HomeMy WebLinkAboutVAIL COMMONS CONDOMINIUMS MAY PALACETOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
nr79-2138
Job Address:
Location...,.:
Parcel No...:
lrgal Description:
Proiect No :
Plunbing-- >
Plan Check-- >
lnvestigation- >
will cdt---->
PLUMBING PERMIT
2099 N FRONTAGE RD WEST VAIL
MAY PALACE RESTAURANT
2t03tl4t50l3
Permit #:P06-0011
Status...: ISSUED
Applied. . : U2ll3l20W
Iszued. . : 03lO8l20M
Expires. .: WIU|2W
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
owNER DIIJTONi COMPAI{IES O2/L3/2O06
APPIJICAMI MARTYN PIIIMBII{G & HE"ATING INO2/L3/2OO6 phone: 970-547-9805
OO34 CONTINENTA], CT. A4
BRECKENRIDGE
co 80424
L,icense: 290 -P
coNrRAcToR MARTYN PLITMBING & HEATING AN02/L3/2OO6 Phone: 970-547-9805
0034 coNtII[El[IAI_, CT. A4
BRSCKENRIDGE
co ao424
License: 290-P
Desciption: MAY PALACE-REPLACE DflSTING FAILED GREASE INTERCEPTOR
Valuation: $22,451.25
Fireplace Infonmtion: Resticted: ??# of Gu Appliances: ??# of Gas Ings: 1.?# of Wood hlet: ??
t**'t3{i'a'}:t'l*1.*'a*:tl.3,lat'lt!a*,*,4*:}*****rt*'}*r*'}*la***Ltl*.*.*r'..r*r+*'}*t.t *r, FEE St MMARY
go. oo Toal Cslculated Fees-->s434.25 AdditionalFees------>
Total Pemit Fee-------- >
BALANCE DI,'E---_ >
$345. 00 Restuarant Plan ReYiew- >s86.2s ToTALFEES------->
s0. 00
s3.00
$4 34 .2s
$0. oo
s43 4 .2s
$434 .2 5
$0,00
Item: 05100 BUILDING DEPARTMENT
03/06/2006 cgunion Action: AP
Item: 05600 FIRE DEPARTUENT
CONDITION OF APPROVAL
Cond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIAI{CE-
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 correct. 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, International Building and Residentiat Codes and other ordinances ofthe Town ap'plicable thereto.
REQLJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOLIRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
t-.\-*c1
SIGNATUREOF OWNER OR
{,
CTOR FOR HIMSELF AND OWNEF
*,1'+****fff++*****+l**l'*******+++***********f**{'ff*ft'|+******+{r*fff*+*********+***********f**
TOWNOFVAIL, COT,oRADO Statement***++******* i**t+* t * * * * * + *+ ** ** ***+*t+f+*{r{r*tt****t******+** ** * * * * * * * * + **************** * * * * *
Stat,etnenU lilurnber: R050000208
Payment Method: Check
Plurnbing / *L69OO
Anount: s434.25 B/ Og/2OO6L1:04 AMInit: LTNotation: Martlm
Permit No: P05-0011 T)pe: PL,I'MBING PERMIT
Parcel No: 2103 -114 -1501-3Site Addreaa: 2099 N FROI|:TAGE RD I{BST VAIL
Localion: MAY PALACE RESTATIRAIIT
Totsal Feea I
Thie Payment:$434.2s ToEaI ALL PmtE :
Balance:
$434.2s
$434,2s
$o. oo
******+t{'l'l'f{l'******+*a+*+***++*{.****+********************+**{'t++*f****+'t**t+*f*****+*******
ACCOI.JNTITEM LIST:
Account Code Description Current Pmts
PF 00100003112300
PP 00100003111100
wc 00100003112800
PIJAN CHECK FEES
PIJT,MBING PERMIT FEBS
WfIJIJ CAIIJ INSPECTION FEE
86.25
345.00
3.00
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
ProJect #:SR(- oor/
mtr n wwnlY .F,Frrrrrr ,Fr F rrr,rr lrr . rrr.r
75 S. Frontage Rd.
Vail, Colorado 81657
BuildingPermitfi rrprumbino permit u. 6i6--(Ffi
97 O- 47 9 -2149 ( Inspections)
CONTRACTOR INFORMATION
Plumbing Contractor:
/14 ArerTa /Lo aR, k) t ( & aaT r pc
Town of Vail Req. No.:2?6- ?
