HomeMy WebLinkAboutVAIL POTATO PATCH BLOCK 1 LOT 25 LEGAL8+*+?,nt"
Design Review Board
ACTIOI{ FORM
Depa rtment of Community Development
75 South Frontage Road, Vail, colorado 81657
tel: 970.4?9.2139 taxi 97o.479-L452
web: www.vailgov, corn
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Prciect Name:
Project Description:
ROMANO/GOLDFARB DRIVEWAY DRB Numbert DRBO7O227
FINAL APPROVAL FOR A MINOR ALTEMTION FOR A NEW DRIVEWAY
ROMANO, JOSEPH A. & MARGARET05|29|2@7
Pafticipants:
OWNER
1OO2 WALNUT 2O3A
BOULDER
co 80302
APPUCANT SYSTEMS PAVING
8703 YATES DR.
SUITE 105
WESTMINSTER
co 80031
Prcject Address: 793 POTATO PATCH DR VAIL
793 POTATO PATCH D& UNITS'A'AND'B'
0512912007 Phone: 303-412-5999
Location:
Legal Description: Lot: 25-A Block 1 SuMivision: VAIL POTATO PATCH
Parcel Number: 2101-063-0106-4
Comments: SEE CONDmONS
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approvah Q6lO6l2OO7
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB apprwal does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval'
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Enby: 06/06/2007 By: RLF Action: COND 1. The applicant shall screen
the boilers with a lattice wood enclosure painted to match the building and
,',. '. r- .ffi
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'. _\r_. shall plant bushes no shorbr than btlr (4) feet around the enclosurc.' r'.:',c1' ;c,, z,TheapCkantshall prcvldeasparab heatzonefurportbnsof the
drlvervay vYfhln the dghtof-way.
3. The applhant shall not heat the bur (4) fuot concrete pan at the eftn of
$e drlveway.
4. The applhant shall repair any damage b Ut€ house, phnters and retalnlry
walb that oo.trs due b construcilon.
5. The apdhant shall obtaln a r$htd+ay pemlt from the Depatnent d
PuHh Woils ptior b buitsing permt
Phnner: DRB Fsc Prld: S2O.OO
TOWN OF VAIL
75 South Frontage Rd.
Vail, Colorado 81657
970479-2t38t479-2t39
Ftx970479-2452
June 6,2007
Systems Paving
8703 Yates Drive
Westminster, CO 80031
Re: DRB07-0227
793 Potato Patch Drive. Units A and B
Deparfrnent of Community Development
Dear Aaron,
Thank you for your design review application for minor exterior alterations (heated paver
driveway, boilers and screaning) to the Goldfarb and Romano residences at 793 Potato Patch
Drive. Your application has been staff approved with the following conditions:
l. The applicant shall screen the boilers with a lattice wood enclosure painted to match the
building and shall plant bushes no shorter than four (4) feet around the enclosure.
2. The applicant shall provide a separate heat zone for portions of the driveway within the
right-of-way.
3. The applicant shall not heat the four (4) foot concrete pan at the edge ofthe driveway.
4. The applicant shall repair any damage to the house, planters and retaining walls that
occurs due to construction.
5. The applicant shall obtain aright-of-way permit from the Deparhnent of Public Works
prior to building permit.
Please contact the Building Deparfinent at970479-2128 to discuss the necessary building
permits. Prior to installation of the pavers, you will need to contact George Chalberg from the
Public Works Deparhnent at(970)477-3507 for an inspection of the snowmelt system.
Do not hesitate to contact me with any questions or concems.
FTt,
<c-'i...,t-RrYh"lF.i"d"
Planner, Town of Vail
(970Y79-2440
Rfriede@vailgov.com
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\ .\; 8703 Yates Drive, Suite 105 . Westminster, CO 80031 . (303) 412-5999 ' (303) 412-5995 Faxv\
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"i^ir APPRoVAI-
CDAL. LLC oua
CUSTOMER SIGNATUHE
Oun Qunurv /s SEr /ru Sloivs@
Westminster, CO 80031 . (303) 412-5999 . (303) 412-5995 Fax
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:IOWNOFVAIL. COLORADO Statement
'tt*******+*fft*f*'}'i'}t'}lla**a*l*********+****l**{r't{'*a*l'l'**t*t***+*++tafff{t{r*{r{r'a'a't****'}++*****
Statement Nurdber: R0?0000845
Palment Method: Check
RUTA
Amount: $20.00 0610L/2oo7o8:50 All
Init : itsNotation: 1318/AAROlr G.
Permit No:
Parcel No:
site Address 3
Location3
Thia Palment:
ACCOI,JNT ITEM LIST:
Accorurt Code
DR 00100003LL2200
DRB070227 Type: DRB-Minor Alt,SFR/DUP
2L01-053-0106-4
793 POTATO PATCH DR VAIIJ
793 POTATO PATCH DR, I]NITS IAI AtrJD IBI
Total FeeE:
Total AIJIr ltnta:
Balance:
$20.00
Description
DESIGN RE\ITEW FEES
$20.00
$20.00
$0.00
Current Pmts
20.00
Cobble Circle'''
Add interest to your Cobble project by adding circles. Follow the
the Cobble design planner and you can create circles without cuttingl In addition,
because of how you can purchase the pavers for a circle, you don't get a lot of extra unwanted
pieces. You can create circles of anv diameter, or instead of a circle create a half circle.
Millstream Granite City
Cobble Circle Center'"
(Cube or Pack)
Pack: 5.6 sq. ft. / '156 lbs
Cubes: 67 sq. ft. / 1,752 lbs
Cube includes ten circle centers
Large Cobble Circle S[one'"
Weight: 4.92 stones = 28 lbs / sq. ft.
