconi'here and there would add to the articulation on the front.
Mark Donaldson said windows were staggered at different elevations.
Galen Aasland supported stucco. He also said no T-'l'l1. He disagreed with the DRB regarding
me io*piriOitity. 'tie thinks the building should be steqped down_ and he didn't feel it was
cohpatibfe with the alpine mountain-tyfie architecture; just an autonomous building'
John Schofietd said atong wifr Adventure Ridge, the Public Works facility gives. off light. He
itateOtnat a ligh1ng ptari*as important, as tifht coming from other areas on-site was an issue
to be addressed. He
"greed
ritti Galen'that ii needed iome decks. He said the decks would be
used, as they would have sun.
Gene Uselton said decks would be nice, but it would not be nice to watch l-70 go by. He asked if
pseudo decks were considered.
Mark Donaldson said that was a good point.
Greg Amsden said stucco was good and that the end units could use the decks and they could
.
Oe iiterdispersed. He lelt the c6ndo decs would govern them not being.used as storage. He felt
inytning aipealing should be added to encourage long term.rentals, as it would be an asset to
thd fown.'He said a model of the development would be helpful.
Greg Motfet said windows would sacrifice livability with wall space so he was inclined to go with
wall6 over windows, He said no to T-111, but he would be in favor of a high durability' low cost
material for the north side of the building. He liked decks, but there would be a view question on
the 2nd level and he asked how to prevent decks from being used for storage.
Mark Donaldson said there were outdoor storage areas available with this design.
Brent Alm asked if any mechanical projections would be visible.
Mark Donaldson said venting would be grouped together under a cupola on top' He said the
kitchen and bathroom vents would be in the rear'
Brent Alm asked about any chimney projections.
Planning and Environmental Commission
Minutes
March 24. I 997
Mark Donaldson said lighting in the parking lol would not overflow off-site and the stairwells
were recessed with tightin;'loind O"if to tfie building. He said that balcony lighting would be
shielded.
Dorninic Mauriello said staff would require commpliance with the Lighting Ordinance'
Mark Donaldson said he made the parking lot available during the daytime when the tenants
*"i" gonJino activities were highest on the Public Works site'
Dominic Mauriello went over the remaining issues'
TTEMS 3-12
Mark Donaldson explained that in a commercial parking lot, snowplowers-wanted to get in and
our as quickty as possiOtil !iil" tnii-*iJ i mixeO usel they wouid need a variance from the
10% interior landscape rA*et";i;f tne parfing loi' He saiO they were willing to provide the
amount ol landscape ratiriirr tor aestnetics, uuine would like to keep it simple for..the
snowplowing efforts. He said snow storage was removed from the front of the building'
Susie Hervert said there had been long discussions on the landscaping and theydidn'twant to
,
get in a haul-out type situation. Sne siiO sno* ,etoual in this locaiion would be low priority and
the landscape istands *![fti "
good ut" of dollars. She said to focus landscape in key areas
and keep the parking lots open to get in and out' Sne saiO from experience that it would take 2-3
days aftbr a large snowstorm to get it cleared.
Mark Donaldson said it became a question of convenience with maneurving the plows'
Susie Hervert said it should not be made confusing for residents with signage, etc. She said all
unit parking and guest spaces should be in one area'
John schofield was opposed to this treatment being different from a pliultg developer' He saj{
ta;ercailg in tne p"l.iing tot netOLO io be looked-at and that snow storage could be factored in'
ie said'a lirge exianse 6f asphalt would be viewed from the golf course.
Mark Donaldson said it could be seen when traveling westbound on l-70.
Gene Uselton asked if the PEC was obligated to stick with the ordinances.
Dominic Mauriello said yes, regarding ordinances which were applicable to this zone district' but
landscaping was a stan-dard the PECcould set in the GU Zone District.
Gene Uselton said we needed to be fair to the Town's budget. He said he would be inclined to
economize and try to OuitO employee housing as nicely and- cheaply as possible, if we had the
right to do this.
Susan Connelly said that the planners were following the line that,all.projects should be treated
the same, however, emp]oyei norsing should be treited differently if they were exclusively
iirpf|ieei nousing unitsi
-Sne
said em-ployee housing was distinctly mentioned on the Community
Sufui and to mike it happen as quickly as possible was desirable'
Planning and Environmental Conmission
Minutes
March 24. I 997
Mark Donaldson said this could be treated separately if it was exclusively employee housing and
that there were not a rot oipriuii" sector Oevbtopers Ooing this. He said there were very.few
ipdo'liu"iti6i ror itrorOaOii'riouJi"gitd ne wouiO appreci-ate keeping costs under control'
Mike Mollica mentioned that staff was beginning the process of overhauling the Employee
Housing Code.
Dominic Mauriello said a stigma of ernployee housing still existed from the 60's, 70's and 80's'
Gene Uselton said we needed to bend to make this possible'
Greg Amsden said the code had not changed yet and the TOV was looking to create an asset'
He said that the TOV could sell these later on, so an asset had to be created' He disagreed on
t,ittrg bick inO saiO *e-ne6OeO to toot< at the long term asset. tle felt as long as there were no
chilctr6n or pets, the expense of bear-proof containers was not needed'
Ted Hingst agreed with Greg Amsden that if the.Town sets rules, then the TOV should follow
tnoie ruf-fes, h-owever, meie EnoufO be some middle ground. He feltlhat there should be
itternatives ro the islandJ in tne miOore of the parking lot or more effective ways to landscape'
Clark Brittain agreed with John and Greg Amsden by not starting a precedence in allowing the
TOV to do what we Oon'ialow frivare dlvelopers td Oo' He fetithat we were not looking at the
ten"nts point of view, just the golf course o\ /ners. He said tenanis should be made to think they
*"ie firing in i nice piace, meiefore, he telt the extra cost to break up the space was warranted'
Brent Alm agreed with Clark and Greg Amsdel in that until the code was changed, we needed to
stick with the current zoning cooei. "He felt it important to getsignificant evergreen trees on the
south elevation and east Co-rner and the numberd of plants lnO catiper sizes seemed light and
needed to be PumPed uP.
Galen Aasland said there was sutficient parking, but minimal landscaping' He would like 2-3
"p""fr inlroni ot tne OrifOing to Oe conuerted io landscape areas. He also felt this couldn't be
treated differently.
Greg Moffet said a General Use (GU) District could be addressed differently and this requ.ired a
,r'qir. use- He said it wai fortuiious that ernployee housing was being proposed in a GU
OiJdlci. He saict to forget lindscaping in tne parking lot, since there was a greater .de-al _oI- -^,. --
flexibility. This zone district permitted the PEC to determine what was an approprlate' enectlve
loophole.
Dominic Mauriello stated that he thought since this housing development was occurring in an
industrial complex, that the challenge-was greatel to make tne uses compatible' He said more
Ouffering anO iestiretics were impo-rtant to allow residents a high quality of lile'
Greg Motfet said the cost needed to be kept down, so bus drivers would be lining up for a job
with-low rent. He felt there would be recre'ation areas on-site to solve the problems of the
parking lot.
Mark Donaldson said this was a discretionary review, however, to keep in mind that the Public
Works Department next door would be maintaining this.
Susie Hervert said the landscaping between the buildings was the landscape island'
Planning and Environmental Commission
Minules
Mtrch 24, 1997
rt'"
PEDESTRIAN ACCESS
Dominic Mauriello said that providing a bike path on the other side of the columns should be
addressed, as well as another bus stop before final review'
Andy Knudtsen asked about the level of demand that would require a bus stop'
Susie Hervert said most of the people living on this site would be bus drivers and would take
their buses out from tne yarO oi caich a OuE irom ihere. She felt with only 24 units' the demand
would not be there to warrant a bus stop.
Ted Hingst had no comments.
Clark Brinain had no comments.
Brent Alm said a pedestrian bike path under the bridge would be good'
Galen Aasland agreed with Brent, as tenants in the summer would be biking to Town'
John Schofield said there was an unotficial bus stop there now for the people who work there'
He said that when the new bridge was construded: a new bus stop was to be put in and that
hadn't happened.
Gene Uselton agreed with John.
Andy Knudtsen said a westbound bus stop would be a challenge'
Mark Donaldson said it would be hazardous to cross the street'
Gene Uselton asked if anyone had talked to cDoT regarding an on-ramp to l-70 at this location'
Larry Grafel said CDOT looked into it, but not favorably, since here were no funds. He said
there had been no movement on it.
Greg Amsden said it was a necessity for a pedestrian walkway.
Mark Donaldson said documentation ol a "Traffic Maneuvers Study" had been done and was
presented to cDoT.
Greg Amsden said during the off-season lor bus drivers, they would need a way to get into Town'
Susie Hervert said they were close to the 20% threshold that required improvements to kick in'
Greg Moffet felt a safe pedestrian access needed to be there, as well as a bus stop put in'
Planning and Environmental Commission
Minutes
March24, 1997
VRIL PUELIC UJTJRKS
u0347s2166
nPR 0u/
Prf r.ls nR.pGRBUs srop
The Town of Vait Trrnsportation Dcperunent will add an official '?ulis BridgC' $op to the Golf
C.ourse $chedule, bcginning summer $eason t997. The stop wlll bc located south of Pulis Bridgc
on thc cast side of Voil Vallcy Drive. It will be dcsignatcd with o bus stop posr only and the
Town doesn't anticipatc doing any iurprovcmen8 to this araa since there is adcquatc roorn to pull
offandthis particular stop will not beheavily utilizcd.
The bus will bc sropping in both dircctions - on requesl only, The bus will ntop if somcone is
standing thcrc aud tbe bus will drop offif thc parsenger tclls thc driver or pulls thc cord.
And.r( -
Ts +hr'! ,o.tr't)b('<.'4'af
14:5J No.005 P.0i
z
vr,
ALPINE ENGINEERING, INC.
' '. .: aiiess, so that no change to the grandfathered, existing access poirrt is required. .. - : ' ...:.
--::"""--
I , . ' The traffic movements at the access point rvere counted by tlie Torvn of Vail on February 26,'..1997 . The ADT of the access point was estirnated by using a peak hour factor.
ADT =P.trit. DHV = 65 ADT = 619
Peak Factor 10.5%':
.:
: Apartment Section 220 lTE,24 one room apartnrents
Because trash collection, UPS trucks, snowplows, eti. alreadv use'lhe access point (for existing uses), ..
' and these services dre not expected to increasb as a result df the proposed 24 unit (l bedroom) - ' . :
developrndnt, and because some persons livine at the units rnay likely also )vork at the site, The
,
additional amount of traffic g.n.r.t.O Uy-t,.14 proposed unim rtroula Ui, t.rr tllan average trip rates
ing the adjistment factors for household size, vehjcles olvned, etc. , , i
'
dT
J
$
n
0(\\
'0
lF
Q{-N\ G-'; --
\J \$
NioiH
ffinrtvA
p.
$
II
$i
nl
6a
NVT7q-
ulLs
-sz \\\N\-
+
Vo
ccl
s
rcl
irvrvn-rrVn
a
AP
A. TYPE OF APPLICATION:tr Additional GRFA (250)
tr BedandBreakfast
E( Conditional Use Permit
tr Major or E Minor Subdivisiontr Rezoningtr Sign Vriancetr Variancetr Zoning Code Amandment
B. DESCRIPTIONOFTHEREQLJESI Conditlonal use to allow Tvpe III EHUs for
*.4 Call the Planning Statrat 479-2138
GENERAL INFORMATION
this application is for ary project r€quiring approval by the Planning and Environmental Commission. For specific
intormation" see the submiial ..qod-enb fr:the particulr approval that is requested. The application can not be
accepted until all required inforrlation is submitrcd The project rnay also need to be rwiewed by the Town Comcil
and/or the Design Rwiow Board"
PLICATION FOR PI,ANNING AND ENVIRONMENTAL
COMMISSION APPROVAL
tr Amendment to an Approved Dwelopment Plan
tr Employec Housing Unit (TYPc:
tr Major or tr Minor CCI Exterior Alteration
(Vail Village)
tr Major or tr Minor CCII Extcrior Alteration
(Lionshead)
tr Special DwelopmentDstricttr Major or E Minor Amendment to an SDD
TOWNOTVAIL
G.
c.
D.
LOCATIONOFPROPOSAL: LOT- BLOCK-FILINC
ZONING: General use
Unolat ted
ADDRESS: 1309 vefl\tallelDrive BUILDINGNAME:
NAMEOFOWNER(S): Town of vail
MAILING ADDRESS:-/! South Frontage Road
c0 81 ONE: f970) zq-zt rR
F. OWNER(S) SIGNATIJRE(S):4rr,-o ia:* eta*a-a4.
NAME OF REPRESENTATIVE: Ancly Knudtsen/slsle Hervert
MAILINGADDRESS: 75 Sourh Fronrase Road
Vatl. Co 81657 PHONE:W
FEE - SEE THE SUBMITTAL REQIJIREMENTS FOR THE APPROPRI,ATE FEE.
SIJBMIT THIS APPLICATION,AI,L SI]BMITTAL REQINREMENTS AI\'D THE TEE TO THE
DEPARTMENT OF COMMT'NITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD'
coLoRADO u657
Application Darct L' /o - 72 pscMednsDadt 3- /O-27
Rqvild 5r'96
I
r. 1ND rr'llE GUARANTEE O"PAN'Y
Representing Title Insurance Conpany of Minnesota
THANK YOU FOR YOUR ORDER
July 23, L99L
Our Order: V17211
BUYER/OWNER!
TBD
SELLER:
ALLSTATE TNSURANCE COMPANY
ADDRESS:
METES AND BOUNDS
jldwN oF VArL
75 S. FRONTAGE RD.
vArL. CO 81657
1 AttN: MIKE BRAKE
PTCKED UP FOR DEI,IVERY N{ PI{
COVENANTS ATTACHED YES NO
FOR TITLE QUESTIONS CALL KAREN HORTH 3O3 476-225L
FOR CI,OSING QUESTIONS CALL
LAI{D TITLE
GTARANTEECoi/fl IYMINNESOTA
TITLEA
HOME OFFICE
3033 East First Ave.,Suite 500
Denver, CO 80206
P. O. Box 5440
Denver. CO 80217
321-1880 tFAX322-7603
ARAPAHOE
7700 E. Arapahoe Rd., #150
Englewood, CO 801 12
770-9596 / FAX 290-9040
ARVADA
5440 Ward Road. #200
Arvada. CO 80002
420-0241 / FAX 423-1365
DRY CREEK
26 W. Dry Creek Circle, #520
Littleton, CO 80120
794-5307 tFAJ.79+5802
EAST
3300 S. Parker Rd., #105
Aurora. CO 80014
7s14336 I FAX 745-2669
FIDDLERS GREEN
6400 S. Fiddlers Green Circle, #103
Englewood, CO 801 tl
771-4539tFN< 7714526
P. O. Box 357
108 S. Frontage Rd. W.
Vail, CO 81558
47 6-2251 I Direct 595-96 1 3
FAX 476-4534
ERECKENRIDGE
P. O. 8ox 2280
200 North Ridoe
Breckenridge, CO 60424
453-2255 / FAX 453-5014
CASTLE ROCK
512 Wilcox
Castle Rock, .CO 80104
688-6363 / FAX 688-0143
COLORADO SPRINGS
102 5. Tejon, #100
Colorado Springs, CO 80903
534{821/Direct 595-41 1 3
FAX 634-3190
PARKER
19590 E. Main St., #105
Parker, CO 80134
841-4900
VAIL
P. O. 8ox ll57
108 S. Frontage Rd. W.
Vail, CO 81658
476-2251 lDirect 595-961 3
FAX 4764534
AGENTS
DURANGO
1201 Main Avenue
Durango, CO 81303
247-5860 | FAX 247-9089
CommitmentTo Insure
lssud thnuoh the jffie of:
GLENWOOD SPRINGS
817 Colorado Avenue, Suite 203
P. O. 8ox 2102
Glenwood Springs, CO 81602
945..2510 I FAX 9454784
HAMPOEN
8821 E. Hampden, #100
Denver, CO 80231
750-4223 I FAA, 7504267
JEFFERSON
;t]0 Kipling, #202
Lakewood, CO 80215
232-31 1 1 / FAX.238-2956
NOR|TH
9101 Harlan, #100
Westminster, CO 80030
427 -9353 |FAJ< 430- 1 57 2
SOUTHWEST
3609 S. Wadsworth, #1 15
Lakewood, CO 80235
988-8550 / FAX 980-8324
YOSEMITE
3600 S. Yosemite, #255
Elenver, CO 80237
694-2837 / FAX 843-0402
BOULDER
2425 Canyon Blvd., #230
Boulder. CO 80301
4444101 I FAA,786-U23
tAp Trn E
GI.]AR,ANTEE
CO[\,H ff
ALroo"ouMrrMENr
SCHEDULE A
Application No. V1.7211
For Infornration onlY
METES AND BOUNDS
- charges -AL'Ao!'ne'-"3ti3ilol- - t133:33
With your remittance please refer to V17211.
1. Effective Date: July 11, 1991 at 8:00 A.M.
2. Policy to be issued, and proposed Insured:
rrALTArr Owner's Policy
1987 Revision (Anended 199o)
Proposed Insured:
TBD
3. The estate or interest in the land described or referred to in
this Conrmitment and covered herein is:
A Fee Sinple
4. Title to the estate or interest covered herein is at the
effective date hereof vested in:
ALLSTATE INSURANCE COMPANY
5. The land referred to in this Cornrnitnent is described as
follows:
BEGINNING AT THE NORTHWEST CORNER OF' SECTION 9, TOWNSHIP 5
SOUTH, RANGE 80 WEST OF THE 6TTI PRINCIPAL MERIDIAN THENCE SOUTH
89 DEGREES 31. MTNUTES 49 SECONDS EAST 2333.84 FEET, ALONG THE
NORTH LINE OF SAID SECTION 9, TO A POINT ON THE NORTHERLY RIGHT
OF WAY FENCE LINE OF TNTERSTATE HIGHWAY NO. 70' THENCE AIONG
THE NORTHERLY RIGHT OF T{AY FENCELINE OF INTERSTATE HIGHWAY
NO. 70 AS FOLr_,OWS:
SOUTH 67 DEGREES 41 MINUTES 33 SECONDS VTEST 415.82 FEET; THENCE
souTH 78 DEGREES L3 MTNUTES 02 SECONDS WEST 1534.29 FEET, TO A
POINT OF CURVATI,RE' THENCE 456.43 TEET ON A Ct,RVE TO THE RIGHT
WITH A RADIUS OF 558O.OO FEET. THE CHORD OF WHICH BEARS SOUTH
80 DEGREES 33 MINUTES 38 SECONDS WEST 456.30 FEET TO A POINT ON
PAGE ],
ALr f;;'"oMMrruENr a
SCHEDULE A
Application No. vL72Ll
THE T{ESTERLY LINE OF SAID SECTION 9' THENCE DEPARTING THE
NORTHERLY RIGHT OF WAY FENCELINE OF INTERSTATE HIGHT{AY NO. 70
AND FOLI.,,OWTNG THE WESTERLY LINE OF SAID SECTION 9 NORTH OO
DEGREES 18 T'IINUTES 21 SECONDS EAST 565.1], FEET TO THE POINT OF
BEGTNNTNG.
PAGE 2
ALroO"oMMrrMENr
SCHEDULE B-1
(Requirements) Application No. VI7zLl-
The following are the reguirements to be conptied with:
L. Palment to or for the account of the grantors or nortgagors ofthe fuII consi.deration for the estate or interest to be
insured.
2. Proper instrument(s) creating the estate or interest to be
insured must be executed and duly filed for record, to-wit:
NOTE: THE $155.00 CEARGE DOES NOT REPRESENT THE TOTAL PREMIW FOR THE
POLICY AI.IOT,NT SHOT{N IN SCHEDULE A. THE $155.00 CHARGE TS DUE UPON RECETPf
OF THE TNVOICE AND WIIL BE CREDTTED TOWARDS THE PREMTUM CHARGE UPON CLOSING
OF THE TRANSACTTON.
THE COUNTY CLERK AND RECORDERS OFFTCE REQUIRES RETURN
ADDRESSES ON DOCI'I.{ENTS SENT FOR RECORDING! !
PAGE 3
ALrO"oMMrrMENr a
SCHEDULE B-2
(Exceptions) Application No. VL7ZLL
The policy or policies to be issued will contain exceptions to the
following unless the same are disposed of to the satisfaction of
the conpany:
1. Standard Exceptions 1 through 5 printed on the cover sheet.
6. Taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurer's office.
7. Any unpaid taxes or assessments against said land.
8. Liens for unpaid water and sewer charges, if any.
9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNTTED STATES PATENT RECORDED June 29, 1903, IN BOOK 48 AT
PAGE 495.
10. RIGHT.OF WAY FOR DITCHES OR CANAI,S CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED JUNE 29, ],903,
IN BOOK 48, AT PAGE 495 AND RECORDED August 22, L956, IN BOOK 157 AT PAGE
304.
11. EXISTING LEASES AND TENANCTES, IF ANY.
12. I,ACK OF ACCESS TO AND FROU PUBLIC ROAD, HIGI(WAY, OR STREET.
13. TERMS, CONDITIONS AND PROVISIONS OF REAL ESTATE PURCHASE AGREEMENT RECORDED
July 25, L978 IN BOOK 272 Al PAGE 655.
14. TERI.TS, CONDITIONS AND PROVISIONS OF BUILDING AND PROPERTY LEASE/PURCHASE
AGREEMENT BY AND BETWEEN BOETTCT{ER & COMPANY AS LESSOR AND THE TOWN OF'VAIL
AS LESSEE RECORDED July 25 , 1978 IN BOOK 272 AT PAGE 667.
15. TER}4IS, CONDITIONS AND PROVISIONS OF ASSIGNUENT OF REAL ESTATE PURCHASE
AGREEMENT, BUILDTNG AND PROPERTY LEASE/PURCHASE AGREEMENT AND ESCROW
AGREEI,IENT WITHOUT RECOURSE RECORDED August 02, 1.978 IN BOOK 272 AT PAGE
990.
16. FINANCING STATEI.TENT WITH BOETTCHER & COMPANY, THE SECURED PARTY, RECORDED
July 25, L978, IN BOOK 272 AT PAGE 668.
PAGE 4
ALroO"oMMrrMENr .o
SCHEDULE 8.2
(Exceptions) Application No. VI72LI
SAID FINANCING STATEI.IENT WAS ASSIGNED TO THE ALI,STATE INSURANCE COMPANY
RECORDED August 02, L978t IN BOOK 272 AT PAGE 991.
17. TER!{S, CONDTTIONS A}{D PROVTSIONS OF AGREEMENT BETWEEN VArL ASSOCIATES,
LTD., AND GAS FACILITIES, INC. RECORDED JUIY ].7, l.964 IN BOOK 183 AT PAGE
L57.
18. AN ITNDMDED 1/2 INTEREST rN AND TO ALL OF THE OIL, GAS AND OTHER IITNERALS,
SOLID, LTQUID AND GASEOUS, OF EVERY KIND AND NATT'RE, INCLUDING T'RANIT'!,!, IN,
oN AND T NDER AND l{llICH MAy BE PRoDUCED FRoU THAT PORTION oF SUB.TECT
PROPERTY TN SECTION 10 OF I,EGAL DESCRTSTION HERETO AS EXCEPTED AND RESERVED
BY PETER E. KATSOS IN THE DEED RECORDED I{AY 3, 1960 IN BOOK 165 AT PAGE
227 .
19. UNDERGROUND RIGHT OF 9IAY EASEMENT GRANTED TO HOLY CROSS ELECTRIC
ASSOCIATTON, INC. IN INSTRWENT RECORDED AUGUST 30, 1978 TN BOOK 274 AT
PAGE 368.
20. TERMS, CONDTTIONS AND PROVISIONS OF CONTRACT FOR ELECTRIC SERVICE BY AND
BETWEEN THE TOWN OF VAIL AND HOLY CROSS ELECTRIC ASSOCIATION, INC. RECORDED
August 03, 1.990 IN BOOK 534 AT PAGE 986.
PAGE 5
*rO""cuARANt""OcoMPANYLAND
DISCI'ST'RE STAIEMENT
Required by Senate BiIl 91.-1.4.
A) The subject real property nay be located in a special taxinSdistrict.
B) A Certificate of Taxes Due listing each taxing jurisdiction
may be obtained frorn the County Treasurer or the County
Treasurer's authorized agent.
c) The infornation regarding special districts and the boundariesof such districts may be obtained fron the Board of County
. Comnissioners, the County Clerk and Recorder, or the county
Assessor.
rrEE ltrllltr. r.
tc{f, r|rF? '
i;;5. tF ---td.1t ll3. a 3-||l -pG.tf-
tt ,tltttt tlll|ot,Crt!3or har ca-urad thaaa pr.r.nt,a lo ba dullt
.:.€rr.a c t!t. 4- a., ot
I !!!l gt lr! fa cF- !t. r.Fr{a t, rbnr!!, t rour!,E-! br ct .rb lrt t.t.. .. rrr trltl a-sr.b.d r.a!.l tF .t t t llt 1! .\. t il. 6oct corrttbr|.., hgl..-Lr-.||a ta OatSrltt. at€catrlEG, lqrlr, oh..ogr, aelartr. aa-Dlrara. oraata
=^d*|+-
r *reraorDd .lcr8i\ gs..-, i.lo! or iiitroiiloi- rriil-jiEl-r -r1!l lb rrabrrsoGd vrulta, o.rdutt, ftrcus.r ald arlnnt urrd or||n|la lr €rlctlloa tb$rtti, tol.tbr rlc! r..el.t.d rqrtiFnt r.quls.d
-r- F!-a, rltll.! tb rbn iratioard l.ndr. upoa u omirit dorcribedr lollr r
|l arrcat taa (l0l !..t b rldt!, tlrc eentcrllnc tos !.ldInt bauf E-rgaorud pcrr trcllltl.| .r Lnrt ll.d, tb.r||)lodrta looattoa ot r.|lch l.cllltl.a utpn th. rDoyr ibrcrtborlFs-l t. .ba oa t$l^blt l. .!t.clrd trrrito ud rar I [r-----hslt bt r.t.8.a-.
ll{rttC.rltt F!. rlgi! to arDul |!t .rd .ll ts.... bau.h, r..g.i.tlon ..adOataEtlda ut tlt! a.ld at8lp of tend rbra aucb la r...oa.bly n c....aylos tL l+l-!t tlo! rad uti o! tb rlgbt. h.a.tn.botr cr.li.d. -iiili
tb crslr b' (!a!t- ol rny of tt. rliht. h.r.u[d.r, c;rnt.. rh.llPr ?tJ.t taatora t!. rurhc- ol th. ground to llr forrr condllloa. ..
-ttl q t. psr8tlcrbl., rnd .h.tl iroetty r.plrc. ray rnd eff tirii.DaD! rE yttatrttoD r.Dy.d or d.!.g.d btr cr.nt...
CaEtor afra.a tlat rll tacllltl.. ln.ttll.d by cr.ni.. on th. .bov..ralsrlil farda abU r!.la th. proFrty of ciut.., .nd thru b.lGr$la at tta optl,on ol cnnt.-.
(Ialta8 €rr.lta t!|C lt la th. orn.r ot ftr. |!on d..€rtbait lrnd., rndt.Lt tL aal.l lard! rra frr. rnd cl..r o! ancudrrncat rnd lt.nr ofrtrtrens ch..rrct s .rc.Dt tlror. h.ld by tlr. lollorlng I
tO lll| l|D tO EOIO ..ld rlgtt-o!-tty rnd ....-nt, !og.th.r ylth rll .ndaLatrlas tba rl9hta rld prlitl.g.r rlpcrtelnlng thrrct61 unto 6rrnt.., ltaaEa-at Dd raallDa, loracrr.
., r.'l ! .
a?
v.l
til
oIill iiil:
j
t
T
t.'
!
6I
aa.
u.a rcL|El.dl.d b.tor. r Ghlr J Q Uy oC
Lrr., urrE!&LlflEn_n l)l/3n'fit , td
n-a Qaa2 , tor 1.!t trflI ot yllt. r r.rcrFr
d otflcl.l ...1.
I
iilf r-rrf:,rt.r $}-el {lt^ttTll
o!
I
i:
.r
'.!n
u!ii'
'?.-
4-{J4dr
Jr.
: -'tre.- Ilt.t'',!f
tl
Eo
t)a!
t.'I
E
I
{(r
u
a
3<ll G,sll 5lll E-ll aIll
";j
,'
rt
rl:
,sa{a
II'{0'ftI
btut! cortoly Croaa tl.€lslc LaD.l.o. Dsrrar :t0
Cfrred f99... @. llaol
"'..:.!["ilil:":.i'.lllr!iIlll'::.:.;l
'' iii.iltiiiiirlirii:,!:riiifi::l=i'i!:iili'i:riit34iiillklin:i"iriiiiilil:'ila-;;i;ia- Piogartv l' ?r"Pt ttor u'ctl'roo
,' t. *:.:::.1il"firi[.:ll'.::.til.L:Li*rgrocrrrlon
rhrll conrtllutr r! t'r"!ri!
, : tl l.i:l:':f:.iu"$:ll::l':r:l:li!l'i.:rothlr cotsrct rbelr not br eocrtnrd rr t
'
illittl'ii'il+l1i+$i$ni''r1ffi*liitil.H!iira$'{'i;ilIailf ic -[- gicrlrcr trir rnrl 'It't l!"
H!
il8Acn
tolJi 0l vAlL@
uE r
rO
nd
r'
1i
lt
il
tlailorP._! ...
cof,tl ot--!gsg-t
br lon
tl
drt otIorlt
E
ul
au!r^ztt.
\ lJl .tlrorI
aG 1!l-r,-c'
rrtrrri'ii 'iiinr rnd cltlcirl rcrl.
i7 cc-lrtlca. rrglrrrt (ll!'. t(lc
Fs
q.J
BE
ag
;I
Job itt
Job I
atttt
t crt loc
ConruLt
tataataala.aa..
l
lcct I
52-62
l€c.9l.a
tlil.
D.ta
talrrrhlg lo.
lr! lllltn3
3rpl rrr
t! S. trontrrG Rd.
Yrll. Colorldo t l6tl
llrr forrjolnj tartsrt nt rrl lclnorled2ld'l#i-#u#
A. dra aa:
qlkq 5
tovn o[Vrll lur $,rrh
A,yJ4 t-
Coq O <t)
AVALANCHE, ROCKFALL, AND DEBRIS FLOW TTAZARD ANALYSIS
VAIL PUBLIC WORKS FACILITY
Prepared For
Mr. Greg Hall
Vail Town Engineer
Preparcd By
Arthur [. Mcars, P.E., Inc.
Gunnison, Colorado
December, 1994
f
ARTHIJR I. MEARS, P.E., INC.
l,letunl Flrzra& CoqJtlnu
222 Elr God* Avc.
Grqbo, Gld* 8t 23{tnt-ut.t2%
December 6, 1994
Mr. Greg Hall, P.E.
Vail Town Engineer
75 South Frontage Road
Vail, CO 81657
Dcar Mr. Hall:
The- enclosed rePort' :rs you-rcqucsted in your lcttcr of septembcr ls, lgg4,addrcsses sclcctcdgcologic hazards affecting rhe proposed vail Rrbtic -w.r!, D;;;;;;;"p facility. Tbisstudy addresses potcntiar avaranche, rockfail, and debris no* rir,"ri*
- '
Please contact me if you have any questions.
Sincerely,
Caf^^a.ilu,0,*
Arlhur I. Mears, P.E.
Avalanche control enginecr
Encl.
Ikt tyattts c Aubrtr: t A&tcircCmtnlerd,rarr*,
t'
1 SUMMARY AND MITIGATION
1.1 HAZARD
The proposed Town of Vail Public Works facility is not exposed to snow.avatanches but is
exposed to rare, low-energy rockfall and debris flow hazards. Neither rocKall or debris
flow has been a problem during operation of the current facility (roughly 20 ycars) or since
the development of Vail in t962. Study of aerial photographs dating back to 1939 indicate
that rocKall and debris flows have not affected the site during this ccntury. Field
observations indicate that the sizes and probabilities of rockfall and debris flow are small.
Because the hazards from rockfall and debris flow are small, mitigation probably would not
be required at many similar locations outside of Vail. However, if elimination or all
reasonably foreseeable hazards from these two processes is required in order to conform to
Vail Hazard Regulations, specific steps can be taken as discussed in Section t.2 and the text
of this report
1.2 MITIGATION
Mitigation from the rare rockfall and debris flow processes can be achieved as outlined on
Figures 1,2, and 3. Specific steps required arer
a. Construction of a deflecting berm to deflect rockfall and debris flows away from
the open storagc area onto the two shed roofs (Figure 1);
b. Installing a short rockfall fence at the south edges of the shed roofs; lhis fence
must be designed to resist rockfall energy and momentum as specified (Figure 2);
c. Reinforcing thc north shcd roofs for debris-flow depositional loads; loads may be
treated as static and are in addition to all other loads normally required at this location
(Figure 3).
Final location of the deflecting berm "a," will depend on a site visit to be conducted during
construction and after cxcavation of the alluvial fan.
The mitigation specified will protect the facility and will comply with Town of Vail Hazad
Regulations (Section 18.69.052 IC] O) and will not deflect rockfall or debris onto adjacent
public or private property.
2 OBJECTIVES AND LIMITATIONS
As requested by Mr. Greg Hall, Vail Town Engineer, this rcport has the following obJectives:
a' Analysis of snow.avatanche, rockfall, and debris flow hazards rhat may affect theproposed shop facilities;
l#:::.r"ndations of mitigation rhat can be used to protect from these georogic
The report also has the following limitations which should beon the results:
a' other geologic processes (floods, large-scale, slow-moving 1andslides, soil andfoundation conditions) that may affect th--e site aie uryonJlr," i""pe of this study;
b. performance specifications have bccn based on site sections, views and mapsprovided in the executivc summary master praq report ry r"rort", Architects/RNlDesign/Freet Maintenance consurrants, Inc.'dared i";"d,'Gil; revisions to theseplans may invalidate the results presented here.
3 SNOW AVAI,.ANCHE
The. proposed building site is not within an "avalanche influence zone,' as shown on Town ofvail maps (Mears, 1976). Furthermore, site investigations *rp[t"a for this study did notidentify any avalanche areas.
Therefore, we conclude that snow avalanche hazard does not exist and mitigation will not benecessary.
4 ROCKFALL
The proposed site lies within a-"High Severity" rockfalr hr"ard area (Scbmueser &Associates/Nicholas I-ampiris, 1984)' This high severity designation was undefined in thereport, but, presumably does indicate the potei'tial for s"rious"roJiuir'J-ug" or injury existswithin the mapped area.
4.1 SITE CONDITIONS AND ROCKFALL H,AZARD
site inspections and aerial photographic analysis completed for this study indicated thefollowing.
understood by all those relying
a. Evidcnce for frcqucnt rockfall does not exist in the proposed building area.
However, construction of the present facilities may have rcmoved any evidence for
rockfall.
b. Study of aerial photographs dated 1939, L950, 1962 (taken before construction)
does not show rockfall deposits on undisturbed slopes in the area.
c. Rockfall deposits (isolated rocks up to roughly 2.0-2.5 feet diameter) are located
on the slopes approximately 200 - 4O0 feet above the proposed facility.
d. An eroded rock outcropping embedded within the colluvial slope approximately
400 - 600 fcet above and north of the proposed facility provides a source for
infrequent rockfall activity.
Although the potential for rockfall cannot be discounted at tbis location, rockfall wilt be
infrequent (possibly one to a few events per century?) and will not produce large boulders
with high vclocity and energy. Rockfalt has not been a problem during use ofihe current
site. The hazard from rockfall will thcrefore be small and acceptable by the standards
normally used in evaluating rockfall hazard.
The dynamics of rockfall was further quantified through application of the Colorado Rockfall
Simulation Program (CRSP). The program was forccd to produce rockfall that would reach
the center of the existing flat parking lot area, it bcing assumcd that rockfall might reach this
area during cxtraordinary and rare conditions.
When a 2.5-foot dianreter boulder is assumcd in the CRSP analysis and the existing terrain,
and ground roughness and hardness observcd above the shop is used in modeling, t-he
following conclusions are rcached. This analysis was repeated for the a) existing conditions
and b) assuming the storage areas werc in place.
a. EXISTING CONDITIONS. A 2.5-foot boulder has a 29To chance of reaching theflat area noith of the proposed central buildinglbus barn; a 27Vo cbancn, exists that the
north wall of the building will be hit by rolling rather than bouncing rocks.
b. WITH STORAGE SIIEDS. Because of the dissipating effect of the shed roofs,
there exists a24Vo chance that the flat tenain north bf thJcentral building will be
reached, but only a 6Vo chanen that the north building wall will be reached. Rocks'will be rolling rather than bouncing at tbe south edges of the shed roofs. A yard
storage area between lhe two storage sheds approximately 200 feet wide is pianned.
Within this area the sheds will not provide mitigation and rockfall will behive as
described undcr "a."
4.2 ROCKFALL MITIGATION
Rockfall mitigation is required only if substantiat reduction of the smalt cxisting rockfallhazatd is required' As noted above, rockfall has not u""n u proui"nt during operation of theexisting facility and will be a rare event at the locarion of td;rop;;ed faqility. If the smallrockfall hazard is unacceptable, rhe following steps will u" ,"quir"a to,iag"il, ,r,, ;;;. "
a' ROGKFALL DEFLECTOR. A "v-shaped" rockfall deflector should be installedon the sloPe abole the storage area (this "siorage ut.u" *iti U, locared between thetwo storage sheds). Figure 1 shows the g.n.r"r layout and required size of thedeflector, however, a site inspection will-be needei o"ri"f"""',rt*ction (aftcrexcavation) for final layout of the berm.
b' FENCE' A rockfall fence 2'0 feet high wilt also be required ar the sourh end ofthe storage sheds- (Figure 2). This fence-shourd b" d;;;i; absorb the kineticenergy associated with a 2.5-foot, 1.,300-pound rock roiting .i 12 ft/second.
The. rockfall mitigation specified_will also protect against lhe rarc debris flow events thatcould occur at this site (Section 5).
5 DEBRIS FLOWS
5.1 SITE CONDITIONS AND DEBRIS-FLOW HAZARD
As indicated on Town of vajr maps (Mcars, 1914), the proposed sitc is cut into an aluvialfan, or dcposit built from debris fiow activiiy. n"&use or ir," 6nffiin"a texture of the fandeposit and the lack of large, well-defined s'ourcc areas in the tcnaiinorth of thc site, thedebris flow hazard levcl is rated as "moderate." Moderate a"urir no* rrazard is defined as anarea that can "....expcrience property damage through fl"";i;;*r;;ion and impact of muddywater, soil, rock, and debris., ' "o'
Debris flows are clearly rare cvents at this locatio_n They have not been obscrved during thepast three decades of vair oru"ropn,"JH6 of aeriar ;h*"gr"ph, ;en in 1939, 195eand 1962 (prior to construction oi the prcscnt rnaintenanc-e i""rT,ifi" ,ot sbow evidencc ofdebris flows during this cenrury.
Because the events are rare and the texturc of the alluvial.fan suggests they will not be highlydestructive if they do occur, the hazard at the site is small.
5.2 DEBRIS_FLOW MITIGATION
Debris flows can be mitigated,ol lil olr":,i",, rhe. flow onto rhe shed roofs by thc rockfa'
*H:::,#H,Tj.in scction 42 (;), and (b)-designing rhe *r,"a-i*rrio, acposirionar-roaas
a. ROOF DESIGN. The shed roof should be reinforced for depositional loads of
debris, mud and watcr as specificd in Figurc 3. The load is triangutar in shape,
assumcs a 2.5-foot depth at the nofih end, a density of 120 lbs/ft3 and a roof slope of
l0Vo (taken from the January, 1994 Master Plan Report). Because deposition wiit Ue
gradual (over a period of several minutes), impact loads need not-be considered.
ln order for the proposed mitigation to work, the rockfall deflector (Section 4.2, Figure 1)
must also be used.