Contact and Phone #'s:
'.rc)s+z-?to;
E-Mail Address:i,n +zrra.: P'N P <l r-tct-. ^tETContractor Signature:* "*-a;; n*^L*
COMPLETE VALUATION FOR PLUMBING PERMIT (tabor & Materials)
PLUMBING: $,2E
Assessorc Offtce at 970-328-8640 or visit
Job Adilessi E, ? t Oq tt . .froJob Name: lMav Po.lo"-u
Detailed description of work:
o.ci Exs{ir,',.i, f,.,1e
WorkClass: New() Addition( ) Alteration( ) Repair( ) Other( )
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Is this; conGEionfrm a wood burning fireplace to an EPA Phase U device? Yes ( ) No ( )
*******rr***************rr***************FOR OFFICE USE ONLY*******r.*****************************
qEtt-
\WAiI\dAIA\CdCV\FORMS\PERMITS\PLMBPERM. DOC
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HOW DIDWE RATEWTTH YOU?
Tom ofVailSurvey
9-911q gi!. ?-.r.lop nent Depnrt-nent Russ e I I Fonest Directo r,
(970)479-213e : ' '
Check allthat applies.
1. Which Deparfrnen(s) did you contact?
Building _ Environrnental_ Housing_ Admin
Planning DRB _ PEC
Was your infial contact witt our staff immediate
no one available ?
slow or
7.
8.
Was your.proiect reviewed on a timely basis? Yes / No
l[no, why not?
5, Was this your first time to file a DRB app- PEC app
Bldg Permit_ ttl/A
Please rate $e performance of he stafiperson who assisted you:5432lName:
(knowledgq responsiveness, availability)
Overallefiectiveness oifie Front Service Counter. 5 4 3 2
What is ilre best time of day for you to use fie Front Service
Counter?
9. Any comments you have which urould allow us to beter serve you
nexttime?
Thank you for iaking the lime to compleE this survey. We are
commithd b improving our service.
lf you were required to wa[ how long was it before you were
tfrnl: Dou6s
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO: Contractor/Aoplicant Engineer
Martyn Plumbing & Heating none
proj#
FAX/Email #: Martynp.h@vail.net
Depa rtment of Com m unity DetElopment
Building hfety and Inspetion *rvies
75 South Frcnbge R@d
Vail, Colorado 81657
97048-2138
FAX 970-479-2452
www.wilgov.om
NUMBER OF PAGES:
FROM:
DATE:
BUILDING PERI{TT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
2
Chris Gunion, Building Plans Examiner
o0/00/200s
P06-0011
May Palace
2109 North Frontage Road
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The documents submitted for this project have been reviewed for compliance with the 2003
Intemational Building Code, 2003 International Residential Code, 2003Intemational Mechanical
Code, 2003 International Fuel Gas Code, 2003International Plumbing Code, 2003International
Energy Conseryation Code and 2002 National Electrical C.ode as modified and adopted by the Town of
Vail.
The fuItowing @mmen9witt nd to be a&tsdprtorbissuaneof a buitditrg permit:
fur processing:r Please submit two complete sets of revised construction documents containino the requested
information with all olan revision items clouded or otherwise identified.
o Please resoond in writing to each comment by marking the attached list or creating a response
letter. Indicate which olan sheet. detail. soecification. or calculation shows the rquested
information. Please send revisions to the attention of the olans examiner with the buildino
permit application number noted.
o Please be sure to include on the resubmittal the enginee/s or architecfs'\ruet" stamo, signature.
registration number and date on the cover page of any structural calculations. all structural
details and structural sheets of the olans. For commercial or multi-fumilv orojects all sheets of
the plans must be stamoed.