Bands: 6 sq. ft. / 168 lbs / 30 stones
Cubes; 54 sq. ft. / 1,512lbs / 9 bands
Three Quarter Cobble Stone"'
Size:61/q" x43/a" x23/a" ('l6Omm x 120mmx60mm)
Welght: 4.84 stones = 28 lbs / sq. ft.
Bands: 277 lbs,/ 48 stones
Cubes: 1,940 lbs / 7 bands Minnesota River
F or more detailed color options, see pages l.ltl-3g
{
(
The design end less.
,$ailable
Autumn Blend Bronze Granite
Available
Harvest Gold
For mom del,ailed color
options. see pages 38-39
Millstream
MM$LW
-:il';
E$el
-r
Golden Brown
ffi
Autumn Blend
ffi
Granite City3
Minnesota Riverr
-tta-
EiFE
-
Bronze GraniteI
TerracottaI
@
III
1" Three Quarter Cobble Stone"
Size: 6 1/a" x 4 3/t" x 1" (16Omm x 120mm x25mm)
Weight: 4.84 stones = 9.33 lbs / sq. ft.
Bands: Not sold by the band
Cubes: 81 sq. ft / 755 lbs
Cobble Half Square''3" x 6"
Size: 6 1/q" x 3 1/s" x 2 3/8" (160mm x 80mm x 50mm)
Weight: 7.8 stones = 28 lbs / sq.ft.
Bands: 8.1 s9.fi. / ?26lbs / 60 stones
Cubes: 56.8 so. ft. / 1.590 lbs / 7 bands
Cobble Rectangle'" 6" x9"
Size 9 3/e" x61/t" x23/a" (240mn x 160mm x 60mm)
Weight: 2.46 stones = 28 lbs / sq. ft.
Bands: 18.28 s9. ft. / 512 lbs / 45 stones
Cubes: 91.4 so. ft. / 2.559 lbs / 5 bands
Cobble Square'" 6" x 6"
Size 6 1/q" x 61/a" x 2 3/8" (169mm x 160mm x 60mm)
Weight: 3.69 stones = 28 lbs / sq. ft.
Bands: 12.2 sq. ft. / 341 bs / 45 stones
Cubes: 85.4 sq. ft. / 2,39'1 lbs / 7 bands
Cobble Large Square'" 9" x9"
Size 9 3/a" x93/a" x23/e" l24Qmm x240mmx60mm)
Weight: 1.54 stones = 28 lbs / sq. tt.
Bands: '16.5 sq. tr. / 462 lbs / 27 stones
Cubes: 82.5 sq. ft. / 2,310 lbs / 5 bands
Three Quarter Cobble Stone*
Size: 6 1/a" x 4 3/q" x2 3/s" (160mm x 120mm x 6Omm)
Weight: 4.84 stones = 28 lbs / sq. ft.
Bands: '11.5 sq. ft. / 325 lbs / 56 stones
Cubes: 81 sq. ft. / 2,27Q lbs./ 7 bands
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Rach.el Friede - Pictures of Lattice work around boiler for Systems Paving and Snowmelt Systems
From: <Coloradosherpa@aol.com>
To: <rfriede@vailgov.com>
Date: 0610512007 7:21:57 PMSubject: Pictures of Lattice work around boiler for Systems Paving and Snowmelt Systems
Rachel,
Attached is two pictures of a boiler we did with lhe lattice work enclosure
forVail's same reason, HOA approval on appearance value. The boiler is visible
inside the lattice work on the one picture and the other shows the lattice
work from a small distance to give you an idea of how it looks.
Also, I talked with Aaron (Systems Paving) about the upper concrete area of
the driveway. The homeowner does want us to heat it and put it on it's own zone
loop so that if there are any future reasons to remove that area it won't
affect the snowmelt system. Aaron had thought we didn't want to heat the area.
The homeowner would like to. I would be happy to fax a drawing for that if you
would like. But the only tubing thatwould go in that concrete area will be on
it's own loop.
Have a super day,
Dennis Gardner
Snowmelt Systems of Colorado, Inc.
(303) 562-6300 Cell
(303) 697-7500 Office
(303) 697-2921 FAX
See what's free at
htto://www.aol.com.
Page 1
TOWN OF VAIL FIRE DEPARTMEN
75 S.FRONTAGEROAD
vArL, co 81657
970479-2135
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Lo{ zs- , B\(1
Permit #: 403-0007
Status...: ISSUED
Applied. . : 03114/2003
Issued. .: 04/08/2003
Expires . .: 1010512003
b"^\36IJaT^-LL
ALARMPERMIT
Job Address: 793 POTATO PATCH DR VAIL
Location.....: 793 POTATO PATCH
Parcel No...: 210106301024
Project No :
OWNER IJAI'RIDSEN, NIxoN E. & NANCY og/T+/zooz Phone:
2325 NORTHLOOP DR
AT{ES IA
5 0010
License:
coNrRAeToR vArL EIJECTRONTCS, LTD. 03/L4/20O3 phone: 970-827-9L2O
P.O. BOX 450
MINTT'RN, CO
4t645
License:198-S
APPLICANI VAIIJ EIJECTRONICS, IJTD.