6 COMPLI,ANCE WITH HAZARD REGULATIONS
The mitigation methods recommended in this report will not deflect the rockfall or debris
flow toward adjacent private or public property, therefore fully comply with Vail Hazatd
Regulations (Section 18.69.052 ICI (b).
Report Prepared by,
CY',f[^] filu.a
Arthur L Mean, P.E.
Avalanche-control engineer
I
I
I
I
_o
I anrox. n
loltJ,l
rl
ockfall/Debrls-Flow
Ilrectlon
Irtrl@ lll
tar
0ClC'rtoo Shed Roof
Storage Area
Shed RoofFa c{ a{Gtnot
ffiL
) and deflcctor wall cross-scction (b
I witb additional protectioo shown il
6i
)
FIGURE l. Mitigation layout (top
rocldall ald debris flow when uscc
ottom). System will providc mitigation from
Figures 2 and 3,
Rockfalf
Fence ---
ooo,!oo
irtn
a{natdG|Gr
noof (t@ slope)
FIGURE 2. Rocldall fence at south cdgc of shed roof requircd
to elimilate rocldall hazard in work arca- Fence should be
designed lo resist impact from 2S-foot diametcr, 1,300-pouod
rock moving at 12 ff/sccond.6
300 psf
Cut
Slope
25 fr
noof (rG% sJ.ope)
RGURE 3. Dcbris-Ilow loading diagram at north side of shcd
roofs. Loads arc depositional (satic) loads and must bc addcd
ro all other loads nonnally considered and rcquired in desip at
this location.
2.0 ft
35
li
rl
h
I
1
,lu
a
$
Ns
SH
3\v
\
\
\\
\\
\\\
\\\
\\\\
\\\\
\\\\
\\\ \ \
\\\ \\
;
\
t\
IiIE
1r
tq
t'
E
t
IRli.
ttil1
rl
\)rl i\:s\
hArv
t!
N
lru
l(*H
l(ffi
ffi
i(.,1(A'\N
$r\((
$
I
s5
N
t*
\r
\t.,
rJil,.,fi
@i
$loxv
KFR\
\8ed\<
dF
t'{
E$
$$
I
!
I
I
t
{I
I
T
Et
x
*t
i$
os I'l
s*{u'
cr
l!E;ti
:A{ui
5Fs
N$$
,tFF
ii${
!+
$t
tt
s
_[f)
ss,
lf)v
5\
$
\{s
%
t^
Hts
ffi
Ifl
EIrlIt
.-l
IrJ
II l"1!l.-lr ti
P
$d
$HF
!E<
sl$
lF$
lAv
$
L
1gd:
$s1ait
ilil!
\-tl
I
li $
R
rir S
RS
:\s
sia
i$x
.tf---------.Eg---rrnm#u
l:- 'n:?;,-----.:li .i.. E ..: B8l-l i| .. (,! i ta,-t.,.,_ ;
[.-ftHE
F r--F=='===:=:::=!-
i ir;:FIFE+;iI l' -.-J---.----lht
t:
8r
il
6l'l
Ftiqll
dt:i
larvr
s{\
U\:6
;t t-]x
li
$q6d
tt)
x:
I
-.1s
{
s
L-----l;L-----l
r---ll--------l__----.--------T--_\a--1
L - --t. -l- - ---- - J
t
oF
rt!iia
IIp
a^. taIt
1.,
-l
Hr9
'{oFn
I
I
I
I
'1
I
J
'1
I
$ftH,
KI
$
$t
$$*
ri*rii
er
t\-\
tt
t\t
t\
11I
IFti
tr'I
Itl*
I\
\
t\\\H
'\\\
h\
3)
tI.(
st
\i
I
1
ii
I
il
.":-:.
ft;;1ffi
iil;:::::,il
',"iii,:7'\#7,,
ai i
trt
irr'I'
.r{rn
tta
5
U
o
,
B
i\i\
t\\
\i\\
,lliltil
ll ii
iil ii
llii
IT}i
4V*o,<zF(r-vrFO
I =rJa\c)7
;o.CTF
ll!
Zrr
o
I
''"..ffiffiW
c):
oF
ffi
R$'0 rAY l0 m5l
E-IT B
ARTHIJR I. MEARS, P.L, INC.
l,htunl Flrzud Coruhr.o
222 E.r God* Avc.
%r'Wr'on
May 16, 1995
Mr. Greg Hall, P.E.
Vail Town Engineer
75 South Frontage Road
Vail, CO 81657
RE: Supplement to Decembei, 199d hazard analysis.
Dear Mr. Hall:
This letter provides a supplement to my report dated "December, 1994n in which I suggest mitigation
from rocMall and dcbris flow at the proposed public works facility. In this previous reporl I described
protecting the maintenance yard (souih of the proposed buildings) by diverting debris onto the shed
roofs (Figure I of the December, 1994 reprt). I understand, from talking with you that the additional
live load on the shed roofs resulting from debris deposition (Figure 2 of the report) may require an
expensive structure that, as a result, is undesirable to the Town of Vail. An altemate mitigation is
thcrefore proposed below.
Debris flows, as indicatcd on thc attached drawing by arrows, can be diverted into the storage area
bctween the two sheds and to the west and east sidcs of the sheds. Ttris can be accomplished by
excavating a ditch/berm system to direct thc flows as shown by the arrows. Required characteristics of
this system are as follows.
a. The vcrtical difference between the top of each bcrm and the bottom of each ditcb (as
viewed in cross section) must be 4.0t ft.
h. Thc witJth of .u.n 0,,.n musl be no less lhan 5 feel.
r00ffE
. c. Thc "apex angle" where the two berms inlersect must be no lfrs'than 60".
d. Thc berms must meet at the apex point.
The proposed design will clearly not protect the slorage area between the two sheds, but I understand
from talking with you that this presents an acceplable risk. As noted in my report, the probability of a
debris flow at lhis site is small.
Please contacl me if you have any queslions.
Sincerely,
CCt"^,l Wr.,t
Adhur I. Mears, P.E.
Avalanche-control engineer
lYlorl Wallng . Aa;lqy/p . A6,ht1|p-6ltolFrgl* ht
\
I
t
t
\
Ii
\
!l
al'i>()@
z; ?.
U)5
tri€
-3r>R.:g
-a)
aB q)
,e-. Eo:
tt u,c atl
'6 q)
.Ee,1 ut!r=asRo.ox'<o:
o o
0tu"4 Y(k*o
Arthur I. Mears, P.E.
Avalanche-control engineer
Rm'D AUB 0 ilggl
ARTHUR I. MEARS, P.E., INC.
Natunl Flazards Gmulanu
222 Lr Coddc Ave.
""'Hr'-?T*r?,'''
July 23, 1994
Mr. Greg Hall
Town Engineer
Town of Vail
75 South Frontage Road
Vail, CO 81657
Dear Mr. Hall:
At yout request, I conducted a site inspection of the proposed office expansion site at the public works
center on July 19, 1994. The purpose of lhis site inspection n'as to evaluate the proposed debris flow
deflection struclure.
Tbe following summarizes the my obsen'ations and conclusions.
a. The buiiding site lies within a "moderate hazardn debris flow area, as indicated on Town of
Vail hazard maps. A moderate hazard debris flow area is defined as an area that can
. n..'experience
ProP€rty damage through flooding, erosion aod impact of muddy water, soil,
rock, and debris.' The alluvial fan above the building site is characteristic of fine-grained
deposits and small rocks that should not produce large impact loads when incorporated into
flows, therefore will not constitute a significant hazard to people. Furthermore, study of aerial
photographs dating to 1939 shows no evidence of recent debris flow activity this century.
b. Adeguate protection from the rare debris flows can be achieved by building a tench./benn
structure as located on the anached figure. This structure will protect the building from all
reasonably foreseeable debris flows. Extraordinary (but extremely rare) flow may overtop tbe
berm and reach the office exlension, but such events are so unlikely that they are not
considered in land-use planning and engineering at Vail.
c. The proposed diversion structure will not deflect the flow toward adjacent private property,
in accordance with Vail Hazard Regulations Sections f8.69.052 tcl (b) The diversion
structure *'ill, however, redirect tbe flow stightly to the west where it will deposit in the
parking lot.
Please conlact me if you have any questions.
Sincerely,
Mas Wa ry . AuhncAc: o AulanckContnlEngherfng
N
%
FE:'iEr-9 E€
?*E*ra'c,d3i"is;-o
;3 FiS*a e.siair.i r
*rI:tqoa=
Fa s.
E€62
E3{
3N
ctrN\{\ur*ilr
\
\
o
rr
d
inI
:r
o
GEOLOGIC AND
PRELIMINARY GEOTECHNICAL INVESTIGATION
AFFORDABLE HOUSING SITE AT THE TOWN OF VAIL
MATNTENANCE FAC|L|TY (BUS BARN)
VAIL, COLORADO
Prepared For:
Town of Vail
Department of Communlty Development
75 South Frontage Road
Vall, CO 81657
Altention: Mr. Andrew Knudtsen, AICP
Senior Housing Pollcy Planner
Job No. GS-l924
August 12, 1996
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DFIVE r GLENWOOD SPR|NGS, COLORADO al601 r (970) 945-2809
E]
1
1
2
3
3
4
4
4
5
5
5
7
7
7
8
10
10
TOWN OF VAIL
CTUT G$1924
TABLE OF CONTENT
SCOPE
SUMMAHY OF CONCLUSIONS
SlTE CONDITIONS
PROPOSED DEVELOPMENT
GEOLOGIC SETTING
GEOLOGIC HAZARDS
Potentlal Debris Flow Hazards
Potentlally Unstable Slopes
SUBSURFACE CONDITIONS
BUILDING CONSIDERATIONS
Site Excavatlons
Foundatlons
lnterlor Floors and Exterlor Slabs-On-Grade
Below Grade Walls
Earth Retalnlng Structures
Surlace Dralnage
LIMITATIONS
FIGURE 1 . LOCATIONS OF EXPLORATORY BORINGS
FIGURE 2. SUMMARY LOGS OF EXPLORATORY BORINGS
FIGURE 3.INTERPRETED GEOLOGIC UNITS MAP
FIGURE 4. POTENTIAL GEOLOGIC HMARDS MAP
FIGURES 5 AND 6 . GRADATION TEST RESULTS
FIGURE 7. TYPICAL NORTH-SOUTH CROSS SECTION THROUGH SITE
iut
SCOPE
This report presents the results of our Geologic and Preliminary Geotechnical
Investlgation for the Affordable Housing site at the Town of Vail Malnlenance Facility
(Bus Barn) In Vall, Colorado. Development plans had not been decided on at this
writing. we were told that employee houslng was being considered for the site. The
purpose of our Investigation was to ldentily geologic conditions, determine their
potential influence on the planned development and establish preliminary foundation
recommendations and other preliminary geotechnical criteria for planning purposes.
Our report includes descriptions of the subsoll and groundwater conditions tound
In our exploratory borings and discussion ol site development as influenced by
geologic and geotechnlcal consideratlons. Thls Investigation was performed In
accordance with our Proposal GS-96-121 , dated July 16, 1996.
Our report ls based on a revlew of avallable geotoglc maps and publlshed
llterature, conditions disclosed by our exploratory borings, slle observations, results
of laboratory tests, englneering analysis of field and laboratory data and our
experlence. The crlteria presented in our report are lntended for planning purposes
only. Additional slte specific lnvestigations are needed to develop design level
foundation recommendatlons and building criteria. A summary ol our conclusions
ls presented below.
SUMMARY OF CONCLUSIONS
We found no geologic or geotechnical conditions that would preclude
the development of the property for the planned affordable housing
and assoclated infrastructure.
Subsurface conditions found ln our exploratory borings were
predominantly a thin veneer of organic surface soils underlain by
clayey to sllty sands with gravels, cobbles and boulders. Some areas
were covered by a thin layer ol man-made fill from previous grading
operatlons. No free groundwater was found in our exploratory borings
the day ot drilling.
1.
2.
TOWN OF VAIL
cTvT G$1924
The sands are medium dense to very dense and were judged to
possess a low compression potential when wetted and/or additional
load ls applied.
Prelimlnary Information Indicates footings will be the predominant
recommended foundation system lor buildings at this site. Detailed
Solls and Foundation Investigatlons need to be performed for each
building to develop the appropriate design criteria.
Prelimlnary data indicates slabs supported on the sands will perform
well lf bearing soils are not wetted.
Control of surface dralnage ls important to the performance of
foundatlons and slabs-on-grade. Surface dralnage should be
deslgned to provide rapld removal of surface runoff away from
struclures.
SITE CONDITIONS
The slte ls located north of l-70 In vall, colorado. Gore creek ls beyond t-70
to the south. The exlstlng Town of Vall Malntenance Facllity (Bus Barn) is betow the
slte to the southwest. An existing public works bullding ls betow the west part ot
the slte to the south. Access ls via the l-70 frontage road along the south side ol
the site.
The site can be visualized as a benched area lhat slopes down to the south
at grades measured and visually estimated at 1E to 20 percent. Ground surlaces
above the bench slope up to the north at steep grades In excess of 50 percent.
Ground surfaces below the bench slope down to the south approximately 20 vertical
feet to the frontage road at grades measured and visually estimated at 2 to 1
(horizontal to vertical). A drainage swale approximately 6 feet wlde and 2 to 3 feet
deep trends down to the southeast along the north slde of the bench. A larger, man
made drainage channel approximately 8 to 10 feet wide and o to 10 feet deep, drains
down to the easl and south along the west side of the site. Remnants of a building
foundation are on the south central part of the site. Vegetatlon consists of grasses
and weeds with some sage brush. Aspen trees are on the steep slopes above the
slte to the north.
3.
4.
5.
6.
TOWN OF VAIL
CTUT G$I924
PROPOSED DEVELOPMENT
Development plans had not been decided on at this writing. We anticipate
several multi-family bulldings will be bullt. we were told that preliminary
development concepts were for 12 to 35 units In several multl-family buildings. An
alternative concept ls modular units set on permanent foundations. The buildings
wlll likely be one or two stories tall with walkout basement lower levels. Lower level
floors will likely be slabs-on-grade. The buildings will likety be wood frame. we
anticipale foundation loads will be light and may vary from 1,000 to 3,500 pounds
per lineal fool of foundation wall. Interlor column loads may be 15 to 40 kips.
Buildings wlll be stepped lnto the naturally occurring slopes to minimize the
amount of earthwork needed to construct foundations and lower levels. The
alignment of the road to provlde access to the buildings will cross steep slopes and
wlll likely requlre a retalnlng wall or other stablllzation technlque for the excavated
slopes necessary to achleve subgrade elevailons.
GEOLOGIC SETTING
The site ls located in an area of folded and faulted Paleozoic aged
sedimenlary strata between the Gore Range to the northeast and the sawatch Range
to the southwest. A fault which trends north-south ls to the east of the site.
Regional geologic mapping lndicates the site is underlaln by bedrock of the
Pennsylvanian aged Minturn Formation. Bedrock orientation strikes generatly east-
west parallel to the trend of the Gore creek valley and dips to the north. Surface
deposits at lhe site consist of Quaternary aged glacial drift and alluvial fan deposits.
The entire sile ls underlain by glacial drift with alluvial fan deposits overlying the
glaclal drift in lhe west approximately tlz ot the site. The glacial drift is made of
clayey to sllty sands and gravels wlth cobbles and boulders. The alluvial fan
deposlts are slmilar to the glacial drlft but tend to be finer grained and more
stratified. Interpreted Geologic unlts are shown on Figure 3.
TOWN OF VAIL
CTUT GSI924
GEOLOGIC HAZARDS
We did not identlfy any potential geologic hazards that would prevent
development of the property lor the ptanned affordable housing. Two concerns
related to geologic conditions were ldentified that need to be considered during the
plannlng phase of the prolect. The west approximately 113 ot the site is on a small
alluvial fan and the steep slopes to the north of the site are potentially unstable.
Potential geologic hazards are shown on Flgure 4.
Potentlal Debris Flow Hazards
The alluvlal fan is comparatively small and we observed no evidence of recent
debris flow actlvity. In our opinlon, the potentlal debris flow hazard is comparatively
low. we recommend revlewlng potentlal debris flow hazards in light of the
hydrology study that will be needed to develop the site dralnage plan. we believe
mltigatlon, lf needed, may Involve site dralnage structures belng over sized to ailow
for polentlal debrls flow.
Potentiallv Unsilable Slopes
The steep slopes above the site to the north appear to be associated with an
ancient landsllde and are potentially unstable. Field observations do not Indlcate
that recent slope movements have occurred. In our oplnlon the site is comparatively
stable and the potential for slope stabllity hazards ls low. we recommend
excavations at the site not Inlersect a 2:1 (horizontal to verticat) line extending down
and away from lhe tow of the steep slopes (see Figure z). lf excavations are to be
Into the steep slopes, detalled slope stabllity analysis wlll be needed to judge slope
stability and develop mltigation recommendations. we belleve the property can be
developed uslng leotechnlcal and construction practices normatty emptoyed in
mountalnous regions in the locale of the property.
TOTYN OF VAIL
cTUr G$1924
EJ
SUBSURFACE CONDITIONS
subsurlace conditions were lnvestlgated by drilling four (4) exploratory
borlngs at the approximate localions shown on Figure 1. Our borings were drilled
uslng a track mounted drill rig and 4-lnch diameter, continuous flight auger. Drilling
operations were directed by our laboratory and field manager who logged the soils
and obtalned samples for laboratory testlng. Graphic logs of the soils found In our
borings and results of field penetration reslslance tests are presented on Figure 2.
Samples obtained during drilling were relurned lo our laboratory where they were
vlsually classllied and typlcal samples selected lor testing. The results ol laboratory
testlng are presented on Figures S and 6.
Subsurface conditions found In our exptoratory borings were predomlnantly
a thln veneer of organic surface solts underlaln by clayey to silty sands w1h gravels,
cobbles and boulders. some areas were covered by a thln layer of man-made fill
fiom prevlous grading operailons. No free groundwater was found In our
exploratory borings the day of drilling.
BUILDING GONSIDEBATIONS
The bulldlngs will be stepped inlo the natural hillslde slopes that occur at the
slte. An access road may be extended from the frontage road below to provlde
access and a parking area. We anticipate clayey to silty sands and boulders will be
found In excavations at this site. The foilowlng paragraphs discuss excavations,
provides preliminary foundation and floor stab support concepls and discusses
below grade walls and earth retainlng structures.
Site Excavations
Prlor to conslructlon, all existing foundatlons, utilities or man made fill will
need lo be removed from below and within 5 feet of areas to be built on. we
estimate exlstlng flll depths ol 1 to 4 feet over approxlmately one-third of the site.
TOIYN OF VAIL
CTUT G$1924 5
i-tr.]
No parts of the foundations should be supported on fill. Flll may be requlred to
achieve subgrade elevalions for the lower levet floor slabs, exterior concrete slabs
and the access drlve. Areas to receive fill or to bear slabs-on-grade should be
grubbed and stripped of existing fill, vegetation and organic soils. The resulting
surface should be scarlfled to at least 8 Inches deep, moisture conditioned to within
2 percent below to 2 percent above optimum molsture content and compacted to at
least 95 percent of standard Proctor maxlmum dry density (ASTM D 69g). Fill can
consist of lhe on site (including "old" fill) soils free of organics, rock larger than 4
inches In diameter or other deleterious materiat. Filts should be moisture
conditioned to withln 2 percent of opilmum moisture content, placed In g inch
maxlmum loose lifls and then compacted to at least 9s percent of ASTM D 699.
Gradlng plans had not been developed at this wriflng. we anticlpate slte
excavation wlll conslst ol maxlmum 10 feet tall cut stopes. Excavatlons will need to
be sloped or braced. Excavatlons should not Intersect a 2:1 (horlzontal to vertical)
line extendlng down and away from the steep slopes at the north slde of the site
(see Flgure 7 'Typlcal North-South cross section Through site,' and ,,potentially
Unstable Slopes" sectlon).
we belleve the sands and gravels are Type c as described ln the october,
1989 occupatlon safety and Heatth Admtntstration (osHA) standards pubtished by
the Department of Labor governing excavations. The publication lndicates a
maximum temporary slope of 1.s to 1 (horizontal to vertical) for Type c solls above
the water table. We recommend temporary slopes be 1.5 to 1 (horizontal to vertical)
or flatter. Permanent slopes should be no steeper than 2:1(horizontat to vertical).
soils removed from excavations should not be stockpited immediately
adjacent to the upper edge of excavations. we recommend stockpiling excavated
soils a horizontal distance from the edge of excavations equal to at least the depth
of the excavation.
TOWN OF VAIL
CTVT GS-1924
Free groundwater was not encountered in our exptoratory borings.
Depending upon cut depths and the time of year, water may be present. lf lree
groundwater is encountered, we recommend excavations be sloped to a positive
gravlty oulfall or to sumps where waler can be removed by pumping. we should be
notilied immedialely il lree groundwater is encountered to attow re+valuation of our
conclusions and recommendations presented herein.
Foundations
Foundatlon excavatlons will be into the natural soils. We have assumed that
fill wlll notbebelowfoundatlons. Weexpectthatitwitl beposslbletousemaximum
bearing pressures in the range ol 3,000 to 5,000 psf lor tootlngs bearing on the
sands and gravels depending on the posslble presence of compresslble clay lenses
In the gravels below the planned buildings foundations. Footings should be placed
below frost depths. we recommend a depth of at least 42 Inches or the minlmum
requlrement by the local bullding department.
Interior Floors and Exterior Slabs-On-Grade
Man made llll may be required below portions of some of the buildings. slab-
on'grade floors bearing on the sands and gravels or on properly compacted
structural fill at the planned building sites would be appropriate. To reduce the
adverse effects of differential slab movement, floor slabs shoutd be separated from
all bearing walls and columns with expansion lolnts. Control loints should be used
in floor slabs lo reduce damage due to shrinkage cracking.
Below Grade Walls
We do not antlclpate subsurface conditions which will preclude basement
conslruction. Basement excavations will encounter clayey to silty, sands and
gravels with cobbles and boulders. Free groundwater was not found in our
exploratory borings.
TOU/N OF VAIL
CTUT G$l924 7
E]
Foundation walls wlll be sublected to lateral earth pressures. Foundation
walls at the back of some buildings may act as retaining walls. These walls are
restralned and cannot move, therefore, they should be deslgned for the "at-rest"
lateral earth pressure. Assuming the on-site soils are used as backfill, we
recommend using an equivalent fluid denslty of 45 pcf for sand or gravel backfillto
calculate lateral earth pressure. The above equivalent fluid density does not include
allowances for sloping backfill, hydrostatlc pressures, live loads or loads from
adjacent structures.
Water from surface run.off (preclpitation, snow melt, lrrigation) lrequently
flows through backfill placed adjacent to foundation walls and collects on the
surface ol the comparatlvely lmpermeable solls occurring at the bottom ol the
foundatlon excavalion. Thls can cause damp or wet conditions In below grade
areas of bulldings. To reduce the accumulation of waler, we recommend a
foundatlon draln. The draln should conslsl of a 4-inch diameter open ioint or slotted
PVC plpe encased In free drainlng gravel. The drain should lead to a positive gravlty
outfall or to a sump to be mechanlcally pumped. Backflll placed adjacent to
foundatlon walls should be compacted to at least 95 percent ol standard Proctor
maxlmum dry density (ASTM D 698).
Earth Retainina Struclures
Free standing retalning slructures may be required adJacent to the access
drive trom the frontage road. Several types of retaining struclures are used in the
area. Some examples of diflerent types of walls are listed below:
In-situ Walls And Reinlorcement Systems
Tled-back walls tied back via soil nails or rock anchors
Steel pile and lagging
Mlcro piles
TOU/N OF VAIL
cTUr G$r924 8
Gravity Walls
Concrete or Masonry, with or without a cantilever or
counterforts
Cribs, blns or gablons
Inlernally Stabllized Systems
Mechanically stabillzed earth (MSE) structures
Frictlon reinforcement systems
A "rock wall" is generally a landscaplng feature. Rock walls greater than
approxlmately 6 feet In height do not provlde adequate reslstance to lateral loads.
lf rock walls are used we suggest a maxlmum height of 6feet. The wall should be
battered at an angle of approxlmately 60 degrees, the wldth of the base of lhe wall
should be at least one-half the height wlth a wall face no steeper than 3/4 to 1
(horlzontal to vertical).
Retalning walls that require a foundatlon can be founded with footlngs
bearlng on the natural soils designed lor maximum soll bearlng pressures slmilar
to that provlded for bulldlng foundations. We recommend a coefficlent of frlctlon
between footing concrete and the ground of 0.35.
Retaining walls will be subjected to lateral earth pressure from wall backfitl
and surcharges. The lateral load on the wal! ls a function of wall movement. lf the
wall can move enough to mobilize the Internal strength of the backfill, with
movemenl and cracking of the surface behind the wall, the wall can be deslgned for
the "active" earth pressure. lf ground movement and cracking ls not permltted, the
wall should be deslgned for the "at rest" earth pressure. We suggest 40 pcf
equivalent fluid pressure be used to deslgn for the "actlve" case and 45 pcf
equivalent fluid pressure be used to deslgn for the "at rest" case. An equivalent fluid
density ol 250 pcf can be used tor the "passiie" case. We recommend backflll
behlnd retaining walls be the on-site gravels less than 3 Inches In diameter and be
compacted to at least 95 percent of standard Proclor maxlmum dry denslty. Lateral
TOWI{ OF VA|L
cTL/r G91924
earth pressure values do not Include allowances for sloplng backfill, hydrostatic
pressures or surcharge loads. A foundailon drain should be placed next to the
footing of any retalnlng wall.
We should be advlsed if retainlng structures will be requlred. We can ald the
archltect or structural englneer In the selection and deslgn of retainlng walls to
achleve a good comblnation of practicality, economy and performance.
Surlace Drainaqe
The ground surface around the structures should be shaped to provlde for
rapld run'otf of surface water away from the structures and off road surfaces. We
recommend slopes be at least 12 Inches In the tirst 10 feet. Roof downspouts and
other water collectlon systems should discharge well beyond the limils ol ail backfill
around the bulldings. water should not be allowed to pond belween buitdings or on
roads. Landscaplng and slte grading should provlde for channelization and dlrecting
of surface dralnage down, around and away from all struclures and roads. Areas
where sheetwash can be expected to occur over ground surfaces at this slte during
sprlng snowmelt need to be protected from eroslon. Proper controt of surface run-
off ls also lmportant to prevent the eroslon of surface soils. Sheet llow should not
be directed over unprotected slopes. water should not be ailowed to pond at the
cresl or bottom of slopes. permanent stopes should be re-vegetated to reduce
eroslon.
LIMITATIONS
our borings were widely spaced to provlde a general plcture of subsurface
condilions for site grading and prelimlnary ptanning of development. placement and
compaction of site grading fill and utltity trench backfill should be Inspected and
density tested during construction. We recommend detailed soils and foundation
invesligations be performed at indMdual building locations to devetop design level
foundation recommendations and building criterla.
TOWN OF VAIL
CTUT G$I9'I4 10
Thls Investigation was conducted ln a manner conslstent with that level ol
care and sklll ordinarily used by engineerlng geologists and geolechnicat engineers
practiclng In this area at this time. No other warranty, express or imptied ls made.
lf we can be ol further service in discussing the contents of this report or fhe
analysis of the influence of the subsurtace conditions or the design of proposed
construction, please cail.
CTUfiOMPSON,INC.
-#&*akL
Engineerlng Geologist
Revi
LB:JM:cd
(3 coples sent)
TOWN OF VAIL
CTUT G91924
/i:'fr,\
(,) i
ricjtJlts.E. /
st'".|)c
11
q)
{
h
A
V)
Fr
z
C)
ooFl,O,.
rr1L'
a
F]
E-r
F]EarFTH+''rr1 ;,
E-(z
ioE
C,
EE3rh!=
g6rEF.H6ErolrE9SS3'6oo
KHEs='=ooo L.E(uCL6de
E\d I 8lfi\L'I5\
q)
o
Adi 6.t'
.9 .:'5
,!E€
.96<_-- E
z
ioto
I
mo
z
z|'\,i-l
aflt-r
aF] R
;< \/
U)J>rX t-< Frzs=d*?vo eFr ol-{- ZraA
HF?g3'88trEFOE-Z :
E133
N
I
E2
;a E:; l,ii i
i$ iligBisiu *H;' Ii;-gtgili g
ii' iigE Fi€EE i
efu ;tgt i=ap, !
o)
a0ll qt
o '*i
s*E EE;*t6
Eff 5s E= :;l
EEtr E: el Fsisi; tS !t ill
i;E fi* ii f;i
*E efEF jis$i
r
mUz
Eo
Fq
H
E{
EoFl&X
FI
o
V)UoFl
H
v)
N
€q)
co
oro
(\l
6\l
.d.ca..-;ufrlFroz
Azfrl(9
E
I l*
orNi-r\\coNa)oi
ll+ +rl Ift,l
F*j
Ft Ft C)\\\lo o'o'Cr) :{ F{
o
lO€rS,l l[
E-. F:
t-
coqS*rL
F frf
U Nio
ry$*rl
F f.l
t-olTco*rl
F frl
v
Depth In Feet
o
lo
l.-
t()
v
CVo
Iv)(9
dz
Fo
laa.{ trl q}daq
<.
n
fr
.9
o)oo796
b' Ela,EseE* = 9+E (,' o:2Eo-t5 t g=
=F;? 6 .=-oi 'E xoe. C Y>-e I a$6 O cL ato- 4 <(E
\
lArF\
90.L\z.\
UI(r\
ltl I
o
z
l.-{
/trt*l
V)F] ?c{lrl;-r \'/
V)-tF
s3E
Gr?ovroE zra?
HF?g3'88
P{ EFQE4Z.+
ErsF
A
>
'aa
t{
N
l{
CJ
(toFlotrl
CJ
Fl
Fz
tr]
F.lo
p.{
c)
6
-<----
Ao
-6.I€rf,xo
trl Flr
tU
6f 8.t'
ETE
{
s\
ITdEE
0c
l-. >
O{alo'a_= EE2o625
a
xlorg
()btq
oLt
erI
V)
CJz
&o
trl
Eo
F{
&oFlpr
X
14
ho
mzo
F{
C)oFl
I
I
i
I
I
I
I
,
I
z
m
V)
c)
C)
d
H 8.t,
.9.E'd
dE':
.{.No
I
cn
C,
d
Fl>
< i-r>Fl
.- CJx<
"Fq o
>--Q
FztF< Fl--z o
IE] F4 L)E E-r
;33
g
6<---E
oz
F]F
(n
(,z
-II
o
FIFlE
a
h
FE{<
Somple of
FTOM TH-l AT 4 FEET
of CLAY,SANDY WITH GRAVELS (CL)Somple
From-
GRAVEL 23 %
srLT&ctAY 49 %
PI}STICIW INDEX
GnRvru 12 z
$LT&cLAy 59 7o
PLASrcIryINDEX
SAND 28 %
LIOUID LIMIT
-%
seNo 29 %
UOUIDLIMIT-%
Grodolion
FIG. 5JOB Nn. GS-1924
TH-I AT 19 FEET
Tesf Resulls
rrr--:- * -t-
Sompleof sANp. cLAyEy wrrH GRAVELS (sc)From tH-e ar t+ rger
lorpl"ofFtom rH-3 AT z+ reer
GRAVEL 29 %
sru & ctAY 35 %
PLASIICII"Y INDEX
GRAVEL 13 %
srLT&cLqY s4 %
PLASIICITY INDEX
SAND 36 '7.
UOUID LIMTI
-%
SAND 33 %
UOUIDLIMII-%
Grodolion
GS-1924 Test Resulls
FIG.6
N
I
TT]E
j
F STEEP SLOPE
F sITE
\*
wE FECO0,$G]iD
NO EXCAVATION
BELOW THIS LI}G
EXISTII{G GROI'.ID SI,RFACE
JOB hlt. GS-1924
TY?ICAL NORfi-SOUI}| CRIISS SECTION THROI,GH SITE
FIG. 7
A request for a final review for a conditional use permit to allow Type lll EHUs. for. seasonal
housing, located at 1309 Vail Valley Drive, Public Works Facility/legally described as:
beginning at the Northwest corn€r ol Section 9, Township 5 South, Range 80 west-of the Sixth
Priicipal-Meridian thence S 89'31'49" E 2333.84 feet, along the North line of said Section 9, lo a
point bn the northerly right-of-way fence line of Inlerstale Highway No. 70 thence along lhe
northerly righl-of-way fence line of Inlerstate Highway No. 70 as follows:
S 67"4i'3f W 415.62 feet: thenc€ S78'13'02" W 1534.29 feet, to a point of curvature; thence
456.43 f€et on a curve to the right with a radius of 5580.00 feet, the chord of which bears
580.33'38" W 456.30 feel to a -point on the Weslerly line of said Section 9: thence doparting the
t hortherly righl-of-way fence lind of Interstate Highwiy No. 70 and following the Westerly line of
k said Seclion I N00'i8'21"E 565.11 feet to the point of beginning.
-.F\ Rppticant: Town of Vail, represented by Andy Knudtsen and Susie Hervert
Planner; Dominic Mauriello
A request for a conditional use permit to allow for outdoor seating at lhe Bed Lion Building
(Cledver's Deli, The Chocolate Factory), located at 304 Bridge Streevlots E, F, G, & H, Block
5-A, VailVillage 1st Filing.
Applicant: LandmarkCommercialDevelopmentPlanner: Tammie Williamson
The applications and information about the proposals are available tor public inspection during regular.office hours in
the prbject planner's otfice localed at the Tbwn of Vail Community Development Department, 75 South Frontage
Fload.
Sign language interpretation available upon request with 24 hour notification. Please call 479-21 14 voice or 479-2356
TDD for information.
Community Dsvelopment Department
Published April 1 1, 1997 in the Vail Trail.
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTTCE lS HEREBY GIVEN that the Planning and Environmental commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on April 28, 19-97, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of :
A request for a major amendment to SDD #5 (Vail fun), !o. eliminate the.requirement for three
coveied tennis codrts, located at 1000 Lions Ridge Loop/Lions Ridge Filing #1.
Applicant: ; Vail Run condominium Association, represented by Larry Eskwith
Planner: Dominic Mauriello
A request for a worksession to discuss a major exterior alteration in CC1 and a minor
subdivision, to allow for the construction of a parking garage, 9 accommodation units, 1
condominium and new retail office space at the Gastfiot Gramshammer, located at 231 E' Gore
Creek Dr./Part of Lot A, Block 58, Vail Village 1st Filing.
Applicant: Pepi Gramshammer, represented by Pierce, segerberg, & Associates
Planner: George Ruther
A request for a minor subdivision, to allow for the modification to the existing platted building
enveiope, located at 1082 Riva Glen/Lot 3 Spraddle Creek Estates.
Applicant: Lee Kirch, represented by Gordon PiercePlanner: Lauren Waterton
A request for a major amendment to SDD #4 (Ca.sgad.e Village), to allow f9r a sliel bridge and
modiiications to allbwable GRFA and building height limitations, located at 1150 Westhaven
Lane/Lots 39-1& 39-2, Glen Lyon Subdivision.
Applicant: Timothy Pennington, represented by Sherry Dorwood
Planner: Dominic Mauriello
A request for a residential addition utilizing tlrq 250 Ordinance, to allow for the construction of a
dorm'er addition, located at 2943 Bellflower Drive/Lot 4, Block 6, Vail Intermountain.
Applicant: Frank Bannisler, represented by RKD
Planner: Tammie Williamson
A request to remove a condition of approval, from an approved.setback variance, requiring..that
the exterior walls and roof remain during the remodel process, located at 226 Forest RoadiLot
1 1A, Block 7, Vail Village 1st Filing.
John Kredeit
Lauren Walerton
Applicant:
Planner:
BillWood
U.S. Forcst Scrvicc
P.O. Box 190
Minturn, CO ttl64-5
Joc Macy
Vail Associatcs, Inc.
P.O. Box 7
Vail, CO til6-5tt
CDOT
4201 E. Arkansas
Dcnvcr. CO 80222
CDOT CDOT
P.O. Box 2107 P.Ct, Box 29ll
Crancl Junction. CO 81620 Eap;lc, CO 11163 |
.t iL
THIS ITEM MAY AFFECT YOUR PROPERW
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the PJanning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 ol the Municipal Code of the
Town of Vail on March 10, 1997, at 2:00 P.M. in the Town of Vail Municipal Building' In
consideration ol:
A request to develop a preferred alternative lor Gross Residential Floor Area (GRFA) for single-
family, duplex and primaryisecondary.
Applicant: Town of VailPlanner: Russ Forresl
A request for an interior addition, utilizing the 250 Ordinance, located in the One Vail Place
Building, 244Wall StreeVa resubdivision of Lot C, Block 5-C, VailVillage 1st Filing.
Applicant: Mr. Jared Drescher, represented by Flobert BoymerPlanner: Dirk Mason
A request for a conditional use permit to allow Type lll EHUs for seasonal housing, located at
1309 Vail Valley Drive/legally described as:
beginning at the Northwest corner of Section 9, Township 5 South, Range 80 west of the Sixth
Principal Meridian lhence S 89'3149' E 2333.84 feel, along the North line of said Section 9, to a
point bn lhe northerly right-of-way lence line of Inlerstale Highway No. 70 thence along the
northerly right-of-way fence line oJ Inlerstate Highway No. 70 as follows:'S 67"41'33-W 415.82 feet:lhence S78"13'02" W 1534.29 feot, to a poinl of curvature;
thence 456.43 feel on a curve to lhe right with a radius of 5580.00 feet, the chord of which
bears 580'33'38" W 456.30 feet lo a point on the Westerly line of said Seclion 9:
thence departing the northerly right-of-way fence line of Interslale Highway No. 70 and following
the Westerly line of said Section I N00'i8'21"E 565.11 feet to tho point ol beginning.
Applicant: Town of Vail, represented by Andy Knudtsen and Susie HervertPlanner: Dominic Mauriello
A request for additional GRFA to allow tor an addition to the living room, utilizing the 250
Ordinance. located at 758 Potato Patch Drive/Lot 5, Block 2, Vail Potato Patch.
Applicant: Tony & Terry Perry, represented by Eric JohnsonPlanner: Lauren Waterton
A request for a final plat review, located at 1502 Buffer Creek Road/Lots 41 & A2, Lions Ridge
Subdivision 2nd Filing.
Applicant: Harold & Barbara Brooks, represented by lsom and AssociatesPlanner: Lauren Waterton
A request for a minor subdivision to allow for an elevator addition to the Lodge Tower parcel,
located at 200 Vail Road/Lot A, Block 5-L, Vail Village First Filing.
Applicant:
Planner:
Lodge Properties, Inc., represented by Jay Peterson
Dominic Mauriello
t.'.,
A request for an amendment lo the development plan to allow for outdoor ski storage, located at
458 Vail Valley Driveffract F, Vail Village Sth Filing and Tract B, Vail Village 7th Filing, commonly
referred to as the Golden Peak Ski Base.
Applicant: Vail Associates, lnc.Planner: Lauren Waterton
A request for a residential addition for an expansion of the living room, utilizing the 250
Ordinance, located at 1998 Sunburst Drive/Lot 19, VailValley 3rd Filing.
Applicant: Nate AccardoPlanner: Lauren Waterton
A request for a conditional use permit to allow for a Type ll EHU, located at 392 Beaver Dam
Circle/Lot 4, Block 3, Vail Village 3rd Filing.
Applicant: Howard KoenigPlanner: Tammie Williamson
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 Dev€lopment Departm€nt, 75 South Fontage Road.
Sign language int€rprelation available upon raquesl wilh 24 hour notification. Please call 479-21 14 voice or 479-2356
TDD lor information.
Community Development Departmenl
Pubfished February 21,1997 in lhe Vail Trail. \.