Plumbing Comments:1 A Colorado State Licensed Engineer will need to review the proposed plans. The enginee/s stamp
and signature is required on the plans.
2 Include complete plans drawn to scale with all plan view and isometric drain, waste and vent piping
shown.
3 Include a site plan or other floor plans clearly showing location of the grease interceptor and
proposed area of work within the building.
4 Clarify location of fixtures served by the grease interceptor and "lift station". Fixtures located above
the upstream manhole elevation may not discharge through a backwater valve and sump. IPC 715
and 712.
5 Include plans and information showing all fixtures proposed to be connected to the grease waste.
rPc 1003.
6 Include sizing calculations based on the maximum flow rating and grease retention capacity for fte
proposed interceptor design. IPC Table 1003.3.4.1.
7 Include complete manufacture/s specifications for the grease interceptor proposed showing
compliance with IPC 1003.3.4 and the referenced standards. Cut sheets provided from Front Range
Precast Concrete Inc. do not indicate any interceptor information.
I Show compliance with Irc 1003.3.2. Plan indicates food disposal is proposed to be connected to the
grease waste. A solids interceptor is required.
Structural Comments:9 Any modification to building structure will require review by a Colorado State Licensed Engineer.
Please rsfer to the cover sheet for Information on resubmlttlng plans. In order to avoid delays in lssuance of
a permit, pleaso check dl rcquested informaffon is included with the resubmitbd plans. Please submit
rcvised plans as a compl€E set. Partial plan resubmlttals will not be revievrcd.
F: \cdev\CHRIS\PERMIT. COM MENTS\p0G001 1DOC
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PART # PCO-000-079
,t8id36htMoNoBSDUALA/S
PART # PCO-000-080
4009 E/LCHAMBERBODY 4850#
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PART # PCO-000-081
4009 SINGLEA/SCHAMBERBDY
2-4" . ^^"Push ro{
Gasket
PART # PCO-000-082
il00 g DUALA/SCHAI'BERBDY
PART # PCO-000-083
400 g BLANKTNSDY
"$
PART # PCO-000-091
60idT2odTWLSLAB24OFFACC
2574*
60idT2odTWLIJP24CENTACC
2808r
#3 Lift Loop
\1
60id72odTwLLIP24OIT'ACC
2808#
1-"1
Front Range Precast Goncrete, tnc.
il39 N. Foothills Highway
Boulder, Colorado AOS02
(s03) 442-3207, (800) 783-3207, FAX (303)442-320s
www.trontrangeprecast.com
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400 Gal. Electric Lift StationFrw- .l^16 Ftlx
Nofe: N.LS
Interior Spac€ Adequate
for Duplex Pump Installation
SECTION
21" clear insgrt accsss
MONOTITHIC TANKmeets
ASTM-C-913 Spec. for water
and wastewater structwes.
Butyl rubber sealant meets
Spec. SS-S-210A. (Provided with
tank.)
Plumbing shown in diagram
provided by others.
It is the system enghee/s
requirement to determine
VOLUME, TOADING and
RETURN TIME.
Concrot€ Plattom
Positions Pump
Above Sludge
Gross
Volume
Net
Volume
Discharge
Per Cycle
Weight
Tank/tid
407 Gal.329 cal.Variable
7.8 Gal.i'llertical Inch
5,380 rbs
Front Range Precast Goncrete, Inc.