P.O. BOX 450
MINTT]RN, CO
81645
License: 198-S
03/t4/2003 Phone: 970-827-9L2O
Desciption: RETROFIT ALARM SYSTEM FOR INSURANCE PURPOSES
Valuation: $4.100.00
Electrical-- -
DRB Fee-->
Investigation->
will call--->
TOTAL FEES->
s93.00
$5s - oo
$148.00
$14I .00
s0. oo
990.00
s0 .00
90. OO
$3.00
993.00
FEE SUMMARY *:t *'.t*'l tr +r'l 'r r.t *.* **:r 'l
Total Calculated Fees->
Additional Fees---->
Total Pormit Fee---->
Palments----_>
BALANCE DUE_--.>
t *t *+ l +a+ ta+ aa+t ''
Approvals:Item: 05500 FIRE DEPARTMENI
04/04/2oo3 mvaughan Action: AP notes on plans
"i:;*'.t***:l'trl**t'|*a'|'l*:l**at**:l*:ttt,ia,|l:lat* alt'l:l:lt:t*'|*a+++:|:|:rt'
CONDITIONS OF APPROVAL
il.f^*ffiJ''rr''+*'t:l**''rrttt'l'*t'+rt+*:l:t't*'**tt+'t+ra'*'rt**'***:|**:i'r***:lr*'l
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, Uniform Building Code and other ordinances of the Town applicable thereto.
FROM 8:00 AM - 5 PM.IRf,QUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR
WNER CONTRACTOR FOR HIMSELF AND OWNEF
**l******* ** ******* ***** ***********+++ * * * * * * 't * * * * * 'l + * * * *:i * * * * * * * * * * * * + * * * * * ***** ******* *****
TOWN OF VAIL, COLORADO Statement***tf ****{"}{.*t{.***********'}+1.+**t'1.*********************1.*********** ****{.**++*+*++*******+**f
Statement Number: RO3OO03??3 Amount,: $148.00 04/08/200303:15 PM
Pa)ment Method r Check Init: L,C
Notatsion: *]-8429/vaLI
ElectronicE
Permit No: A03-0007 T]T)e: ALARM PERIT{IT
Parcel No: 2LOLO63OLO24
Site Address: 793 POTATO PATCE DR VAIL
Location: 793 POTATO PATCH
Total Fees: 9148.00
This Pa)ment: $148.00 Total ALL Pmts: $148.00
Balance: $0.00
****'t't*tf *|+t* t*t**+****++{.'t**!t'*'t'********'t,}****'t*t * * * + * + * + * * * * * * * + * ** * * * * * * * * {':l' + * * f +********
ACCOUNTITEM LIST:
Account Code DescriDtion Curnent Pnts
cL 00100003123000 CONTMCT0R LICENSES
EP OO1OOOO31114OO TEMPOMRY POI{ER PERMITS
WC 00100003112800 l^,lLL CALL INSPECTI0N FEE
s5.00
90.00
3. 00
FRON:TOU FIRE DEo |9479l45e P3L/!
APPIJCATION TNCOMPLETE ORUNSIGNED
Ppject#:
Euilding Permit #:-
Alarm Permit #:
I 7Ta 79- 2734 lntwctlons)
shop arc required at Ume of
on tfie
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75 S, Fronhge lld.
Vail, Colorado 81557
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Plan Review Based onthe 1992 Uniform Codeg
NAME:GOLDFARB,/ROMANO DATE:2/25/93
ADDRESS:?93 POTATO PATCH CONTRACTOR:CLIMATE CONTROLVAIL, COLORADO ARCHITECT:DABBSOCCUPANCY:R3 ENGINEER:NONE
TYPE OF CONSTRUCTION:V PLANS EXAMINER:C. FELDMANN
CORRECTIONS REQUIRED
Tbe itemg listed below are not intended to be a complete listing
of, all poaaible code requirements in tbe adopt€d codee. It is aguide to selected sections of the codes. Tbe following is not tobe conetrued to be an approval of any violation of any of the pro-vigions of the adopted codes or any ordinance of the Eown of Vail.
].) 1OO SQ. INCHES COMBUSTION AIR TOP AND BOTTOM REQUIRED
FROM CRAWL SPACE TO FURNACE ROOM, TABLE 6A. CRAWL SPACE VENTS
MUST BE DOUBLED AND BE FIXED OPENINGS PER SEC.6O3 OF THE
1991 UMC-
2' FURNACE INSTALLATION MUST BE TO MANUFACTURERS SPECIFICATIONS.
3) WORKING CLEARANCES IN FRONT OF WATER HEATER AND FURNACE MUST
BE 30".
4I ROUGH GAS PIPE TNSPECTION IS REQUIRED.
5) FINAL INSPECTION FOR CODE COMPLIANCE IS REQUIRED.
fa
Date
Project Application
,roia",*^^.,'6d (b ltu'u,'
Project Descriplion:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
- ,1F
Legal Descriplion: Lol t/]1 , Block
Com menls:
Design Review Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
lf-f
Town Planner Staff Approval
T0r.dN 0F URIL CO14-DEV ID:305-47s-2452 RPR 12'93 9:58 N0.005 p,01I
DRB APPLICATXON - E(EODfN OE VAIL, COLORADO, i::r"t ApR I 2 tgg5DATE APPLICATION RECEIVEDT :ItI'I
DATE OF DRB MEETING:
--_TFs rpprrcerrff ;#"Tilr BE AccEprEDUNTII, AIII RSQUIRED INToBlilATroTr-rs suBuIrrED. **********
o revlesd 914/9L
I.
A.DESCRIFTION:
B.TYPE OF REVIEII:
($200.00) .tlinor Alterarton ($20.00)
>x .Conceprual Roview ($Oy
Nevr Congt,ruction
Addttion ($S0.00)
ZONING:
If property is described bydesqription, please provld6attach to this apptication,
C. ADDRESS: lglFr/I'Arn part-f,L - , ,-D. LEGAL DESCRTpTION; IJoL _?5 Block ., .--T-$ubdivlslon
a meeta and bounds legalon a separate sheeb and
E.