/t
.t
trl'r' MAY AFFE.T YouR PRoPr"O
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Gommission of the Town of
Vait wil hold a public hearing in accordance vlith Section 18.66.060 of the Municipal Code of the
Town of Vail ori March 24,Igg7,at 2:00 P.M. in the Town of Vail Municipal Buibing. In
consideration ol:
A request for a major exterior alteration in CC1, at the A & D Building, located at 286 Bridge
StreeyLots A, B, & C, Block 5A, VailVillage 1st Filing.
Applicant: 286 Bridge Street, Inc., represented by Craig Snowdon
Planner: Dominic Mauriello
A request lor a major exterior alteration in CC1, at the Creekside Building, located at 229 Gore
Creek Drive/Lot A, Block 58, Vail Village 1st Filing.
Applicant: Michael Ditch, represented by Dave CarsonPlanner: Lauren Waterton
A request for a minor SDD amendment to Special Development District. No. 30 at the Vail Athletic
Club, located at 352 E. Meadow Drive/Parcels A & B, Vail Village 1st Filing.
Applicant: vwT 1987 Limited Partnership, represented by John Perkins
Planner: George Ruther
A request for a residential addition, utilizing the 250 Ordinance, located at 778 Potato Patch
Drive/Lot 18, Block 1, Vail Potato Patch.
Applicant: Fred Bartlit, represented by Bill AndersonPlanner: Tammie Williamson
A request for a major exterior alteration and minor subdivision at Gasthof Grarnshammer, located
at 23i E. Gore Creek Dr.lPart of Lot A, Block 58, Vail Village 1st Filing.
Applicant: Pepi Gramshammer, represented by Pierce, Segerberg' & Associates
Planner: George Ruther
A request for a worksession to discuss a conditional use permit to allow Type lll EHUs for
seasonal housing, located at 1309 Vail Valley Drive/legally described as:
t\a beoinninq at the Northwest corner of Section 9, Township 5 Sor.rth, Range 80 wesl of the Sbdh
> Pri-ncipal-Meridian thence S 89'31'49" E 2333.84 feet, along the North line of said Seclion 9, to a
-\ point bn the northerly right-of-way fence line of Interstate HighwayNo. 70 thence along the- northerly right-of-way fence line of Int€rstate Highway No. 70 as follows:
S 67"41'33" W 415.82 feet;thence S78'13'02" W 1534.29 feet, to a point of curvalure;
thence 456.43 feet on a curve to the right with a radius of 5580.00 feet, the chord of which
bears 580"33'38" W 456.30 feet to a point on the Westerly line of said Section 9:
thence departing the northerly rightoFway fence line of Interstate Highway No. 70 and following
the Westerly line of said Section 9 N00"i8r21"E 565.1 1 fest lo lhe point of beginning.
Applicant: Town of Vail, represented by Andy Knudtsen and Susie Hervert
Planner: Dominic Mauriello
The applications and information about the proposals are available for public inspection during regular office holrs in lhe
projeit'planner's officE located at the Towri of Vail Communily Developmenl Dopartmont, 75 Soulh Frontag€ Road.
Sign language interpretation available upon request whh 24 hour notification. Please call 479-2114 voice ot 479-2356
TDD for information.
Community Developmsnt Departmsnt
Published March 7. 1997 in the Vail Trail.1,/
To:
From:
Subject:
Date:
Memorandum
Dominic Maurie{ooTown Planner
Andy Knudtsun;fi
Susie Hervert I i
Conditlonal Use application for conceptual review
February 10,1997
I. Project DescriPtion
The proposed seasonal housing development will be located immediately east of the Public Worfts
Ldministation building. fne lAmini#ation building is located at 1309 Vail Valley Drive on an
unplatted parcel. A survey has been included to further clarify the location ofthe project'
The development comprises of one building, three stories high, with 24 units - l8 of these will be
480 square-foot studiounits and 6 will be 586 one bedroom units. Please note that the smaller
unit can be built out as an open floor plan or with a dividing wall separating the living area from
the sleeping area. A parking lot wilt be located south of the building and will include one parking
space for each unit, an accelsible space (handicap), and tlree guest spaces. All units on the lower
fioor will be handicap accessible. tigring evening hours, additional guestparking is available in
,
the spaces provided iot putti. Works op-erationsiuring the day. A staircase has been included in
the design io allow access to these rpu.ir. A dumpster has been locatedlext to the stairs. which
will be accessible from both tle upper parking lot and the lower parking lot.
II. Evaluation of Conditional Use Criteria
Relationship and impact of the usc on the development objecfives of the Torvn.
The development objectives of the town, as articulated in the Land Use Plan, call for this type of
development. Policies 5.5, 6.1, and 6.3 support affordable housing of this nature.
5.5 The existing employee housing base shouldbe preserved andupgraded.
Additional imployie housing needs should be accommodated at varied sties
throughout the communitY.
6.1 Services should keep pace with increased growth.
6.3 Services should be adjusted to keep pace with the needs of peak periods'
The need for additional employee housing units has been a goal of the community for many years'
The Town Council has identided three seitors within our community which should be served with
families and individuals looking to buy homes;
seasonal wage eamers needing local rental apartments; and
year-round renters looking for homes within the Town'
housing:
l--
a
3--
The fust two projects the Town has done (Vail Commons and Red Sandstone) address the frst
group listed above. In an effort to meet as many needs as possible, the current project targets the
needs of the second group. we hope to providl housing for the third gfoup at later date'
Conceining the provision of services, this project will directly improve the Town's ability to
provide baiic services. The Town hir"r upp-*i-ately 90 seasonals each year. Recently we have
ilaa aim.otty filling all of these positions-.
-
For example, the bus deparhnent experienced ,--
shortages during thi 95/96 ski ,"uron. Although thJTown was willing to pay overtime, it still
couldn-'t fitl eno"gh positions to maintain senrices and as a result had to cut back on the frequency
of bus service. f[is year, after raising wages for bus drives, the Town is still short 3 - 8 drivers
from the total 59 needed each season to fully serve the community'
Residents who will receive first priority for this housing will be the Town's seasonal workers' If
other units are available, staffproposes making the units available to year-round Town ernployees'
The third tier would be criticai employ"es *orkiog for other employers (such as cDoT plow
drivers). Finally, the last tier woufd be other businesses or employees with jobs located within the
municipal Uo*A"ry of the Town of Vail. This priority list is slightly different than what Council
has approved in thi past (year-round TOV workers have been added.) The applicant team plans
to present this to Council to verify that they conclu with this modification.
Effect of the use on llght and air, distribution of population, transportation facilities'
utilities, schools, parks and recreation facilities, and other public facilities and public
facilities needs.
The project will have a beneficial effect on the facilities listed above as they will be staffed with
-or" "-ptoyees
than are currently on-board with the Town. The impact to these facilities by the
24 occupants of the project should be minimal'
The plan does include an on-site park area for the residents. The bench known as Buzzard Park
will Le graded and planted in a way to provide some useable open space for the residents'
Bar-be-[ues and volleyball games are examples of the uses residents may enjoy here.
Effect upon traffic, with particular reference to congestion, automotive an pedestrian safety
and convenience, traffic flow and control, access, maneuverability, and removal of snow
from the streets and parking area.
The applicant team is proposing several rnodifications to the site to improve traffic congestion and
safety,
-
The current level Lf automobile and truck traffic generated by the Public Works site could
be handled in a safer way. Thus, in conjunction with the housing development, the Town Council
has included funds to improve the safety of the tunnel. Traffic generated by both the housing and
the existing facilities will benefit.
CDOT may require safety improvements on the Frontage Roads. Staff will be having a pre-
applicationm.itiog *itnCObT staffon Tuesday, March 18. Depending on the requirements of
CDOT, and the concurrence of the Town Engineer, accel or decel lanes will be added to the
Frontage Road. The applicant team understands that the PEC will need to know the final design
of the improvements (if any) prior to making a determination on the Conditional Use. The
applicant team will work with CDOT to make theirdecision priorto a final PEC vote.
Effect upon the character of the area in which the proposed use is to be located, including
the scale and bulk ofthe proposed use in reletion to surround uses.
The applicant team believes that the key issue on which to focus is the visibility and quality of the
design, as seen from the neighborhoods around the project. Early on in the process, Council
approved the givens for the developrnent, which included the following statement:
Although the existing berm along I-70 screens much of the Public Works day-to-day
operations, some or all of the housing may be visible above the existing berm after
consfuction.
The staff conducted an open house on February 17, 1997 and comments from that meeting are
attached for your review. Two options were presented to the public. A 24 unit options (quite
similar to what is being submitted at this time) and a 42 unit option that included a cantilevered
parking garage. Both options included three story buildings. Most of the comments from the
public that attended the open house expressed a preference for the higher density. Several
comments from TOV staff expressed a preference for the lower density. The visibility of the
development was not a significant concern of the public, which could have potentially affected the
height and/or density. Neighbors attending the open house said that the visibility of the buildings
would not be a problem, if the architecture were nicely done and the parking were screened.
Notwithstanding the interest in the higher density, the lower density plan has been selected due to
consfiains such as budgets and access. The architectural desigl incorporates variety in the roof
line and the southern elevation provides relief and interest, when viewed from the neighborhoods
to the south. The parking lot will be construction at elevation 8254 to 8258' The elevation of the
top of the Uerm is
-AZSS. itt" U"r- is planted with trees, thus there are an additional 15 to 20 feet
of screening on top of the berm. The site plan designer has located the horrsing parking lot behind
a landscape island, allowing more landscape material to screen the parked cars.
The applicant team believes there was some concem by the neighbors ttrl fow quality industrial
type materials would be used on the housing. As this is not the case, and due to the interesting,
high quality architectural desip, we believe this criteria has is met'
nI. Zone Check
The site on which the development will be located is zoned General Use. This zone district allows
Type III Employee Housing Units as a Conditional Use. The zoning standards for this district
are not predetermined as inhost zone districts, but are established in a case-by-case basis by the
PEC. The zoning standards to be determined by the PEC for any conditional use in this zone
district include lot area, setbacks, building height, density contol, site coverage, landscaping and
site development, and parking and loading. On the other hand, the Type III EHU is defined in the
ZonhgCode under Section tS.SZ.OOO (B). Each of the standards in that section are addressed
below:
l- The conditional use application is enclosed.
Z- The parcel on which ihe proposal will be constucted meets the standards of this
paragraph.
3- The units will be counted as .5 for density calculations; however, since there is no
predetermined density limit in this zone district, this point is mutc.
4- The square footage of l8 ofthe units is 480 square feet. The square footage ofthe
other 6 units is 588 square feet'
5- Each dwelling rmit will have kitchen and bathroom facilities'
6- None will have more than 2 bedrooms. Most will be studios'
7- Occupancy will not exceed two persons for each dwelling unit. We anticipate that
18 will have a single occupant and 6 are sized large enough to accommodate
couples.
8- One parking space will be provided for each units.
9 - 13 The development will comply with these provisions now and in the future.
IV. Natural Hazards
The site has been studied several times recently, as the Public Works Bus Barn and Administration
Building have been slated for expansions. The Bus Barn is currently under constnrction and the
ndministation Building is scheduled for expansion during the summer of 1997. Adhur Mears
conducted a comprehensive study of the entire Public Works site in Decernber of 1994. Most of
the report deals with the westem portion of the site. A separate one page report, dated July 23'
l994,ias completed by Art Mears to evaluate the impacts of hazards to the Administration
building, which is locaied on the eastem portion of the site. In that letter, Mr. Mears stipulates
that:
1- The hazard does "not constitute a significant hazard to people;" however,
2- A trench berm is required for the expansion to the Administration Building.
3- Once the proposed diversion structure is constructod, it will bring the site into
conformance with the Town of Vail zoning code.
We believe that the improvements required for the expansion to the Administation Building will
also adequately proteci the bench available for the housing development. Art Mears confirmed
this undeistanding with a review of the proposed development, the existing maps of the Town'
and surveys ofthi area. A letter from him is attached to this application. The Applicant team has
scheduled him to conduct a site visit once the snow has melted to confirm his understanding. His
updated review will be providod prior to building permit issuance.
IV.Process
We propose to follow the schedule shown below. Please let us know if you believe the schedule
should be planned any differently.
PEC application deadline
PECiDRB worksession
Status report to Council
PEC final hearing
DRB hearing
Grading permit submitted
Grading permit issued
Building permit submitted
Building permit issued
Occupancy
March 17
March24
March 25
April14
April 16
Late April
Early May (approximately 7 days after submittal)
Late May
Early June (ryproximately 21 days after submittal)
December I
\- (tbl;ru4/4 n^r&^
hft /",4. - uol i'
Secli "'^'
- lJoslt^ e(e'ro*'l^/
- u.o Ml./
--- wri*lqrrr o,,, noc{u./
- Pd/
.-- l*,dsa7fi (,ot)r,/
- d,tnpW.,/
^ )e*d{"^ br;ll,n l/
- slLt"r.
MEMORANDUM
TO: Andy Knudtsen, Senior Housing Policy Planner
FROM: Dominic F. Mauriello, Town Planner
DATE: March 19,1997
suBJECT: Proposed 24 EHUs at Public Works - conditional Use Application
A cursory review of the proposed plan has been performed by the. Planners. Plans were not
routed to other departm'ent's due tb the lack of tirire between the date of submittal for the
worksession and the Oate ot the hearing. However, theil input was received at a DRT meeting'
Here is a list of items that need to be addressed in your final submittal materials for the April 14'
1997 hearing. Please notJin"t the all required items must be provided by 9:00am on April 26'
1997 to allow one week for plans to be routed and reviewed.
Please include/address the lollowing:
1. Provide a final grading plan which clearly shows proposed grading, retaining walls, and
rhe like. provide JO"idif of all retaining watts, wnicn shows the top and bottom of wall
elevations.
2. Provide a revised site plan which agrees with the grading plan. Please also
show/indicate the following :
a. provide a section through the development (north/south) to clearly show the
changes in elevations.b. Provide a delail ol the trash enclosure.
c. Show the localion of the log cabin on-site.
d. Show all improvements to the open space recreation area'
e. Show a proi:osed location for access to the proposed North Trail.
f. Address issues in the PEC memo.
g. provide final building elevations, including north elevation. The elevations should indicate
proposed eve and ridge height elevations.
4. Provide an indication of buiffing materials, colors, window trealments' etc..
S. provide a detailed lighting plan with cut-sheets and show compliance with the lighting
ordinance.
6. provide a landscape plan with a schedule of proposed plantings. Please also address
snow storage and the open space treatments on this plan.
7 - please address all issues raised in the staff memo to the PEC dated March 24' 1997 -
.l
TO:
CG:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Andy Knudtsen, Senior Housing Policy Planner
Mark Donaldson, Architect
Mike Mollica, Assistant Director of Community Development
Dominic F. Mauriello, Town Planner
April 1 1, 1997
Proposed 24 EHUS at Public Works - Conditional Use Application
I have reviewed the revised plans that were submitted to me 9n Aprll q. The meeting.on the April
14 is a worksession. Finil r6view is scneduled for April 28. The dnly issues being addressed at
the worksession relate to architecture and building height. The plans' as submitted are
incornpfete and will need to Oe compieted by ApriitS a--nd submitted to me by 3:00 pm to remain
o" inii ig""Oi. Please be sure to irrovide iwo comprehensive and complete sets of plans and
reductions.
The following items are needed prior to the linal hearing on this development as outlined in my
memo of March 19, 1997 and April4, 1997.
Please include/address the following:
1. Provide plans (grading and site plan) which address all improvements related to access'
the tunnbl, oird accesi, and pedestrian access. The plans as submitted do not show
these items on the th;. Be bure that all characteristics of the access are addressed
including walls.
2. The landscape plan includes numerous Aspens with a caliper of .1 .5"- The design
gridetin"s rdquite all trees newly planted to have a minimum caliper of 2"' Also, as a
fioint ot intormafion, tne ORg anO'pfC expressed that trees should be substantially sized
trees.
3. Please provide a copy of the traffic study performed lor the development.
4. Address the issue of interior parking lot landscaping.
5. Address the issue of bus stop location and provisions for residents in the development'
6. Stake the building height on the site and also provide an accurate layout of the structure
on the site.
Page I of2
Ploge provl.le the tollowlng prior to DRB revlew:
1. Provide an indication of building colors' etc.
2. provide a detailed lighting plan with cut-sheets and show compliance with he lighting
ordinance.
TO:
CC:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Andy Knudtsen, Senior Housing Policy Planner
Mark Donaldson, Architect
Mike Mollica, Assistant Director of Community Development
Dominic F. Mauriello, Town Planner
April4, 1997
Proposed 24 EHUs at Public Works - Conditional Use Application
I have reviewed the revised plans that were submitted to me following the March 24 PEC
woksession. The meeting dn the April 14 is now proposed to be q worksession' The only item
thlt has changed related i'o tne Oevdtopment plans, as submitted, is the.architecture of the
fropo-eO builiing and the dumpster eiclosurb. Therefore, I am supposing that the worksession
will be limited to discussion reg'arding the architecture as all of the other required plans have not
been submitted.
The following items are needed prior to the final hearing on this development as outlined in my
memoof March 19,1997.
Please include/address the following :
,,/l . provide a final grading plan which clearly shows proposed grading, retaining walls'.
access and the-like. Fiovide a detail of hll retaining walls, which shows the top and
bottom of wall elevations.
2. Provide a revised site plan which agrees with the grading plan. Please also
shodindicate the f ollowing :
y' a. Show the location ol the log cabin on-site.,/b. Show all improvernents to the open space recreation area.
,./c. Show a probosed location lor access to the proposed North Trail'
provide plans which address all improvements related to access, the tunnel, bike access'
anct pedb$rian access. The plans'as submitted do not show these items on the plan'
provide a landscape plan with a schedule of proposed plantings. Please also address
h,Ftr/lhe open space treatments on this plan.
5\l+t14tttl'\,/ 5. Show all mechanical and other projections on the building (exhaust pipes, etc.)'
@ please provide a copy of the traffic study performed for the development.
,/7. Provide the view analysis of the site.
Page I of2
p
10.
Address the issue of interior parking lot landscaping'
Address the issue ot ort'":to[i*"tion and provisio-ns for residents in the development'
stake the building height on the site and also provide an accurate layout of the structure
on the site.
,/ 11. The Planning Staff has a concern regarding.the revised archit.-"jYt"' We believe the
proposed ttat root section is inconsisientwitn tne architecture on the remaining portions
of the building. We atso believe it does not address the issue ol "stepping" the roof as
discussed by the pEc. we also have concern with the stag_gering of windows on the
sourh etevation. However, staff will feaueliis iitr. to tne ieC ind DRB to make the
determination.
Please provide the following prior to DRB review:
1. Provide an indication of building materials, colors, window treafilents' etc"
2. Provide a detailed lighting plan with cut-sheets and show compliance with the lighting
ordinance.
Printed by Dominic Mauriello o4 /97 9 : 21am
From: Dominic Mauriello
To: AndY Knudtsen
subject: Public works Housing PEC
===NOTE====CC: Mike Mollica
Since you were aL the hearing I will
noL provide a complece sununary of the
meetr-ng.
Here some issues which i believe
represent the majority opinion of the
PEC ANd DRB:
- provide substantial Lrees and
landscaping adjacent to the building.
Improve *s and sizes of trees. use
more conifers
- Provide more extreme roof off-sets !o
breakup the mass. step bui-Iding as
much as possible.
- provide some decks on the buildinq
malbe sorne faux decks with sliiling
glass doors.
- As a matter of fact. The Design
Guidelines do apply to all development
within the Town, therefore T-111 or
other prohibited material (vinyl) is
not aflowed. Also lighting ordinance
musE afso be complied wi-th.
- Ttle majority seemed to agree that the
interior landscaplng requirement be
complied with. r would also expect at
least one me ber to push very strongly
for landscape islands in the public
works parking area.
- ped access should be provided and the
bus stop issue should be addressed'
Please provide alt of the materials
requested in my previous memo to you.
Please also include the folfowing
ISSUeS:
- show all- mechanical projects on the
roof and exterior of the building.
- a complete set of pfans are needed.
rf the survey is in error' Pleaseprovide a revised survey. The Plan
must address the tunnel and all-
imDrovements related thereEo.
- provid.e a coPy offor our files,
- consider the use
model
Ehe traffic study
of a rough massing
provide a view anafysis
Pager 1
Printed by Dorninic Mauriello 04 /97
- provade any written and graP-
in?ormat.ton from the tranaportation
clivlsion regarding bus scoBs,
operatlon, demand, etc.
- accurately stake the Bite and sLake
oroposed roof hetgtrt. make sure the
itais accuratety sbow proposed ridge
Llevations and both existing and
finighecl grade.
Thanks,
Doninic
9:21an
Paget 2
Printett bY Dorninic Mauriello 79 /9'1 11:51an
From: Dominic Mauriello
To! Andy Knudtsen
subject: f wil: Acreage
===URGENT=NOTE========3 /ag / 97==2: 11pm==
I only need the Eotal site acreage'
Thnaks,
Dom
pr6=5y : =Andv=I(nudLsen= 3 / 78 / 9 7 ==S I 3 lprn==E\td to :
Doninic Maurielfo, Susle
Herverf
susie,total
Donrt
Fwd=by: =Sus ie=Herv 27|.=J / 19 /97 -10:4 8an=-
Fwd tO! Andy l(nudtsen
CC: Dominic Mauriello
t6v owns approximately 17 acres (I
don't know how much we gained through
the Forest Service exchange) 6'5 acres
is usable (bl ilgs /parking / circuf a t ion ) -
This is from the Town Shops master
plan.
do you happen to know what the
site acreage of the shops is?
include the snow dump, because we
own that area.
Page: 1
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-2452
RE:Public Works Scasonal Housing
PEC application deadline
PEC/DRB worksession
Status report to Council
PEC final hearing
DRB hearing
Grading permit submittcd
Grading permit issued
Building permit submitted
Building permit issued
Occupancy
D e partme nt of C ommuniry D eve lo pment
March l7
March 24
March 25
April 14
April 16
Latc April
Early May (approximately 7 days a0cr submittal)
Late May
Early June (approximately 2l days after submittal)
Deccmber I
March 5, 1997
Mr. Mark Donaldson
PO Box 5300
Avon, CO 81620
FAX 949-5205
Dear Mark:
At yestcrday's workscssion, thc Town Council rcviewcd thc work donc to datc on thc project and
gave thc grccn light to pro"""d with applications to thc Planning and Environmcntal commission
ipBq una to thc Coloiaao Dcpartmcni of Transportation (CDoT). Thc rcviscd schcdulc is as
follows:
Now that we have the "go-ahead", there are three parts of the PEC applicalion which I would likc
you to focus on. The first is developing elevations for the buildings, rcfining the floor plan, and
wrapping up any loose ends that might exist on the architectural drawings.
{g *r"r"uoru*
The sccond is to take thc sitc plan to the ncxt lcvcl of dctail' I undcrstand you will coordinatc
with Alpinc Enginccring a a.t.Lin. thc finishcd gradcs, to definc thc cxtent of rctaining walls,
to verify that the prcliminary architcctural plan con-forms to thc standards of the cTL Thompson
geo-technical rePort' ctc.
The third item will be to verifu that the dcsign conforms with zoning' Most of thc standards arc
determined by the PEC .;;;;il;aonditonal Use process, such as setbacks' building hcight'
dcnsity confiol (GRFA and nombcr of dwelling units), sitc covcrage' landscape arca' and parking
supply. However, *ln" "i.-.nts
of the design must conform to specific standards such as snow
;;;;. area and landscafe area within the parking lot, Staffhas run tlrc numbers on thcse two
itcms and has dctermincd that the snow storage aica is adequatc, but that the landscape area is
fZ+ ,quu." feet less thanlhe 1061 square feei (or l0%) rcquircd. Pleasc adjust thc plan
accordingly.
As you can see in the schedule above, we are shooting for the March I I application de4i1:' I
will nced your part of the submittal no later than noon on Friday March 14' I would also like to
mect with you in the nc*t i"* days to sce ifthere arc othcr aspccts of thc projcot which should bc
addresscd now, to ensure an carly construction start date. I will call you soon to set up a
meeting time - can we shoot for latc Monday moming?
If you would likc to talk about any of thc points in this lcttcr, just givc me a call at 479'2440'
Thanks for all your crcativc cncrgy that you havc pourcd into this. Thc council likcd thc work
that has bcen done on thc projcct to datc'
Policy Planncr
Bob Mclaurin
Suzannc Silverthome
L^arry Grafel
Susie Hervert
Greg Hall
Susan ConnellY
75 South Frontage Road
Vail, Colorado 81657
970-479-2 I 3 8/479-2 I 39
FAX 970-479-2452
Marcb 5, 1997
Mr. Glen Palmer
Alpinc Engineering
PO Box 97
Edwards. CO 81632 FAX 926-3390
PEC application dcadlinc
PEC/DRB workscssion
Status rcport to Council
PIIC final hcaring
DRB hearing
Grading permit submitted
Grading permit issucd
Building pcrmit submi(tcd
Building permit issued
Occupancy
March 17
March 24
March 25
April 14
April 16
ktc April
Farly May (approximatcly 7 days aftcr submittal)
Letc May
liarly June (approximatcly 2 | days aftcr submittal)
Dcccmbcr I
D e partment of C ommunity D eve lo pment
RE: Public Works Seasonal Housing
Dear Glen:
At yesterday's worksession, thc Town Council rcvicwcd the rvork donc to date on the projcct and gave_thc
grecn light [o procccd with applications to thc Planning and Environmcntal Commission (PEC) and to thc
Colorado Department of Transportation (CDOT). Thc rcviscd schcdulc is as follows:
Now that we havc the "go-ahcad," we would likc you to procccd with prcparing an application t31 CnO].
After speaking with Grcg Hall, wc believc thc bcst and most efficicnt approach to usc with CDOT is to bc
as comprehcnsive as posiiblc from the start. I would like CDOT approval beforc April 14, the datc of thc
final PEC hcaring. I will be calling you soon to discuss CDOT's schcdule and to dctcrminc a rcalistic
tum-around time.
Thanks for all the work you have put into this projcct.
,fu'/V
Andy Knudtfn
Senior Houilng Policy Planner
Larrv Grafel. Susie Hervert. Gree Hall
susan conneily, Mike Mollicaptrfu Mauddlo t
{P ^""'"'"o'u"
F:qver],onc\Andy\97-l.tte\tlm€r.104
Meeting Minutes
February 17,1997
Public Works Seasonal Housing
Reviscd February 20, 1997
Plcasc rcfer to shadcd tcxt,
Distributcd to rnoeting panicipants:
Lany Grafel
(ireg ilall
Susic I Iervcrt
Susan Connclly
Mark Donaldson
Jirn Vicle
Craig tsruntz
Andy Knudtscn
Copicd to:
Suzanne Silvcrthomc
Mikc Mollica
bnrinic Mauriello ;
Mark Donaldson prcscntcd plans. Qucstions that followcd focuscd on whccl chair acccssibility,
rctaining walls, finishcd gradcs, and utility scrvice, specifically thc scwcr $ervicc and a potcntial
upgradc nccdcd to thc lift station.
After rcvicwing the cost cstimates by Craig Bruntz and Jim Viclc, thcrc wcrc qucstions about
sprinkling and paving costs, Dividing costs bctwecn thc housing projcct and thc administration
cxpansion for sitc work must bc donc.
After discussion of the crul, thc group decided to tablc the discussion with Council
until March 4,1997.
Outstanding issues to rescarch includc:
Sewer
What can the current capacity of the lift station?
What would it cost to expand the capacity, if needed?
Staff: Andy and Susie to meet with Alpine Engineering
Hazards
Docs thc mitigation rcquired for the Administration cxpansion also protect thc proposcd
housing?
If not, what typcs of mitigation are required?
Staff: Susie to talk with Art Mcars and send info to him to review.
Geo-Tech
Does the proposcd design conform with the technical standards of the CTl-Thompson
soils study?
Staff: Andy, Susie to mcet with Alpine
CDOT
What are current traffic counts? Who can do thcm and when?
Do wc cost cstimatcs from Alpine for acccl/decel lanes?
What is thc number of units, bascd on 1997 figurcs, which is thc minimum CDOT would
allow?
What docs thc variance process cntail and docs thc Town want to pursuc that option? |
Staff: Andy, Susie and Grcg to discuss with Alpinc.
Tunnel
What kind of improvcmcnts can bc madc to thc cxisting tunncl to make it safcr?
Is thcrc a way to quantify thc amount oftraffic which is "safe?"
Staff: Andy, Susie and Grcg to explorc options and thcn discuss with Alpinc.
Next Step
Meeting bctwecn TOV staff, Mark Donaldson, and Alpinc Engineering scheduled for
Thursday, February 20, 1997 at 8:30 am at the PW admin conference room.
veryoie!nd)^97-!d min\ pr-ioE{.2 I 7
tr.
Meeting Minutes
February 20,1997
Public Works Seasonal Housing
Distributed to meeting participants:
Glenn Palmer
Greg Hall
Susie l{ervert
Mark Donaldson
Andy'Knudtsen
Copied to:
Larry Grafcl
Susan Connelly
Mike Mollica
Dominic Mauricllo
John Gallegos
Sewage Lift Station Capacity
After discussing different ways to calculate the scwagc flows from the sitc to cvaluatc the
capacity of the system, we detcrmincd it would not bc necessary. John Gallcgos describcd the
existing facility and said that thc curent lift station capacity can acconmodate an additional 24
dwelling units. The following factors influcnccd thc discussion:
t Thcre is a storage cistern which collccts thc flows until sufficient quantity rcquircs
pumpingl
' The primary pump runs approximatcly fivc hours a day (fivc hours indicates that
the systcm is not currently ovcrloadcd);> In the past, the only problem cncountcrcd with thc current system occurred whcn
the primary pump bumcd out;
' A secondary pump exists on-site and can be activated in the event that the primary
pump is not functioning;
' An improvement to the cxisting situation would be to add a warning system (which
includes a phone line) at a cost of about $500. The current waming system
switches on a light located on the outside of the building. However, the people
who know the meaning of this signal do not pass by the building frequently enough
to monitor it adequately. A better warning system would enable TOV staff to start
the secondary pump immediately, thus preventing any back up'
In addition to the description of the existing situation, Glenn Palmer pointed out that the demand
on the lift station will altemate between the Public Works operations and the housing component.
Demand will altemate between weekdays and rveekends, as well as day time and evening hours.
In conclusion, the information presented by John Gallegos adequately answers the questions about
lift station capacity for the proposed 24 units and additional research is not needed.
.al
CDOT
Staff has lcarned that thcrc is not an existing acccss permit on filc with CDOT. CDOT will
grandfathcr the sitc, as the on-site activities wcrc in existence prior to 1979. CDOT will use
traffic counts calculatcd on Fcbruary 26,1997 as thc basis for thc decision. Kris Widlak will do
thc counts. Glenn Palmer will use thc 1990 taffic counts to approximate the level of density
which falls below the 20% threshold. Once Kris' work is available, Glenn will verifo (or modif,)
his work dcpending on thc differcnces between the 1990 and 1997 counts. Glenn will take into
account the following factors to determine the potential density: live/work, mode split/bus
availability, reduction for one bedroom units. Glcnn said that the variances are rare in Eagle
County, although a variance may be possible if improvcments exceed one million in cost. CDOT
will take accident history and site distance into account when reviewing the access permit request.
CDOT may be interestcd in housing somc of their employecs at this location.
Details on Kris' work:
Wcdncsday, February 26. 6:30 am to 9:30 am and 2:30 pm to 6:00 pm.
Must count trips and vehicle tYPe.
Greg Hall to crcatc a chart for her to use'
She will break down calculations into quarter hour scgments.
Crcg to mcct with Kris and Andy to rcvicw thc proccdurc she is to use.
Desired Intersection Improvements
At this timc it is unclcar what CDOT will or will not requirc. From Greg's pcrspectivc, thrcc
improvcmcnts should takc placc to makc thc intcrscction a safcr place. Thesc improvements are
ncedcd givcn the current dcmands at thc site, indcpcndant ofthc housing devclopmcnt.
L Incrcasc thc site distancc at thc interscction. This may requirc Federal Highway
Administration approval, dcpending on thc amount of land necded. There may bc
simpler solutions, such as a four foot boulder wall, which would not require FHA
approval. If CDOT can review proposed changcs and rccommend approval, FHA
can turn around a r€quest quicker than their typical 12 month review period.
2. Expand the on-site driveway tuming radius north of the tunnel and push the access
drive to the north. There appear to be two different slopes adjacent to the bend in
the drive. Are the soils stable enough at this location to expand the turn in the
road?
3. Addaccel/decelllanes. Intheorderofpriority:
a. Left turn lane headed east,
b. Accell lanc headed west,
c. Decsll lane headed west.
75 South Frontage Road
Vail, Colorado 8],657
970-479-21 3V479-2 t 39
FAX 970-479-2452
Fcbruary 20.1997
Departrnent of Community Development
Mr. Craig Bruntz
1000 S Frontagc Road, Suitc 202
Vail Colorado ll 1675
FAX 476-3423
Rc:Cost cstinutcs for Courcil rrrccting March 4. I 997
Dcar Craig.
Thc purposc of this lcftcr is to confirnr our bricf convcrsation this ntoming at thc Public works
adnrinistratiorr ofticc. Altcr nrccting rvith llob McLaurin yqstcrday' staff is planning to prcscnt thc 24 unit
.
option to Town Coulcil orr Maroh 4th fbr thcir rcvicrv and conlrncrtt. In prcpalation for tlrat nrccting. stafT is
nailing down a varicty of issucs. Onc oltlrcm is thc cost of construction. which is rvhcrc yott col c In'
wotrld you plcasc rcfinc thc work you havc donc to datc, using thc follorving gridclincs:
l. Assumc that 24 units rvill bc constructcd. although thc crrtirc prtrjcct nray not bc built duting
onc building scason. Thus, all cxcavation, paving. utilitics, parking lot arca, foundation
work, ctc. ntust bc irrcludcd in thc initial cflbrt'
2. Idcntify thc costs fbr cach ofthc cornponcnts listcd abovc'
3. Cost out thc rclttaining rvork in rnodulcs of l2' ltt and 24 urrits'
Staff will bc nrccting with Alpinc Enginccring to discuss the cost of sitc work ncxt Tucsday nrorning' Would
you or Hcnry bc auailablc to icvicw your rvoik Monday aftcmoon? Plcasc fax it to nrc and thcn plan to
discuss it ovcr thc phonc that aftcrnoon.
All of thc staff apprcciatcs horv rcsponsivc you havc bccn in nrcctir.rg our carlicr dcadlinc. Wc look fonvard
to working with you on the rest of thc projcct.
Bob Mclaurin
larry Grafel
Susic I Iewert
Susan Connelly
Mikc Mollica
Dorninic Mauricllo
Mark Donaldson
d,-"1-,&'-
{g r""o""o'u"'
Glenn Palmer will evaluate the costs of these thrce solutions by the next mccting. These costs
may be helpful for discussions with CDOT. Andy pointcd out that thcsc sitc costs should bc kept
separatc from the building costs. Hc rcfcrenced Bob Mclaurin's statcment from the previous day
that the housing element should not bear the cost of sitc improvcments at Public Works.
Hazards
Susie spoke with Art Mears on February 18 and has followed up with a letter to him and a copy
of the plans, Art will evaluate the hazard risk for the potential 24 unitdevelopment. He will look
at both debris flow and rock fall. Staff anticipates that the berm required for the Administration
addition will also protect the housing from debris flow. Art will confirm or deny this assumption'
Geo-Tech
There was some concern expressed about a potential encroachment into the hillside by the eastern
most pod of units. Andy will ask Mark Donaldson to provide a section at the worst case end of
the building.
The section must include a l0 foot scparation bctwcen thc building and thc upper drainage swale.
Mark's officc should confirm that the J and K topography matches the aerial topography, and then
use the aerial topography as thc J and K survcy docs not provide cnough contours up thc hillside.
Finally, the section must document that thc eastcm most pod conforms with figurc sevcn of thc
CTL Thompson report.
Alternatives for bringing this pod into conformancc with thc CTL Thompson report include:
raising the elevation of the wholc pod; eliminating a crawl space and pouring slab on gradc;
shifting the pod to thc south, in front of the rest of thc building; canting thc building so that the
eastern end is located further south: etc.
Next Step
Meeting with between Greg, Susie, Andy and Glenn Patmer scheduled for Tuesday,
February 25,1997 at 9:00 am at the PW admin conference room.
ryone:srdl^97-rdmin\ Ff,-not s.220
Memorandum
To:Mark Donaldson
Glenn Palmcr
Craig Bruntz
Andy Knudtsen
Susie Hervert
Susan Connelly
Larry Grafel
From:
Date: April 17, 1997
Subj: Revised program for the Public Works Seasonal Housing project
Today, the Town staff met to review the budget and determined that we will not present any
information to Council next week, but will wait until May 6, when we can have more accurate
cost information. At this meeting staff agrecd to a program of 2l efficiency units and 3 one
bedroom units. The efficiency units will all be "one room" in style and will be approximately 450
square feet. The one bedroom units will be approximatcly 550 square feet. Rather than meeting
todiscuss the changes, I believe updating the plans sequentially will be more efficient for all of us.
l- Mark, please update the floor plans, site plan, and elevations to reflcct thc new program.
Downsize the existing one bedrooms on the eastem end of the building to efficiencies.
Please drop off four sets of plans to me by Friday at noon and I will distribute to Susie
Hervert. Dominic Mauriello, and Terrie Martincz. Also, pleasc deliver a set to Glenn
Palmer. If you cannot make this turn around, at a minimum, drop offthc revised site plan
by Friday and the rest of the set by Monday at noon.
2. Glenn, please update the site plan, including the steeper housing drivcway, the associated
boulder walls, the culvert betwecn structures, and the utility information. Please make
clear delineations along the driveway as to thc areas which are indcpendent ofeach other.
Also, please highlight the differences between existing and finished grade in the parking
and driveway areas -- the important information to identifu is the amount of filI required
above the existing pavement. The amount of curb and gutter is also a concern and we
woutd like to discuss ways of eliminating some of it, prior to finalizing this iteration of the
site plan. Please deliver to four sets to me, a set to Mark Donaldson, and a set to Craig
Bruntz by Monday at noon.
3. Craig, please update the cost analysis, based on the revised drawings and fax a copy to me
and Susie by Wednesday at noon,
Thank you all for your cooperation, and please call me if you would like to discuss this plan.
To{
0t
t
lll
6
$sdb
L
-l
Ir,'
ar
!q6lr
On-
=- lf\:- ts
I
I
!J
fl
j
E
TS'd -HrOr.
T$
*r
i$Nisi
EN rI
o--r I
I
,
t-
l
I
,
zShZ-l',th
ft-..la r,"+z'r rJ lat .q t*tc'\t(ri ' "A, rrt-vj
I
F
I
uJ
,fi
a-l
.\..
ZS.ll l56l-8T-dd'J'd sL33lllorru ornts'd ws 6vG wE
A^r* (\q'"'.-'
DEPARTMENT OF COMMUNITY DEVELOPMENT
ELECTRICAL PERMIT
9\k1n-o,r-,^- u..M+<
1309 VIJ{rrl#bLEiHR Status. .
1309 VArL VALLEY DR (rowNApplied.
ON JOBSITE AT ALL
perrnit # :
TIMES
E96-0223
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-479-2L38
OWNER
E Iectri ca [--->
NOTE: THIS PERMIT MUST BE POSTED
Job Address
Location...
Parcel No..
Project No.
2101-09 2 -0 0-0 01
PRJ9 6-0 04 0
Issued..
Expires.
Phone:970-8
ISSUED
oe /rL/Lee6
oe /rr/Lee603/ro/ree7
58-4989
Description: ELECTRICAL FOR FUEL DISPENSING SYSTEM Valuation:5, 000 . 00
*f*l**':H****#**ffikt*l*rffi(ffiffi# tEE SUHI'IARY ffi*lrtr*************ffi**f}ffi**ffiffi**
APPLICANT CACTUS CONTRACTING INC.
199 APPLEWOOD DRTVE, FRUTTA/ CO 81521
CONTRACTOR CACTUS CONTRACTING INC.