il39 N. Foothills Highway
Boulder, Colorado 80302
(303) /u2-3207, (a00) 793-9207, FAX (Ko) 442-9209
www.f rontran geprecast. com
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Part # STAR-24L
Parl # STAR-24R6
Part # STAR-24R72
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WARNTNG
- l,se only sfAR sta,nress steet security seals (Pan # SSLOCK)
to secure dgainst unauthorized access
- Not rated for vehicular trafric toading
WARR/I',TY FRALo prasrech Mts. warranties the STAF| Riser Sysrem lor a periori or ti\,€ years kon ckrte ot purchase against
any manulactlring dotecls. provicling the plt,rg cov€r has been us6d anct inslalled in accordance wilh nranulacturets writtetr idshtctnns
FRALO wrll, at ils opnorr. reparf or replace any plug cover it.leems to be clcleclNe and FRALOs .rbligalons urrclef lhis wa'iarrty are stnclly
rrmited to the repan o.cvor repracedenl of rhe ctetective plug cd€r FRALO assumes no liability nr cases ol improPer inslallalrorl or mlsl'sc
FRALO,s noi respons'ble io. any resulting contingeni liabil'ties or charges fhrs waradty appl€s onlv to lhe original plug cover nslallahon
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Vyrth an emptlasb on p.oduc€ fo. the u€sfe.
water and enr'ironmental irdusti,es, FFIALO
D'STruBUTED BV
Plastech -rs
)rour inngvative partner in trusiness.
Our products aae engineered for perbrmance
over the long term- We welcorne your comments
and laok fc.ward to meeting you. futu.e engi-
neered plastic product needs.
FRALO Plastech Manufacturing, LLC . Call Toll Free:866.943.7256 vvvvw-fralo.net
FD21{t 0t:1gn FrrTofft 0F vAtt coilt{tTy EfELonEn 8?0{r02452 t-622 P.001/002 Hol
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t'lartynHurnbhg &tleatlng none
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FAXlEmdl #; Martl/nP'h@\'ail'net
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Chris &tnion. Br.fftting Plans bominer
00/oo/200s
P06.ml.1
ltltsy PalG
21tD North Fmntage Road
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ThehrnerrBsubrnittedfurthisprstecthaveqeqr€\'iemdfrromplianewihH1e2fi)3
Intendsrat Bgitding c.,ilidd; il'E duJnar-nesmenual Code,2003 Intemaaonal Medtanical
code zgc' hte|'Etional R d G* c"de, 2003 InHrrational Plumb{ng c'ode, 2003 Inbmotional
Brergy c63gen arffi c.d; l[6 Zgm Nrt*aiffi;ig"de 25 mo6neO a6d ado@d bv the Town d
Yail.'
Iln ffititg anatag uil nd 6 b M F*r b inwn d a hni'tlfrtgt pF'tnn
tuFwrtng:
. PhlselesDond in
rer. Ind@whicfl $g['.sfl1€ €ouested
n Oor"rlor. R"a* mmin*withtEbttiffi9
Penntt apPllcation rrumber n#d'
. neaeqbesurebl
rcowadon number andG !n frle :coverltegF;;EilFnrra!:*uFuffi' all suctlral
,rffilb a|d sdlldml shelE of fie ol8ns, For m Dmieds atl $leeiE of
fu dans must be shmped-
fJiat-s6. gl:i$u FraTotrl OF UAIL mllw EVEL0FSIIT 0701?S2{52 l'122 P.002/002 F-401,.
ffit'ngblnniltrts _,,.^--r-.L.1 Aful6.ar16 sb6md Frgirrerwill need b r€^/i6^r tfie propced phns' The engineefsstamp
ild signer€ b re$Jlred on the Plans.
2 Indude smplefe plans &awn E scale$,|ft all plan vler and isdneUic dmin, ur# and verlt pittlg
dloY{n,
3 Irdude a site flair or odler f,oor plans dearly showing locauon of the grease lnuteptor and
prwsd trea dvsoltwittin the building,
4 Grify locadon dfiorres serrred by the greroe inEreptor and "lift station". Fixtrrcs located abon
t6e ul*esm manho6 devafion miy rpf oisOarge hrou$r a badordbr vdhre ard sump- IPc 715
ard7L2.
5 lrrfr.de pbrls and infurmaton $rcndng an fr{hJr€5 proposed b be connected b the gresse Yva*.
rFc 1m3.
6 Idude slzing calorldons based cn ttte ma<imum flow rating and grease rehrdm caPadty fur the
propced intareptor design. IPC Table 1003.3.4'1.