F.
G.
LrOT AREA: If, required,
at.amped Burvey showlng i3it::ll: musr provtde a current
H.
r.
'PmffTi3l;";
?n?_4rr_q7qq , ._
ndonlnlum Approval if applicable:
''^o 3'W( cb, grz B FEEI DBB tgegf as sbown above, are to be pald at,
lgq+ of. ona.appllcar,ion. Lbrer, when
on
fe
Idlng. neirrntrl- please identlfy tfieof the lproposal. The Town -of Vaof the lpropcaccordlng tfee is paid.
NAME OF APPLICANfj,..to" alv" "or-*" nc*am, ,. *Maiting Address : sso FlffiffiF;rnrn. mT,f,rnarn nnqoz
Phone i.03-444-q"ng
'-
.
APPLXCANT' S REPRESENTATIVE :sr+,{,IrT mBITATST- n$c.NAME OFMailtng
NAME OE OgtNER$ I
rrNo .tPPLtCtrrtoN TTLL BE
Vallto the table below, tofee is pa
FEE
$ 20.00
$ s0.00
$100.00
$200 .00
$400.00
$500.00
fX'IRES ONE YEIR AA|IER DfNAII
ISsttED tlfD coNgrRucTroNrs
DNOCESSED flTTHOU! OWNER'S SI€NATURE
r{
I
Eee
ct
0(\
I8
F
INS
CALLER
MON TUES WE ^M(9FRIUR
Fl:il
-lt
READY FOR
LOCATION:
PERMIT NUMBE
--SPECTION REQUEST
/rgwN o
( x (tl,n. ,it
vAlL"*.ic
PLUMBING:
tr UNDEFGROUND
tr ROUGH i D.W.V.
tr ROUGH / WATER
/ STEEL
tr
tr
D
o
tr
tr
FOUNDATI
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION
SHEETROCK
tr POOL i H. TUB
FINAL
ILDING:
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
-
O FINAL
tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
d9.
4
INSPECTOR
I
INSPECTIONl,:
^
,a ,I :'J, 'iyi,:',
REQUEST
,::n
- '
READY FOR
LOCATION:
INSPECTION:
CALLER
N T.V,F!_-)ED THUR
)--i ^ t -----€y,) ,'
E APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
D FOUNDATION / STEEL
D FRAMING
rr ROOF & SHEEF" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL i H. TUB
tr SHEETROCK NAIL o
trtr
tr FINAL '::i E FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
tr
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o
FINAL tr FINAL
DATE INSPECTOR
o o
INSPECTION REQUEST
VAIL . o
5-5qo
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
T"OWN OF
"'72 .' 7,1,
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V,
D ROUGH i WATER
tr FOUNDATION / STEE-
E] FRAMING
,_ ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
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MECHANICAL:
O HEATING
o
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DATE INSPECTOR
I
SPECTI
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REQUESTVAIL'; o
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TION:READY FOR
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BUILDING:
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PLUMBING:
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tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE-
O FRAMING
,._ ROOF & SHEER
" PLYWooD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
''<- /a "-.''NAL -./ , L--.O. Vrrr.rnr_
ELECTRICAL:
tr TEMP, POWER
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tr HEATING
tr EXHAUST HOODS
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(firkeeaoveo
coiRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
D^rE 1." /2 ?hi rNsPEcroR,//-./''----.-'
--
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DATE
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LOCATION:
,'' l/
OJECT
3 JoB NAME
MON
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INSPECTION R
c'it sr;(t
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rPM
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tr ROUGH / WATER
D FOUNDATION / STEEL
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r.r ROOF & SHEER" PLYWOOD NAILING E GAS PIPING
tr INSULATION tr POOL i H. TUB
MECHANICAL:
tr HEATING
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tr SUPPLY AIR
FINAL
tr REINSPECTION REQUIRED
INSPECTOR
t--.)
(.. .,
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JOB NAME
READY FOR
LOCATION:
INSPECTION:
/^.,,tA
/(1ott*ou=o.61.*0,(.r,
tr DISAPPROVED tr REINSPECTION
CORRECTIONS:
/;-ljL
CALLER
TUES W THUR [:,-'
REQUEST
VA?L T I
\d
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BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
E UNDERGROUND
tr ROUGH / D.W,V,
tr ROUGH / WATER
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tr FRAMING
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tr INSULATION N POOL i H. TUB
O SHEETROCK NAIL tr
D
tr FINAL tr FINAL
ELECTRICAL:
B TEMP, POWER
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tr HEATING
tr
tr
tr
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CONDUIT tr SUPPLY AIR
FN^L Fas-T FA9 o FINAL
REQUIRED
ol;:e .\ )-lY ? I rNSPEcroR
-l'-; +Cl
I7
INSPECTION REQUEST
PERMIT NUMBER OF PROJECT
DATE
READY FOR INSPECTION:MON TUES
'-li( L ':, JoB NAME
(t PMMe
LOCATION:
TOWN OF VAlt . r
BUILDING:
O FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
D
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tr FOUNDATION / STEE_
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U INSULATION
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X n
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\\
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o
tr
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CORRECTIONS:
INSPECTOR
14 -- ) /'-''- Y 0 I
PERMIT NU
DATE
READY FOR
LOCATION:
JECT
JOB NAME
CALLER
INSPECTION:MON -TUES WED
':,/ t:' i .- 'i )')1
4/
d* ,\ r,
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr BOUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
r_, ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D
tr
-
tr
POOL i H. TUB
SHEETROCK NAIL
tr
tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
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tr HEATING
tr
tr
o
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
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APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
t / /- /.-) '-l4-V-"7 4DArE / .r' /J TNSPECTOR
t
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JoB NAME
INSPECTION:
PERMIT NUMBER OF PROJECT
M
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CALLER
N .-TUES
I:1i,- 1 {'
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\,i^i ,l)DATE
READY FOR
LOCATION:
it-t
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BUILDING:
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PLUMBING:
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n
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CORRECTIONS:
t?tl ' tr4DATE'l 'r -zINSPECTOR
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DATE
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JOB NAME
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CORRECTIONS:
INSPECTOR
t. | "lL r r '{1 r l -\ ,r.--r\- I i\ \-
r'\T ij,lli-\1.]l
PERMIT NUMBER OF PROJECT
INSPECTION REQUESTfowtl oF vAtt ' '
tr REINSPECTION REQUIRED
t- r-. -'; j )' \.-,'!,) ....- | '-. '
DATE
READY FOR
LOCATION:
INSPEQTION:
NAME
MON
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I
FRI
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CORRECTIONS:
tr DISAPPROVED
BUILDING:PLUMBING:
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tr
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tr
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i, tr'.lt' '
INSPECTION REQUEST- TowN oF vAlt r t *r=PERMIT
DATE
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NUM
CALLER
TUES
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CORRECTIONS:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGFIOUND
tr ROUGH i D.W.V.