199 APPLEWOOD DRTVE, FRUTTA, CO 81521
ALLSTATE INSURANCE CO t TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
90.00 TotaI catcutated tees--->
Additionat Fees--------->
Totat Pernit Fee-------->
Phone: 970-858-4989
93.00
.00
93.00
DRB Fee
Investigation> .00
I'l i Lt CaLt----> 3.00
ToTAL FEES---> 93.00
Paynents--------
BALANCE DUE-----
*****Jrffi *ffi ffirffirri*irffi ***#rr*i*Jr*ffi tr***#rff.********rr*#*******rdr**ffiffi :|'tffi 'Firkffi ***
Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division:09/Il/1996 CHARLIE Action: APPR PER ERNST
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
DBCI-,ARATIONS
I hcreby acknowtedga thBt I have read this appticatron, fitted out in futl, the information required, compteted an accunate ptot
ptan, and stat. that atl the information providcd as requi red is correct. I agree to comply ]rith the infornation and ptot ptan,
to compty lrith al,t Tovn ordinances and state [avs, and to buitd this stfucture according to the Town's zoning and subdivision
codes, design review Bpproved, Uniform Buitding Code and other ordinances of the Toyn appIicabte thereto.
REOUESTS FoR INSPECTIoNS SHALL BE IIADE TI.,ENTY-F0UR HoURS IN ADVANCE BY TELEPHoNE AI 179-2138 OR AT oUR oFFICE FRot'l 8:00 Att 5:00 P
7-"-./_
SIGNATURE OT OI.INER OR CONTRACTOR
'OR
HIiiISELF
^-F='or:1:.-
E?e:: uounEv ass"sf urrrce tf,5 "r 970-32_8-8640 _f-or parcer'lF TowN oF VAIL coNsTRucTroN
IPARCEL llz2lot-6?9- Oo-6ol PERMTT AppLrcATroN FORM,v" DATE:
PERI.IIT rf
PBs?.6-oo</o
, APPLfCATfON MUST BE FfLLED oUT COMPI,ETELY oR IT MAY NoT BE AccEpIED
X*********** ****************** PEtllitfT fNFORUATJON ************** !r*********** ***,l
t]:":r:tl7-,1_l-Plurnbins [{-Electrtcat [ ]-]rechanibar [ ]-other7o tav oF -Vt4t 1 ,-. z \- r
Job Name: Onts Baartz (-p/a..) Job Address, /3eg____Uo;_g Vd/24/ \Dp
tegal Description: Lot
Orirners Name:
Architect:
Block_ Filing sunorvrsroll ,
Address:
Address:
Ph.
Ph.
General Description:
work crass: D{-uew [ ]-Alteration [ ]-AdditLonal [ ]-Repair [ ]-other
Number of Drtrelling Units:Nuruber of Accomnodation Units:
^ {prnber and Type of Fireplaces: Gas Appliances_ Gas Logs_ wood/peltet_v
/t_::::-_******************..-.;#_;l?3tto* *********************************
PLUMBTNG:
isiooo. ocBurLDrNc: $ _ rr,Fcfnrcl-r,-:-$5Ooo. OO orHER:
4 :^'.- lanlrr"v,E_ >nc,a.> 4p Fnuiye , 7.
Address:
Electrical Contractor :Address: /A?
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
********************************FORBUTLDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMTT FEE:
EIECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of vait Reg. No.C/o3-€
Phone Number:
Phone Number:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
Reg. NO.
oFFrcE usE *******************************
BUTLDING PI,AN CHECK FEE:
PLIJI'IBING PI,AN cHEcK ,FEE:
MECHANTCAL PIAN cHEcK FEE3
RECREATTON FEE:
CI,EAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDTNG:
STGNATURE:
ZONTNG:
SIGNATURE:
cIjEAN ItP IIEP.OSIT REFIIND A0:
75 south tronlage ro.d
ueil. colo.edo 81657
(303, 479-2L38 ot 479-2L39
TO:
FROM:
DATE:
SU&TECT:
Read and acknowl_edged by:
otllce ol communlly deyelopmcnl
ALL CONTR.ACTORS CURRENTLYL REGISTERED WITH THETOT{N OF VAIL
TOWN OF VAIL PUBLTC WORKS/COMMUNITY DE\IEIOP}TENT
llARCIt 16, 1988
CONSTRUCTION PARKING & UATERTAI, STORAGE
rn surnnary, ordinance No. 6 states that it is unrawful for anyperson to litter, track or deposit ""i-""ir,-"J"i, sand, debrisor naterial , including trash iunpsters, portabre toirets andworkmen vehicres. upon any streetl siaewair, -;ri;y or publicprace or any porti6n tneieoil- iie right-of-way on arl Town ofVail streets and.Ig"g= ii approiirnately 5 fr. off pavement.Ttris ordinance r]1] b".;t"_i;iit"lnforced by the Town of VaitPubric works DeDartment. pers3ns found vi;ratin; this ordinancewill- be given a 24 hour trriti""--""ti""-t"-;:;;;;"="id naterial.In the event the person so notified.does not comply with thenotice within the- 24 hour ti","-=p."iii;,"ii.-i"rric worksDepartment wirr. remove said natei:..t .t it "--"ri"ise of personnotified. The nrovisions-or-'titi=-"rai;.;; ;frIii' not beapplicabre to clnstruction, urainienance or repair projects ofany street or alley or any utilitres in the right-a_way.
To review ordinance No. e in full, please stop by the Town ofvail Buirding Departrirent to obtiin a copy. tirani you for yourcooperation on this natter.
'?,/czu s &ar/*a-Y,\" ;. z,-a
Project (i.e. contractor, ordner)
ositionTRellEi6E
p
0 MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY g, 1994
WHEN A "PUBLIC WAY PERMIT'IS REQUIRED
TO:
FROM:
DATE:
RE:
Please answer lhe following
1) ls this a new residence?
2) ls demolition work being performed
that requires the use ol the right
of way, easemenls or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls ditlerent acress needed to site
other than existing driveway?
6) ls any drainage work being done
aftecling the right of way, easements,
or public property?
7) ls a'Revocable Right Of Way permit'
required?
8) A. ls the right of way, easements or
public property to be used lor staging,
parking or lencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
n@aroing the need for a "Public Way permit.:
YES NO
/-'
!f19u- alswered yes to any of these questions, a "Public Way Permit" must be obtained.?ublic Way Permil" applications may be obtained at the public Work's office or atC9.1ir1u1itV Development. lf you have any questions please call Charlie Davis, the Townof Vail Construction Inspector, al.4Z9-215f,.
I have read and answered allthe above questions.
puss F.*r<l,.--
Job Name Contractor's Sig nature
7- r.-?
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2138
NOTE: THIS PERMIT MUST BE POSTED ON
ELECTRICAL PERMIT
JOBSITE AT ALL TIMES
Permit #: E96-019?
Job Address: 1309 VAIL VALLEY DRLocation...: TOWN OF VAIL BUS BARNParcel No.. : 2101-092-00-001Project No. : PRJ96-0040
ALLSTATE INSURANCE CO t TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
Status...: ISSUED
ADDApplied. . : L2/Ir/L996Issued...: f2/I7/1996Expires..: 06/t5/1997
OWNER
CONTRACTOR APEX SECURITY GROUP Phone: 970_945_2L52
1429 GRAND AVENUE, SUITE D, GLENWOOD SPRINGS, CO 81,601APPLICANT APEX SECURITY GROUP phone: 970-945-2152
1429 GRAND AVE, GLENWOOD SPRINGS CO 81601
Description: ADDITION TO FIRE ALARM SYSTEM Valuation:9,000. 00
**********ft*******************ff*l*******************Jrt*** FEE SUlll,tARy *****r*********tr*****t*tff*****ff*********ff*************
EIectri cat--->
oRB fce
Invest i gat ion>
tli t L cal.l.----)
TOTAL TEES--->
162. O0
.00
.00
3.00
165 .00
TotaI Catcutated Fees--->
AdditionaL tees--------->
TotaI Permit Fce-------->
Payments > .00
BALANCE DUE----
165.00
-165.00
.00
****************************************t****************************************i**********ff************************************
IIem: .O6OqO EI,ECTRICAL DEPARTMENT .DepI: BUILDING Division:99/.??/,!99A qHARLrE Acrion:- r.rorE-rrnE AppRoV[[-nnOilineD"- -'
I2'/.L1'/.I996 CHARLTE Acrion: llotE Fl,Ar.rs--SUiiMrtfnb--12'/17'/1996 CHARLIE Action: AppR pER JOHN GI!e.m:'.056q0 FrRE DEPARTEENT -Dept: FIRE Division:V/.tt/.7996 CHARLIE Acaion: NOTE PLANS To FrRE-DEiri---l?7,1?'/.1996 JoHNG Acrion: APFR Ap--wirn-cbMMeNrS- -
l?'/,17'/.!996 JoHNc Acrionr CANC cAudel, LiNE -Z- --
12'/77'/7996 CHARLTE Acrion: AFPR Fen-JoHN-G
*************************************||****************************************************************t**f,*****i******************
CONDITION OF APPROVAL
************i*f******t*******tffi******ffi***t**t*i**ffi***ffiff**i*****ff*i*****fi**********ftt*******ff******Jrt*ff*#***ff****
DECLARATIONS
L l:t"!L":lT:t*9: If?.^: h?ve read.this apptication, fiLted out in ful.l. the information requ.i red, compteted an accurate plotP(an, ano state that al'l' the information provided as required.is corpect. I agfee to compLy iith the iniormation and ptot il,an,to comPty vith stt Town ordinances -and state.taws/ and io buil,d this structure according io'the Town's zon.ing and subdivisioncodes, design review approved, uniforn Buitding Code and other ordinances of the Town a[pticabl,e thefeto.
REOUESTS FOR INSPECTIONS SHALL BE I{ADE TIIE}ITY-FOUR HOURS IN ADVANCE BY
(
?xContacE Eagle County R""u""otlf i".
| ^l:^2lo;?28--8640^f or J-arc1l-. /i. TowN oF vArL coNsTRUcTroN
ieencer ll9tot - a?a - M - 6ot prnurr AppLrcATroN F.RM? omn tl:l/:-qi- -
PERI-IIT /I
396--6ro/
Job Name:Job Address:
Legal Description: Lot Block_ Filing surorvrsrou,
owners Name: M Address:
Architect:Address:
Ph.
Ph.
ceneral Description:
work CIas", X-New [ ]-Alteration t{-eaditionat t llnepair t l-other
Nurnber of Dwelling Units:Nurnber of Accommodation Units:
, $mber and Type of Fireplaces: Cas Apptiances . Gas Logs_ Woodr/pellet_vflr********************************* vALuATIoNs *********************************l_ E?6--ottz ..BUILDTNG: ELEcTRT-c{i: $ 9THER: | ?tw- 6
PIJUMBING:
{
t*************************** CoNTRACTOR TNFORMATION *****:**********************Eeneral Contractor: Town of VaiI Reg. NO._Address:
Electrical
Address:
Plunbing
Address:
Contractor:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Town of Vail
Phone Nurnber:
Reg. NO.
*******************************
PI,AN CHECK FEE:
Mechanical Contractor:
Address:
********************************
BUTLDING PERMIT FEE:
PLUMBING PERMTT FEE:
I'IECHANICAIJ PERMTT FEE:
ELECTRTCAI.. FEE:
OTHER TYPE OF FEE:
DRB FEE:
FOR OFFICE USE
BUILDING
PLUMBING PI,AN CHECK FEE:
I.IECHANICAL
RECREATION
CI,EAN-UP
TOTAL PERMIT
BUTLDTNG:
STGNATURE:
ZONTNG:
SIGNATURE:
Contractor:Reg'No.12q -s
-6/c7
CLEATT IIP I}EPOSIT REFIIND TO:
0F$t1 l$ttt--
O Town of Vait-
OFFICE COPY
42 lltest [llcalou Drite
Vail, Colorado 816J7
t0t -47 9 -22 r 0
TO:
FROM:
DATE:
RE:
naned
//
Flre alarm
0/<-
O/C
O,<
,)/Z
,)/
a,4
,t/z-
lp
tz
Vail Fire Dcparuncnt
J0/'u6?o4, .frt'' cvdg
/
The Flre DepartnenL has revlewed ilre plans for the projectabove. The iterns marked below need t6 be:
MEMORANDUM
TOWN OF VAIIJ BUILDING DEPARTMENT
VAIIJ FIRE DEPART$ENT
Michael McGee, Fire Marshal,feff At,encio, Fire InspecLor
-/y'/y'qd
/irW fazztiT L-- 7/r *ltt' Mz"lt
subnltted revised furnished.
shop drawings need to be subnitted;
wlth a Colorado Registered Engineerrs stanp.
wlth polnt to polnt wlrlng dlagraur.
wlth typlcal devlce wlring dlagrans.
wlth battery calculatlons.
witlr a 1lst of specific devlce
with'eguipment cut sheets for
rnodel numbers.
each type of device.
with the nunber of each type of device.
wLth information lndicatlng the speci.flc zonee.
with clrcuit diagrams.
wltlr wlring type, sLze, and number of conductore.
wlth source of A.c, po$rer circuits.
with energency lighting at the fire alarm paneI.
with infonnation indlcating monitoring urethodnonitorlng agency..4,Y
cncacE .Eagle, Councy Assessors
c 970-328-8640 for Parcel /l .
tttk
oF vArL coNsrRucrroN
876-6roL
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT I,IAY NOT BE ACCEPTED
***************************** PERMIT INFORMATION *************************'***
' \ /re.:lrlcar t t-Mechanibar ljtsother6m^[ ]-Building [ ]-PlurnbinS A1-Electrical [ ]-Mechanibal !U*-ou
rgal Description: Lot Block Filing- suBDrvrsroN:
rb Name:
PERMIT APPLICATION FORM
DArE: l7-tl-76
Job Address:
Ph.
2 nn'
:rk class, X-New [ ]-Alteration t{-eaditional I 3lnepair I l-other
rrnber of Dwelling Units;Nurnber of Accommodation Units:
inber and Type of Fireplaces: cas Appliances.._.,_ cas Logs_ Wood/Pellet
********************************
ELE
MEC
orHER: + ?tw'^
TOTAL: T
***************************
Town of Vail Reg. NO.
Phone Nurnber:
Contractor:
Town of vail Reg. No-/zq-
Phone Nurnber:
Town of Vail
Phone Number:
Reg. NO.
Town of Vail Reg. NO.
Phone Number:
*******************************
PI-,AN CHECK FEE:ILDING PERMIT FEE:
UMBING PERMIT FEE:
CHANICAL PERMTT FEE:
ECTRICAL FEE:
IER TYPE OF FEE:
3 FEE:
,'ners Name: MAdd.ress:
:chitect:
:neral Description:
.*******************************
-ILDING: $
,UMBING: $
* * * * * * * * * * * * * * * * * * * * * * * * * * CoNTRACTOR TNFORI,LATION,neral Contractor!
dress:
ectrical Contractor:
dress:
umbing
dress:
chanicaL Contractor:
dress:
******************************FOR OFFICE USE
BUII,DING
PLUMBTNG PI,AN CHECK FEE:
PER}IIT ii
ALUATTONS
779, r"' ?7
BUILDTNG: t;n\' t.1-\St 0 r\r::r :'
SIGNATURES : Si r. + i:rrr'' '
ZONING:
SIGNATURE!
ilnents:
DEPOSIT REFIIND TO:
T\
c\Y$H Y
c$tuutEFXiiiii
SUEp$lrFUl'lYF
5.$$$e *$$it$
N
nus$F:FtFF[ $:{i?*$;Nu, }F\
iR$|$ illl\ lt i\u, V i \
$liIHrirl=ii.$
i{\! i$i$r L :'
*s"i$tRRi:i *
lif$is$$$:$-i
[[$F$i;$) '}$\F
Stl'S; :$F\
t h :i;}
Ea\
I
S\ :\ ."1 b'' >
tPS pRtFN
,f Sl :I:$:$l *
'rs }fiFii! lttli*ligr:iFif P \' ;'tt$n r, -".: ?'
tN i$*n N--; i,
S *"\r[ : t $
lq5vl$ il-: **rF \si .^*!\ \kit FN$[ [-ru--s Ly\-g ;Y ;ir$ s'R $i*F i-s riP''i \'s\[ $ i.x s:T t
:
\b-Ssoler9*fY
i t r l l i r l t'
-T\
>r\
\
Nolo
\
N
ttl l
F,
t\L
*
rl
t'l
L
*
e
N1
\
Y..ss
_\_
$
\
NJ
\)
$
F.\1-
F-h
F
$
-\a\F
rt|'
A
F\i\
Nt..
F
r,.
b
*
._s
Ng
IK
AJ-.S \t\
t
s
ri
\
i+
}ron
p
\
N
A)
N
\ct*(-
I -t\
IN
!
F-(-
tp
*I-.t-
F*
to
\^
>rFp;,
t*+S'r.l:
Fb
-$(-,
\ttt\l
ol
CI
F
&
F
,{
q
s
lBt-F
e!F(-
\D-t
A
\l'gtr!
\
A,o
a
l4
\rt
i
s\
^S-..Foi'r^l\ft-F
N
A
(Atg
r!
F1
sN
Ft
i
*ll
\rbl\t-
.l)
ts
K6
\6T
\c'F,\
sq
$-
il
.llaI\A O!.I u.fN -FN\+.\F
^. il\. +.!$
sfi
t\sF
Rc\
b
h.el
J., q
-h
r(
\s
N)ta
S.
{
$\
6
"= nt,x'\J+
1$oTr
11a'(r
i$sNsqt
)t'
ar.1
,!
\
\g
-e
r:!tIixI
-!
Es\\AN\-, h'
{,
-orL-.uvl s Bof
/l tt cl
lt t( (f
rl l, I
,r ,\ 'l
..'t,v-ch Ltqs-
afC p orl( lL ft1.
rhc.'il-la-S L-g
Av-zL-.L..vry.Eh,-
Ll..t19----
( l,rt
.J n *l,t ,:p,* t
.._ . _ (l
-_- __
(l rt
V"crrr,1 ro
^Ja
o Ni i
e
^N
m
()r
(
I
Itl
tatJveit-
v |tt n,,..te,uT
AD
AD
NO
AO
.*0."-,4 5 c
IJ_
^n;i
Xolr/61,,,',oN c
L
t
e
IL
N
t+
I
4
fr
' 5<t
0 y\ntE_
/-t r5
7
)
t
a
a
,4I
6-t ;-..6u u. 9:ns .T- -" .
$tt--datg--ws{--r\ ___l'__{l___rt l!. _ __ lt __t-lr t, l,,r _-ri
-_ ,,-
!L -'t lt
lt rl I
tistr wesl
t( , t
w l"ntcA 2 4
tl pt\' 3.,f0\\ c
--9-FQtcc- 'Cy rai.J-5
,,v 1 tZ tx
It
c: L -..fir| (-6" \\
flil
fr
tl
FIRE ALARM SHOP DRAWING REVIEW
_REVIEWED
REJECTED
-REVISE
AND RESUBMIT
X FURMSH AS CORRECTED
Fire alarm shop drawing review is only intended to provide a check of the desigrr presenled on the shop drawing
submittal. Corrections or cornmenls made on the shop drawings during this review do not relieve venfur or
contractor from design and installation responsibilit-v- This check is only for review of general conformance with
the applicable codes and good desigr practices. This is not intended to be a desip or design review. The
vendoi/contractor is responsible foi confirming and correlating all quailities and dimensions: selecting fPti:$""
processes and techniques of conslruction: coordinating his work with that of all othel and performing his
work in a satisfactol-v manner.
Date: December 9. 1996 By:. Stanton
YODER ENGINEERING CONSULTANTS, INC.
Fire Alarm Submittal
Vail Bus Maintenance Facility, Phase II
Comments:
l. Confirm that the heat detection at the bus parking I I 8 will be sufficient with the added area
We would recommend that all existing devices be shown inthis area
L/.
Note: The switch rating is 3 amps @ 30 VRMS
* Denotes solder connection** Denotes mechanical key used to manually reset slation
8G-10, BG-i0L, 8G-1oSP,
8G-10\ryP. HR-10, AF-10F
To control panel
detecior loop outsut
To next devic€ or ELR
8G-r0P/T
To terminal block
lor t€sts - or to
P|esignal circuil
(key op€rated).
To control panel
dslector loop outptJt
BG-1 O
Manual Pull Station
Product Installation Drawing
Document 15486 Rev: E 4/01,93 ECN 92-169
Series
BG.lOA
N.O. contact lor
AUX. lunctions
To control Danel
detector loop oulpul
To next device or ELR
ac-l ot{
To control panel
deteclor loop output
To nert de\rice or ELR To next devics or ELFI
Description
Th€ BG-lb Serles Pullstationsare noncoded, dual-action, normally-open manualpullstations wilh th€ following options:
BG.1OA (with AUX. swilch); 8G.10L (with k€y lor r€set); BG-'|oP/T (with k€y tor presignal or test); BG'10N (without
terminal block); BG-l0WP (BG-tO enclosed ina woathorprool backbox); HR10 (Halon Release, with wiring lhe sam€ as
th€ BG-l0); AR-10F (Agent Release, with wiring th€ same as lhe BG-l0).
BG-10 Series Operation
Wh€n th€ dual-action door is pushed in and the handle pulled down, lhe N.O. push-typ€ swilch€s will closo. The handle
cannot b€ restored to its normalposition untilth€ stalion is manually reset by unscr€wing lhe hex screw and plvoting the
case downward, away trom the backplals. Whenlhe handle is restored, r€lurnth€cassto its normalposilion glqs€9!r9
wilh the hex screw. Note: The BG-10L uliliz€s a nrchanical key instsad of a hex screw. The microswilch of BG'10P/T
is ac{ivated by rolating a key clockwiss. The key cannol be removed while in this posation.
-l-
{_-r, }
Flre. Llre'Alarms
INCORPORATED
12 Clintonville Road, Northlord, CT 06472 Phone: 203'484-7161 FAX: 203-'184-7118
,Ei F!..5 !.r
: I X-':..'I
Section 4.DEC - z 1996
Installation Overuiew yncer Ensinee,: 1
4.1 Model 5207 Wiring Diagram
lri-ra
fIi,al tlsaUrr eFr-rl irrffrt lbi!u
Oxr OEt
Or.EOrurr
O Eroo O
lEtrcaffDbF-r2vD0tcr5
faaa Lt
56 r$ ta 5:r s2 ir to o e 1f
'?o'/',.lnr{y'dr"0/i|,
PlStir|;;;l
.cb^(soltrr-Zr|a 1t
3
4
5'
6t
7
8
f
lo
$
4t,.4
49
42
4L
41t
39
3t
37
t6
35
R.ryA
a:r -t('lo
X.Ohlttrb* k-th*-{--r.rEltnt1Llin|Loi-!-16qr||
TBI
cbfmDlF!54!
Cclrllnl"ltoltoll"l'LJ
@Rql
ritlitlL-r-LJ I
irry,2
bt|t
R.9..
l|rt.l(lEl
ll
rf
l3
14
15.
rc TB2
t7
1tr
t9
m
I
It
3l
T84
29
t
L:::J TB3XBUEtiLflEl97
Pof,. &!ol,
lulr.-llf,l._-TT,-'
zrnaa2sS!l..0a rarE Fj-r*fr.g8 FEq.=ffl./ ?i,
i--l-Hltbu'IhSlItOhr,aaU.tl^
Figue 4-l is a wiring diag;ram for wiring the Model 5207 panel.
WaeI
tdriun l,.lr
Mtl
g.cbn aU,
tud12
*^e4ra.
U,ilta {braFdrl
uhoa
lblcrt&OW.
O't4fr.
tWtu
an3zbffigrinraohwwbfrr|[,'/attdntvtw.
tutat' tuOrA' tutaAa.7q.999vlfita WAObua@ t-,alffi
Flgun tt-i. Mod.l 6207 Wlrlng Refcnncr
150865
tuiAAZ&lDlartuldrt
+1
Section 6.
Compatible Product lnstallation
6.1 Zone Wiring
This manual refcrs to firc zonc typcs using thc tatest NFPA staodard dcsignations. If you
have qncstions about the class or style, refer to the NFPA 72 Nationat Fire Alarm Code,
1993 Edition.
Note: For pw'poses of this monn[ a rcrmally open device is one whose conlacts conduct
when in the alum condition and do rct con&tct in the rnn-alarm condition.
6.1.1 Class A (Style D) Zones
Zoncs I and 2 arc class A (style D) zoncs. Each class A zonc is a four-wire circuit that
allows an alarm to bc dstested even aftcr a singlc opcn or grorurd fault occr.us. when a
single open or ground fault occurs, thc audiblc touble signal will sound and the 5207 will
report the bouble to the cpntal station (if pogranmed to rcport toublcs).
Figure 6l shows how to wirc a class A (stylc D) loop. No endof-line (EoL) rcsistors ue
ncedcd for these zones. Thesc zoncs must b€ wircd using nonnally op€n contacts.
Br t :{ I nS A-4{ e t Fo) o"t
7., be Tte"tsFeteJ zn r
la to.ve I
CfuAzd 7'tror,E/,',tf''N/ d,tffiJ3nA,2VDC.
Ex)={t..,s 7<ryt r
( 9/r Uatto ) io 6 ( zo,'z
'R"hcof"J fo zaPe Z
Ao,VOfu!|trD|{*trn&d6atcrcbraAtry'.e
lMiPAffit'',n,'s,rdwffivr(fr'|bOprd'od| drrrAr!,,.a
U tqufi'tr d l''ld vt*t g b b I g gut''twge.
Flgun G-1. Chrr A (rtyb O) Suprrvbrd Fln Loop
(Normelly Opm 8.moF Only)
150865 0-l
/
tt&l 5207 Fln Controll@mmunicator lnffillation Manuat
6.1.2 Class B (Style B) Zones
Zones 3 though 8 are class B (stylc B) fire zones. Each class B zone consists of a two-wire
circuit tbat will det€ct the occurrence of an open in the loop, but may not be able to detect
an alarm after zuch an occun€nce. The detection of an open will cause the audible trouble
signal to sound and the 5207 will report the touble to the cental station (if programmed to
do so).
Figure 6-2 shows how to wire a class B (style B) loop. One side of each class B loop
connects to a zone input terminal and the other side ofeach loop connects to loop power.
Each class B loop must employ a Model 7628 4.7K-ohm EOL resistor wired in parallel with
thc normally open contact farttrest from the panel.
'1,7k 6.oL
Zone 3 Input
Loop Power
Zone 4 lnput
Zonc 5Input
Loop Porvcr
Zone I Input
Zonc 7 Input
Loop Porver
Zonc I Input
Circuit Ground
H."{ R'+
tt*l *l
gr Snole
lt tz
'7.771"<L
Flgurc 6-2. l|odol t207 Clrg B (rtyle B) Loopr
lv{aximum Loop Rcsirtancc - 30 Ohns
Maximun Total alaro currcat for all class B (style B) zoncs - I A
Maximum Standby Cunent pr ?nrc:
l2V systcm - 1.5 mA
24V ryctco - 2.0 mA
Note: UL requires all wiring to be at leost 18 gauge.
13
14
15
16
17
1E
19
20
6-2 150€65
Mdel 5207 Fire Contob@mmunkntor lnsbllation Manual
4.2 Current Draw Worksheet
Drvlcr
Numbrrof
D.vlcr
Cunant pal
Dorlcr
Ehndby
Cumnt
Ahnn
Cumnt
Fe.,cldr'&wfiktandq: Irlt&,
5207 Firc Control
/CoEmunicrot l w:
5210 Zonc Expander I Standby: 40mA qO nA
Ahmr: tl0EA ?o n4
Ganlral-oadub
-__rha
(^t6 \l;rrrnt lnnrrn i .--gu Itltl
/t _-e \
ul.t
-A
4lt0 Stsnts Display module 2
(2 max.)
Sbndby: 20tr4 qO DA
AhrE: lrf0mA -2ra-6
}Y:lll
Af.rm: 25mA mA
Currclt Sobbtdt:2oO DA 20 na
Enrob,Ddrctor,
95 7VOO {Sbdby: ./2 mA .b nA
AWnt /OO EA 2OO ri!.
Strndby: mA EA
Alarm:mA nA
Strodby: BA EA ::j',.:
Also:mA tDA
CrrrrG[t Slbtot b:;b mA /oo 6A
6e.u*ex S/lK 2<// /ti 7 l^tu: Q{ tiA ;, n^
hl,ae1nO (tu;q/t,*,/i Afrrm: 9q mA UqO 6A
t,l4 ee[o"A 9f,,a/e (a;-Alrrm: qt arA qqt nA
Alarno: mA nA
Ctrrcat Subtotrl:7OQ 6A
Studby: mA rDA
Alarm:mA EA
StDdby: mA mA
Alann: nA EA
Stedby: mA mA
Ahm:mA DA
Suodby: nA nA
Ahrm: EA mA
Curcnl Srbtotrrb:
'DA
mA
Totrl cunent ratingr of all deviccs in rysteor (add A.D).:20/,2,a 2720 ^t
Total current ratings convcrtcd !o rmpcres (x .001):,20 A 2,72 A
t llrtt ttd*aonm /'''ut b |ard whh Tabh 1-I ard fobb 1-2 to cot tphE |,ltrry .n,l.'tbnc,l,'r.
A
lt rtt- O"j
c. ooal le
6{' ;' at':A
Pet 24"''
(;---\
\/rzry
llo a,.t <)a /
1iltc aip
c
D
4-2 150865
Md'et 52OT FIn @ntrot/@mnunrf,/trtr lnsilaltatton lilanual
4.2.2 Worksheet R€qu i roments
The following stePs must be taken ufien dctermining Modcl 520T current ratings:
i.Youmrrs'tmaasurrtlrealarmcurlent'Ifontyonecunentratingislisted,thedrawfor
that device i, tl, ,-r.ifralo tn "ytt". it in atarn or standby condition. The
oception is ror rrotiir."tioi a.ni.es,-which are rared at alarm cunent only' standby
ctrrent for notification devices is 0 mA'
2. To detect the actrral m&\inur' alarur crrrrcnt, measure the curent draw (with no devices
connectcd to th€ p*iU iy *-*ti"g a Dc lme meter in series with one of the
baneries. Disconnect the Ac power sourcc d;tlt pancl in alarm. 'The meter will
indicate thc atarm "rrr*ri
*fi"ft will be in the rangi of 120-?00 utA: Fill in the system
alarm cunent in ttrc current per Device .oro*n oiirt" current Draw worksheet' You
canestimatewithoutmeasruingthealarmcurrenrbyfillinginthemorimrrgrtotalalarm
currcnt of 700 mA'
NoE: In a l2'vo!t sys'em, me'awe rtc atnenr lron bdh bdqies (discowrct both sroutdt}
3'Forsmokedetcctors,notificationdwices,anjdevicesnotmentionedinthemanual,
refer to thc device manual for tlrc currsnt t"d; The workslreet elamplc shown on the
previow page p,"tfi;;;gh tttt'r* r"t
"
"-l"ottt case" irstallation'
4.UscTable4.ltocalculatethecorrectbattcryAIlratingneededforyorninstallation.
sce also thc examplc (Figrre +3) that rouo*r. Not" t["t tt " calcularcd rating in Row H
"*oot
o"""a the ratings shown in Table #2'
Trblr 1-1. B$ctY Crlculr0om
/ o.<. ),t
,{(e ta<
Toul suPcrvilory currcnr frsn thc
Cutrcttt-Dtaw workshcct Gow E)'
il,-ucr orsuooy houn (24 and 6o for
NFPA ?2, ChtPtcr I' l'5'2'5')'
MultiplY Lincs A andB.
Totd darm cumot from thc Cuncnt
Ihrw wortsbocr (row E)'
Ftarm rouoding Pcriod in hours'
(For oxarnplc, i rninutes = '0t4 houn)
Multiply lin* D utd E.
Add lincc C.nd F.
6 "3y AHMultiply linc G bY 1.2.
(Totai amperc/trours requircdt)
. IJse n3xl sizc battcry with cqocity greatq thot requircd
H 150E65
6
a
ii
II I 8i8
--l
aal
""1
a llr
3t
tra
t|! !
FIF *
a
a
I
rll Izt tl:
818
E
3 t ir!;l'::: i88;l ir;
::tt {ieIP
-i.i5
8t8iB
t
I
qs q ItE q I'!I
i
ri,t BE A:E
I
at I t
E I E I I ss I I E
i
6;i3
I
i
t E;at 3
s I G d
z
a t I CI ll E
t
i
F
F
mrmo{!oDl-
U'!maIoD
-6
=@
(tl(tloo
o(,
e
s2
:
's
a
I,
!
a5
!
6
I
c.
o@@
C'roT
+9f,
=
-t-\ t9X=fi;r+4o6<OQMT
I N:
!R ;ii EIHD6>=eF2
=5(o5o)5
oxo
o
(D
no)
fo
o
=gt
6'
=3oui-?o+.o
=v,
Io
€
=o--o
:'d-3o
6'
=
SEEEE*il$E E 3EEflEgF E [EEi[ E
ElEFHggiB 9 ;'EEIeEi= glgfi3 F
[EgtEfsga ;l$sfsi. $ iEE$E
e
FgigBteei stE€iiEEEE=te.gHeFigfig
*gai€iE' E*$iF
ggiggg[gg[aEgiEIgg
liA igBi
-Egggil
$EgE
a,
B3
I:
9a
i*.
g
:
^3
sa
€a
tFF
r: i3+9: r:i trEzZA'.
=E -T
:^ -
iSEE
iE3:
-{
o-m
D
Irl5
It
i{
o
E<
|{=
EZ
-=)hO
I
3
6.i
!-\Jo
iiiiiiiiEiiiiiiiiii
iiiiiiiiiriIiEiEi
iiiiiiEi$EiiEiii
E: EE E.Ci EE g
fiE ;i Eg$ EE €
€FE EE [E
sggaEEi=
gc EE::fi EE-@'6 Ed9?Fg :9hE 9.;U6d 6:
=aeaF$g€geE
EggEEiEFEESE
IEIggEfiIiEg
rEFEAciEEEggE-
g E i€f HE iEF ga
Ef;F
H I ttigE,HE Ff -Ei,
! E EECEgESE EEg EEF€
gigligE€gEg-gg€E€Ei
q sg*fEEE€gsgl=- 3;EF);..i .', $ =
-o
e
a-
- U'2 !fr-
i YE.'F !FStr tEl6 Zd.: i3_jY ;99-3H
u3!ze I
oYI?
=5:
H uqE ZgH E!Zwa t:5iE!
i
iEEEi,H;;;
o)c
(!c
-9
1A
o)
'a
otto
o
oo
o
co
(Jo
o
E(!
o=
c
o
e
C"
o.o
6,,...=
-
h !r o: cDo
.9 6o: EEi $gg ptnE .eeg.:gQs A EPEt=est I oEE =; >^.
= fi 6;E d,-ql 5:tr, ; FiFEAE;
= g E;EEE;€z EE j EgEr.Es?E
= eE q 8;tqe8EX :E:E E EtIEfr€EH (rd e :i.= E-;i ;3Z EB 9. EEfle'-
x SS E 6iE;EiE8 EE E 5sgI:EE+ *ige +eiePs€- .i+ { E i.e FEE -e'ai_,' =EdB.p
-Ebp_89i *'E€ FE+ 8fi
=Cfi€t*'EET!E?5s*HEEEE;
E gfEEEEE EEEI H:Ez 5sE;bEagEi'99HiE P-P;=F9iETEEE€
= tr;\ q A! +.9 - * 6 <r o;Z.9.ii3gE39o9&,rta6!5 fi5E.i',Ef;ie:g"jEP't6 Et5!EEfisEE:fiEE
= EgEAS:e?F9E66X
= HTH#;dEFEg.EE€[4 dbbt5-oi ai +
z
2bE
z3Pd-zB>z
=HFzzt
EBg
<d_2
65br9=
E36
=sHH;Et*aE
6>
tt8935S:PP9!:!
.$feeaesBssa
5
al
$
6
d
5t
E
L
T
J
6
Ef
tttzo
F()
ltltro(,z
=oJJott
||tIF
Eo
IElt
cl
UI
E,5o
rt.2
||tI
=|ll(,
Fzulo
G,l{o
=FtAF:to
F-g
J
{EITF:
!tt{a
!!
b9
zo
Bo
ang>d<o
Ee<=
2AE<
E
N
o
l!il
SPACING
NFPA 72E defines the spacing requirements for smoke detectors. Typically, this is 30 feet when the detectors are installed
on a smooth ceiling. Honrevei ALL instattations must comply with NFPA 72E ancUor special requirements of the authority
having jurisdiction.
NSTALLANON WRING GUIDEUNES
Att wiring must be installed in compliance with lhe National Elestrical Code and all applicable local codes, and any special
requirements of the local ar.rthority having jurisdiction. Proper wire gauges should be used. The conductors used to connect
smoke detectors to contol panels and accessory devices should be color-coded to reduce the likelihood of widng enors.
lmproper connections can prevent a system from responding properly in the event of a fire.
Figure 1. Flush Mounting ot 2400TH .rof" Outecffif,ll* Figure 2.2400 Smoke detector mounting OracXi:*
3-1/2 inch and 4 inch octagonal box.
For signal wiring (the wiring between anterconnected detectors), it is recommended that the wire be no smaller than AWG
1 8. However, the screws and clamping plate, in the base can, accommodate wire sizes up to AWG 12. The use of twisted
pair wiring for the power (+ and -) bop is recommended to minimize the efiects of ebArical interference.
Smoke detectors and alarm system control panels have specifications lor allowable loop resistanc€. Consult the control
panel manufacturer's specifications for the total loop resistance allowed for the control panel being used before wiring the
detector loops.
Make wire connections by stripping about 3/8 incfi of insulation from lhe end of the wire and sliding the bare end of the wire
under the clamping plate, and tightening the damping plate screw.
Awiring diagram for a qpical 2-wire detector system is shown in Figure 3.
System Sensor's smoke detectos are marked with a compatibility identifter located as the last digit of a fvedigit code
sAmpeO on the back of the product. Connect detectors only to compatible control units as indicated in System Sensor's
compatibility chart which contains a cunent
list of UL-listed control units and detestors. A
copy of tris list is available from System Sen-
sor upon request.
NOTE: For system supervision - do not loop
wire underterminals 1 and 2.
NOTE: lF REIvIOTEANNUNCIATOR lS NOT
USED, POI.ARITY TO DETECTOR
MAYBEREVEFSED.
TATTI PERf, ESISTANT FEAN, R E
This detector indudes a tamper-resistant fea-
ture that prevents removal of the detector
without the use of a tool. To make the detector tamper-resistant, break ofi the smaller tab at the scribed line on the tiamper
resistant tab, on the detector mounting bracket (see Figure 2), then install the detector. To remove fie detecbr from the
bracket once it has been made lamper resistanl, use a small screwddver to depress the tamper-resistant tab located in the
slot on the mounting bracket and tum the detector clunterclocl$ise for removal.
A?.&t554{t
Figure 3. Wring diagram for 2zO0 smoke detector
used witr two.wire control panel.
ntt:; Brr{r.|rcutot sroT us€o, FdrElYlo oETEcrB rlv ll IEYE ta.
D400-05-00 156-28$02
r'
--Ilrsetwssus&=A DIVISION OF PITTWA
INSTALLATION AND MAINTENANCE INSTRUCNONS FOR
240iOAND 2AOOTH DIRECT WRE SMOKE DETECTORS
Before installing detectors, please thoroughly rcad System Sensor's Manual 156407-XX, Guide tor Proper Use of System
Smoke Detectors This manual povides detailed information on detec-tor spacing, plaoement, zoning, widng, and special
applications. Copies of this manual are availaHe at no charge from Sptem Sensor (For installations in Canada refer to
CAN+S524, Standard for the lnstallation of FireAlarm Systems and GEC Part 1 , Sec. 32).