7 Indude compleE manufacturerrs +eclfications for dre greme itl|gGpbr propoed-$o{n9 .-
oqnplitr€ wih-IFC fmf.g,q and the refrrened standards. Cut sheets ptovided fttorn trort RangE
necast Concr* Inc. do rnt indlete arry intere@r intbrmalon'
I Shotir omptianae wi$ tpc 1003.3.2. Plan indletss ftod dbposal is pmposed b be colueded b the
gneose vva6E. A gollds inHaetrtr is reril'tired.
strrcurrt'emngl*g ;@-tuilding structur€ wlll requlre lwlerc by a Colorado StaE Licensed Engineer'
plcG |! s b uta corE rhc.tftr itfrrnr:tior m ||nrbn{dlg dana In oidct b $dll dtLtr h hFnG d
i rilIb ptrce ilrcru,rnr*a nf,saratior brrddcd rrfrt tfte nsbmlud prru. pls anbrit
Leltru ii s a a .qnpl€D ;* m6st plil rs6|ffiL rll mt bc nrrama
O.TAFilA/ATER CI.EAI{UP OO.
PO.BOXul480
BRECXENRIDGE @MVI.
JOB NO.06-9
WALTER O. SCHULTZ P.E.
P.O. BOX 1957
DILLON, CO 80435
l-970-453-9215
r-970-453-9316(FAX)
March 1,2006
SUBJECT: FOG INTERCEPTOR
SUBJECT SITE: MAY PLACE, 2109 N. FRONTAGE ROAD, UNIT A, VAIL, CO
Dear Doug,
As requested I have reviewed the project plans (sheets 1 thru 3), the response letter
to The Town of Vail and have visited the site of the proposed interceptor system. In
addition I have discussed the proposed system with you. Based on the review, the
information available and the site visit I believe the proposed system is adequate and
satisfactory.
r9696
ile-o-f,--€1tr\
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to-o'ogx,*--@@ll
Job:
May Palace Interceptor
2109N Frontage Road UnitA
Vail CO
March l,2006
Interceptor purpose.
l) To replace a previously instatled interceptor that worked properly @ut it rusted
out) with a new concrete epoxy coated one (for increased longevity).
2) To intercept FOG (fats oils and grease) before they can discharge into the critical
lift station and cause any additional SSO (sanitary sewer overflow) events'
Response Letter for Plumbing Comments
l) Clearwater Cleanup has hired Walt Schultz P.E. to review and approve prints for
this project.
2) Enclosed: complete set of plans drawn to scale.
3) Enclosed is a site / floor plan clearly showing location of interceptor.
4) Clariry location of fixtures served by grease interceptor and lift station.
a. None of the fixtures in the May Palace can access the main line by gra,rity
all need use the lift station. IPC 715 md7l2 are not applicable.
b. The existing grease interceptor located on the SW corner outside the
building currently serves:
i. Wok Stove
ii. Floor drain in front of wok stove
iii. 3-baypotsink.
iv. There are no kettles or other fixtures that are required to be
connected to an interceptor. It is contmon for the pre-rinse to not
be recognized as a large source of FOG.
v. These were assruned by the original installation to be dl tha945rr:21
necessary to catch the FOG from this establishment. ,/ul.,Sln0 Afj\
c. The dish washer will not connect to either interceptor per UPC 6!C$$it"t'3W\
u. l:p-:lta'poricv' f J,
*,nunu
'ij g :ting ,i; I re696 i; E :l
i. The new interceptor will be connected to the existing v$@ the
building that successfully served the pr"tio*ty i*titd'fr}+
interceptor. -(ll[sO Fqqf${|i9dlso I
This new interceptor will only serve the pre-rinse over the existing t*r#:S-B*:^":"ieff$6,'o:'sfi6;
s)L lllD lNiw urlglwPivr wlll vruJ atf;l Y{, Lllv ylw-r!!r.tw \rlwr urv v^rerur6 E* "-.F- I .-rr ^ F. - --
disposal. [=
t l- 19696 j s=
ua:ed#i -044 a'Sr-'
P.O. Box /H&O a Breckenrldge, Colorado 80424 r
(97O) 453-8875 . (8O0) 8s6-4928 o Fax: (970) s47-9669
6) Grcase Interceptor sizing calculations. We are using an altemate method of
calculation because the regulation 1003.3.4.1 only goes up to 50 gallons per
minute and 100 lbs. of retention capacity.