tr BOUGH i WATER
D FOUNDATION / STEEL
O FRAMING
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El SHEETROCK NAIL
tr FINAL
MECHANICAL:
O TEMP. POWER tr HEATINGb,d ROUGH -*!- tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
DATE INSPECTOR
| \ -.'
l"
CALLER
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N:
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TOWN OF VA}L r r
---.' JoB NAME
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PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE_
tr FRAMING
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tr INSULATION tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL
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tr TEMP. POWER
MECHANICAL:
tr HEATING
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CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
- -/ ,/'-oerc. ;!//'/-//'' lNSPEcroR
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TOWN oF VAI? I .'ll
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PERMIT NUMBER OF PBOJECT
DATE JOB NAME
READY FOR
LOCATION:
INSPECTION:
CALLER
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C-Lt)
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O FOOTINGS / STEEL
PL
tr
tr
tr
D
tr
tr
UMBING:
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tr D
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tr
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tr -!-
CORRECTIONS:
-1i k
DATE J _ ,.?
TNSPECTOR
.l. :
o
PErNs.F} , .i( ,CTION
TOWN OFPERMITNUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
il,l ' .1 .'r'
REQUESTVAlt r b
JOB NAME
MON
CALLER
TUES THUR FRIY.o AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMTNG , .;-.,+-,.--Ertf ,1 tu,(tr ROUGH / WATER
rr ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL i H. TUB
tr SHEETROCK NAIL o
!D
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
D
tr
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CONDUIT O SUPPLY AIR
tr
tr FINIAL tr FINAL
PROVED tr DISAPPROVED/,\/f I'L ,1 4 / O .z/'INSPECTION REOUIRED
o/<
CORRECTIONS:
f.(
1. 2 , z-z: ,/r'..1 -" ,,';t-'*" 6,^'-f ./ ; "- '/-'r' 'z - -x " ht"',h l'- )
ft),p7 I t)/, /\ t 't',',-< <'. < F: ,ct /-' ' .,, ,t, z f t >;.,/ ,_)
DATE INSPECTOR
,/t:({-,4 1-J(C.-rF
INSPECT REQUEST
VA,[ T r
-,'ON
PERMIT NUMBER OF PROJECT
JOB NAME
READY FOR
LOCATION:
INSPECTION:
TO N
'a..^Jr C 'h a- ,u-'
CALLER
M
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
)FLROUGH / D.w.v.O FOUNDATION i STEEL
(+*rqa
-_. ROOF & SHEER - frnoucH r wATER/-
_fficos PTPNG o,E ;jiYWooD r.rlir-rNc
tr INSULATION tr POOL / H. TUB
D SHEETROCK NAIL o
tr
tr
tr
FINAL FINAL
Okl
a/(,
'a
".*
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
VuEnrtruc 0u ( ?! ftt< . a</\"-" ""-
D EXHAUST HOODStr
tr
tr
ROUGH
CONDUIT D
tr
SUPPLY AIR
tr FJNAL tr FINAL
il-
ET\APPROVED
60hRECTTONS:
tr DISAPPROVED 'ffiewspecroN REeuTRED
O'U /-/Et f/- a .' <t* r
..(
INSPECTOR
-z='-2::;2ft,
PERMIT NUMBER OF PROJECT
INSPECTION REQUEST- TOWN OF VAL | .55-qo
DATE -7 ,: +1 JOB NAME
.'r cALLER
READY FOR
LOCATION:
INSPECTION:TUES WED PMAM
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
D
u
E
!
UMBING:
tr FOUNDATION / STEE-
UNDERGROUND
ROUGH / D.W.V,
ROUGH / WATERtr FRAMING
D
E
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n ptruRl *,-.tr FINAL
ELECTRICAL:MECHANICAL:
TEMP. POWE tr HEATING
,& noucn E
tr
o
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr
tr FINAL tr FINAL
\'Aeenoveo
.-i'tr DISAPPROVED tr REINSPECTION BEQUIRED
COBRECTIONS: '
DATE INSPECTOR
5.n4n il
PERMIT NUMBER OF PROJECT
I r lrorrDATF ,.?, le-< l-l ) JOB NAME
READY FOR
LOCATION:
INSPECTION:
rNstcnoNTOWN OF
REQUEST
VAIL . r
CALLER
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL N FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT B SUPPLY AIR
tr APPROVED
CORBECTIONS:
DISAPPROVED I,E.r REINSPECTION REQUIRED
INSPECTOR
OF,PROJECT
q'/- JoB NAME
READY FOR
LOCATION:
CALLER
INSPECTION:MON TUES
TOWN
REQUESTvAtt { .