GENERAL DESCRIPflON
System Sensor 2400 photoelecfonic detectors use state-of-fie€rt, optical sensing chambers. These detectors are de-
signed to provide open area protection, and are intended for use with compatible Ullisted 2-wire control panels only. The
detector's operation and sensitivity can be tested in place. Model 2400TH has the same specifications as model 2400, but
also features a restorable, built-in, fixed temperature (135"F) thermal detection unit.
These deiectors are listed to UL268 and are latching type system detectors. When latded in alarm, the deteclor must be
reset by a momentary power intemrption.
An LED on the detector provides a local indicatim of the detector's status. This LED blinks every 10 seconG when he
detector is receiving power and ready in standby and is latched on continuously in alarm until the detector is reset. The
detector provides an ouput for connection to an optional Remote Annunciator (Model Ri{{()04. The Remote Annunciator
mounts to a single gang box and povides a supplementary alarm indication.
SPECIFICATIONS
Diameter:
Height:
Weig[rt ./
Operating Temperatu re Rangq
Operating Humidity Range:
Ma:<imum Air Veloclty:
Locking Alarm:
ELECTRICAL RATINGS
System Voltage:
Maximum Ripple Voltage:
Staft-up Capacitance:
Slandby Ratings:
Alarm Ratings:
5.5 inches (140 mm)
3.14 inctes (80 mm)
Add 0.5 inches (13 mm) lor2rOOTH.
0.7 !b. (310 gm)
Model 24m-0"to +49"C (3f to 120eD
Model 2400Ttl - 0o to 38oC (32'to 100"F)
',|096 to 93o/o Relative Humidity Noncondensing
3000 fUmin (15m/s)
Reset by momentrary power intemlption.
12n4VDC
4 Volbpeak-topeak
0.02pFMaximum
S.5VDGMinimum
35VDCMaximum
120 rrAMaximum
4.2VDC Minimum at 10 mA
6.6 VDC Maximum at 100 mA
Alam curent must be limited to lO0mAmaximum bythe control panel. lf used, the
RA400Z RemoteAnnunciator operates within the specified detector dam qJr|enb.
2.5VDCMinimum
0.3 S Maximum
34 S Maximum
ResetVoltage:
Reset Time:
Start-up lime:
MOUNNNG
Each 2,100 detector is supplied with a mounting bracket kit thal permits the detector to be mounted:
1. Directy to a 3-1/2 inch or 4 inch octagonal, 1-1/2 inch deep electrical box, (See Figure 1) on
2. To a 4 inch square electrical box by the plaster ring wih the supplied mounting bracket kt
DilO0€5-00 1 l5GA$02
System Sensor, 3825 Ohio Avenue, St. Charles, lllinois 6O1 74, 1€OGSENSOR2, FAX 708-37/€495
o
E. Direct HeatTest (2400Tt1 only)
To test he bi-metallic thermal collector on the Model 2,4OOTH, use
heat source across the detector. Hold the heat source about 12
inches (30 cm) from the detector to avoid damaging the plastic.
When the heat rises to greater than 135oF, the detector will latch
in alarm. After the test, the bi+netallic collector will self-restore.
Notify the proper authorities that the system is back on line.
Clean and alt detectors that fail these tests as described under
MAINTENANCE and retest. lf a detector still fail these tests. retum it
for repair.
MAINTENANCE
NOTE: Before removing the detector, notify the proper authorities
that the smoke detector system is undeqoing maintenance
and, therefore, will be temporarily out of service. Disable the
zone or system undergoing maintenance to prevent un-
wanted alarms.
1. Remove the detector cover by placing a smalt bladed screwdriver
in the side slot of the detestor cover, twisting it slighdy until the
cover can be tumed counteldocknise for removal.
2. Vacuum the screen carefully without removing it. ll further clean-
ing is required continue witr step 3, otherwise skip to step 6.
3. See Figure 5. Remove the screen by pulling it straight out. VaqJ-
um the inside.
a low powered heat gun or blow dryer, aiming the
REI'OVASLE HEAD @VER
CI.EA'{ASLE SCREEN
PN RS24 (WiOTHEET L)
VAI{EO CHAIGER
Figure 5. Removal of cover and A7*r2t$or
screen for cleaning.
4. Clean the vaned chamber pieoe by vacuuming or blorving out dust and particles.
5. To replace the screen, odent it so that the anow on top aligns with the test module socket of the detector. Carefrdly push
the screen onto the base, making sure it fits tighty to the chamber.
6. Replace the cover by gently rotating it clodndse until it locks in place.
7. Notify the proper authorities that the system is back on line.
WARNING
UIITTATIONS OF SIIOKE OETECTORS
This smoke detector is design€d b adivab and initiats €mergency action, but will do so only wtten used in coniunclion with other equipment This d€tector
is designed for instaflation in acordancg with NFPA stan&(*71,72A,72B,7rc,22O, afi72E.
Smoke dctectors cannot worl wl$out powar. AC or DC pdrered snoke d€tgctors will not woft il the porver supply is cut ofi tor any reasorl
Smoke d@ctors will not sonsa ftt! wl ch 3ttt where smol(e doc3 nd rueG$ thc detccto.s. gnoke from f res in chimn€ys, in uralls, on roofs or on
th€ olher side of do6€d doo6 may not reach the srmks dete@r and atarm iL
A (lebctor may not debct a firu dsEloplng on endrcr lertl of a bulldlng| For thb ]€ason, debcbrs should be bcat€d on every level of a building,
Smoke dctecbtls hav€ saosing llmi$ons, too. lorizalion Ctecbrs ofier a btoad rangs firBsenshg capability, but u|ey ar6 b€t6r at deEcting fast, flarn-
ing fires ttEn slow stmldering fires. Photoel€ofonic de{eclors sense srnoHedng fires better than f,aming fires. Because fires de\relop in diferent ways, and
are otlen unpredctable in th€ir gro\itth, n€ither tlpe of cletector is.always bgsi' and a giv€n delector rnay not ahayays provide waming of a fite. tn general,
detectors cannst be e)Qecbd b provite wamings ior fires ]esutting fivn inad€quate fire potection practices, violEnt explosions, escaping gas, inpropet
storage of flarmable lhuitts liks cleaning solvents, olher satety hazards, or a6on. Smoke detectors used in high air wlocity condifrors mai talt o dirm
du€ to dilution of stnoke densitiG created by such frtsquer and rapid air exchanges. Additionally, high air velocity envionnrerits may creae iricreased dus
contaminalion, dernarding mor€ frsquent rnajrtEnance.
Smoke detoctors cannot la3i fiorrwr. Smoke dgt€ctors contain electronic parts. Ev€n though d€tectors arE made b last over l O yeaF, any of these parts
could tail at any tirne. Ther€ble, tEst your snoke dsbctor sy$em per NFPA 72E at least semiannually Clean and take care ol your smoke (btectors regL!.
cate of the fire det€clion systdn you have install€d uuill measurably reduce your product liability risks
THREE YEAR UIIITED WARBAJ{W
Sysl6m Sensor warrants its €nclosod stnoke dotector lo be fiee from defects in rnet3rials and worlsnsnship und€r mmal usE and service lor a period of
lhree yeats from dde of rnanufact r€, Systam S€nsor makes no other ogrsss wananty for this srnoke d€dector. No aggnt, representative, dealet or em-
ployee ot the ComPatry has the aulhotity to ind€ass or alt$ the obligalions or limitations of this wanarfy. The Conrpanys obtigation of this Wananty shall
be limited lo the repair or redacsnent of any pan of the snoke detector wtlich b tound to be ds{ective in rnaterhls or wbdmansnb under nofiiat use anct
seMce c,urfE the three year petiod cdrrr€ncing with the rtate ol manr.factne. Afrer phoning System SerEo/s bll frse number 8Oo"SENSOR2 C/3e,7672)
for a Retum Aulhorization nunber, send defecttr/€ units postage prepaid b: System Sensor, Repair Depatnent, RA #_ SgZ5 OhioAvenue, Si
Chades, lL 60174. Please descdbe the susp€cted cause of tailure. The company shall not be obll]aEd to epair or replace units whic-h are iound to be de-
tectve b€cause ol (bmage, unreasonable use, modrficafrons, or alteratons occtrning aller the dal€ of manufacttre. In no case shall lhe Comparry be liable
tor any conseguential or incicbnal darnages tor brgach of this or arry other Wananty, expEssed or implied whatso€ver, even if the loss or damage is caused
by the companys negligence or laut Sorno stiatesdo not allon' the e)c-lusion or limitation ol incidental or consequential danages, so the abovslinitrtion or
D4oo-os-oo 4
-
Fc28s-o-
@ System Sensor 4/93
COVER
VAL SLOT
INSTALIANON
IYARNING
Disable the powerfrom initiating dwice cirutits before installing deteclors.
1. Wire each detector following inslallaton guidelines.
2. Line up anows on the detector wih anows on the mounting bracket.
3. Tum the detector clocl<wise until it dicks into place.
4. After all detectors have been installed, apply power to the control unit.
5. Test the detector as described under TESTING.
6. Reset the detector at the system control panel.
7. Notity the proper authorities that he system is in operation'
CAUNON
Dust covers can be used to help limit dus{ enty to the detector. However, these covers arc not a substiMe for removing the
detector during building constuction. Remore arry dust covers before placing the system in service.
TESNNG
Before testing, notify the proper authorities that the smoke detector system is undergoing mainlenance, and the system will
be temporarily out of service. Disable lhe zone or system undergoing maintenance to prevent unwanted alarms.
Detectoc must be tested after installation and foF
lowing periodic maintenance. The 2400/2400TH
may.be tested as follows:
Before testing the detector, look for the presence of
the flashing LED. !f it does not flash, power has
been lost to ure detector (check the widng), or it's
delective (retrm for repair - reter to Warranty intor'
mation).
A. FunctionalTests
Recessed Test Switcft
1. Atest switch is located on lhe detector hous-
RECESSED 1EET.,gu,|tcfi
aElt REcassGD safior wrlr
A.'. ll x-ot E]EBte-
Figure 4. Top and side viErvs showing ^ttrs{x'
position ol test switcft.
ing (See Figure 4).
2. Press and hold the recessed test switch with a 0.'l inch madmum diameter tool.
3. The LED on the detector should light wittin 5 seconds.
B. CalibratedTest Card (859-1&m)
1. Remove the detector cover by placing a small bladed scteu.rdd\rer in the side slot of lhe detector cover, twisting it
slighty until the cover can be tumed counterdodov'tse tor removal.
2. Insen i1e NO ALARM end of the test card tu[y into the test slot (See Figure 5) then slide it counterclodtwise mtil it
sbps.
3. The detector should not alarm after 20 seconds.
4. Remove the test card by slidirB it c{ochrise before remodng, then insert the AI-AFIM end.
. 5. The LED should latdl on within 20 seconds. An alarm should also be initiated at the panel.6. Ptt the co/er back by
genty rotating it c'lockwise until it locks in place.
C. Test Module (System Sensor Model No. MOD,|0OF or lulODl00)
The MOD400R or MODO0Test Module is used wi0r an analog or digital voltmeter b check the detector sensitivity as
described in the test module's manml.
D. Aerosol Generator (Gemini 501)
Set the aerosol generator to represent 4"/JFt to solo/Ft obscuration as described in the Gemini 501 rnanual. Using the
bod shaped applicator, apply aerosol until unit alarms.
D400-0s-00 15G28il2
EBF J
Eee
eea
EEq
sgg
CF
PR
'rve'f
rfte H
lse E
58;EI98totslalolb
:&H
iE UJ
igoOl-
Efi6-
EO^
"dH
ZotfE(o Y-
E3;
frBs
EE:€
EEE,
t #Eg
EHg€
JEEF
...g
s
Q
l$t!
t3
IE
.t./;
Eg
E
eql
oo.
o
NF
69
@o
6t!z
o
IE
-*rflil
=HE'
FIr{
lrnlol{oF
9two
9gd!oo
n3
Ee
='ll:FOCLjd
DI
<T
I?E
OEt6
iaisi:r f
iAE€E3E
=i:i;Eqg F
if,EEEEE
YEg dhF
E:;AHI
iNE FEfi
aEEEEa
liaHsi
l;;!Et7 ,. z
=t6 F d
ft,E EE E]
diq* lEEla\f'H hi{ffil
lEss lise lsa' Its'
: E i l*i$'Al*t$rgl*i$sgluEEsE
?Ei I' l- l- lt
Eil,ololcolBo
Eiiq
.U,-z
o
E
FH
tlnI
I
)t
chem e f6fi i6 s o E Gh emefi"6..!ilc, -s'
HEAT DETECTOR
Made and Prlnted tn USA
tz
6
no
i
r!
lllo
o
?7.Y
=n|irt!
g6t
t8o:
!o_
6
1
z<
EFtrfg
4E
Ie
qE
t{!r6t
Io
3o
Eirli
iEr
il
o
=o
3
F$
aE:
-m
-lg
mdmo
{ou
n
BI
J:
nl
TItl
o)o
T-1LI
o,
N)
o F. Ul
3tH
3eei3 0
Ee
r#
H3 3
E;E
:e B'
1F
5-=
4n:o
EErnN
Rsg
nln
.B$$.l
TOWN OF VAIL
?5 S. FRONTAGE ROAD
vArL, co 8t657
97 0-47 9-2138
OWNER
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TII',IES
ELECTRICAL PERMIT Permit #: E96-0131
Job Address
Location...
Parcel No..
Project No.
APPLICANT HUNT ELECTRIC
P O BOX 1984, VArL CO 81658
CONTRACTOR HUNT ELECTR]C
1309 VAIL VALLEY DR StAtUS...: ISSUED
puBl,rc woRKs FACTLTTY Applied , .. 06/24/.1996
2l-01-092-OO-OOl Issued. . .: 06/25/1996
PRJ96-0040 ExPires..: l2/22/L996
P O BOX 1984, VArL CO 81658
ALLSTATE INSURANCE CO T TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
Additional tees-------->
Total Pernit Fee------->
Payments--------
BALANCE OUE-----
Phone: 3039494061
Phone: 3039494061
4,650.00
4,650.00
.00
Description: ELECTRICAL woRK FOR BUS
tH(t}}hHrr*ti#rffr**.|ffi**ffiffiffi**JrHr#r FEE
Etectricr[---> 4,617.W
DRB FGcInvrstigation> .00Iitt ca t t---->3.00
TOTAL FEES---> 4,650.00
BARN ADDITION VAIUAIiON:2?0,000.00
SUl,lilARY **ffii**i**it t#r*ffirttff.irttt nti**#oltjnffit#rf**
Tota! Catculated Fees---> 4,650.00
ffit rrtrffiffi***t*t**i**rrlirr*iHrffir)ffiffi*************ffr**#(ffitiffi*ffi*lr***|t**t*trk***J.lrlit***J**t"*ttt|it**'t
rlem: O600O ELECTRICAL DEPARTMENT06/24/L996 CHARLIE ACtiON: NOTE TO06/25/199 6 ERNST Action: APPR
Dept: BUILDING Division:
ERNST
****i*f r*ffiir**rrffi Ht*tffi(*Ji**#r**#*Hri**ffi ***ffiffiri.#r***t|ht*i|tjr'r|t******Jr**tr|t****ffi.Jrf*
CONDITION OF APPROVAL
*ffiffi*ffitffiffi*ffiirf#r#rffi*f,ffft**ffi**#rlffrftrrr**rHdi*t-**rH(ffiffittlHr**r.fft*********rit*******ffir*,t*
DECLARATIONS
I hereby acknovtedgc that ! have read this app[ication, fil,l,ed out in futt the information required, conpteted 8n accurate ptot
ptan, and statr that att the information provided as requi red is correct. t agre! to compty lrith thc informtion and Ptot Ptan,
to compty rJith att Toyn ordinances and state laurs, and to buitd this stfucture according to the Toun's zoning and subdivision
codcs, design rcviev approved, Uniform Buitding Code and other ondinanccs of thr Tovn appl.icabLe thereto.
REQUESTS FOR I'.ISPECTIONS SHALL BE I.IADE TI.IENTY-FOUR HOURS II{ ADVANCE 8Y TELEPHONE AT 479-2138 0R AT oUR oFtIcE tRoll 8:00 Al'l 5:00
I
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2138
OWNER
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
PLI'MBING PERMIT
1309 VAIL VALLEY DR StAtUS...
PUBLIC WORKS FACILITY APPJ.ied..
2101-092-00-001 Issued.. .
PRJ96-0040 ExPires. .
ON JOBSITE AT ALL TIMES
Permit #: P96-0092
Job Address
Location. . .
Parcel No..
Project No.
APPLICANT LUNSFORD BROTHERS MECH. CONST.
2481 COMMERCE BLVD., GRAND JUNCTION,
CONTRACTOR LUNSFORD BROTHERS MECH. CONST.
2481 COMMERCE BLVD., GRAND JUNCTION,
ALLSTATE INSURANCE CO T TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
ISSUED
06/24/tee6
Phonet 3032425790
co 81505
Phone t 3032425790
co 81505
Description: PLUMBING FOR BUS BARN ADDITION Valuation:100, 000 .00
ffiiffir*ffi(ffffirr*#ffir*ffi tEE sufttlARy ***f*ffi**********tln*rltffiffi
P tumb,i ng-----> 1,500.00 Restuanant Ptan RevieH--> .OO TotaL Calcutated Fees---> 1,878'm
Ptan Ch!ck---) 375.00 ToTAL FEES------
tnvestigation> .oo Totat Permit Fec-------> 1,67E.00
l'li tt cal' t'----> 3'oo Payments--------
BALANCE DUE----
*ffi ffi *#**ffr**l*r***ffirtr*ffi #r*****ffi *tt|tffi *******tlffi ***ffi f*fi.f}*tffi tffi
Item: 0510C BUILDING DEPARTMENT06/24/L996 CHARLIE Action: NOTE TO06'/24'/1996 CHUCK Actionr APPRItbm:' 05600 FIRE DEPARTMENT06/24/1996 CHUCK Action: APPR
Dept! BUILDING Division:
CHUCK F -
Dept: FIRE Division:
*ffi}f,*tirffi(ffi*****thH(*rHrrrtffiffi*r.irH**riffi****i**ffirffrtrH#rlH(*.*******rht*********ffr*i*i*#f,f,rit******ffi
CONDITION OF APPROVAL
*ffi ,rrrrt*ffi ffrffi*#(#rt#rffiffiHr*:ffi nt*f,****ftffr***tnt*tt *r*ffi
DECLARATIONS
t hcreby acknortedgc that I have read this EppLication, fil,(ed out in ful,l, the information required, comPteted an accurate ptot
ptan, and state thit atl the irrfonmation provided as required is correct. I agree to compty with the infornation and Ptot Plan,to conpl.y ,ith al.t Toun ordinances and state [avs, and to buitd this structure according to the Townrs zoning and subdivision
codcs, design reviev approved, Uniform Buitding Code and othcr ordinances of the ToHn appticabla thereto.
REOUESTS FOR INSPECTIONS SHALL BE }IADE TI.IENTY-FOUR HOURS IN ADVANCE BY ICE FRol'l 8:Cl0 Atl
CONIRACTOR FOR HIIISELF AND OI,INER
t a--
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2138
Job Address...:
Location......:
Parcel No.....:
Proiect Number:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE:THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
ON JOBSITE AT ALL TIMES
Pernit #: M96-0078
1309 VAIL VALLEY DR
PUBLIC WORKS FACILITY
210L-092-0 0-001
PRJ96-0040
Status. . .
Applied. .
Issued. . .
Expires. .
ISSUED
o6/24/Lee6
06/2s/tee6
L2/22/Lee6
APPLICANT LUNSFORD BROTHERS MECH. CONST.
2481 COMMERCE BLVD., GRAND JUNCTION, CO
CONTRACTOR LUNSFORD BROTHERS MECH. CONST.
2481 COMMERCE BLVD., GRAND JUNCTION, CO
ALLSTATE INSURANCE CO I TOWN OF
ALLSTATE PLAZA, NORTHBROOK IL 60062
OWNER
Phone:
815 05
Phone:
815 05
3032425790
3032425'190
180,000.00
#0f !,ood/Pa t tet:
Description:
MECHANICAL WORK FOR BUS BARN ADDITION
#0f Gas App Iiances:
Valuation:
#Of Gas Logs:Firaotacc Infornation: Restricted:
*ffi.ffi******r**rt*rrffirrr*ix*#r**'r*ffi*ffiffi*****# tEE SUltl'1ARY tr**rrffiff******ffit****ffiffirr*th*ffirffi(ffi
l'lechani ca [---> 3,6C0.00 Restuarant Plan RevieL'-->
Pt.n Check---> 900.C0 DRB Fee---------
Invest i gation>
t,i Lt Csl, t--->
.00 ToTAL FEES------
3. 00
.00 TotaI calcutated tees---> 4,503.00
.@ Additional' Fees---------> .00
4,503.00 Tots[ Permit Fee--------> 4,503'00
PaYn.nts--------
ffirffi*rffi*t*.ffi(**rr***ffi****,r***ffirr***ffir**ffiffiffii*-lllilil-l$;;;;;i-*****n****"**
Ilerni .051Q0 tsUILDING DEPARTMENT - -DePt: BUILDING Division:
06/24/L996 CHARLIE Action: NOTE TO CHUCK F.06'/24'/1996 CHUCK Action: APPRit'efr;'.0s600-FiRb'DEPARiEENt ------ Dept: FrRE Division:
06/24/1996 CHUCK Action: APPR
COI.IDITION OF APPROVAL
1. F]ELD INSPECTIONS AR.E REOUIRED TO CHECK FOR CODE COMPLIANCE.2. COMBUSTION AIIT IS REQUIRED PER SEC. 607 OF THE 1991 UMC.3. INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CI{APTER 21 OF THE 1991 UMC.4. GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC.9O6 OF THE 1991 IJMC.5. ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.5O5 AND703 OF THE 1991 I.JMC;6. BOILERS SHALL 3E IVIOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED !'OR MOUNTING ON COMBUSTIBLE FLOORING.7. PERMIT,PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM PRIOR IO AN INSPECTIOT{ REOUEST.8. DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EOUIPPED WITH A FLOOR DRAIN PER SEC.2119 0F THE 1t9l_ UMC.
* * **** * * * * * * * * * * * * I ** * * *** * * * * ** ** * * * * * * * * * * * * *** * * * * * * * ** * * * * * * ******** * * * * * * * *
DECLARATIONS
I hcrcby loknoutcdg! thst I hav. rlad this apptication, fil,ted out in futl' thc information required, conptctcd !n lccur'tc ptot
plan, and stltc thrt ![[ th! 'infornation provided as r.qui.id is corrcct. t .gfee to cotnPty brith th' inlorFtion and ptot Pt'n'
to copLy rrith !l,l Tom ordinences and stltr [ars, and to Luifi- rir ttructurc-accordi ng iothe Tovn's zonirq and gubdivision
cod.!, dlrign reviev appnovcll-'riiitii:i Bui tding c6de and othcn ordinanc:c of th! Tol'n appticabl'c thcreto'
OR AT OUR OFFTCE fROII E:OO AN 5:M Pil
BEOI'ESTS FOR TNSPECTIOIIS SHALL BE IIADE TIIENTY-FOUR HOI,RS IN ADV
SIGMTURE OT OIII{ER OR CON{TIACTOR FOR IIII1SELF A}IO OUI{ER
PER}III f
----
-, APPLTCATToN uusr BE FrYr.FD OItr coupl.4rELy oR rr MAy lror BE AccEstED
f * *******t*********'********** pER!{!r rg3oaffarrop ***********rr*****.**:r****** t,\zl|l-BuildinS ffi-plr:nbing _p.{-E1ec.-rica1 ffi_Mectranibal [ ]_other
Job Nane: Vat_&x Hsl*t 6xpo,rt,oJD Nane: VA.L g)lllpln_Ulbrtrrcl Job A6dressz 13& t/ptr_ t/au+u gAtvl
Legal Description: Lot_ Block_ Filirg
orners uu .rTo,,,r'' oo Voo *r=, i*Tr,. uoro,
^
pra.qaq,tsg
Arcbitect: fttL
ftl.t
and Tlpe of Fireplaces: Gas
tT*********** **********************
lfork Class: [ ]-New I J-Alteration
Nurober of Dwel.ling Units:
!!_r_!p!rc: t t,8oo ua
E{-Additlonal I J-Repair [ ]-other
Nr:aber of Accoumodatiqn Units:
.Appliances_ cas Logs_ Wood/pellet
val;uaTroNs * **** ** * *** * * ** **** * *** ***i******Elu- or3t
BLIJUBfNG: t tOb, r..'..,n
Address: t@ S- F,r^tr:,
Electrical Contractor:Address: fD,
7q9 - 3aq /PluDbing Contractor:
Mechanical Contractor3
ELECTRICA!: I &7D. ncr-rUEcHA$IcAt: S-iffi-
ll1Qso -ej,
CT.E:AI{-UP DEPOSTT:
Address:' o.E-5>
a **.t**r**** ******** ** t *****a****FOR OEItcE usE *************************t*****BUILDING PERIIIT EEE:
PLI'}TBIIIG PERMIT FEE:
MECEAIIICAI PERMII EEE:
EI'.ECIRTCAI. 8EE:
OTIIER IYPE OF FEE:
DRB EEE:
-i-TETAIJ PER}III
BTIII.DTNG:
SIGI{ilIURE:
zol{IllG:
STG}ilITURE:
Add:ess: sr. dtloo P}i.?is-l+t4
General Descripti"n,
"o*"r{[ 9$ffie€ro* * * * * * * i :r * * i * * * * * * * * * * ** * * r *6r"rra-r.X".rJ Town of vail Reqi. No. /tf^Phone Number: qZC46-
OTBER: I
ToTAt: $-
L"trn "{ vait Reg. No. 125-EPhone Number:
Town of VaiI Reg. no._lEa-PPtrone Nunber:
Igntr "{ vait Res. No. 133-PPhone Nunber:
EUILDING PI.AI{ CEECK FEE:PU]l{Br}rc PLAN. CEECK FEE:UECEAIIICAI. PIAI{ CIiECK EEE:
.RECRE.LTTON EEE:
CLEAIT ItP DEPoSIT n@$ T|.V.i-
TO:
FROM:
DATE:
BE:
MEMORANDiJM o
ALL CONTRACTORS
TOWN OF VAIL PUBUC.WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'IS REOUIRED
Job Name: /*tu
Date: 5/tol1
Pleasa answer the following questionnaire regarding the need for a 'Public Way Permit':
ls this a new r""iOrnarf
ls demolition work being perfoimed
that requires the use of the right
of way, easements or public propety?
ts any utility woft needed
ls the driveway being repaved?
.'i.'-:.,.-.-:'
ls different access needed to site
other than existing ddveway?
6) ls any drainage work being done
afieOing the right of way, easements,
or public property?
4 ls a'Fevocable Right Of Way PErmif
YES NO
v
Y
1)
2)
3)
4l
s)
x
X
X
x
required?
8) A- ls the right of way, e€rsements or ,
public property to bE used for staging, ^--. parking or fencing? o
B. lf no to 8A, is a parking. staging
or fencing plan required by Community
Development?
!f_f9u_ alswer.d yes to any of these questioill, a,pubtic Way permit must be obtdined.
'Public way Permit' applications may be obtained d the'public wort's office or d
Q-ryqqtty DevelopmenL lf you have any questions ptease calt Charfie Davis, the Town
of Vail Construction Inspector, at 479-21*.
l.V, 6us B,"'.l,E/,P/q t
I have read and answered allthe above quesdons.
Job Name Date
75 louth t Entagc rord
yail. colorrdo 81657
(303) 479-2r,38 ot 479-2L39 oftlc. of com.nunlty dcvclopmcnt'
TO:
EROM:
DATE:
su&rEcT:
AI.I. COMTRACTORS CI'RRNf,TLYL REGISTERED lrllg TEETOWN OF VAII
TOWN OF VAIL pIIB!f,C r,roRKs/coMMIINITy DEX/ELOPMENT
!{aRCE 15, 1988
CONSTRUgION PARKENG & UATERI.&L STORAGE
rn suEnarrr, ordl'ance No. 6 states tbat it is rurrauful f,or anyperson to litter, track or deposit any-soif ;-r"ii, sand, debrisor rnaterial, incruding trash &,npsteri, pJ*alie-toilets anaworhen velrictes. upon :!.n1, streetl siaewaii, -;li;y or publicpl?:"_::-any poriin tneieoil.-il"-ii;d:;_;;i-bn au rown orva:.r streets and.5gag= is approxinateiy 5 ft--itt p".r"oent. --lbls ordinance wirl le. striEl|--entorced by ttre town of vailpubLie lforks Deoartuent- peri6ns lound .rrir"ti"e tb,is ord,inalce:i11. be given a-24 bour trriii."-n"4i""1;-;;;;=said nareriar.rn tbe event t!'e person so notiried-a"es-nit roJpry witrr tbenorice witbin tbe-24 uour tGJ-rp""iii"a,"Ii"-ililic rforksDepalt'ent wirl renrove said natei-iai-ii-in" o.ii=. o! personnotiried. rhe provisioni-Jr-trri=-.iaii";: A:ii nor beapplrcable tc clns-':inction, -t"ini"""n?e or repair projects ofany street or alley or :r,ny utilities in tlre ri.ght_a_way.
_!o.5eyie.y ord,inance No. 6 ln fu1l, please stop by tbe Town o!vail Burldlng oepartuent to obtain a copy. riani you tor yourcocperation on this natter.
contractor, omer)
[uwn
7lt .out,| trontrg. t!.d
Yrll, color|do t1657(303) 479-2L38 ot.479-2L39 offlcr of conmunltt/ d.u.lopm.||t
EUILDING PERI.iIT ISSUANCE TIME FRAJ,IE
ll!!l:-fry1t, 5geuires g Towl of Vait Fire Deparrnent Approvar,Lnglnee!''.:s. (Pgbi ic uorfs) reyiew and appr-ova],' a p'lannini' oepirfrentrevie*or ltealth Deoartniint revi'er, ani'a_review ly tte Euitiinf ---
Department, the estimated tine ttr'a-totat ,evierr-iniL[i'as tongas tllree weeRs..
All cornnercial flarge or small) and all multi-family pennits rillhave to fol 1 or itre ioove
"dii6nil-maxinur ;requi "en[nii.- nesidentiarand.snall projects shourd take . reiserabuird of time. nor.,iEi, ir'resi.dentfal oi smairer projebts iurpact ure-vJriors iiiie rintion.odepartnents ri th. regard- to
- necessaiT revien, -ttres; il j;i.i' *,also take the tlree-neef periJa.-
Every..attempt will be nade by this departnent to expedite thispermit aS sgon as possible. -
undersigned, understand the plan check procedure and time
r 'f O.V, 6us 8u) txo>,:st)
I' the
frame.
5/phr"
Date l,lqrk Sheet llas-turnAA-fiE
Corununi ty Oevel opnent Department.
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, CO 81657
97 0-47 9-2!38
Job Addreas...:Location...... i
Parcel No.....:Project Numberi
DEPART},IENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PermitMECHANICAL PERMIT
AT ALL T]MES
M96-0084
]-309 VAIL VALLEY DR
PW BUS BARN
2LOL-092-00-001
PRJ9 6-0040
ISSUED
o7 /0L/lee6
oe /oe /7ee603/08/tes7
Status. .
Applied.
Issued. .
Expires.
APPLICANT
CONTRACTOR
OWNER
AUTOMATIC
4894 VAN
AUTOMATIC
4894 vAN
ALLSTATE
ALLSTATE
Description:
SPRINKLER SYSTEM BUS
Fi replace Infornation: Restri cted:
FIRE GROUP INC
GORDON STREET, SUITE # 304,
FIRE GROUP INC
GORDON STREET, SUITE # 3041
INSURANCE CO T TOWN OF
PLAZA, NORTHBROOK rL 60062
Val-uation:
BARN AND RISER
#Of Gas Apptiances: #Of Gas Logs:
Phone: 303-425-0464
WHEATRTDGE, CO 80033
Phone t 303-425-0464
WHEATRIDGE, CO 80033
41.,474.00
fof l,ood/Pa l, Let:
*tffiffi*H**tffi*ffit**ffik**Ht*****}*r* FEE SUllllARy
echani ca[--->
PLan Check--->
Invest i gati on>
$i L t Cal.l.--->
TOTAL FEES_---
840.O0
210.00
.00
5.00
Restuafant Ptan RevielF->
DRB Fee-------
.00
.00
Tota I Catcutated Fees--->
AdditionaL Fees--------->
Total Permit Fee-------->
Payments-------
1,053.0O
1,053.0O
1,053.@
.00***ffi rt!t**,r|t***ffi***,r***ffi #*ttt*trtt.***ffi rrtffi ********t***ffi **ff ffi *ff ***t**#ffi ffi *ffi **t*lH*ffiffi
Dept: BUILDING Division:IteT: .O51OO BU]LDING DEPARTMENT07/Ol/7996 CHARLIE Action: APPRIt.eI:..05600 FIRE DEPARTMENT07/.01/1996 CHARLIE Action: NOTE JOHN WITHO8'/75'/L996 JEFF_A Action: APPR fire dept.
CONDITION OF APPROVAL
DepT: FIRE
FIREapproval
Division:
********************************************************************************
DECLARATIONS
I hereby acknolrtedge that I have r.ad this apptication/ fiLl,ed out in ful,L the information required, conpteted an accufate ptotpl'an, and state that alt the infopmation provided as requi red is correct. I agree to conpLy rrith the infornation and pLot jrtan,to compty t,ith aLL To\.rn ordinances and state taws, and to buil,d this structure according to-the Town,s zoning and subdivisibncodes, design review approved, Uniform BuiLding code and other ordinances of the Town appticabte thereto.
REQUESTS FOR INSPECTIONS SHALL BE IADE TI,ENTY-FOIrR HoURS IN ADVANCE BY TELEPHoNE Ar 479-213E OR AT oUR OFFICE FRot't 8:(p Att 5:OO pt{
SIGNATURE OF OIINER OR CONTRACTOR FOR HIIISELF AI{D OIiINER
Assegg
Parce
0fflce
_ Tglll oF vArL coNsmuetl{/pnrurrr AppLrcATroN FoF*
DATE:
PER}IIT /i
^ t APPLICATfON UUST BE FTLLED OUT COI.IPLETEIJY OR IT ttAY NoT BE AccEpTEDUIr***************************** PERUIT fNPORI.IETJON ***************************r7l[ ]-Building t- l-ptunbing I J-Etectrlcat [ ]_rrrechanibal [u]zother Fp.
JobNane:@ JobAddress:
legal Description: Lot Block_ FiIJ.ng
Orthers Nane:
Architect:
Address:
Generar o"=
-f;*f-
EilsR+l-*-r4+*FiJ+# ; I -f.-€
Work Class: I J-New [ ]-Alteration t J_Additional
Nunber of Dtrelling Units: _ Nunber
#*"r
and Tlpe of Fireplaces: cas Apptiances
/f * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * vArrtATrONS
ELECTRTCAL: $
***F*** * * * * ****** ** *l*-*****
o^W.'$4F+-?,
al Contractor:Address: l9do
Electrical Contractor:
ltechatrical
Address:35t, ?tDez c-'oLe,
Ph.
I J-Repair I l-other
of AcconnodatLon Units:
Gas Iogs_ I{oodlpellet
*********************************
OTHER: *
TOTAL:
T-own of Vail Reg. NO.
tf?'o7 Phone Nuober:
Town of Vail
Phone Nunber:
Town of VaiI
Phone Ngnbeg:
LToa)
Reg. NO.
Town of Vait Req.Phone Number: '
oFFrcE usE ******************************i
BUILDTNG PI.AN CIIEEK FEE:
Iu,I'IBTNC Pr"AN CHECK FEE:!{ECEANICAI PI.AN C]IIECK FEE:RECREITION EEE:
CLEAN-UP DEPOSIT:
TOTAL PERUIT FEES:
BUTLDTNG:
STGNATURE:
ZONING:
STGNATTIRE:
*************!t**t***************
FORBUTLDTNG PERIiIIT FEE:PLI'I.'BING PERUTT FEE:
!,IECIIANTCAIJ PERMTT FEES
EI,ECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
CI.EAX I'P I'EPOSIT IEFOID I!0:
ON
luwn
TO:
EROM:
DAIE:
su&7Eqt:
75 routh frontrga rord
u.ll, color.do 616i5z
l3o3l 479-2L.38 ot 479-2139
rn sunnary' ordinance No. 6 states that it is unr.awfuJ. for anyperson to ritter' track or aep""_it. i"i-soirl-"o-"r, sand,, debrisor nateriar, incruaing ti-srr-i"ip"t""i, -!oft.ii!' to*"ts andworkmen vehj.cles. upon any ,tr..tl siaewaix];ii;y or pubric$lii"=i;":lI #f'.in tr,"i"o;:--ri," rigrrt:oi_iii-;" au. rown orrhl: ;ni;;;":. tii_"i: ::"i:fil-:q;:$;.;;i,f"tr*fit, "'Public works oeoartneit. *iJllns
found ,rri,ritirrg this ordinancevirr be given a-zc houi rriE;rotiJe-to-;s;;=said nateriar.rn the event the person so noritiea-aoeJ-;;-,;;pry wirh thenotice within trre 24 nour tiue-Jpecieied,, the puitic worksDepartnent wi"""o.'" -Jiiirltltriat
_
at -itre-.';r.n;=" of personnotified' The nroviri"n=-ot-iiis orainance srrirt not beapplicable to c'ons.113tfr", -*iili:lln_g_"
g." repair projeets ofany street or alley or any utiLitres in the right-a_way.
!,:i"::ii:$Ii:B:".*,f*:t.".t""f r*; I'E3ii.,Tr"H ;t: H:"":i"
ottlcc of cornmunlly dcyelop|n nl
AI.L CONTRACTORS CURREMILYL REGISTERED WTTB TEETOISN OF VAIL
totfN OF VAIL PUBLIC WORKS/CO!,IMI,NI!y DEVELOpIIENT
}IARCH 16, 1988
CONSTRUqIION PARKTNG & UATERTAL STORAGE
$^'e*F*_
.e. contractor, owner)
lnttn
75 roulh frontrgc road
urll, colorrdo tl657
l3o3'l 479-2L38 ot 479-2L39 otflcr of comnunlty dcurlopmoil
v
BUILoING PERI.|IT ISSUANCE TIt,tE FRAf,tE
If this permit reoui,res a Town of vair Fire Departnent Approva.r ,Engineerts (.pubt ii !9191 1;il.r'.nl'ipproval , a planning Departmentrevretv or Hearth De?_artnint.revievr,1n[.a_review by the 6uitaing
S;riplrft.the estirna ted tine ro"'a-to't"t ;;;il.-;";,,Li!,., I one
All commerci'ar frarge or smalr) and ail murti-famiry permits bri'have to fo'row the ibove r"nii6n.i riiirrm reguirements. Residentiarand small projects stroura tafe-;-i";;;'.mount,of time. However, ifresidenti'al or smal t 9r .projecis-iririJii' the various above mentioneddepartments with reoa.rd' t"-""i"riii!-i.ri"*, these projects mayalso take the three-week period
Every attenpt will be made by this department to expedite thisperrni't aS SOOn aS pOSSible. - -"'- r-r-' r'rrsrr|' Lu E^PesIEe En
i;r*ll undersigned, understand the plan check procedure and time
"l -_t4t
Sheet waF-ilFiE?Eo-ThEDatel.tork-
Devel oomert Department.
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMIT'IS REOUIRED
I have read and answered
Ue*,- 7v,sr,-rJ6rz{<t
Ih Ail mer,, r \J-"c€- C-FP,
?-t-
Please answerlhe questionnaire regarding the nesd for a ,public Way permit.:
YES NO
X1) ls this a new residence?
2) fs demolition work being performed
that requires the use of the right
ot way, easements or public properly?
3) ts any utitity work needed?
4) ls the driveway being repaved?
5) ls difterent acoess needed to site
other than existing driveway?
6) 'ls any drainage work being done
atfecting the right of way, easements,
or pubtic propeny?
7) ls a'Revocable Right CI Way permit,
required?