a As we understand it this altemate method will be in the new 2006 IPC.
b. This method:
i. Sums up the gallons per minute for each fixture discharging into
the grease interceptor and calculates the size from there.
ii. kr this interceptor
l. Flow-thru calculation: There is no sink or basin to quickly
dump so the maximum flowis what would go thru the hand
sprayer. The curent sprayer is l-4 gpm. So we will use
4gpm as the flow. Per calculation on table 1003.3.4.1 this
would only require 8 gallons of retention capacity (we have
provided 1316 gallons ofretention capacity).
2. Grease Retention Capacity:
a. Each vessel has a total capacity of329 gallons. This
works out to 500 lbs ofgrease retention capacity
ea"rh x 4 units = 2000 lbs total retention capacity.
(This exceeds the flow-thru demand). Method of
calculation: (329 gallons x25Yo= 82.25 gallons
usable capacity x 6.1# per gallon for oil = 50O#).
b. The larger capacity is provided because ofthese
factors:i. Prevent flushing the grease on thru the
interceptor. Due to high head pr€ssure
. created from about 8' ofdroP, which
increases the water velocity as it enters the
interceptor.
ii. Allow for the extra loading and 3-month
storage offood from the garbage disposal-
iii. The need for approximately 3-months of
storage for grease/ food.
7) Manufacturers Specifications:
a. We are requesting a variarce in the interceptor configuration, due
height and weight resnictions inside the parking garage. We ca{
any existing one-piece concnete grease interceptors in to this 19696b. By using 4- concrete tanks and proper plumbing we have achi
same end result as what would have normally been used in this
application... The proposed system will meet or exceed all
specifications for a similar cornmon interceptor such as the I
Grease Interceptor shown on the attached cut sheet (page 37 o
Range Pre-cast Catalog).
ItJt'-'D
c. The Critical factors are:
i. All vessels and attached piping are watertight.
ii. The first tvvo chambers are primarily intended for garbage and food
interception. Fog better food capacity the inlet drop on these
primary tanks is 18" offthe bottom. Any FOG that is intercepted
here isjust a bonus.
iii. All FOG that gets by the fint two chambers is intercepted in the
middle and last tanks.
iv. Important piping for catching maximum FOG is included. Which
is that, the outlet from each vessel is 12" offthe floor and points
down. This allows ma,ximum water discharge with minimum loss
of FOG (because it is floating on top of the water).
v. Vessel cleaning aocess: We have installed afull24" diameter
access lid on each vessel for easy cleaning.
8) Food Waste Grinder
a. We request a variance to allow us to intercept the (small particle) food
waste that is actually discharged thru the grinder or (disposal).
b. Our main goal is to catch the FOG that is rinsed offthe plates and utensils.
i. Small Particle Food Interception:
l. Some FOG is known to be parasitically attached to small
particles of food that flow on thnr the ginder without it
€ven running. We feel that catching this additional FOG
even with the food that we don't necessarily want is a gain
over not catching it.
ii. Food and Garbage Diversion:
l. The lvlay Palace ownets understand that they can save
pumping costs by catching this food in a mesh basket above
the disposal and periodically tipping this into the trash.
2. Diversion of this potentially grease laden food waste is
quite effective.
3. This actually falls under recommended house keeping
practices. They have anployed this simple and effective
method for several years and plan to continue this
indefinitelv.
Modification to building Structure.
a. We plan no structural modifications at this time.
b. Previous plan that included one core drill modification
deterurined to not be needed.
e)