)i,{, 7
/^.
WED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
N ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER" PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H, TUB
O SHEETROCK NAIL
tr FINAL
JEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
D SUPPLY AIR
APPROVED -,
PORRECTIONS:
E DISAPPROVED D REINSPECTION REOUIRED
DATE
t^ , 1)//- ,/l ./--INSPECTOR
/i'i
PERMIT NUMBER OF PROJECT
DATE
INSPECTION: MON
JOB NAME
CALLER
TUES WED FRI
INSPECTION REQ-UESTI TOWN OF VAfL T C
THURREADY FOR
LOCATION:'2 (.'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUNO
tr BOUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEE*
tr FRAMING
tr
tr
ROOF & SHEER
PLYWOOD NAILING D GAS PIPING
INSULATION O POOL / H. TUB
tr SHEETROCK NAIL o
tr
tr FINAL O FINAL
ELECTRICAL:
ffren,te. PowER
MECHANICAL:
tr HEATING
O ROUGH tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
tr FINAL O FINAL
,'q'neenoveo _.
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
rNS?ctoN REeuEsr
TOWN OF VAfL + v
READY FOR
LOCATION:
INSPECTION:
I NAME
MON
CALLER
TU WED THUR
,L-
PERMIT NU
BUILDING:
E FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
D ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAI/ING
- ROOF & SHEER:- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL i H. TUB
D SHEETROCK NAIL o
o
o rtrueL I tr FINAL
ELECTRICAL:MECHANICAL:
EMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED E REINSPECTION REQUIBED
I a.
I
INSPECTOR
rNstctoN REeuEsr
TOWN O tr
t )a.'eL,-B NAME
INSPECTION:MON
CALLER
READY FOR
LOCATION:
TU
.€/nppnovEo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIREDIItt
PERMIT NUMBER OF PBOJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDEHGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r.1 ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING -
fI INSULATION tr POOL / H. TUB
D SHEETROCK NAIL
O FINAL E FINAL
O HEATING
tr EXHAUST HOODS
tr foNDUlr tr SUPPLY AIR
T] FINAL O FINAL
DATE INSPECTOR
RiFsxop
5 ,qD
PERMIT NUMBER OF PROJECT
DATE
INSPECTION:
JOB NAME
TOryN oF vAll- r r.- 'K( vr/+a
READY FOR
LOCATION:
rNstcnoN REeuEsr
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
ROOF & SHEER
PTYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
D FINAL
O HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr FINAL E FINAL
tr APPROVED
CORRECTIONS:
DISAPPROVED REINSPECTION REOUIRED
hfrisnop
0 4 t L1 1DATE /'z/-/-1 |NSPECTOR
;5{o ,*;t"toN REeuEsr
TOW OF VAt- lr r/tU t. (4 t t"^r, 11/ / /6/4 Z-- JoB NAME
PERMIT NUMBER OF-PROJECT
READY FOR
LOCATION:
INSPECTION:
BUILDING:
O FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
UMBING:
O FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERO FRAMING
rr ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULA TION POOL / H. TUB
trSH K
X
tr FINAL FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
B
tr
tr
tr
ROUGH tr
tr
tr
tr
EXHAUST HOODS
CONDUIT SUPPLY AIR
FINAL,/FINAL
'ffioveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIQNS:
,^r= 7/4,/q2- rNSPEcroR
ffisxor
'/.. "./ 1,'
INSPECTION REQUEST
TOWj! OF VAIL * r
t61l ,:,1 -,,4 , / lra t "<t
taua /rar ,'F
DATE
INSPECTION:
CALLER
MON TUES WED PM
.a
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
D
tr
tr
tr
UMBING:
p-rouruonroN / srEEL
UNDERGROUND
ROUGH / D.W.V,
ROUGH / WATERtr FRAMING
tr ROOF & SHEER
PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H. TUB
NAIL
tr FINAL
tr
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr
o
CONDUIT
-
tr
D.
SUPPLY AIR
tr Frr{AL tr FINAL
?Kpaoveo O DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
t
INSPECTION'f )'/t)
PERMIT NUMBER OF PRoJEcT
t-..,4t
INSPECTION:
REQUESTVAlt ) r
DATE
,', l' ,rl tit^
TOWN OF
it .t )'i '.,)JOB NAME
MON
CALLER
TUES WED
t?'.t /;./,, t
rHun (.rni i PMAMREADY FOR
LOCATION:- /p1-v/''q-1.,., .;4
' a./ I '' .'. '' :
BUILDING:
tr FOOTINGS
ET FOUNDATI
D FRAMING
/ STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATER
oN/srEEL /tt"y' '/ 'i''"
tr
D
tr
tr
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr
tr
SUPPLY AIR
tr FINAL O FINAL
frffi"^oueo O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
,^r, K/zx/r z- rNSPEcroR
*t
INSPEC
/i, r/
roNNOF
/ l.l
REQUESTvAlr !"