8) A. ls the right of way, easements orpublic property to be used for staoino.
parking or fencing? -
- B. lf no to 8A. is a parking, staging
or fencing plan required by Community
Development?
!t^y?Y. "T."tt9d
yes to any of lhese questions, a "Public way permit. must be obtained.?ublic way- Permit' appiicationg riy be obtained at the'puLtic work,s office or atc.o.lqrulitr Devetopmeni
_|! ryl n":-"_"rrr"esrions ptease carJ crrarrie Davis, rhe Townof Vaif Consrruction Inspectoi at 4Zg-Z1.cfi
Job Name Date
REPtrJ.Jl TOWN OF VnIL, COLORADO
OE/A3/97 IZ16:58 REGIUESTS FOR INSIfECTION I^IORK SHEET$ FOR:'et 3/97
Activity: E96-Etl31 e/ 3/97 Type: B-ELEC $tatus: IS.€UFD Congtr*: ACOM
Addr.ESS: 13I?9 VAIL VELLEY DC
Location: FUBLIC WORKS FACILITY
Farce I : *1tZt1-O9E:-OO-OO1 Occ:
Descript ion r ELECTRIEAL WORH
Appl ieant: HUNT ELECTRIE
FOII BUS BARN ADDITION
Owner": ALLSTATE INSURRNCE CO X TOWN OF
Contractor: HUNT ELECTRIC
F.AGE
AREA: EG
1t
F,hone:
F,hone:
F'hone:
Use:
3tzl39494|2'6 1
3'ZrJ9494tzr6 1
Inspect ion Request
Request or': Dav e
Req Tiner O1:OO
Itens requested to
ra0l9A ELEC-Final
Inf ornat i on. ,, . .
Comment s: cl'ew
be Inspect ed, ..
Fhone: 949-4OGI
t'(}t}n
ACtion Comrnent s nn Time ExP,fi / .a'/Jto->-r- '* 4 -/'/ ='/./'
:::--
-
: -__-::::--_-- _-:-_ :_ :
Inspeetion History..... j - .f . ?g &*/ i,16/9-It em: Ool lrzr ELEC-Temp. Fower. 1- " r / ('" 'l'" ,1It en : AAIEO ELEC-Rough / 't'
A7/31/96 Inspectot': Efi Aetion: AF'FR AFFROVEI)
Lq/14/96 Inspector': L\l Action; AFFE AFFROVED
rct/3A/96 Inspeet or': Eti Act i on: FIFF'R flF'F ROVHD
LI/P7/96 Inspector: E[i Actionr AF'trR PFFRUUED
@L/A6/91 Inspector': Eti Action: AtrFR exept panel pp3
At / 16/97 Inspect or: E[i Act i cn : AFF R AF'F ROVED
Item: OOl3O ELEC-Condr-rit
Itemr tDtll4tZt ELEC-MiEe.
tA7 / L7 /96 Inspeetor: Eti Act i on r AFFR AFF'ROVED
18./31/96 Inspector: LFiV Act ion: AFtrR SERVICE FOR pOt'JER.
Item: OOl9O EL.EC-Final
A1/Lil/97 Inspector: E[; Action: AFPR panel pp3=br-rswash only
Ae/fr3/97 Inspector: E[) Action: AFFR pantial only
Item: OOle4 FIRE-ALARM ROUGfl
It ern: ra0538 FI RE-FINAL C/O
REtrT 1J 1 TOt^lN OF VAIL' COL0RADO F.AGE 6
AREA: EG&9./A3/97 fr7tfr6 REGUESTS FOR INSFECTION I^IORK SHEETS FOR, 'e/ 3/97
================================ ====*===========================E==============:3Activity: E96-O131 e/ 3/97 Type: B-ELEC Statr-rs: ISSUED Constn: ACtrM
Address: 13O9 UAIL VALLEY DFI
Location: F'UBLIC WORKS FACIt-ITY
Far.ce I : ElEtl-O9a-tara-O01 Oce:Use:
Descript ion : ELECTRICAL WORK
Appl ieant: HUNT ELECTRIE
Owner: FILLSTATE INSURANCE CO :4 TOWN OF
Contractor: HUNT ELECTRIC
FOF1 BUS BARN ADDITION
F,hone: 3O39494O6 I
Fhone:
F,hone: 3O39494?t6 I
Inspect i on Reque st
Requestor: Dav e
Re.q Time: EBlO0
ItemE requested to
6EI9E ELEC-Final
I n f onnrat i on. .
Connent s ; br-r:
be Inspected,
Fhone:
bar.n-who I e bldg xcept
949-4'46 1
ct'ew Foom iue Exp
rndieeti'onHistory..... 2.f -tf.27.f'',,,ft emr ra0l 16 ELEC-Temp. Fower. ( ,/",I t e r1; OO l lO ELEC-Ro ugh ' ,/''@7/sLl96 Inspector: E[] Aetion: AFtrR RFFROUED
16/14/gE Inspeetor": L\r Action: AF,trR AF'FROVED
LA/3o/96 tnspector: E[i Action: AFPR AFFROVED
lI/?7/96 Inspector:: Eti Aet ion: AF'trR AFFROVED
Ot,/n6/97 Inspector: E[i Action: AFFR exept panel ppJ
AI/L6/97 Inspector": E[i Action: AtrFR AFFROVED
Item: 0O130 ELEC-ConduitItem: oAL4A ELED-Misc.
A7/L7/96 Inspeetor': E(i Action: AFFR RFFROVED
1gl31/96 Inspector: L[:'V Act ion: AFtrR SERVICE FOR FOhlER.
Iten: OOl9O ELEC-FinaI
@L/LA/97 Inspeetor': Eti Action: AFFR panel pp3=buswash only
I t em : VA?P.4 FI RE-RLARM R0UCil-lItem: CnA53A FIRE-FINAL C/0
PSPT131 Prrn Td. ?t?
Roquostod rns$€ct 3+s; 8Effiag
January 08, 2001
tnsrrectlbn Type: MECH
hsrrectlon Arba: CFllre Addres$: 1309 VAIL VALLEY DR VAIL
PUBLIC WORKS FACILITY
A/PID brfinnrdirxl
Artivitu MqA-Oo7A
comi-ird6:
Paicel: 21010920@01
Type: B-MECH Sub Type' NCOMoccuDanc.v: use:
Phone: 3032425790
Phone. 3032425790
Status: I.S.SUED
Insp Area CF
AOOIiCATN: LIJNSFORD BROTHERS MEC}I. CONST.
Cofiilautor. LUNSFORD BROTHERS MEClt. CONSTr\rnar Al I CTATC lllel lDAtl^E nn 04 TA|^rAl nC
Descdntion: MECHANICAL WORK FOR 8US BARN ADDITION
Reoue$od rrspoctlon(sl
[em: 390 IIECH-Flnal
8eq'lestDr: John_GaflagosCotr*nents: Bus Bam -
Assigned To: CDAVIS
Aclron:
Item Cornrr'rctib:
Itcm Cornments:
hsosctlon llls{ofl
Item: 390
Comments:
MECH-Final
02l(/619l lnsoec{or:
1r9|| EtA5. LrEtttE|...
RoquostodPllfiS: gii-goo *
Entcred By: LCAMPBELL K
ADDTT']j6F|W[5- hotsv wril must
ver|ted to the odcid€ wiisbo haat lir
rt#]f*ffir ""-"rrrnrthe roof end r,e fuil size nG{rir-rrt rnust b€ ve|-mnnifttp roof end be full size n1edi|Jrn ptesuwe rwn jletor nNJ
hsat lines need to be protected at floor level hangers required at reguhtorfieater\|€rlted to the od3ide
urnt das lineun|t oas
DENIEIDENIED
Action: PA PARThL APPRCVAL
Action: APPR APPROVED
Action: PA PARTIAL A.PPROVAL
\ Aclion: ON DENIED
0?ru€/197 lnslector: CF Action: CO CERTIFICATE OF OCCUPAIICY
Commants: A.DDTL COMMS - hr)tsv vert must be v.rntad thru thr roof aM he ftjl size medium prlsuufe reguhtor
must vcrtcd to thc outsicle wtrsbo hcat lrnes necd to bc protected at floor lcvel hangers reoulred at
reodator/hoater unit oas trnc
Itcm:' 538 FIRE-FINAL cru- (Requiibci)
1oWrcrur!-9
t/urDL
N$p, p"-'..'tlC'
o
I
l]Yprr lDtc Lh>lqAl otrb
4?r-aDt)Lt 4oevnrAt' | >&-f+- (o?t
VAI lrfEaytl(nPTstral
&rrT?a Gfup>?> o('
?+kfi,P?t
&a+
VolIV, /z,Vavp>?
\
,i
orffiHffipv
# ?p4zfiirytri*'r;iAFG/ffi ?"UU"$0&{M,,{}$,!,iJrpf
RRESYEI
a80/SvrnOodq|St*Fl
U,hearRUge,CO 80q!
09.26-1995 PAGE
v
VAIL,
AFG/MESA FI
4894 VAN GO
WHEAT RIDGE,
ET
COLORADO
8003 3
FILE NO
TRANSPO 2.-.---_-
"TRAysPo 2 "
FLOW TEST RESULTS
Water Suppli'
STATIC 125.OO PSI
RESIDUAL 12.1.00 PSI @ 1020,00 GP!,t
9 18. f', GPMCITY PRESSI]RE A\"\TLIBLE .!T
5rt(
SUM}I.\RY OF SPRINKLER OT:TFI.,OWS
ACTI]AI- !II N IMUM
FLOW FLOW Ti-FICTOR PRESSURE
12r.18 PSi
B
I
201
202
ZV.)
201
205
206
207
208
209
L LV
ZI L
2t2
L L.)
214
215
216
217
2rB
219
220
22r
18. C0
t i nn
15. 00
r < nn
16.00
16. 00
16.00
15.00
15. 00
15.00
15.00
15. 00
15. 00
15.00
33. 00
15. 00
15. Oe:
15. 00
.'r5. 00
'15.00
1$.00
5.60
5. 60
5. 60
5. 60
f,. ou
5. 60:. <n
J. DU
5. 60
5. 60
5. 60
5. 60
5. 60
5. 60
). ou< <n
5. f,0
J. O(l
5. fiO
5. 60
). bu
37 .62
28.95
25.50
12.27
,13. 44
10 <A
34.99
38. 20
30. 41
37 .25
2t. 51
35.76
19.11
31.73
38. 17
11 0Q
28 .61
)4, 12
26. 14
23, "lB
31.
JU.
28,
.JO.
3+,
?n
34..\ELJ,
?1
24.
1'l
?
1R
35
TJ
z6
tt
91
L!
IJ
o1
88
1B
99
49
4B
00
sitS'fi
VAIL
REUODEL
VAIL, COL
FILE NO TRANSPO2
-" i;
TOTAL WATER REQUIRED FOR SYSTEM
OTITSIDE TIOSE STREAMS AT O
TOTAL WATER REQI'IREMENT
PRESSURE REQUIRED AT O
MAXITIUM PRESSURE UNBALANCE IN LOOPS
IIAXIMUM VELOCITY FROM 53 TO
'B
668.59 GPM
250. 00 rM
918.59 GPM
99.0.1 PSI
0. 00 Psr
28.58 FPS
ri"
VAIL
REMODEL OF
VAIL, COL
FILE }TO TRANSPO2
Locat i on
From To<\
[fts v
Flow
ln
Pipe
Size
IN
1. 380
BN6
1.610
BN7
2, 067
BN5
2.067
BN4
BNI
1. 049
lt.\ I
1.049
BNl
Fittings Eq-.iv Friction& Length LossDevices Ft PSI/FI
L 6.00 C=I?OF=2E F 5.00T 12.00 0.0864
L 10. 00 C=120F=0 F 0. 00T 10.00 0. 1491
L 10.00 C=LZAF=0 F 0. 00T 10. 00 0. 0951
t't----L' | 5.00,/ C=L20
F=T, E F \5-dT 20.00 0.1643
L 1.00F 0.00
T -/ 1.005r---\
L ( Lo.oo )F \-z-gf
T 12.00
L 10, 00F 0.00T 10. 00
L 5.00F 12. 00T 17.00
Pressure
Summary
PSI
34.73 (2r5)
0. 00
1 AA
35.77 (213)
0. 00
.1. 49
37.26 (2rr)
0. 00
0. 95 rtl
38 . 21 (2189'o.o0 *3.29
41.50 ( 56)
21 r 213DQ
a
209 21lDQ
r\v
56 209DQ
/1v
33. 00
33. .r9
66. 49
34. 18
100. 67
34. 61
135.28
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
L
F
T
57 212
2ra 57DQ
a
208 2roDQ
a
5s 2o8Dt
.18 201
25.99
24.48
50. .r7
B8
35
36, l8
F=0
F=E
F=0
E-T T
F-?
C=l2O
0.2113
C=l2O
0 .7212
C= 120
0. 4588
C=I2O
0.4074
21. 54 (212)
0, 00
o.2r
2t.75 ( 57)
0. 00
8.65
30.40 (2r0)
0. 00
4, 59
34. 99 ( 208 )
0. 00
6. 93
4t.92 ( 55)
41.73 (201)
0. 00
10.13
51.86
25. 50
-t.73
5. 19
28.96
-1.73
10.40
Kv-! (r? It c=L2oF=3E F \6-rA
2I.OO C=L2O
5. 00
26. 00 0. 3895
21.00 0.2470
( 48)
(201)203 201 /\v
202 2O3DQ
a
28,28
1n t ?
58.41
/o'<,-----.'L (LL.oo) c=Lzor\-€?d6
T 11.00 0.9451
,-GPM
e/2 r
30.
81.
1.049
BNI
1.049
BN8
1.380
BN2
(203)
SUBMITTAL
VAIL
REMODEL OFVAIL, COLO
Locat i on
From To
+e 2c2DQ
a
Flow
ln
GPM
34.35
92,76
FILE NO TRANSPOz
Pipe Fit. l-ings EquivSize & LengthIN DeviL-es Ft
1. 380 L 13, 00F=T,E F 9.00
BN2 T 22,00
09-25-1996 PAGE 4
Presgure
Summary
PSi
PT 37 .63 (202)
PE -0.-13PF 12, B7PT 50.07 ( 1?)
PT 12,27 (205)
PE 0. 43PF 7. 10PT 49.80 ( 5r)
Friction
Loss
PSI/Ft
a-1jn
0. 5848
5r 205
o 36 . .11
0-t9
BNl
0J9
BN1
049
BNl
0-19
BN1
1. 049
BN1
t.7'/'frq)c=r2o
F=T, 2E F L9*4€
T 18.00 0.3942
7.OO
9. 00
52 206 EF
T
L
F
T
C=120 PT 43. 44PE 0. 43
0. 4042 PF 3. 64
PT 17,51
(2Q6)
E
( {2)
2L9 221
r\v
217 2L9DQ
s9 217DQ
a
r\v
:1 qnnn
..,vu\<
n
BB.OT
93.35
aOr. JU
I
0
BN2
1. 380
BN2
r..6i0
.'.;?
r-T
F=T, E
r-T F
E-n
F=0
F=0
tr-n
B. 50
0. 00
8,50
10. 00
0, 00
10.00
1. 00
0, 00
1,00
8, 00
0. 00
B, 00
5, 00
5. 00
C= 120 PT
PE
0. 2288 PF
C=LZO PT
PE
0.8561 PF
C=120 PT
PE
0.5307 PF
C=120 PT
PE
0. 5307 PF
C= 120 PT
PE
0. 954.r PF
PT
36. 91
< | '>nn 2. 00 C=120 PT7,OO PE
9. 00 0. 3707 PF
PT
7.00 C=120 PT
7 .00 PE
14. 00 0. 1891 PF
PT
39.56 (207)
0. 43
1 ,)n
^1 1'' 1 <l\
r9.11 (21J)
Z. Df,
2r.76 ( 57)
23. 48 (22r)
0. 00
1. 9.1
25.12 (219)
0. 00
8. 56
33.98 (217)
.0, 00
0. 53
34.51 ( 59)
0. 00
4 .25
38,76 ( 58)
0. 00
I n1
.13. 53 ( 5:i )
35.22
L
F
T
L
F
T
L
F
T
L
F
T
L
FI
L
F
T
21.18
595B
| =lJ
VAIL
REMODEL OF
VAIL, COLO
Locat i on
From To
FILE
Pipe
Size
IN
TR.C,NSPO2
Flow
ln
GPM
r; ++ l^^,-r r L( r lrts,n
De'".ices
Equ i r,'
Lr:ngt.h
Ft
09-26-1996 PAGE 5
Fr i c'. . on PressureLoss Summary'
PSI /Ft PSI
zLB 220
r\
16 21BDQ
v
58 216DQ
r\v
28. BO
29.35nn ?(
3.1. 50o1 1<
Q 135.28
55DQ 111..18
Q 219 .76
5JDQ 35.22
Q 281, 98
53DQ 181.36
Q .166. 34
F./UrZ--.,L 78 . iO /C=iTo PTF b--oo/ PE
T B. 50 0, 2554 PF
L 10.00 C=L2O PT
F O,OO PE
T 10.00 0.9553 PF
L 1.00 C=120 PTF O.OO PET 1.00 0.5917 PF
PT
8. 50
0. 00
B. 50
9. 00
0. 00
9. 00
1.00
0. 00
r. 00
B. 00
0. 00
8. 00
25.50
r6, 00
+1.50
4. 00
0. 00
4, 00
L L . JV
0. 00
21,50
26. ++ ( 220 )
0. 00
Z. LT
28.61 (2r8)
0. 00'9. 55
38.16 (216)
0.00 +0.59 *38.75 ( $8)
n4r.49 ( 56)
0. 00
0. +3
41.92 ( 55)
1.41
13. 33 ( t.i )
0, 00
0 .20
.r3. 53 ( 53 )
0. 00
2 0a
47 .51 ( 52)
0. 00
2.29
49.80 ( 5r)
0. 00
o. 25
50. 05 ( '19 )
0. 00
1.81
51.86 ( 18)
0.-13
4. 61
539. 65
92.76
632. 1r
36. 18
6FiB. 59
2.635
FM9
2.635
FM8
Z. DJ)
FM7
2.635
Flt6
,360
FTIS
,260
FM4
4,260
FM3
1.260
FI!2
tr-n
F-n
F=0
F-n
F=C
tr-n
F-T
F=0
F=0
C=LZO
0.0504
C=LZQ
0.1566
0, 1999
C= 120
0.1972
C=l2O
0. 0552
c--r20
0. 0628
C= 120
0. 08,12
C=l2O
0.0933
c{9
D I.\ I
0.19
BN1
380
BN2
<t
53
52
51 52DQ.a'
J9 51DQ
r\v
48 49DQ
/.\v
17 .IBDQ
/1v
L
F
T
L
F
I
L
F
T
L
I
T
ft-
FI'
f
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
T
F
T
L
I'
T
*
F
T
PAGE 6
VAIL
REMODELVAIL, CO
Locat ion
From To
a
Flow
in
GPM
668. 59
Size
IN
+, z.ou
2a:O
I'R3
+, 026
f K.L
-t. 026
FR1
{. 026
FR1
6. 3.+0
UN
8.450
FILE NO TRr|NSPO2
Pipe F i tt i ngs Equi r Pressure
Summary
PSI
PT 56.90 ( 17)PE 0. 00PF I,12
PT 58.02 ( 7)PE 0. 00PF 10.99
PT 69.01 ( 6)PE 3,47PF 3.44 z{
PT 7s.92 ( $5)PE 5.20 4PF 1,47
PT 82.59 ( +)PE 5,20PF, I,47
PT 89,26 ( 3)PE 3,47PF 3. 78
& Length
Dev i ces Ft
Friction
Loss
PS I /Ft
C=120L
F
I
t.l
T
L
r
T
L
F
T
I
F
T
L
F
T
12,00
0. 00
'I
F=0
FMi T2,0. 0933
C=I2O
L.l
0)
PT-E
rr
PT
PE
PF
PT
a
668. 59
668. 59
668, 59
668. 59
668, 59
668. 59
r-T1-l
F=0
F=0
F=T,2E
r-f
r.17.80
B. 00
20. 00
28, 00
12. 00
0. 00
12.00
12. 00
0. 00
12.00
310.00
64. 00
37"1 . 00
950. 00nnn
950.00
10. 00
46. 60
56. 60
0. 0933
C=120
o. 1229
C= 120
o. r?29
C=120
a. 1229
0. 0101
T
C= 140
0.0025
C= 140
0.0025
96.51
0. 00
2. 37
98. 88
0. 00
0. 14
99 .02
L
F
T
,'\
7r=rrc
PreuurelF€l) |
tJl'{tt
ht fJ+(tcl rt
!rArr4{NhllJsgEgttEE+l9 ietf, (JeoEBgggEdSgg
lr
--tn
zn
Ton
>{
oz
o
rn
z,
rnn
3-.f $fg
0, O l':,9-0,9'*iu
F"g r3189'selrFS
o9gpt
t*f'l
" oa
.o rl:o !ooo+$
1' 1'u, ul
oN oPm 0)
PPPP' tfloouo(]o(I}
61 r}6}6l.Il!!!
,, ----
#
{
I
oT
E
TFg{DUOAI< F' .t '.+gP6'E
5'x a
1O
oSS9. + ul<
8bb:aoTOTTxOO
o
PoNo
bo
oT3
iel'Go3
O!So:<
<!r!
803tl!9AE
E'3T1EOtt
09-26-199623s0FY4vAt;,CEiltEB REMODELVAIL ,
AFG/MESA
,1894 VAN
WIIEAT RIDGE,
8003 3
FILE NO
FLOY{ TEST RESULTS
Water SupplySTATIC 125.00 PSIRESIDUAL 12+. OO PSI
EI
+
'lTRANspo rtt
r 020. 00 GPM
687.5 GPI{
}II NIMUMFLOW K-FACTOR PRESSURE
@
CITY PRESSURE .{VAILABI-E AT
SUMtrT.{RY OF SPRINKLER OUIFLOWS
12.1 . 52 PS I
SPR
ACTUAL
FLOW
101
to?
I n')
-tnl
ro7
108
110
111
ltl
1j-3
I. ID
I17
I lo
L2T
t2?
125
126
127
t28
^),
27.
26.
2t.
23.
)1
22.
iB.
15.
20.
1R
22.
17.
15.
)'l
25,
95
t'5
61
39
76
BC
2B
5B
(JJ
53
03
43
00
71
51
61
15.
la,
15.
l:
1<
il.
i<
r<
1<
15.
15.
15.
l5,
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
o0
00
00
5. 60
5. 60
5. 60
5. 60
5. 60
5. 60
5. 60
5, 60
5. 60
f,. bu
5. 60
5. 60
5. 60
5. 60
5. 60
s. 60
5. 60
s. 60
5, 60
5. 60
19. B-l
21.39
22. 58
14.58
18.00
15.15
15. 84
11.01
7 ,23
13.97
10, 95
15. +B
9. 69
7.r7
15.08
L7 .63
20 .9L
22.67
L7 .99
13.04
J.,
fls,l;t
26.
z
1s.
f,.
5.
. ..r:,
09-25:1996 PAGE 2VAILREMODELVAIL,
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT O
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT O
UAXIIIULI PRESSURE UNBALANCE IN LOOPS
IIAXIMUV VELOCITY FROM 8 TO 9
137 ,9 GPM
250.00 GPM
687..+9 GPM
91.93 PSI
O. OO PSI
22. 83 FPS
il
{
SUBMITTAtr,
VAIL TRAN
VAIL , COLO
Locat i on
From To
115 118
i,
37 115DQ
nv
:23508Y4
CENTER REL{ODEL
F
ln
GPM
15,00
I a i1
33. 53
Pipe
Size
IN
1.0{9
BN1
1.0 i9
B);1
Fitt.ings
&
Devir:es
F- | r
r- rr
F=T
E-T
F=T
l:-TI -l
tr-T
I -I
Equ i r'
Length
Ft
13,00
B. 00
21. O0
5. 00
5. 00
10, 00
13.
B,
LL,
J.
10.
I
(
o
Friction
Loss
PS I /Ft
C= 120
u. tJlo+
C= 120
0. 338+
09-?6-1995 PAGE 3
Pressure
S umma r y'
PSI
PT 7,17 (LLg)
PE 2. 17
PF 1. 60
PT 10.91 (1r5)
PE 1.30PF 3. 38
PT 15,62 ( 37)
127 tzg
n
tt I r ,1tt t\n+ J LL t uU
v
nv
20.22
,1 "<+J. Y/
+J, > I
1.0-1 9
BN1
I . 0.19
BN1
1.049
,\tI'1
1.049
BN1
L, ') t J
BNl
L
F
T
L
F
fI
L
F
T
L
F
T
L
r
T
T
r
T
L
F,r
I
L
l:
T
L
F
T
L
F
T
L
T
1.
00 C= 120
0000 0. l32B
00 C=LZO
0000 0.5590
50 C=IZO
0050 0. 5590
PT r3. 04 ( 128 )PE 2. 17PF 2.79
PT 18.00 (1.i7)
PE 1.30 tPF 5.59 1
PT 24.89 ( .15)
PE 1.95PF 5. 31PT 32.15 ( 25)
+ Z L LO
Q 26.67
Q 26.67
5. 00 C=120 PT
5. 00 PE
10. 00 0. 2216 PF
4. 50 C=I2O PT
5. 00 PE9.50 0.2216 PF
PT
5,00 C=l2O PT5.00 PE
10. 00 0. 2055 PF
,+.50 C=120 PT
5, 00 PE
9. 50 0. 2055 PF
PT
5.00 C=120
5. 00
10. 00 0. 1556
1. 50 C=I2O
i nn
6,5C 0,1519
22.67 (126)
I ?n
2. ?2
26.19 ( +2)
1.95
L. LL1n ?< r )1)
20.9t (125)
1.30
2. 06
.ta .t4 / ar\z+,4t \ +r.,t
. 1.95
1.95
28. 17 ( 2L)
:3 12
+r t25
2i "11
39 1r6
22. 03o
PT 15.48 (11.6)
PE 1. 30
PF 1. 56PT 18,3.1 ( 39)
PT 15.C8 1i2r-)
PE -0, +3
PF 0, 99
1t
1.049
BN1
1. O49
NRl
1. S{e:
' Et{l
1'7 1 ) 1
'fl
SUBUtrTT.
VAIL
VAIL , COL
Locat i on
From To
L7 37DQnv
ln
GPM
33. 53
55 .27
Equ i r'
Length
Ft
1.50
5. 00
9. 50
1. 50< nn
6. 50
+, 50
5. 00
,. JU
Loss
PSI, [t
C= 120
0. 8533
CENf,ER REMODEL
Pipe Frtt ingsSize &IN Dev i ces
1. 049
NR1
1. 0-19
D\'t
1 . 0.19
NRI
F=T
09-26-1996 PAGE 4
Fr ict ion Pressure
J> LZZ
nY
l q lann
v
23.41
?2.03
15, 5.+
T
F
T
L
t:
-t-
T
L
F
T
L
F
T
fL.
F
T
L
F
T
L
F
T
1l-
I
T
L
F
T
L
F
T
L
F
T
C=120 PT 17 .63
PE -0. +3
0.1755 PF 1.14
C=LZO PT 18.34PE 1.95
0, 5965 PF 5,67
PT 25.96 (
00 C=120 PT 9.69 (
00 PE 2. L700 0. 1009 PF 2. 12
Summary
PSI
PT 15.64 ( 37)PE r. 95PF 8.11PT 25.70 ( 17)
( 122)
( 39)
*r,r*
1*? )t-t -t -t L L I
o
'tc r I tTtr\rJU r rtrlv
'?
c
I / +.)
20. 93
38, 36
38. 36
t
I
BN1
. U+Y
BN1
.049
NR1
1. 049
BN1
;0+g
.'ij.
1
sHl
, o49
BN1
J6ID
r- tr
F- I I:
't1
.J.
a).
9.
00 C=120 PT
OO PE00 0..1341 PF
50 C=IZO PTOO PE50 0.1341 PF
PT
13. 98 ( 1r+ )
1. 30
4. 34
t9.62 ( 36 )
1.95
+, LZ
25.69 ( 16)
r-10 111
a
35 r1oDQ
a
33:.09
13. 00
8. 00
21.00
5, 00
5. 00
5. 00
5. 00
10.00
C=120 PT 7.23 (111)
PE 2.17
0. 0769 PF l. 6l
C=LZO PT 11.01 (110)
PE 1. 30
0. 3.104 PF 3. 40PT 15.7r ( 35)
C=I2Q PT 15. B+ ( r09)PE 1. 30
0. 1590 PF 1. 59PT 18.73 ( 33)
35 108
v
15 3 5DQ
a
21.80
33. 63
1. 0"19
BNi
1 . 0.19
NR1
t-T
1.50 C=l2O PT 15.15 (108)
5.00 PE -0.436.50 0.1526 PF 0.99
-1.50 C=120 PT 15,71 ( 35)
5. 00 PE r,95
9.50 0.8579 PF 8. 15PT 25.81 ' i;)
F-T
STJBUI
VAIL
VAIL ,COL
ion
To
Locat
From
ln
PM\t
REMODEL
t'itl:.....-r r LLrrrEo
&
Devices
Eriuiv
Leng tlr
I.L
Frietiort
Loss
PSIiFt
09-25-1996 PAGE 5
Pressure
Summary
PSI
33
.tJ 33DQ
n
23.76
22.28
.+o. lJ+
P ipe
Size
IN
I. U+:'
DNl
1. 0+9
NRi
L
F
T
L
F
T
r.50 C=120 PT 18.00 ( 107)
5.00 PE -0..13
6. 50 0. 1789 PF 1. 16
1. 50 C=LZO PT 18. 73 ( 33 )
5.00 PE 1.95
9. 50 0. 6086 PF 5 .78PT 26.16 ( 13)
101 10-t
l'\v
29 101DQ
a\v
929
n\.
1!r03
30 102
l0 30
Q 26. 61
1. 0+9
BNI
1.0+9
ti.\ r
1, 0J9
\RT
049
BN1"
049
NRl
.049
BNl
.0.19
NRl
2.067
CTI l
?.067
clt I
22. 58
1. 30
2.2r
26.09
1. 95
2. L0
30. 1.1
z+, J't
| ')n
2. 37
28, 06
1.95
z. za
J 4 , 1,O
25 .69
0. 00
0. 00
25.69
0. 00
0, 02
( 11)
(102)
21.39
?1 .95
i6. 33
16. J3
F={E
F=T
F=T
F=T
I -l
i..).
8.
2t.
10.
-+.
-J.
9.
Lrf
I
I
f
T
t
F
T
L
F
T
T
r
T
L
F
T
T
I.
T
00 C=|ZO PTOO PE00 0. 1173 PF
00 C=120 PTOO PE00 0.6156 PF
50 C=LZO PTOO PE
50 0.6156 PF
PT
14. 58 ( 104 )
2. L73.09 *t
1e.84 ( 161)1.30 t6. 15
27.30 i 29)l. 95
5.85
35.10 ( 9)
t31It
5 00 C=120 PT
5. 00 PE10,00 0.2207 PF
4. 50 C--120 lT
5. 00 PE9.50 0.2207 PF
PT
5. 00 C=120 PT
5. 00 PE
1.0, 00 0. 2370 PF
4. 50 C=120 PT
5. 00 PE9,50 0.2370 PF
PT
fB.50 ) C=LZO PT\o-o€l PE8.50 0.0000 PF
0. 50 C=120 PT0.00 PE
0. 50 0. 0332 PF
( 30)
( r0)
( 16){o
r'
I
L
I
T
L7
17DQ
o
1. 68
JJ, I /
56. 9r:'Q T--n
( L7)
09-26-1996 PAGE 6SUBITITTI
VAIL
VAIL , COL
Loc'at i on
From To
19 18
,^Y
20 l9DQ
n\<
21 2C
v
aa -) tT\n11 4 LU\J
a\
LJ !-L
n
1i 1l
r1
2+ 23DQ
n
B 25DQ
1.}
ln
GPIIT
56. 96
r02. 50
2i.61
128. 11
r2B. rt
26.67
't < r ', r7
43 .97
198 .7 4
P ipe
Si ze
2, 467
cltl
2, 067
cI{1
2.067
cilr2
2. 067
ctt2
2,467
cytz
l,ubl
cu2
2.067
cltz
2. 067
cxz
2.Q67
cul
2.067
cMl
l. t.,o /
a:It 1
2.067
REMODEL
Fittings
&
I)ev i c;es
F=E
F=0
i =u
F=0
t-n
F=0
Equ iv Fr ict ion
Length LossFt PS I /Ft
L 7.50 C=120F 0. Ir 7.50 0.0332
L 0.50 C=I20F 0.00
T _, 0. 50 0. 098.1
/c 7----\L ( L7.OO) C=L2OF \tdT 22.OO 0.0984
L 7. 00 C=IZOF 0.00T 7. 00 0. 1486
L 7.00 C=120
r at ,1n. U. UUT 7. 00 0. 1.186
L f.50 .C=I2OF 0.00T 1,50 0,2108
L 7.50 C=IZOF 0.00T 7.50 0.2108
lJ 4tt---\L l72.OO) C=IZOF..--ffi
T 72.OO 0,3348
B. 50 C=120
0. 008.50 0.4147
0.50 C=L?O
0. 000.50 0.0807
7.50 C=I20
0. 0c
7. 50 0. 0807
1. 50 C=LZO
0. 00
1. 50 0. r70B
Pressure
Summary
PSI
PT 25.71 ( 1B )PE 0. 00
PF 4,25
PT 25.96 ( 19)PE 0. 00
PF 0. 05
PT 26.0r ( 20)PE 0.00PF 2, L6
PT 28. 17 ( 2t)PE o.0o *PF 1.04 f
*PT 29.2L ( 22)PE 0. 00PF 1. 0.1
PT 30.25 ( 23)PE 0.00PF O.32
PT 30.57 ( 21)PE 0.00PF 1,58
PT 32.15 ( 25)PE 0. 00PF 24, ILPT 56.26 ( 8)
PT 25.69 ( 16)PE 0.00PF O. t2
PT 25,81 ( 15)PE 0.00PF 0. 0-+
PT 25.85 ( 11)PE 0. 00PF 0.6i
PT 26.16 ( 13)PE 0. 00PF A.26
13 16.
a
1l 15DQ.n
0
12 l3DQ
.\'Y
55.43
92. 1L
r-it1
L
't
L
F
T
L
I
T
L
F
T
'tL, 1t
{6.01llB. r-
09-26- 1996
l0
in
GPM
L2
Q i38.15
i LDQ 2€).6i
Q i64.76
1ODQ 27 .65
n i ar,'t I iv lr.1 . +r
9DQ 46. 33
Q 238. 74
BDQ t9{J,71
Q "137. 49
Q 137.19
Q r37. +9
5
Q 437.49
137 . 49
+J
'
, -+ -Y
F=E
cMl
2 .067 F-n
clt I
15, 00
5. 00
20.00
'(fn.O
Y#'
9. 00
0. 00
9. 00
30.00
r5.00
{5. 00
15. 00
I J . OU
28.60
95.00
22. BO
1i7.80
8. 00
40, 00
+8. 00
12,00
0. 00
r2.00
12.00
0. 00
L2. OO
310, 00
6.1. 00
374. 00
950. 00
0. 00
950,00
10.00
'16. 60
56. 60
Pressure
Summary
PSI
26.72 ( L2)
0. 00
3. 12
30.1.r ( 11)
) t1
Pipe
Size
IN
2.067
2.067
c\{ I
2.067
CMl
+ . zo r)
FR4
+. zou
FR3
1 .026
FR2
4.026
{R1
','o7#
Fittings
&
[)erir:es
F=0
F=T, E
F=28
F=T, 2E
F=0
E-n
F:=T ,2E
F=DDC
Equiv
Length
Friction
Loss
PSI /Ft
C=120
0. r708
C=t20
0.2366
C=l2O
0. 3153
C= 120
0, 4700
C=IZQ
0.0126
C=120
0.0+26
C=LZO
0.0561
C=l2O
0.055r
C=120
0. 0561
C= 140
0. 0046
C= 140
0. 0011
0.0011
I
F
T
I
T
L
F
T
L
F
T
L
F
T
L
F,r
I
r
E
T
L
F
T
tt-
F
T
L
T
L
F
T
L
r.I''r
PT
YL
PF
PT
rE-
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
32.27 ( r0)
0. 00
2.81
35.11 ( 9)
o. oo *2r. 15 f5t56.26 ( *8 )
5. 20
r.22
62.68 ( 7 )
0. 00
5.02
67.70 ( 6)
3. +7
2.69
5)
ot
1)
PT
PE
PF
PT
PE
PF
PT
PE
PF
.1i'
.340
UN
8.450
o r:n
73. 86 (
5,20
0 .67
79,73 (
5. 20
0.67
85.60 (
3. 17
1.72
90. 79 (
0. 00
1. 04
91. 83 (
0. 00
0. 06
91. 89 (
SRr
? r37. 19 F-T
PT 0)
I
0.t5
oo
oNo
o
Ita H '_ :|J'ltrl0-0(,)
o-oo.ooo. . rollnt r.'rNNO
CL i{ r{
c\
a ,-EO,rLof#
0) 'd.D O*r#,- )tUrool,>, +. er->(/|d Ll
z,
0-(,
t
.9
g
'TIT(Lo(L(LoooGt
to-tolo
Itoln
o
J
uJoo
=Iuu
u
IUFz
lrJ
O
zo
Fu
o
0.
U)2
tF
a
ooo(')toot
NOOt\(vl |n0r N(0
ao0-c
ooooj'i
:o o
Pu "tEd6oC E- Ottlt!C!oo : co.i83
-e,c a,ts-o{oq t'i 'e -.ii,:,: u o(LU|n{
-? o0 0 0q,octF
.:
,: .,.1, j
'iI
oooo)Olroooeooeoooooooorn+fllSIFC,o'OFOv)NNNNNNIFFFr-F 888RE8S
oc;a
E6A!
b5()E
.96E\r>
=tt:o
tOEooc|
;; l.'
O 1,or,r,n*r,o
r Sprinkler A
Upright or Pendent
Automatic Sprinkler
Manufaclured by: C€ntral Sprinkler Company
451 Norlh Cannon Avenue, Lansdale, Pennsylvania 19446
fri,;;;oi,orF
The Central Model A Upright or
Pondent Sprinklers ofler the ultimate
in aeslhetic appeal and advanced
design features. They incorporate a
unique center strut design which
results in a smaller, more attractive
sprinkler than lhose manufactured- with a more traditional design
approach. The center-strul operating
'' - mechanism ol the Model A sprinkler
responds significanlly faster than
more tradilional mechanisms such as
the 8mm glass bulb or link-and{ever.
The Model A Sprinklers are
intended for installation in accordance
with current NFPA 13 Standards.
They are available in a wide variety of
orif ice sizes, temperature ratings,
finishes, and corrosion resistant
coatings.
Operatlon: A fusible alloy is
sealed into a bronze center stnrt by a
stainless steel ball. When lhe alloy
mells at its rated temperature, the ball
is forced upward into the center slrut,
releasing the two ej€ctors and
operating the sprinkler. Unlike most
olher sprinkler designs, the alloy is
not exposed to atmospheric
condilions that could affect its proper- functioning. lt is also less susceptible
to mechanical damage since lhere
are no prolruding €lements,
/'* extending beyond the sprinkler trame.
Technical
Data
Model: A
Style: Upright or Pendenl
Orifice Size K Faclor Thread
W psnn) 2.7 @.eI W @zr@N.Pf.
lAs" 1rr.t nml 4.21a.n1 W 0z.z rO N.P.T.
tA" pz.znnl 5.6@.q %' 0z.zn-lN.P.T.tlh'pasnml 7.8 (1t.s4) tA' 1z.zrflN.P.T.
"th' fts.s nnn) 8,1 1ts.g) 3/q' 1e.t r@ N,P.T.
Temp. Rating and Frame Arm Color:
135"F/57"C Uncolored
165"Fn4"C Uncolored
212"F/100'C White
286"F/141"C Blue
Approvals: U.L., U.L.C., F.M., M.E.A.,
V.D.S., LPCB (see tabulatr
information on Page 3.)
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 500 p.s.i.
Standard Finishes: brass. chrome
plaled (chrome ls not V.D.S.
Approved and white paint is U.L.
only.)
Coatings: wax, lead, or wax-over-lead
(see tabular intomation on
page 3.)
Pintle: on deflector for 3/e', ?r0",
and 17/gz' orilice by lz" lhread
Length: 2slg" (so-ss nn) (excluding pintle)
Width: 17|rc" pa.nm1(frame arms)
Weight: 4.2 oz, pte sramsl
For specilio lisling requir€monts s€e the approgdate
lnto.rnat on conlalned in this brochure.
1{o.2-l.O
u.L., *u.L.c.
' 286'tamporalure ls not U.L.C. Approvad wlth corroslon-rgalttrnl cotllng!.- No corroalon-real3lant coallng! arg Approved by MEA."' Lead only.'" Llstsd a! hlghtemperalurs, wax cortedlorlnstallstlon$hors marlmum amblenlcalllng lemp€ralu re does not srcaad 150oF.
75.SA
U
nlnstallat
All Central Model A Sprinklers
must bs installed according to current
NFPA 13 Standards. Deviations from
these requirements and standards oi
any alteration to the sprinkler ilsell
will void any warranty made by
Central Sprinkler Company. In
addition, installation musl also meet'
local government provisions, codes
and slandards as applicable.
The system piping must be
properly sized to insure the minimum
required flow rate at the sprinkler.
Check for the proper model, style,
orifice size, and temperature raling
prior to installation. Install sprinklers
atter lhe piping is in plac€ to avoid
mechanical damage; replace any
damaged units.
ion,.U:,'JJi:"ffi:3i.il:k? " ""Central Bulletins on the Model A-1
Dry Pendent Sprinklers for use in dry
pipe sprinkler inslallations.
Upon completion of the
installation, the system must be
tested per recognized standards.
ln the event of a thread leak.
remove the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1, The unit must be installed
in the upright position for upright style
sprinklers, and in the pendent
position for pendent style sprinklers.
Step 2. Use only a non-hardening
pipe joint compound or Teflon* tape.
Apply only to the male threads.
'T€flon ls a tradomark ol lhe DuPont Com.
3
Step 3. Hand tighten the sprinkler
into lh€ fltting. For upright sprinklers
use a Central Sprinkler Combination
Wrench, and for pendent sprinklers
use a Central Sprinkler Universal
Wrench, to tighten the unit into the
fitting. A leak-tight joint requires only
7 to 14 ft.{bs. of torque; a tangential
force of 14 lo 28lbs. delivered
lhrough a 6" handle will deliver
adequate torque. Torque levels over
21 ft.-lbs. may distort the orilice seal,' resulling in leakage.
For exposed piping syslems, the
sprinkler should be orionted so tho
frame arms are parallel with the
branch line pipe.
and ^'MEA .C.l Ca!. No. 375-
Orlflce Slze and Style Temperature Rating ("F)Corroslon-Reslstant Goatlng
3/a" upright and pendent
7re" upright and pendenti/z' upright and pendenl
17lse' (x t/a" thd.) upright and pendent
1'lsz' (x 34" thd.) upright and pendent
t*t135 16s 212 ****2g6***.|35 16s 212 ****286***i35 16s 212 ****296
165 212 ****2g6
165 212 ****296
lead, wax, wax-ove r-lead
lead. wax. wax-over-lead
lead, wax, wax-over-lead
lead, wax, wax-over-lead
lead. wax. wax-over-lead
F.M.
Orlflce Slze and Stvle Temperature Ratlno ("Fl Corroslon-Reslstant Coatlnq
3/e" upright3/s' upright3/e' uprightr/z' upright and pendentt/a' upright and pendent1/2' upright and psnd€nttzle' lx r/2'thd.) upright and pendenl
t7h2n (x1l2r thd.) upright and pendenlt7le" (x 1/2" thd.) upright and pendenl
171e" lx %" thd.) upright and pendenttTler lx3/l' thd.) upright and pendenttTlp' (x %" thd.) upright and pendenl
135 165 212
2't2
212
212
212
212
212
212
212
212
212
212
286
286
286
286
286
286
286
246
135 165
165135 165
135 165
lead
wax-over-lead
wax
lsad
wax-over-lead
wax
lead
wax-over-lead
wax
lead
wax-over lead
wax
LPCB Llstlngs
Oriflce Slze and Style Temperatule Ratlng ('F)Gorroslon-Reslstant Coatlng
t/a' (15 mm) upright and pend€nt
t7ltz" (2O mm) x 3/r' lhd. upright and pendent
135 165135 165
212
212
286
286
v.D.s.
Orlflce Slze and Style Temperaturc Ratlng ('F)Corroslon-Resletant Coatlng
%' (10 mm) pendent
'/z' (15 mm) upright and pendentnle' (2O mm) x 3/+" thd. uprighl and pendenl
135
135
165
165
165
212 286212 286
U
Recessed Sprinkler - H
Model H
Recessed Pendent
Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania'19446
t I Product ffi;:ti:i::JfiX'ilHi:"Jff:t"I A I Description ;i""#H"i;H'ilixT"'"1","""fif,5 "
-
are no protruding rinks or revers.
nTechnical
The Central Model H Recessed
Pendent Automatic Sprinklers are low
cost, aesthetically pleasing unils thal
have long been considered the finest
Recessed Pendent Sprinklers in the
industry.
The Recessed Pendent
incorporates the Central Model H
Center Strut Sprinkler with a special
two-piece recossed escutcheon
assembfy permitting 1/2" ot lield-
adjustment. The ceiling escutcheon
plate, offered in either plaslic or
metal, is easily installed after the
sprinkler is in place by simply
pushing it over the sprinkler and into
the upper support piece until located
flush with the ceiling. This feature
allows removal of ceiling panels for
easy access to ceiling equipment
without taking the system out of
service to remove the sprinkler.
The Mod€l H Recess€d Pendent
Sprinklers are available with a %"
orif ice.
The Model H Sprinklers are
available in three standard finishes.
The mating escutcheon plate is
available in three standard finishes
with additional special finishes
available.
Operatlon: A fusible alloy is
sealed into a bronze cent€r strut with
a slainless steel ball. When the alloy
melts at its rated lemperature, the
ball ie lorced upward into th€ center
strut, releasing the two eiectors and
operating the sprinkler. Unlike most
other sprinkler designs, the alloy is
Model: H
Style: Recessed Pendent (adjustable)
Wrench: Univ.ersal
Orifice Size: 7z'
Kjaclor: 5.6
Thread Size: %'N.P.T.
Temperalure Rating: 135"F/57"C,
165oFt74'C,
212.F1100'Q
Approvals: U. L., U.L.C., F.M.,
MEA (Cal. No. 37t75-.SA)
Factory Mutual (light
hazard, ordlnary hazard
I and ordlnary hazard ll)
Maximum Working Pressure: 175 Psi
Factory Hydro Test: 1OO/" @ 500 Psi
Standard Finishes:
Sprinkler: brass, chrome plated,
*white painted
Esculcheon (metal): brass plaled,
chrome Plated, white
Painted
Escufcheon (plastic): brass plated,
chrome plated, white
painted
Length: 27r"
widrh:
Sprinkler: 1%- (across frame arms)
Upper Suppott Piece: 2%" (dia.)
Ceiling Escutcheon: 3%" (dia.)
Adjustable Range Below Ceiling:
1/2" lo 1 '
Weight: 4.2 oz.
-U.L. only.
,r
llDesign
I NDataIJ
Deslgn Requiremenls - Standard Appllcations
In Standard applications, Model H Sprinklers are intended for standard area
coverages and standard flow and pressure requirements as specified in current
NFPA 13 Standards.
Do not use the push-on escutcheon
plate to hold the unit in position. The
sprinkler will only function properly
when the syslem piping is anchored
to the building structure. Otherwise,
reaction lorces from system initiation
could alter ihe sprinkler alignment and
disrupt the dislribution pattern.
Step 3. Use only a non-hardening
pipe joint compound or Teflon. tape.
Apply only to ihe male threads.
Step 4. Hand tighten the sprinkler
into the fitting. Use a Central
Universal Sprinkler Wrench to tighten
the unit into the fitting. A leak tight
joint requires only 7 to 14 ft.-lbs. of
torque; a tangential force of 14 to 28
lbs. delivered through a 6" ratchet
handle will deliver adequate torque.
Torque levels over 21 tt.-lbs. may
distort the orifice seal, resulting in
leakage.
Step 5. To install the escutcheon
plate, align it with and push il over the
sprinkler body and into the upper
support piece until lhe outer edge of
the escutcheon meels lhe mounting
surface. The recessed escutcheon
toof npy be used to install ihe
escutcheon plate easily from lhe floor.
Do not over- or under-tighten the
sprinkler to compensate for inaccu-
rale. escutcheon plate adjustment.
Caution: Special care musl be taken
when installing with a CPVC system.
Sprinklers must be installed only atter
lhe system has been tested and
drained, to ensure that no primer or
cement accumulales within the
sprinkler.
'Tellon i6 a trad€mark of lh€ DuPont Com.
mt Gare &
Ljl Maintenance
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
lemperatures may exceed 10fF88'C.
For besl resulls. store them in a cool
dry localion in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painled,
coated, plated, or allered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner
must be replaced.
The owner is responsible for the
proper working condition of all fire
protectlon devlces and accessorles.
The NFPA Standard 25A entitled.
"lnsryction, Testing and Maintenance
of Water-Based Fire Protection
Syslems", contains guidelines and
minimum maintenance requirements.
Furlhermore, the local Authority
Having Jurisdiction may have
additional regulations and
requirements for maintenance,
testing, and inspection that must be
obeyed.
It is advisable to have sprinkler
systems inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
flnstallation
All Model H Sprinklers must be
installed according to current NFPA
'13 Standards. Devialions lrom lhese
requirements and standards, or any
alteralion lo the sprinkler itself will
vold any wananty made by Central
Sprinkler Company. In addition,
installation must also meet local
government provisions, codes, and
slandards as applicable.
The system piping must be properly
sized to insure the minimum required
flow rate at the sprinkler. Check for
the proper model, style; orifice size,
and temperature rating prior lo
installation. Inslall sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe syslems must be protected
from freezing. Refer to Central
Sprinkler Model A-1 dry pendent lor
use in dry pipe sprinkler installations.
Upon completion ol the installation,
lhe system must be tested per
recognized standards.
In the event of a thread leak,
remove the unit, apply new pipe joint
compound or tape, and reinstall.
Installallon Sequence
Step 1. The unit must be installed in
the pendent position.
Step 2. The sprinkler fitting should be
a nominal 1" (plus or minus %" behind
ihe finished ceiling line). Final
adjuslments are made via the push-
on escutcheon plate to compensate
for variations in the f ittings.
Sidewall Sprinkler-H
Horizontal Sidewall
Automatic Sprinkler
Manulactured by: Central Sprinkler Gompany
451 North Gannon Avenue, Lansdale, Pennsylvania 19446
Product
Ilescription
The Central Model H Horizontal
Sidewall Sprinklers are designed with
special deflectors that discharge mosl
of the water away from the nearby
wall in a quarter-semispherical
pattern with a limited portion of ihe
. discharge directed toward the wall
behind the sprinkler. They embrace
lhe ultimate in aesthetic appeal andI, advanced design features via
incorporation of a unique centor slrut
design, which results in a smaller,
more attraclive sprinkler than those
manulactured wilh a more traditional
design approach. The center-strut
operating mechanisms, such as the
glass bulb or link-and{ever.
The Model H Horizontal Sidewall
Sprinklers are inlended for installation
in accordance wilh current NFPA 13.
They are ideally suited for use in
churches, clubs, schools, hospitals,
off ices, restaurants, auditoriums,
retail stores and similar occupancies.
They are available in a wide variety of
orif ice sizes, lemperature ratings,
finishes and corrosion resistant
coatings.
Operatlon: A lusible alloy is sealed
. into a bronze center strut by a
slainless steel ball. When the alloy
melts at its rated temperature, the ball
, p,. is forced upward into the c€nter strut
/ releasing the two ejectors andi: operating the sprinkler. Unlike most
other sprinkler designs, lhe alloy is
not exposed to atmospheric
conditions thal could affect its proper
functioning. lt is also less
susceptible to mechanical damage
since there are no protruding
elem€nts extending beyond the
sprinkler frame.
nTechnical
Model: H
Style: HorizonlalSidewall
Orifice Size and K-Factor:
1's" (e.5 mm) 2.6 P7.18)
'Aa' 1s.s mm1 4.2 (60.06)
1/2" (11.1 mm) 5.6 1ao.oa1
Thread Size: lz" (tz.znm)N.P.T.
Temp. Rating & Frame Arm Color:
135'F/57'C uncoloredorblack
145"F/63'C uncolored or black
165"Fn4"C uncolored or black
212"F/100'C white
286"F/141'C blue
Note: Color idenlilication is not
required for plated sprinklers.
Approvals: U.L., U.L.C., .F.M.
,.M.E.A. (375-75-SA)
(. %" orifice only)
Standard Finishes: brass, chrome
Decorative Finishes: black, white,
off-white (U.L. Only)
Corrosion-Resistanl Coalings: wax,
lead, wax-ove r- lead (see tabular
information on page 3)
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 100% at 500 p.s.i.
Pintfe: on deflector for %" and 7Aa"
orifice.
Length: 23A'p9.9mm)
widrh:
Frame Arms: 17Aa" (a.s mn)
Deflector: Isla' (s9.69 mn)
Weight: 3.1 oz.pz grams;
a2JzV2p79r=
&v&w
fuztrfu -'Z,/r.v>- /+r1
e-,&) )
e.-,/q/
llo. 2.15.O
nffinnicato
* Llsted as hlgh temperatur€, wax coated tor installatlon whor. maxlmum
amblent celllng temperaturs doeg not erceed lsOpF.
F.M.
Temperature Rating ("F)Orilice Size Corrosion-Resistant Coating
135
145
165
212
286
,/z
1/z
,/2
ta
1/2
L€ad
Lead
L€ad
Lead
Lead
Deslgn Requirements - Standard Applicatlons
The Model H Horizontal Sidewall Sprinklers are intended for standard area
coverages and standard flow and pressure requirements as specified in current
NFPA 13.
The %" and '1/a" orilice sprinklers are U.L. and U.L.C. Listed for inslallation in light
hazard occupancies only. These sizes are not F.M. or M.E.A. Approved.
The Tz" orifice sprinkler is U.L. and U.L.C. Listed and M.E.A. Approved for
installation in lighl or ordinary hazard occupancies only. lt is F.M. Approved for
installation in light hazard occupancies only.
The Model H Horizontal Sidewall Sprinklers must be installed with the dellector
from 4" to 6' below ceilings and not more than 6" away from the wall or lintel
surface through which they are mounled, "unless special construction arrange'
ments make a ditlerent posilion advisable for prompt operation and effective
dislribution" (see NFPA 13). There is no maximum ceiling height limitation for
multiple sprinkler installations, when utilizing the Model H Horizontal Sidewall
Sprinklers.
idewaf l Sprinklers for use in dry gyt€
lon of the installation,
Bfnstallation
All Central sprinklers must be
inslalled according to current NFPA
13 standards. Deviations lrom
these requirements and standards
or any alteration to the sprinkler
itself will void any warranly made by
Central Sprinkler Company. In
addition, installation must also meet
local government provisions, codes
and standards as applicable.
The system piping must be properly
sized to ensure the minimum required
flow rate at the sprinkler. Check for the
proper model, style, orifice size and
lemperature rating prior to installation.
Install sprinklers after lhe piping is in
place lo avoid mechanical damage;
replace any damaged units. Wet pipe
the system must be tested per
recognized standards.
In the event of a thread leak,
remove the unit, apply new pipe joint
compound or tape and reinstall.
Installatlon Sequence
Step 1. The unit must be installed in
the horizontal position.
Step 2. Use only a non-hardening
pipe joint compound or Tetlon. tape.
Apply only to the male threads.
Step 3. Hand tighlen the sprinkler
into the fitting. Then use a Central
Combination Wrench to tighten the
unit into the fitting. A leak-tight joint
requires only 7-14 fl-lbs. of torque; a
tangential force of 14-28 lbs.
delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft-lbs. may dislort the
orifice seal, resulting in leakage.
GAUTION: Do not "wrtnch" or
turn the deflector, as thls actlon
may damage the sprlnkler and
cause lt to leak under preasur€.
' Telloal ia a lr8d€lr|ark of the OuPonl Co|9,
f,Tfiflfif,AN'E
Sprinklers musl be handled
carefully. They must not be
transported or stored where ambient
temperaturos may exceed 100oF/
38'C. For best results. stor6 them in
a dry, cool location in the original
shipping package.
Do nol install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated or altered in any olher
way from manufactured condition oI
they may not function propetly. Any
sprinklers altered in such a manner
musl be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled,
"lnspection, Testing and Maintenance
u.L.s
Temperature Rating ("F)Orifice Size Corrosion-Resistant Coating
135
145
165
212
286'
s/6t' , 7/16't
,1/2tl
3/e' , 7/ta' ,Y2"
3/a" , 7Aa' ,'/""
Te" , %a" ,Y2"
s/eu , 7Aa" ,t/2"
Lead
Lead
Lead, Wax, Wax-Over-Lead
Lead, War, Wax-Over Lead
L€ad, Wax, Wax-Over Lead
to the Central Bulletins
on the Model H-1 Dry Horizontal
Dry Pdhdenr Sp?lnklenr
Receried, Flush ond
Rev. No. 1
.:.:l
, *.h,
_t
i
t,
l
Ertended Types
Model rrali"
Listed by: rJnderwriters Laboratories, Inc.
Underwriters' Laboratories o{ Canada
Approved by: Factory Mutual, B.S. & A. of New York Ciiv
Description . Operation . Technical Data
' @ Central Sprinkler Corporation - 1986
Central Sprinkler Corporat ion
451 North Cannon Avenue, Lansdale, PA 19446
(215) 362-0700
lha r'A.l'' Racaatad Dry Prndrnt otforc a€sthetlc
app€81 es the sprlnkler ixtends only b€twoen.1^and
1% Inches below the celllng. The recsssod typs
$culcheon easembly ls comprlsed of an upper
esculchoon support pl€co p€tmanontly altachod
to tho sprlnkler frame and a celllng .a3culcneon
plece that rllps over the Inltalled aptlnkler and has
7r Inch of llsld adlustmcnt.
Tha "A-1" Flurh Dry P.ndot otters aosthellc
appeal as thc sprlnklir oxtcnd! only bolwoon. 1%
to'2 lnches b€low lh€ celllng. Tho flu3h lype
oscutcheon ass€mbly ls comprlsed ol an -upper
escutcheon suPport piece permanently attachod to
the 3orlnkler fiame jnd a celllng esculchoon plece
that lllps oYot lhe lnstalted sprlnkler and has yt
Inch of fleld adfustment'
Thl "A-1' Eilcndcd Dry Pondcnl, doslgnod toi
use In spoclal appllcatlonr such as lre€zlng
envlronmehtc and condlllonr whor6 sedlmont or
torolgn matorlals mlght eccumulalo In ordlnary
drop-nlppler, lncorpoialea a two plcce- adlullabls
glcutcheon essombly used whenevor ll ls oo3lreo
io locate the sprlnklir delleclor at a groatar than
nonnat dlstanco bolow tho calllng du€ to lh€ pr6€nc6
ol flush typs llghts, ctc. The defleclor dlstancc
oetoi tne delttng mdy be ar much as &5/E Inches
wlth thls assem6ly. lt has 7,8" adlustment.
Descrlptlon
Dry Fendent Sprlnklers are:
F .'ctlor!
7- Rcclrrcd
'- urnrrnum Li;ir?iirton t" s"
Orderlng Informatlon:
Specify: 1. Quantlty and StYle
2. "A" dimension
3. ThrnrC Slze 17," ot 't",
Operotit
Cenlral's Modol "A'1" Sprlnklers lcature 'lh€ baglc Contral
ccntor strul sprlnkler. A fuslblc alloy ls soaled lnto e bronz€
c€nlor st.ut (f9l by a slalnless steel ball (t10). When the slloy
mells, the bsll is forced upward Into the cenlor strul r€l€aslng
lh€ two electors (t8) and oporatlnO lhe barlc-cprlnklet (*11)'
Thlr caus€s the rcleai ol cap On and bGhlng (F) allowlng gultle
iu* trcl and thrust bearlng (t4) to droP down, allowlng ball
Oearlrigi (|3), seal (f'2) and plungcr (rl) lo b€ released and
elccted thiough tho sptlnkler wlth th€ waler st,eam'
I
,
Technlel Dqto
Thread
Slze
Nomlnal
Orlf lce
Avallable
Temporature Flnlshes
"A-l'
Dry
Pcndontg
165'F
212'F
<28,a'F
Factory Bronze
Chrome
Lead'
Whlto Enamel"
t/t" 5.6
or
1"
57.20
7il rC
100'c
141 'C
r- Atw.y. Inrtall dry p.ndml tprlnklco ln r lco oullct NEI'ER In en clbow.
tmpOftant Notes: a Wtrcievcr poarlblc Inrtrll by applylng plpt- wrt-nch.lo t/t" ot 1" bnrr conncclor.
ir irii.it" toquo Plecrd up6ir ilrc rprlntlrr ltrllf crn G!ut! brcrllgr'
'Lead coatlng 13 aYallable on "A'1" Extendod.
Otr tttJ;A-f "hwtt lt ls avallablefor16S'end a2'sprlnklooonly'
"l riite enamel flnllho! ar€ not U.L Llsted or F.M. Approv€d'
* tr?rr"rl Rb,cEgSeD
t-lta
I
I
Crocc Sectlons
li ct|uxc
, r|rr
t:
:
Flurh
Mlnlmun "4" Olmcnllon la 21^"
4. T€mperature Rallng(s)
5. Flnlsh
6. Quan t lty - Un lverga I Wrenches
!-tl.'in. 6i)--
Not..: '1. "A" dlmonslon l! dllt8nce from lac'
ol tcc to calllng lhc.
2. Approvod longth llmllellon3 8?e e3
lollow!:
P.ndtni UPtlghl
U.L, I F.M' 36" Not Ll3tod
4/86
'--€
Listed by: Underwriters Laboratories, lnc.
Approved by: B.S.&A. of New York City
Description . Operation
Technical Data
' @ Central Sprinkler Corporation - 1986
Central Sprink ler Corporat ion
451 North Cannon Avenue, Lansdale, PA 19446
(215)362-0700
Descrfpllon operoil"
. Centralb th', Model "H-1" Flush Dry Horizontal Sidewall
Sprinkler is designed for use in special applications such
as freezing environments. lt incorporat€s a deflector spe-
cially designed to meet the new Underwriters Laborato-
rles, Inc. etandards for sidewall sprinklers, which com-
bines apeed of oporation with aroa coverag€. lt is listed for
use in both llght and ordinary hazard occupancias when
installod in accordance with N.FPA. Pamphlet #13 spacing
rules. Ag it is one of th€ emallest sprinklers being made
todav only 11h" wide and ZYt' in overall length, it featur€g
tho ultimato In aesthetic appeal. A two piece flush type
wall escutcheon is provided as standard and allows 72" of
fl€ld adiustmont.
Central's Model "H-1" Flush Dry Horizontal Sprinkler
features the besic Central Conter Stut Sprinkl€r. A fudUe
alloy is sealed into a bronze cont€r strut by a stainless
steel ball. When the alloy melts, the ball is forced upward
into the cent€r strut relearing tho two ejectors and oper-
atlng the basic sprinkler. This causee the release of disc(r8l allorying guide tube (16l and thrust bearing lr4l to
move forward allowing ball bearinga (#31, soal lrD and
ptunger (rl! t9 be rcleased and eieaed through th6 sprlnklel
with the water stream. Unlike most othor sprinkler designs,
the alloy is not exposed to atmospheric conditions which
could possibly affoct its proper operation and it.is lees
suso8ptiblo to mechanical lnjury since there are no pro-
truding links or leVers.
J
Nominal Thread Slze
Oriflce Size N.P.T.
Technicol Doilo
Available Color"K" Ternp€ratur€ PaintedOn FinishesFactor Ratings Frame Arms Available
|6" (15mml 5.6 loSo (57.?Cl
16ry(740c1
21?(1oecl
2&P (1410C1
Factory Bronze
Polished Chrome
Satin Chrome
* Lead
"Whhe Enamel
%"
or
1"
Black
None
White
Blue
'Leed Coetings available for 1@ and 21? sprinklers only.
'*White Enamel finish not U.L, Llst6d.\\:\Nir\\\'\\.--.-.--.------.
TM
I
Cross
Section
lmpolhntNotec: 1.
lr---1-T
rml
1.
2.
3.
nra IrqrEq
iul lorloq
I__-___1 l
lrtt'L
-l
lys" lL
ORDERING INFORMATION
Ouantity
Model Number
Orifice eize
Temperature Rating
Finish
Quantity- %" Standard Offset Wrenches
"A" dlmension ia distance from face of
too to flnlshed wall.
Minimum "A" dimension ie 2'1".
U.L. Approved length limitatlon is36".
Specify: 1.
2.
3.
4.
5.
6.
Always install dry horizontal sprin-
klers in 8 toe outl€t NEVER in an
elbow
Install by applying piPe wrench to
lc" or 1" brass connector.
Prlntrd In lJ.s.A,
Notss:
o
@norrEn VSR.F
VANE ryPE WATERFLOW
ALARM SWITCH WITH RETARD
Potter Electrlc Signal Gompany
2081 Graig Road. P.O. Box 2B4gO
St.Louls, MO 63146-4161
(314) 8784321 e (800) 325-3936
Potter Electric Slgnal & Mfg. LTD
1967 Leslie Street
Don Mills, Ontarlo, Canada M3B2M3
(416) 441-1833
u.s. PAT. NO.3921989
CANADIAN PAT, NO. 1009680
OTHERS PATENTS PENDING
POTTER ELECTRIC, Rd.. 1990
UL, ULC and CSFM Llstod, FM and LPC Approvod, NYMEA Acclpted
Serylce Presrure: Uo to 450 PSI
lllnlmum Flow Rate for Alrrm: 10 GPM
Mexlmum Surg€: l8 FPS
Cont.ct Rltlngr: Two sets of SPDT (Form C)
15.0 Amos at 125/250VAC
2.0 AmDs at 0-30VDC R€sisliv€
Condult Entrence3: Two knockouts Dro\rided for 1/2" conduit
Envlronmcnlal Sp€clf lcatlons:. Sultabl€ for indoor or ouldoor us9 wlth factory installod gasket end
die{ast housing.. NEMA4 Ratsd Enclosura . use with appropriat€ conduit litting. Temperatur€ Range: 4C'F/120'F, 4,5"C/49'CI Non-corroslve sle6v€ fectory installed In saddlo
Cautlon: Thls device is not int6nded forapplications In explosive
environments
Slzes Avallable: Pipe schedules 10 thru 40, sizes 2" thru 8"
BS 1387 pipe 50mmlhru200mm
Servlco Ura:
Automatic Sprinkler
On€ or two family dw6lling
R€Bid€ntial occupancy up tofouratorleB
National Fke Alarm Code
Optlonal: Cover Tamper Switch Kit, Stk. No.0090018
NFPA.I3
NFPA-13D
NFPA.ISB
NFPA-72
a
GEI{ERAL INFORMATION
The Model VSB-F ls a vano type waterllow switch tor use on w€t
sprJnkler systems. lt is UL Listed and FM approv€d for us6 on stael
plp€; schedules 10 through 40, sizes 2', thru 8".
LPC approved sizss are 2" thru B' (somm thru 2OOmm).
The unit may also be used as a seclional waterflow detector on large
syslems.
Th6 unlt contains two single pole, double throw, snap action switcheg
and an adlustable, instantly recycling pneumatic reterd. Th€ switchos
aro acluated when a llow ol 10 gallons per minute or morc occurs
dorynstrsam of th€ dsvice. The flow condition must exist for a p€riod
of llme necGsary to overcome the selecled retard Dedod.
ENGLOSURE: The unit is enclossd in a general purpose, dle-cast
housing. The cover is held in plac€ with two lamper r€sislanl screws
which r€quire a special key for r€moval. A field installable cover
tamperswitcfi is available as an oplion which may be us€d lo indicats
unaulhoriz€d removal of the cover. See bulletin no. S40O77S tor in-
slallation instructions of this switch.
INSTALLATION: See Fig.2
These devices may b€ mounted on horizonlal or verlical pipe. On
horizontal plp€ they should bs installed on lhe top side of lh€ plpe
where they will be accessible. The units should not be install€d within
6' of a fltting which changes the dir€clion of lh€ watertloh, or within
24' of a valve or drain.
Drain th€ syst€m and drill a hole in the pipe using a circular saw in a
slow speed drill. The 2" and 2 1/2" devices require a hole wlth a dlam-
Eler ot 1 1/4' + 1/8' - 1/16". All other sizes reouire a hol€ wilh a
diameter of 2" I 1/9".
Clean lhs inside pipe of all growth or olher material lor a distance
equal to thE pipe diameter on either side ot the hole.
Roll lhe vane so that it may be inserted into the hole; do not bend or
creasg it. Insert lho vane so that the arrow on thE saddle ooints in the
direclion of lhe walerflow. Install the saddls shap and tighten nuts
allemalely to an ev€nlual 50 ft-lbs. of lorque (see Fig. 2). The vane
must nol rub the Inside of the pipe or bind in any way.
MKT, f880000r . REv K
MFG. f5400761 - 3/95
PRINTED IN USA PAGE I OF 2
@.poTTEt(
VSR.F
VANE TYPE WATERFLOW
SWITCH WITH RETARD .)
FIG. 1
3lllcH TEFt'lt{AL ccxtNEcno S
CI.^TPI{O PLATE TERI/| AI
""f
FIG.2
RETARO AO.IUSruENT:
TO CHANGE rU€ n RN XNOB (EIn€R DTRECnON)
FOR DESIRED IIME DELAY. USE THE MNIUUM
AMOUNT OF RETARD NECESSARY TO PREVENT
FASE ALARMS. A .tr SMINC IS USIJAI.IY
AoEouArE FoR mrs. FAcroFy rs sE ro't.
00 NoT tE tfE corEn off FoR
OCENO€D P€RK'O OF TITIE
NGHIEN NUTS
ALIERMIELY TO AI{
EVENruAL sOF'.-|.aS
OF TOR(UE
rf! ftzF!
CAUTION
AN UNINSULATED SECTION OF
A SINGLE CONOUCTOR IS NOT
PERMITTED TO BE LOOPED
AROUND THE TERMINAL AND
SERVE AS TWO SEPARATE
CONNECTIONS. THE WIRE
MUST BE SEVERED TO SERVE
AS TWO SEPARATE CONNEC.
TIONS, THEREBY PROVIDING
SUPERVIS|oNOFTHECONNEC.
TIONS IN THE EVENT THAT THE
WIRE BECOMES DISLOOGED
FROM UNDEF THE TERMINAL.
IIOUNT ON PIPE SO
ARROW ON SADDLE
POINTS IN URECNOIof w rERFtov
ROTI PADOTE IN
OPPOS1TE OIRECTION
OF IVAIERFLOW
TO INSTALL, ]i LL A HOLE AS INDONTED:
PIPE SJZE HOLE SIZE
t/{ + | /a-1/1t
J" To 1c"t *. l/t
ORECTON
DWG.
'76r-50
^PPROX.
RET RD SErnN06 0N SECS.)
o
o 10-25
I
20-ao
c
t5-55
0
50-70
z
!o-c0
FIG.3 TYPICAL ELECTRICAL CONNECTIONS
I.OCA! BEL! IRAI{SIORMER
OR BATTERT POWEREO
smE B (cuss ?uTffi-uflE REsrstoR c|n
AL
RgtSloR
t{OlE: Fm SUPElvlS€D dRCUITS
sEE 'SATCH IER|a$UL CO mCtU{Si
0R wtNG AND Crunori }|olE (FtG. t).
TYPEAT $ TCH ACNOI
optt ott \L/ clost or
ATARM J . AIRM
TO AIIDT
DEVICES
OR REIURT{
TO COI{IROL
61i-o-[iGu7 crose o.r
,.\ J'1 *
-----\-/-
SIGMI-ING DEVICE
Dwo. 176r -r 3
NOTES:
1. The Model VSR-F has two switches, one can be us€d to operalE a central station, proprielary or remote signaling unit, while the
oth€r contact is used to op€rat€ e local audible or visual annunclator.
2. A condition of LPC Approval ol this product is that the €l€cldcal entry must be sealed to Excluds moisture.
TESNNG
The frequency ol inspection and testing for the model VSR-F and its associaled potectiro mmilorhg system should be in accordance with
applitxble NFPA Godes and Slandards ancVor the authority having lurMbtion (manuhcturer recommsrds quarlerly or more fiequenlly).
ll prwiJed, the'lnsp€ctors T€st'\rah,€, that is usually located at fp end of Fre most remole branch line, should always be used to test purpooas.
lf there are no provisinns for testing he operatlon of f|€ ffow detection devic€ on the systern, applicatlon of the VSR-F is not recommended or
advisable.
A minimum llow ol 10 gpm is required to adilate tris device.
MPOFIANT I.|OTICE: Please advlse the p€rpn r€spot'rsible for testhg of tre Fhe Proteclion Syst€rn that hb syslem must be legted h
accordancs with lh€ 'Testing" Inslruc-tions.
. *88qrc01 . REV K
suP€R\rs€D LooP (sEE [otE)
MFG. 15400761 . S/95
PAGE 2 OF 2
SUBMITTAL
Victaulic@
Fire
Protection
Valves
*.
MATERIAL SPECIFICATIONS
Body: Ductile lron to ASTM A-536, painted
Ball: Type 316 stainless steel
Stem: Slainl€ss steel
Seat OFE) tetratluoroethylen€
Stem Nutg/Warh.E: St6el, zinc platod
Brack€l: Carbon Sleel, painted
Aclualor Nut: Bronze
Actuator Houslng: Cold rolled sleel,
painted
Actuator A1m: Ductile lron to ASTM A-536,
zinc plated to ASIM 8-633, Black Chromate
Sirdlches: Standard-Unsup€rvbed (UNS)
tr Optional: Doublo polo double lhrow
supervlsory swltch (SOD) raled
10A125/150VAC; 0.25A250/DC;
0.50A'l25VDC
Swltch Houdng: Carbon St€el, paintod
MATERIAL SPECI FICATIONS
Body: Ductile lron to ASTM-536, coat€d
with Polyphenylene Sulfide Blend
Dlec: Ductile lron to ASTM A-536.
EPDM Coallng
Stem Bearlng Nuta: Bronze
Brackels: Carbon Steel, painled
Actuator Nut: Bronze
Actuator lcad Screw: Steel
Aciuator Houslng: Cold rolled steel,
painted. 8-inch only Ductile iron to
ASrM A-s36
Acluator Arm: Duclile lron to ASTM
A-538 Zinc plated to ASTM 8-633,
Black Chromate. Slnch only ste6l,
painted
Swltches: Slandard-Unsupervised(uNs) (Il Optional: Double pole double throw
supervisory switch (SOD) rated
10A125/150VAC; 0.25A250VDC;
0504125VDC
Swltch Houslng: Carbon Steel, painled
Th|spmdUctsha||bemanUlactUredbyVictau|iccompanyo|America'o]thejob|istedbe|ow.A||productstobe|nsta||edinaccordancg
inslruclions. Victaulic les6nms tho ilht to changc poducl spocllicatiorc, desilns and standard oqulpmont witi0xt notice and tvitlpul incurring oblioatlons.
VlCtArtlC OOTPANY OF AiIERICA . P.O. Box 31
@ Copyrlght 1989, Vlclaullc Crmparry of Amerlca.
. Eaaton, PA 18044-0031
Prlnlsd ln U.S.A.
. 215/252-6400 . FAX 215/250-E817 5MH 12/89 VS-PVF
o R€glstersd llademark ol Vlctaullc Compsrry ol Amorlca
ctaulic.
O S"ri"-i"" 727 FlreBall'" Valve
UL/FM Grooved End Ball Valve
PRODUCT DESCRIPTON
The Series 7t7 FireBall valve is a slan-
dard porl, end€ntry valve UUFM rated for
300 psi service in all sizes. Valve body and
€nd.cap ar€ paint€d ductile iron. The ball
i3 polishod 316 slainl€ss stesl rivith a
stalnlogs Bt6sl stem. TFE seats aid in oasy
op€rdlon and provlde a corroslon free seat.
Str€amlined design prwides excellent ftow
characloristics. Series 727 FireBall valves
fior performance exce€ds UL Specificetion
1091 and FM Approval Standard 1112.
Supervisory switch options include Un-.
supervised (UNS) and Supervised Open
Double pole/doubl€ throw (SOD). Swltch
monitoring closed position is an available
option. Contact Victaulic for details.
Series 708 UL Listed/FM Approved
Grooved End Butterfly Valv-e
PRODUCT DESCRIPTION
The So.ies 708 UUFM butterfly valro has
a ductile iron body and disc with EPDM
disc coating. The body is coated with h€at
fused polyphenylene sulllde bl6nd to m€st
U.L. and FM requirements. For fir€ prot€c-
tion services Series 708 is list€d and ap-
proved for 175 psi service. Flow psrfor-
mance exceeds U.L. Butterfly Valve
Specification 1091 and FM Approval Stan-
dard 1112.
Supervisory swilch options include Un-
sup€rvised (UNS) and Supervised Op€n
Double pole/double throw (SOD). Switch
moniloring closed position is an avallable
optlon. Contact Victaulic for details.
'o
Series 727 FireBall'" Vf
DIMENSIONS/WEIGHTS
Series 708 UL/FM
'',.',,|
!
t
Butterfly Valve
DIMENSIONS/WEIGHTS
llom.
She
Incir|
nm
Pl0r
0.0.
lncirl
nm
mar. Wl.
Prrt3ut€
PSI
fPr
Dlmondonr-lnchcclnnnmrn
Apgu.
Wl.E.
U|'
b
EbE
A
Hoi0hl
B c t f G ll J t(L 0
2
50
2.515
60
300NN
5.50
r10
6.00
1n
1.56
10
2n4
52
3.13
80
3.24
82
4.n
t1'l
050
165
0g/
25
2.47fil
4.m
192
950
13
Th
65
28t5
73
gl0
?sIO
6.30
160
761
1S3
2.q)
5l
2.41
61
4.00
1U2
331
92
4.X7
111
050
165
0.9
25
2nn 4.00
102
't3.75
&2
3
80
3.500
89
300
2ot0
6,61
168
8.00
203
2.19
to
260
66
438
111
c80gl 4.97
1t1
6.50
166
oc/
25
304tl 4.00
tm
t&50
E.4
Flow p€rtomancr fot Sories 727 FlroBall valve 6xcaed3 UL sp€clllcatlon logt and FM app.orrod standard 1112.
llomln!l
$lrr
ln,ftnrn
Dlmsmlonr-lnchrcrnllllmrbr Applu.
U!t. Er.
r.hrr.Elo€
A
Hsl.
B G t E F G H J r L o
4't00 4.flt
tlE
10.79
n4
2.48
63
5.m
't29
0.gr
2
5.98
152
029
rm
4.Clfll 7Sl
1gl
09/6 2.N
71
1.00
1(P
110
d'l
5
125
5.88
t19
il30
300
2Sl 5.61
142
043
1l
5.98
152
081
177
4.gllll 7.9Itl fir
25
3.n
1q,
4.m
l@.