JOB NAME
READT FOR
rocnitott,
INSPECTION:
CALLER
TUES WE THUR
NUMBER OF PROJECT
BUILDING:
droorrrucs
tr FOUNDATI
tr FRAMING
/' -t
'-/ " \ pLUMBING:
/ srEEL ( I f'- ,' o ,NDERGR.,ND
ON / STEEL D ROUGH / D.W.V.
tr ROUGH / WATER
tr
tr
tr
o
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION tr POOL / H, TUB
SHEETROCK NAIL tr
!
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
D
D
ROUGH D EXHAUST HOODS
CONDUIT tr
tr
SUPPLY AIR
tr FINAL tr FINAL
-l gffiRovi tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
o
DRB.APPI,ICAIION - TOWN OF VATL,
DATE APPLICATION RECEIVED :
DATE OF DRB MEETING:
**********
THTS APPLICATION WILL NOT BE ACCEPIED
'JNTIL AIL REQUTRED INFORMATION TS SUBMTITED
******i***
PROJECT ]NFORMATION:
I r"lrt"ed 9/a/9L
COLORADO
f,IC'D FEB 0 3 1992
DESCRIPTION:
B.- TYPE OF REVIEW:jp*.,^r conscrucrion (s200. OO)
C.
D.
Addition ($50.00)
ADDRESS:
LEGAL DESCR.IPTION:
Subdivisi on
ZONING:
LOT AREA: If required,
Stamped survey shovring
Minor Alteration ($20.00)
Conceptual- Review ($0)
6t67
rt
oo
If property is described bydescription, please provideattach to this application.
a meets and bounds lega1on a separate sheet and
NAI.IE OF APPLICANT:Mailing ACdress:
NAME OF APPLICAN
AcCress:MaiIin
NAUE OF OWNERS:
STGNATURE (S) :
l"la i Irng Aodress:
VALUATIONs 0 - $ 10,000s 10,001 - S 50,000s 50,001 - s 150,000s150,001 - $ 500,000s500,001 - S1,000,000$ over s1/ 000,000
STARIED.
**NO APPI.,ICAIION WILL BE
appJ. i c ant
'I nf erar
Phone
0702
PRESENTATIVE:
Phone20b
'S
Phone
J.
K.
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at ,Iqthe time of submitta| of DRB application. r-,'ariei, -rr,un
^J s$'applying for a building permit, please identify tfre "-" 'l't0"accurate vaLuation of the proposal. The town 6f vail A,l, *b"wilr adju6t. the fee according to rhe tabre below, ;;' qtl.,p?"ensure the correct fee is paid. ^ ^-' t a r -tF I
FEE scHEpuLE: FEE pa:.:o, S2OO,8
'v ("
FEEi zu -
Cl nn
00
0c
00
* DESIGN REVIEW BOARD APPROVAI EXPIRESAPPROVAI, UNLESS A BUILDING PERMIT IS
ONE YEAR AT'TER FINAI
TSSUED A}TD CONSTRUCTION IS
PROCESSED WITI{OUT OWNER/ S SIGNAIURX
Bl ock
LEGAL DEscRrPTroN: Lot 29 Block
,J,FilingwTCtl
al
fro
1
MY
VCE
h:-e,:-,
rxistinq/ Proposed.- 77
DATE:
ADDRESS:
0'riNER
ARCH I TECT
ZONE DISTRICT
PROPOSED USE
**LOT SrZE
Llo i rrh l-
't a\r t | (-RF A
Secordarv GRFA 1666,h qzs
Setbacks Front
S i-de s
Rear
water Course Setback
qi{_6 a/1\rar.=.ra,v_v:rv
Landscapin s 6b%
Retaining WaII Heights
Parking
Garage Credit
Drive:
Vi-evr Corridor Encroachment :
Environmenta I /Hazards :
ZONE CHECK
FOR
SFR/ R/ R P/S ZONE DISTRICTS
HONE
rlLJI,\E
q4al
Al l owed
(30) (33)
Total
a-
+'7+r_
21c0
n01t?'?''-Tm
-4+N.A.
2$z-
ll,tr9 I
Z=eU'
6
4gtb _
Primary IltEA LLfu+ 425 =ZA04,O
= zon.+
20'
15'
15'
(30) (s0)
7472
lot?-q'l
?t /6t
tln"q'o
wr
VM
-;l 1v4,5 s.F,(300) (60o) (eoo)lL
permitted slope 83 Actua} slope 07"
Date approved by Town Engineer:
No fi?NA ???Yes-
1) FIood Plain
2\ pFr.pnr s.nne gLV&+ DtrlUe -- 24,h/o
-t
3) Geologic Hazardsa) Snow Avafanche
b) Rockfall-
c) Debris Flow N O4) Wetlands N-tl
Previous conditions of approval (check property f ife) : M?illB
Does Lhis request invol"ve a 250 Addition? NIOHow rnuch of Lhe allowed 250 Addition is useE-TIIEEis request? NAla
**Note: Under Sections 18.12.090 (B) and 18.13.080 (B) of the Municipal
Code, lots zoned Two Family and PrimarylSecondary which are Iess than
15,000 sq. ft. in area may not consLruct a second dwelling unit. The
Communit.y Development Department may grant an exception to thisrestri.ction provided the applicant meets the criteria set forth under
Sections 18.12.090 (B) and 18.13.080 (B) of the Municipal Code includi-ng
permanently restricting the unit, as a long-term rentaL unit for ful]-
time employees of the Upper Eag1e Va11ey.