183
8,2
6
150
5.88
119
12X2
326
3.54
90
6.m
151
1.00
25
7.47
190
7.26
r84
4.57
111
8.12
206
0glu 396
101
4.00
r02
23p
1q1
I
200
5.33
135
1632
1n
4.75
121
7.94
2t2
1.28gl 1020
259
c07
230
6.62
r68
f.n
298
1.95
50
2.66
68
d00
r52
48.0
2'18
Note: Flow p€rbrmenc€ lor Serl€s 7()g Buttarlly Valve e(cee& UL Eutts.fly Valw Sp€clllcstlon 1ml and FM Approral Slandatd 1112.
i; The first Sch. 10 and
Sch.40 sprinkler pipe
to be fully UL Listed
i$i't"
tlf'o'ls'
o
Sch. 10andSch.40
Fully tll, list€d and FM approved sprinlder pipt
ffi
Appto\,td
@
Llstld
Americsn Tube & Pipe is the firet
manufacturer to offer UL lieted, fM
approved Sch,l0 and Sch. 4'0 eprinkler
pipe. Although these productr do not
require separate approvals, American
Tube & Pipe givea you the extra quality
assurance you demand. Our Sch.l0
(l%"-4") pipe and Sch, 4O (I"-2") pipe
have paesed the same thorough lab test-
ing ae our other lirted pipe producte,
and receive periofic mill inspectione
from both IJL and FM agentE to enoure
consistent quality.
Meetr *Buy American" requirementc
and is available through distributors
nationwide,
irnerican Tube & Pipe'e Sch. l0 and
Sch, ,10 pipe are in compliance with
the following:
.[srlvlAl35 ASTIIIA795
l\trPA 13
Both pipe products also meet the strin-
gent rcquir€ncntc for the following reeu:
a Welded Outlete
a Hydrosratic Preesure
o Sidewall Ruphrre
a Vibration Teet
Our exclusive "Diamond Coat" U.V.
cured acrylic linieh offers a clean,
durable eurface that outlaste typical
lacquere. It is alto painr-ready for cus-
tom color applicatione without epecial
preparation .
American Tube & Pipe producte can
be "hot-dip" galvanized to meet
FM requiremente for dry systems in
accordance with the zinc coating
specilicatione of ASTM A795 or A53.
ty..'
Vr"
2"
2 tA'
3',
4"
,.6u
*8"
1.660
1.900
2.375
2.875
3.500
4.500
6.625
8.625
42.2
48.3
60.3
73.0
88.9
I14.3
168.3
2t9.r
LMz 36.6
1.682 42.7
2.ts7 54.8
2.635 66.9
3.260 82.8
4.260 108.2
6.357 161.5
8.249 209.5
.109
.109
.l$
,120
.120
.120
.134
.188
2.77 l.8l
2.77 2.08
.u
.95
1.20
l,6t
1.97
6l
6l
37
l9
l9
l9
l0
7
2.77
3.05
3.05
3.05
3.40
4.80
l"
lnu
lVl"
1.315
1.660
1.900
33.4
42.2
48.3
1.049
1.380
1.610
26.6
35.1
40.9
.133
.140
. t45
3.38
3.56
3.68
r.68
,t7
2.72
.76
1.03
1.24
6l
37
37
tTlr6 6' rnd A Sc|1ed1rb l0 ripe ollccd bv Arncricaa TuLc & Pipc ir rold ulder licenrc from anothcr domcstic mant{rclu.tt ard mcct! ASTM Al35 ead NFPA 13.
2525 N.27th Ave. 101 E, Broadway
Phoenix.Az85009 Kokomo. lN 4@O1
Custorner Seruice
1€0G877-8823
1-W-272-ffi
FAX 602-2691324
6.95 5,000 ctrf^l{Y rflonrormD
lllBlr'
Black Lighh,va[ Threadable Pipe
The original "black" lghtrull dueadable pipe with exceptional hythaulics and economy
A,rrrerican Tbb€ & Pipe Company
took a popular idea nnd rrrnde
it betten Unlike other lightwall
threadable pipee, BLT is black,
making it a perfect malch wilh nroet
other eprinkler pipes. Anrl rhe
black coating is eafer to weld on dran
zinc coated pipes. BI.JT'e proven
hydraulic advantoge and llglrter
weiglrr adds value to any syslem.
BUI'pipe is a lrlack, exceptionallv strong
steel sprinkler pipe of tlre class generally
known as "liglrtwall tlrreadable p\re3' Its
wall thickness is less than that of Sch-41.)
or Sch-I0 but the cold fornring Jrrocese
undergone in rnanufactrrring gives IILT
pipc mechanical strength characteristics
erluivalent to thoee required for Sch-,10.
It is designed for branchline use in wet,
dry, prcaction and deluge systcnrs. lll,I
can be joinerl with threaded couplilgs
(when in accordance with Al\lSl Bf.20.l),
rollcd groove or plain-emled couplings, or
welded joints. Ul,.has aasigre<l BLT piyre
Corroeion Resistance Ratios, (CRR) lese
dran those of threadr:d Sch-,lo or l)yna-
Thread'(see chart), 'fhe actual lifespan of
the joint is depenrlent rrpon many variables,
but may be affccted by watcr rpality or
atmospheric conditions while in service.
BLT pipe is nranufactured to meet ASTM
A135, Grade A for fire sprirkler applit'a-
tionE up to 300 psi working preEEure.
It is UL listed for wet, <lry, preaction and
deluge systerns, and FM apJrrovr:d for wet
sprinkler systenrs. BLT fu ULC listed for
wct systcn$ wlrerr threadr:d, and dry
and preaction systcrns rhen untlrreatlerl.
All threarled and welded fittings are
tpproverl in accordance with NI'I'A |3.
FM rerluires I2'rnaxinrurn hlngcr spa"ing
firr BLT. C-Factors for Ill,T are 120 lor
wet E)stems, snd C=100 for dry systenrs.
Refel to llazen-Williams charts fbr
accurate fl ow cornparisons.
@ffi@
Approt/ed
IILT piyre offers the rnaximunr hydraulic
advantage of any available threarlrtbkr
sprirrklel pipe. Its inside rliamctel is up to
\Vo lwger than Sch-40 anrl identical to
that of other lightwall threatlables. The
use of BLT, in conjunction with Dyna-
l'lowo pipe, can dramatically irnprove the
fl,rw <,haracterisl ir"c, thcreby increasing
thc potential for "tlownsizingo' system
comp0lt.:nts.
llLT pipc is coated widr orrr Diamond
Coat'* 6nish, an advanced modi[ied acrylic
that outlasts llpical laeqrrers. Althoqgh dre
black exterior enhance^s a more unilorm
lrxrk l'ith exieting piJrc systems, dre clean
srrrfaec quality of BLT is re.adily paintable.
fhe lightr:r weight of BLT is l distinct
a<lvarrtage for retro-{it installations and
can slso reduce labor costs,
Bl,Tir. Fgi.t.rcd trEd..turkof lne.ic.n TulF & PiIF
ComDme. ln.. All inf,,matior h*rin hrccurrte $ftno*rat
rim of prblc.tion ind aF.ubjd ro.l8trS€ $irhou @rir.
IT.ISIDNDIAI}IMER IJTTHREADBD CRn*,.'
BLT
SCH.
40
t"l. 104 1.049 .35 1.00 1.00 l. t9 9l
r u4'r.452 l.380 .17 L00 l 00 1.53 6l
I ll2'1.687 1.6r0 .lB t.00 1.00 1.8?6l
2-2.t54 2.067 .21 1.00 1.00 2.48 37
* (ialr:ulaterl rrcing Standarrl fll CRlt forrmrla, IJL [ire Protection Directory, Category VIZY,
2525 N. 27th Ave. 101 E. Broadway
Phoenix, AZ 85009 Kokomo, lN 46901
Cuslomer Service
1-80G877-8823
1&2-272-6ffi6
FAX 602-269-1324
s,mo 6/95
Dyno-Flnd
High Strength Steel Pipe
The original high-strength lightwall sprinkler pipe with hl,draulics superior to Sch-10.
A.rnerican Tube & Pipe Corrrpany'e
l)yna-Flowo is the "original" high-
etreuglh lightwall sprinkler ;ripe. ln
addirion to havirrg outstarrdirrg
hyrlraulics, Dyna-Flow pipe is er"o-
nomical and easy to errl, fabricate
and inetall. Avnilahle tlrrough dis-
tributors nntionwirlc,, D.vrrn-Flow ia
recogrrizcd as lhe rnogt popular
alternate to couvenliorral Sch-lO
pipe, Arnerican-nrude qualily and
high perforrlramce enginecrirrg
nrake l)yna-Flow a valuable addition
to any lire protection ryElerrr.
With an inside diameter of up to I l7o
larger than Sch-40 and rrp to 77o lalger'
than Sch-10, Dyna-Irlow pipe's hyrlraulics
are exceptional. Larger I.D.s enable
I)yna-Flow, unrl tlrr: rclatr:rl cornlxrnenl.sl
lo be rlown-sized rvithirr the systcrn, thug
increasing the potr:ntial for job cost
savings. The chart above conrparcs the
I.ll.s of Dvna-Flow with other pipc
schedules. For complete Hazcn-Willianrs
charts, refer to "Dyna-Flow Ilydraulic
Data Tables. "
Dyna-Flow pipe combines rhe efficiency
of advanced hydrarrlic perforrnance with
the value of long-term tlurability. Life
expectancy, defined by Underwriters
Laboratories as a Corrosion Resistance
Ratio (CRll), is relative to the strength
of the t'eakeet point of the pi;re,
typically at the joint. All threadcd
Sch-40 p\re joints have CltR of l 00. All
sizes (1" - 4") of Dyna-Flow have CRR
values of 1.00 or greatcr', thcrefore
offering gleuter lifc expectancy.
(See chart above).
f)tna-l-lorv pipc is manufar:lrrlerl lo
nrt:ct: A S'l'l\l .4 ?95 Type E, GrarLr A arr<l
is in r:onrpliurrr:,. rvith NFPA-13 nnd
Nl-t'.,|-t4,. All sizr:s of Dyla-florv are
mtcd at lJ(X) psi working yrressure.
6" Dyna-l'low is ratcd at 175 psi b1 IM.
Dyna-Flow is UL Listed, FM Approved
and ULC Listcd.
@ffi@
Approvad
Dyla-Fftrw is Ul, / ULC Listed lor usc
with roll groovrrl, plain-ended
txrrrplings, and welded joirrts for rvet,
dry prenction and deluge syetrlnrs,
It is l"lll Approved for roll groovetl,
plairr-enclcd, and rvelded joints lbr
wet syslems. Ilefer to appropriate
docurnenlalion for up-to-date listing
nnd upltroval infirnnation. Dyna-Flow
ran lrr: "lrot-tlip" galvanized to ntcet
FIll's rerluirtrments for dry systerns.
I Lightweight and easy to install,
resulting in nrore efficient use of
yonr freight ancl lnbor dollars.
I Provides stability neerled to comply
with standard hanger spacing (15 ft.
O.C.) per NFPA.
I Available in etandard lengths for
your convenience, or can be ordered
in custom lengths rrporr approval.
! Fast cutting and welding, as well as
eaey roll grooving and end
preparation.
I Available in factory roll grooved
form for quicker shop turnaround.
I Clean, durable nrill coating provides
longer "shelf life" and acts as an
excellent primer for custom paint
applicatione.
Dtnrjflox ii. i.Eiitmcd r.n'|.'n{.k oflincri.{n n'l)r & Pit}.
All intd.mrti,Jn ronrrinr,l her+in i6..(trrit. sr knoqn at lin.
ol puliicetion. Ancrirrn 'lnlr & Pitr rererver the risht to
.h.rt. t'rodtrrl rpdili.ttion. eithout notic..nd *ilfioul
irdrring obliEotiotrs,
INSIDE DIAMETER UL C.R.R.' DYNA-FLOW
NPS
DYNA- SCH.o.D. FLOW l0
SCH. DYNA. SCH. PCS/40 FLOV 40 WT/T'T LIFT
I .315 l. 197 N/A 1.049 2.41 r.00 .791 9l
l- l/4"1.660 1.542 1.M2 1.380 1.5)r.00 1.008 6l
t-Uz',1.900 1.i52 t.682 1.610 2.44 1.00 1.404 6l
2.3i5 2.227 2.ls7 2.0(t7 t.97 1.00 t.769 37
2-lt2'2.875 2.73r 2.6its 2.469 1.04 1.00 2.357 l9
.f 3.500 3,340 3.260 3.0(;8 t.29 1.00 3.268 l9
4.500 4.328 4.260 4.tJ26 1.00 1.00 4.327 l9
(rn (t.(>25 6.403 6.3';i 6.065 .73 I.00 7.714 l0
+Calculatrrl rsing Stnndard UL Cltlt for rnull, [,Llire l'r{r1.,(.ti(nr &tripnrent Direr'lory, Category VIZY.
2525 N. 27th Ave. 101 E. Bloadway
Phoenix, AZ 85009 Kokomo, lN 46901
Customer Service
1-800-877-8823
1-602-272.6606
FAX 602-269-1324 rltEnnil ruEE I P|PE'
coirP W ficoRPonafto5,000 6i95
:L
FIRE PROTECTION SYSTts
UL LISTED/FM APPROVED PRODUCTS SUBMITTAL
Submiltal ls. mad€ for approval ol lhe lollowing Viclaulic. piplng products
indicate, wilhln the UL Lisled/FM Approved ritings in thii pubii6atlon.
COUPLINGS AND FITTINGS FOR GROOVED STEEL PIPE
!:nT,l,ts Serles
708"W
PRODUCTS FOR
HOLE CUT PIPE
"f[i,ili#"s,
2
,lr
\-
PFODUCTS FOR
UNDERGROUND AWWA
DUCTILE PIPE
O Copp€r Ptoducts
d%
Thls produot lhatl bs manulactutod bv vlclaullc company ol Am€,lca. All producl! to b€ Inst.ll€d h accordanco with curaont Vlctaullo Inslallauory'r[ombly lmtructlmr.vbleutlo ,e...v.. thc dint o ctrango prboutt rp"orno"ironJ,i"dgniino rranorii {dpmen-r *ritr"ui norii"-lno t",rnoo hcur.tnc obug.uon,
VICTAULIC COMPANY OF AMERTCA . p.O. Box Al . Eaglon, pA 18044-0031
l,lB-801 qXtS 15 MC I t/93 O CopydgN r9Sg, Vtctaufl,: Company ot Am.dcc Frtntcd t|l u.S.A.
r 610/559-3300 r FAXr 61U250-8817
C R6gllt rod Trademrll ol Vtchiilc Comproy ol Amorlcr
Q Blgld Goupllng
Zelo-Flox.
Style 07
?
O Hlgh
Pra!aure
Coupllng
Slyle HP-70
rt
V:F*H"H|^;r"
Q Florlbl.
Coupllng
Styld 77
Q Boltla!t
Coupllng
Vlc-Boltl..r.
Styl.70l
O Rlscr Chsak
Vtlvo FhsLockrr*'"j{ftJ$
PRODUCTS FOR
PLAIN END STEEL PIPE
FIT' PBODUCTS FOR
SMALL DIAMETER PLAIN
END STEEL PIPE
Schsdule 10 & 40
O Bsll V.lve
(Thrsadod)
8€ri€s 722
SYSTEM
SUBMITTAL
th.
,ol
UL
Ey.]!m
-
Aulomrllc Sprlnk|.|. $/et_ Aulomstlc SprL*lot . Dry
-
slandplpe - Wot
-
Slandpho - Dry
-
Undsrgrouod WNte. Supply
_ Sp€claltlazardr
-
Low P.a!.ur. CO2
-
H.bo lSol
THE COPPEN
coNNECftoN...
PRODUCTS FOR COPPER
TUBING
Q Fl6rlbls
Coupllng
Style 75
O Blgld Coupllng
Flrelockrr
Slyl€ 005
GROOVED END VALVES
ACCESSORTES
O Flre Pump
Tral M.lst
Slylo 735
'tti!*:'*Tv Cl6nap-LeltM
Oull€l
Styl6 925
"lflrff614r
GgT
Q Plaln End
coupllng
EouBl-A-Boul.
Slyls 99
O Plaln End
Coupllng
Plalnlock'
Style 9tl
O Plaln End
Flltlngr
PRESSFITO PRODUCTS
FOR SMALL DIAMETER
PLAIN END STEEL PIPE
Schedule 5
Q Tran8lllon '
Coupllng
AWWA Duclllg
lo Stoal Styl€ 3O7
"hl$ffi*"'.et p3
,f
i
t
ENGINEER
)
I
a
o
)
o
?
a
)i
a
I
GEOLOGIC Al{D
PRELIIIIilARY GEOTECHNICAL INVESTIGATION
AFFORDABI.E HOUSING SITE AT THE TOWI{ OF VAIL
ilA|r{TEN,\NCE FAC|LITY (BUS BARN)
vAlL, coLoRADO
Prepared For:
Town of Vall
Department ol Community Development
75 South Frontage Road
Vail, CO 81657
Attentlon: Mr. Andrew Knudtsen, AIGP
Senior Houslng Policy Planner
Job No. GS-1924
August 12, 1996 /n,/t-,y' bou/zu1
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DRTVE r GLENWOOD SPR|NGS, COLORADO 8',l60l I (97O) 945-2809
I
]
O
D
o
a
o
a
o
a
a
TAB1E OF COI{TEIIIT
SCOPE
SUMMARY OF CONCLUSIONS
SITE CONDITIONS
PROPOSED DEVELOPMENT
GEOLOGIC SETTING
GEOLOGIC HAZARDS
Potential Debrls Flow Hazards
Potentially Unstable Slopes
SUBSURFACE CONDITIONS
BUILDING CONSIDERATIONS
Slte Excavations
Foundations
Interior Floors and Exterior Slabs-On-Grade
Below Grade Walls
Earth Retalnlng Structures
Surlace Dralnage
LIMITATIONS
FIGURE 1 . LOCATIONS OF EXPLORATORY BORINGS
FIGURE 2. SUMMARY LOGS OF DGLORATORY BORINGS
FIGURE 3 - INTERPRETED GEOLOGIC UNITS MAP
FIGURE 4. POTENTIAL GEOLOGIC HAZARDS MAP
FIGURES 5 AND 6 . GRADATION TEST RESULTS
FIGURE 7. WPICAL NORTH.SOUTH CROSS SECTION THROUGH SITE
1
1
2
3
3
4
4
4
5
5
5
7
7
7
8
10
10
TOW'{ OF VA|L
CTL/T G9r924
t
D
o
a
o
I
a
a
O
a
a
SCOPE
This report presents the results of our Geologic and Preliminary Geotechnical
Investigation for the Affordable Housing site at the Town of Vail Maintenance Facility
(Bus Barn) in Vail, Colorado. Development plans had not been decided on at this
writing. We were told that employee housing was being considered for the site. The
purpose of our investigation was to identify geologic conditions, determine their
potentlal influence on the planned development and establish preliminary foundation
recommendations and other preliminary geotechnical criteria for planning purposes.
Our report lncludes descrlptions ol the subsoil and groundwater conditions found
in our exploratory borings and discussion of site development as influenced by
geologic and geotechnical conslderations. Thls investigation was performed in
accordance with our Proposal GS-96-171, dated July 16, 1996.
Our report is based on a review of available geologic maps and published
literature, conditions disclosed by our exploratory borings, site observations, results
of laboratory tests, engineering analysls of field and laboratory data and our
experience. The criteria presented in our report are intended for planning purposes
only. Addltlonal site speciflc investigations are needed to develop design level
foundation recommendations and building criteria. A summary of our concluslons
is presented below,t
SUMIIARY OF CONCLUSIONS
We found no geologic or geotechnical conditions that would preclude ,/
the development of the property for the planned aflordable housing
and associated inf rastructure.
Subsurface conditions found in our exploratory borings were
predominantly a thin veneer ol organic surface soils underlain by
clayey to silty sands with gravels, cobbles and boulders. Some areas
were covered by a thin layer of man-made fill from previous grading
operations. No free groundwater was tound in our exploratory borings
the day of drilling.
1.
TOWN OF VAIL
cTL/r G$l924
I
t
o
a
a
a
t
a
o
.,
The sands are medium dense to very dense and were judged to o
possess a low compression potential when wetted and/or additional
load is applled.
Preliminary information indicates footings will be the predominant
recommended foundatlon system for buildings at this site. Detailed
Soils and Foundation lnvestlgations need to be perlormed for each
building to develop the appropriate design criterla.
Prelimlnary data indicates slabs supported on the sands will perform -
well if bearing soils are not wetted.
Control of surlace drainage is lmportant to the performance of
foundations and slabs-on-grade. Surface drainage should be
designed to provide rapid removal of surface runoff away from
structures.
SITE CONDITIONS
The site is located north of l-70 in Vail, Colorado. Gore Creek is beyond l-70
to the south. The existlng Town ol Vail Maintenance Facility (Bus Barn) is below the
site to the southwest. An exlsting public works buildlng is below the west part of '
the site to the south. Access is via the l-70 frontage road along the south side of
the site.
The site can be visualized as a benched area that slopes down to the south
at grades measured and visually estimated at 15 to 20 percent. Ground surfaces.
above the bench slope up to the north at steep grades in excess of 50 percent.
Ground surlaces below the bench slope down to the south approximately 20 vertical
feet to the frontage road at grades measured and visually estimated at 2 to 1'
(horizontal to vertical). A drainage swale approximately 6 feet wide and 2 to 3 feet
deep trends down to the southeast along the north side of the bench. A larger, man.
made drainage channel approximately 8 to 10 feet wide and 6 to 10 feet deep, drains
down to the east and south along the west side of the site. Remnants of a building
foundation are on the south central part otthe site. Vegetation consists ol grasses
and weeds with some sage brush. Aspen trees are on the steep slopes above the
site to the north.
4.
5.
TOWN OF VAIL
CTUT GS-1924a
)
t
a
a
a
I
O
a
a
.,
PROPOSED DB'ELOPIIENT
Development plans had not been decided on at thls writing. We anticlpate
several multl-family buildings will be built. We were told that prelimlnary
development concepts were for 12 to 35 units in several multl-family buildings. An
alternative concept is modular units set on permanent foundations. The buildings
will llkely be one or two stories tall with walkout basement lower levels. Lower level
floors will likely be slabs-on-grade. The buildings will likely be wood frame. We
antlclpate foundation loads will be light and may vary from 1,000 to 3,500 pounds
per llneal foot of foundatlon wall. Interior column loads may be 15 to 40 kips.
Buildlngs will be stepped into the naturally occurring slopes to minimlze the
amount of earthwork needed lo construct foundatlons and lower levels. The
allgnment ol the road to provide access to the bulldlngs will cross steep slopes and
wlll llkely require a retalnlng wall or other stabillzatlon technique for lhe excavated
slopes necessary to achieve subgrade elevations.
GEOLOGIC SETTII{G
The site is located in an area of lolded and faulted Paleozoic aged
sedlmenlary strata between the Gore Range to the northeast and the Sawatch Range
to the southwest. A lault which trends north-south ls to the east of the site.
Reglonal geologic mapping lndicates the site is underlain by bedrock of the.
Pennsylvanian aged Mlnturn Formation. Bedrock orientation strikes generally east-
west parallel to the trend of the Gore Creek Valley and dips to the north. Surface'
deposits at the site consist of Quaternary aged glaclal drift and alluvlal fan deposlts.'
The entire site is underlain by glacial drift with allwial fan deposits overlying the
gf aciaf drift in the west approximate ly t lZ ot the site. The glacial drlft ls made of I f I fi t
clayey to sllty sands and gravels with cobbles and boulders. The alluvial t"" lll't/l,l
deposits are similar to the glacial drift but tend fo be finer grained and more I
stratified. Interpreted Geologic units are shown on Figure 3.
TOWN OF VAIL
CTUT G$I924a
I
I
o
a
a
t
I
a
a
a
GEOLOGIC }IAZARTIS
We did not identlfy any potential geologic hazards that would prevent
development of the property lor the planned aflordable housing. Two concerns
related to geologlc conditlons were ldentlfled that need to be considered during the
planning phase of the proiect. The west approximately 1i3 ol the site,ig e! rsmall
Potential Debris Flow Hazards
The alluvlal fan is comparatlvely small and we observed no evldence of recent.
debris llow actlvlty. ln our opinion, the potential debris flow hazard ls comparatively
low. We recommend reviewing potentlal debrls llow hazards in light of the
hydrology study that will be needed to develop the site dralnage plan. We believe ltl,\1\
mltigatlon, if needed, may Involve sile drainage structures being over sized to altow lv' ' '
for potentlal debrls tlow.
Potentially Unslable Slopes
The steep slopes above the sile to the north appear to be associated with an
ancient landsllde and are potentlally unstable. Field observations do not indicate
that recent slope movements have occurred. In our oplnion the site ls comparatively
stable and the potentlal for slope stabllily hazards is low. We recommend
excavatlons at the site not Intersect a 2:1 (horizontalto vertlcal) line extending down
and away from the tow of the steep slopes (see Figure 7). lf excavations are to be
Into the sleep slopes, detailed slope stabllity analysls will be needed to judge slope
stability and develop mltlgation recommendations. We believe the property can be
developed using geotechnical and construction practices normally employed in
mountalnous regions in lhe locale of the property.
ll,i I \
{{I{,IL\
TOWN OF VAIL
cTt /T GSr924
alluvlal fan and the steep slopes to the north of
Potentlal geologic hazards are shown on Figure 4.
a
I
I
a
a
a
I
o
a
a
o
SURSURFACE CONDITIONS
Subsurlace conditlons were investigated by drilling four (a) exploratory
borings at the approximate locations shown on Figure 1. Our borings were drilled
using a track mounted drill rlg and 'l-inch diameter, continuous flight auger. Drilling .
operations were direcled by our laboratory and fleld manager who logged the soils
and obtained samples for laboratory testing. Graphic logs of the soils found in our,
borings and results of field penetration resistance tests are presented on Figure 2.
Samples obtained during drllling were returned to our laboratory where they were
visually classified and typical samples selected for tesling. The results of laboratory
testing are presented on Flgures 5 and 6.
Subsurlace conditions found in our exploratory borings were predominantly
a thin veneer of organic surface soils underlain by clayey to silty sands wlth gravels,
cobbles and boulders. Some areas were covered by a thin layer of man-made fill
from previous grading operatlons. No free groundwater was found in our
exploratory borings the day of drllling.
BUILDING CONSIDERATIONS
The buildings will be stepped into the natural hillslde slopes that occur at the
site. An access road may be extended from the frontage road below to provide
access and a parking area. We anticipate clayey to silty sands and boulders will be
lound in excavatlons at this site. The following paragraphs discuss excavations,
providel/ Vreliminary foundation and floor slab support concepts and discussf
below grade walls and earth retaining structures.
Site ErcaYations
Prlor to constructlon, all exlsting foundations, utilities or man made fill will
need to be removed from below and within 5 feet of areas to be bullt on. We
estimate existing fill depths of 1 to 4 feet over approximately one-third of the site.
TOWN OF VAIL
CTUT G$1924 5a
I
t
a
I
,
t
I
I
a
t
No parts of the foundatlons should be supported on fill. Fill may be required to
achieve subgrade elevallons for the lower level floor slabs, exterior concrete slabs
and the access drive. Areas to receive fill or to bear slabs-on-grade should be
grubbed and stripped of existing fill, vegetation and organic soils. The resulting
surlace should be scarifled to at least 8 inches deep, moislure conditioned to within
2 percent below to 2 percent above optimum moisture content and compacted to at
least 95 percent of slandard Proctor maximum dry density (ASTM D 698). Fill can
consist of the on site (including "old" flll) solls free of organics, rock larger than 4
inches In diameter or olher deleterious material. Fills should be moisture
condltloned to within 2 percent of optimum moisture content, placed in 8 inch
maxlmum loose llfts and then compacted to at least 95 percent of ASTM D 698.
Grading plans had not been developed at this writing. We anticipate site
excavation will conslst of maximum 10 feet tall cut slopes. Excavatlons will need to
be sloped or braced. Excavations should not intersect a 2:1 (horizontal to vertical)
ilne e{enoing oown an;;y:il;;J6; "6ep slopqslrilhe nolG@qllg
(see Figure 7 'Typical North-South Cross Sectlon Through Site" and "Potentially
Unstable Slopes" section).
We believe the sands and gravels are Type C as described in the October,
1989 Occupatlon Salety and Health Admlnistration (OSHA) standards published by
the Deparlment of Labor governing excavations. The publicatlon indicates a
maximum temporary slope of 1.5 to 1 (horlzontal to vertical) for Type C soils above
the water table. We recommend temporary slopes be 1.5 to 1 (horlzontal to vertical)
or flatter. Permanent slopes should be no steeper than 2:1(horizontal to vertical).
Soils removed from excavations should not be stockpiled immediately
adjacent to the upper edge of excavations. We recommend stockpillng excavated
soils a horizontal distance from the edge of excavations equal to at least the depth
of the excavation.
,r/'
TOwl{ OF VAIL
CTUT G9I924a
,
I
a
I
,
a
o
a
I
o
Free groundwater was not encountered in our exploratory borings.
Depending upon cut depths and the time of year, water may be present. lf free
groundwater ls encountered, we recommend excavations be sloped to a positive
gravity outfall or to sumps where water can be removed by pumping. We should be I
notified immediately ltfree groundwater isencountered toallowreenluation of oulj
conclusions and recommendations presenfed herein.
Foundations
Foundation excavations will be into the natural soils. We have assumed that
fill will not be below loundations. We expect that it will be posslble to use maximum
bearing pressures In the range of 3,000 to 5,000 psf for footings bearing on the
sands and gravels depending on the posslble presence of compressible clay lenses
in the gravels below the planned buildings foundations. Footings should be placed
below lrost depths. We recommend a depth of at least 42 inches or the minimum
requirement by the local building department.
Interlor Floorc and Exterior Slabs.On-Grade
Man made fill may be required below portions of some of the buildings. Slab-
on-grade floors bearlng on the sands and gravels or on properly compacted
structural flll at the planned bullding sites would be appropriate. To reduce the
adverse effects of diflerential slab movement, floor slabs should be separated from
all bearing walls and columns with expansion joints. Control loints should be used
in floor slabs to reduce damage due to shrinkage cracking.
Below Grade Walls
7
We do not anticipate subsurface conditions which will preclude basement /
construction. Basement excavations
gravels with cobbles and boulders.
exploratory borings.
TOWN OF VAIL
cruT G$192r
will encounter clayey to silty, sands and
Free groundwater was not found in our
a
I
I
a
a
)
a
o
a
a
a
fOun{el!;l1Uells will be subjected to lateral earth pressures. Foundatlon
walls at the back of some buildings may act as retalning walls. These walls are
restrained and cannot move, therefore, they should be designed for the'ht-rest"
lateral earth pressure. Assuming the on-site soils are used as backfill, we
recommend using an equivalent fluid density of 45 pct for sand or gravel backfill to
calculate lateral earlh pressure. The above equivalent fluid density does not include
allowances for sloping backfill, hydrostatic pressures, live loads or loads from
adjacent structures.
Water from surlace run-off (precipitation, snow melt, irrlgation) frequenlly
flows through backfill placed adjacent to foundation walls and collects on lhe
surface of the comparatively lmpermeable soils occurring at the bottom of the
foundatlon o(cavation. Thls can cause damp or wet conditions in below grade
areas of buildlngs. To reduce the accumulation of water, we recommend a
foundatlon draln. The drain should consist of a 4{nch diameter open joint or slotted
PVC plpe encased In free draining gravel. The drain should lead to a positive gravity
outfall or to a sump to be mechanically pumped. Backfill placed adlacent to
loundatlon walls should be compacted to at least 95 percent of standard Proctor
maximum dry density (ASTM D 698).
Earlh Betainina Structures
Free standing retaining structures may be requlred adjacent to the access
drlve from the frontage road. Several types of retalnlng structures are used in the
area. Some examples of different types of walls are listed below:
ln-situ Walls And Reinforcement Systems
Tied-back walls tied back via soil nails or rock anchors
Steel plle and lagging
Micro piles
TOWN OF VAIL
cryT G91924o
I
I
I
I
I
I
I
a
a
O
Gravity Walls
Concrete or Masonry, with or without a cantilever or
countertorts
Cribs, bins or gabions
lnternally Stabilized Systems
Mechanically stabilized earth (MSE) structures
Friction reinforcement systems
A "rock wall" ls generally a landscaping feature. Rock walls greater than
approxlmately 6 feet In height do not provide adequate resistance to lateral loads.
lf rock walls are used we suggest a maximum height of 5 feet. The wall should be
battered at an angle of approximately 60 degrees, the width of the base of the wall
should be at least one-half the height wlth a wall face no steeper than 3/4 lo 1
(horizontal to vertical).
Retaining walls that requlre a foundatlon can be founded with tootings
bearing on the natural solls designed lor maximum soil bearing pressures similar
to that provided for buildlng foundations. We recommend a coefficient of friction
between footlng concrete and the ground ol 0.35.
Retainlng walls will be subjected to lateral earth pressure from wall backfill
and surcharges. The lateral load on the wall is a function of wall movement. lf the
wall can move enough to mobilize the internal strength of the backfill, with
movement and cracking of the surlace behind the wall, the wall can be designed for
the "actlve" earth pressure. lf ground movement and cracking is not permitted, the
wall should be deslgned for the "at rest" earth pressure. We suggest 40 pcf
equivalent fluid pressure be used to design for the "active" case and ,15 pcf
equivalenl fluid pressure be used to design for the "at rest" case. An equivalent fluid
density ol 250 pct can be used for the "passlve" case. We recommend backfill
behind retainlng walls be the on-site gravels less than 3 inches in diameter and be
compacted to at least 95 percenl of standard Proctor maximum dry density. Lateral
l.
lr
t
TOWN OF VAIL
cruT GS1924.l
I
!
I
I
I
I
o
o
a
O
earth pressure values do not include allowances for sloping backflll, hydrostatic
pressures or surcharge loads. A foundation drain should be placed next to the
footlng of any retaining wall.
We should be advised il retaining structures will be required. We can aid the
architect or structural engineer in the selection and design ol retaining walls to
achieve a good combination of practicality, economy and pertormance.
Surface Draimoe
The ground surface around the structures should be shaped to provide for
rapid run-off of surface water away from the structures and off road surfaces. We
recommend slopes be at least 12 inches In the first 10 feet. Roof downspouts and
other water collectlon systems should discharge well beyond the limits of all backflll
around the buildings. Water should not be allowed to pond between buildings or on
roads. Landscaplng and site gradlng should provide for channelization and directing
of surface drainage down, around and away from all structures and roads, Areas
where sheetwash can be expected to occur over ground surfaces at this site during
sprlng snowmelt need to be protected from erosion. Proper control of surface run-
off ls also important to prevent the erosion of surface soils. Sheet flow should not
be directed over unprotected slopes. Water should not be allowed to pond at the
crest or bottom ol slopes. Permanent slopes should be re-vegetated to reduce
erosion.
LIIIITATIONS
Our borings were widely spaced to provide a general picture of subsurface
condltlons for site grading and preliminary planning of development. Placement and
compaction of slte grading fill and utility trench backfill should be inspected and
denslty tested during construction. We recommend detailed soils and foundation
investigations be perfomed at indMdual building locations to derelop design lwel
foundation recommendations and building crileria.
TOWN OF VAIL
cruT GS-1924
O 10
I
I
t
I
I
I
o
I
a
a
This investlgatlon was conducted In a manner consistent wlth that level of
care and skill ordlnarlly used by engineering geologlsts and geotechnlcal engineers
practiclng in thls area at thls time. No other warranty, express or implied is made.
ll we can be of further service in discussing the contents of thls report or the
analysls of the lnfluence of the subsurlace condltlons or the design of proposed
construction, please call.
cruTHoilPsoN, tilc.
(3 coples sent)
TOWN OF VAIL
CTUT G9t924
Wilson L.'LiirBdni
a 11
{h
.lz
irEEgIE
v)(,z
&ogl
&o
E-(
EoFlAXfrl
f*o
V)zo
F.{
()oFl
\lNo
Iv)(9
oz
3o
o
6
C)a
oz
<-=--
zx
E
a
EAQFlF
E
"?E3q?o"ho
iE '--- Q
HF?g
3'o88
PI EF
E;3 d
ooIatoo
EilF
€g
+2.
c
AIga
EE2o6z
F
a>..
€T
oo
Acl
F 8.r'
EXE
aato
N
i
hUtra)r*Ei*x :E i* I IEH Es €E :;i
$ES E: B; $gE
FiE Ei ff iEi
iEE ii' F: $;;
$iiufiFgiI*fiF
&t-iaici'dEI
E{oz
c)o
" fi, tsIE !
il ilmglill I
i:e $ifiqii?E i
eii ;€:E sE isd !
N I
Depth In Feet
l,rr,lrrrrlrtttlttrffi
o.":5RRt
olo6lN
l.-trA2FI(9
E
u)()z
troF
xoF
EoFl
FrXFI
ko
mooFf
H
cn
N
COq)
CO
o
lO
ol
sq(\l
AI
co
c\l
C\t
€
ca
lO
co*$
F'i
I\
coqS
*JlE-i !{
F€qt$*gEr frl llI+ KFtt+t.l+l-nr iFt dO\\\to ooqt !. F{a\.NT€*JlFtsI
.{i
No
Iv,(9
dz
p
oh
lOolO
1,, r, 1,,,,1 r,,, 1,,,,f ,,,,1,,,,1
teeg trl qldaq
aoooaoooo
o
olo
oo
q)
n
h
i
GEE
=cEtg€-=
-gE=; sg
EESgt'3'
Gl |!OF}E(goEEE6ctoo-t30.ag
..E B \goorfil(rt5\
A
=
CN
Erf-lz
(J
CJoFlo
F-l(.t
QtrlF
F]&&H
FTFz
Ft
z
E
a
EEi-{ \/a -lF; <;:e>=
3r?o vrr oF)-1 r=, - - j-a
HF?g
3*88
F( TFo?z.i
E133
l)?-<---
z
ooooooaoo
o
c)
6
H8e52=
fTJ
o
l.
!b
h
.9
E')otD=9UA ctr1=E-e5E -, 6t2E-.€5 € sE
= : ;eE E E.O
= = xEc c lrLg s nfio o cL Gto. o. <.c
\o\
2 0 q' \UJra
l,u
c)
C)
6
f 8.bNtu
ETE
A
=,V)
aH
N
FI
CJl-a()oFlo
trlo
Ff
F{z
F]FoA
t,
6<-z-
z
z
pq
m
HA
CN .1F
E "?EIa3"
)1 rz--|-1
HF?g
3raE8tr EE-'
q;3 3
oooaotoooo
a
o
o
O
o
o
o
o
o
a
Sompleof 5AND. CLAYEY WITH GRAVELS (SC)
From TH-l AT 4 FEET
Sompleof
From-
CLAY, SANDY WITH GRAVELS (CL)
GRAVEL 23 %
SILI&CLAY 49 %
PLASrcIIY INDEX
GRAVET 12 %
$LT&CLAY 59 %
PLASrcIY NDEX
SAND 28 %
LIQUID LIMIT
-%
SAND 29 %
LIQUIDLIMTI-%
Grodolion
a
JOB t\E . GS-l 924
TH-I AT 19 FEET
Iest Resulis
FIG. 5
a
O
o
o
o
o
o
o
o
o
a
Sompleof SAND. CLAYEY WITH GRAVELS (SC)
From TH-2 AT 14 FEET
Sqmple of CLAY. SANDY WITH GRAVELS (CL)
From TH-3 AT 4 FEET
6114y91 29 %
SILT&CLAY 35 %
PLASTICITY INDEX
GRAVEL T3 %
$LT&CLAY 54 %
PI.ASIICW INDEX
SAND 36 %
LIQUID LIMIT
-%
SAND 33 %
uourD uMtT
-%
Grodotion
JOB NO. GS-1924
Test Results FIG. 6
o
o
o
o
o
o
o
o
o
o
o
EXISTINIG GRIOIAID SIfFACE
TOE OF STEEP
I
I
t
<-- SITE
D-
\
wE RECOi0IEIS
hN EXCAVATION
E}ELOW THIS LINE
JCF f€. GS-1924
TYPICAL NORTH-SOUTH CROSS SECTION THROUGH SITE
FIG. 7