Ph'Tcl+ DRI
10
\-
}JA.I.4E OF PROJECT:
T,T qT OF MATERTAT,S
LEGAL DESCRIPTIoN: Lor2P e
STREET ADDRESS:
DESCRIPTION OF PROJECT:
UBDIVISION@
PRIV
The following informat.ion is
Revierv Board before a final
4.. BUILDING I'IATERIALS :
Roof
Sicirng
Otrher WaLL Materia.Is
Fasc i a
Soffits
tlindows
Windovr Trim
Doors
DOOr I rrm
Hand or Deck Rails
I -tUeS
Flashrngs
Chimney s
Trash Enc l- osu re s
Greenhouses
Orher
ts.LANDSCAPING: Name of
for submittal to the Design
nrn lro aYi \rart'
MATERIAL COLOR
r orrr li rad
approval
TYPE OF
WN
WNwt*trg
Flocirrnor.
Phone :
1%tE
EXISTING TREES TO
BE REI,IOVED
PLANT MATBRIALS: Botanical- Name Common Name Ouantity Size*
pF.oposED rREES fieEa--Pv-N-E+t5 - coLTJPRVE
' -IaAr'
PoPuuuS -reemuLz]u,EJ -hs?EN lO zlaLtpa?
popvurl_-fBE&uLU!PEN Zl| CALr??R
xtto n!n!!at w -REes--
ezl..rwDsc-iTpe_ e?/Yn.t)
*Indicate caliper for deciduous trees. Minimum caliper for
deciduous trees is 2 inches. Indicate height for coniferoustrees. Minimum hei<rht for coniferous trees is 5 feet.
Common Name Ouant i-ty
PLANr narenr]:
PROPOSED SHRUBS
ouantity Size*
EXISTING SHRUBS
TO BE REMOVED
*Tnr{in:f o qi zo
E arr'l Inni<-----J-=-=-=-:i
GROUND COVERS
qnn
SEED
TYPE
TYPE OR METHOD OF
EROSION CONTROL.
of proposed shrubs
-:--r--E:Square Footaqe
lo -Zez+u
JuurSeEr2E> Dv??hLo la E--An-
6!{N?^-" / $vNtPzF'
Minimum size of shrubs is
NONF-
Chn kOlr Vrv e &e*E
vF- htlD
5.F +
EN YtRA.
W
w the number of fixtures and focations on a separate
hf i nrr nlen T.lonf ifr; o:nlr f i r'f rrro fram f ho 1inhrina nlrn..Lr.rY Pr"qrr ! J"!y Eo\-.r !-r.-r(-L.r!(, r r \./rr Lrrs r.!YrrLrrrY lJ-rorrthe list bel-ow and provide the wattage, height above
do :nr] l- irna .rf I i ^hl- ^r^^^F^.lLrvPc \., ! r.L9rrL PrvPv.>s\,..
Le-s
JELT,a L
I
Y
D,OTHER LANDSCAPE FEATURES (retaining wal-ls, fences, swimmingpools, et.c.) PLease specify. Indicate heights of retainingwaLls. Maximum height of walls withj-n the front setback is3 feet.. Maximum height of walls elsewhere on the propertyis 6 feet.
Botanical Name
Zwe,
OF IRRIGATION
'\
\'l
ho
rY
n
N
.rH| :t ,!J ,*,l,u*..r EER',., uiii O PFGE.EET
-l': -.-Y-"--- ""
f.-F i -F-r--{--F c-+--+-r-t- i-a--F--}--+- 6;;+t *-r--*+r- E-+-+-{-F + i-+ll-
.n:i.
s (
f':-1
lrrnr r,agarto* yr-^rF'rrorrt
suBD lVi S rCN
,.loB
toT
N,LVE
F,t.naI{
\ r\r\ E ii (: a
U,s. West, Comrnunications
1-800-922-r 9g?
468-6850 or 949-4530
Publlc Service ComPanY
94 9-5761
cary HaIl
HoIy Cross Electric Assoc.
949-5892
Ted Husl:y,/l'tlchael LavertY
Heritage Cablevision T.v.
94 9-5530
Steve HiatL
Upper Ea91e VaIleY waLer- I SanitaLion District *
475-7480.
Fred Haslee
N0TE: 1'
* Please bring
obuaining UPPer
flow needs must
This form i.s to verify service availablllty and.
]oca:ion. Tiiis shoulb be used in con junctlon vrith
pi"paring a ut,ility plan and scheduling
instalJations.
For any new constrr:cl,ion proposal, the applicant
*u"c-piouiOe a comPleted urifity verificatlon
form.
If a utillty company has concerns with the
Droposed construction, the utilicy representative
;;;;ia note direcily on the uLility verificatton
form chaL tirere is I problen which needs bo be
iesolvecl . If itre issue is selarively complicated,
ii-inoufo be spelled out in deta'iI in an attached
iet.t". to the Town of Vail' However' please keep
i"-*r,",0-init it is the responsibllitv of the
utilrty cornpany and owner to resolve identlfled
problems.
If the utility verification form has signatures
iio. eacn ot lne uttlity companies' and no
""^*.n1"- uie maOe direct ly on Lhe fornl the Town
;iii-;;;s;me that there aie tro probrems and that
the development can Proceeq'
These verifications do not relieve the contractor
FIL]NG
The location and avallability of utlIig!esr wheeher ghey-be.maln
crunk 1ine.s or proposed Itnei/ mus! be approved and verifled by
ine fotlowing uLifities for t'he accompanylnq site pran'
.Drtq
oi nis responstbilitv to oblain a "!I:9: !:r::.;'; ?;;;-;;;-iown'ot VaiI, Department of Pubric
L,,e I lll.t- u r r ur{(...-*^^^'^-^' ,i- ,'f i1ir1t 1.\aAf i.\ns hcfofctfcrks a::d t-o obEalIl uLr'rrLv .rv.-o u r Y jje----s-:-':-lul-:
di.qqino ln anv ruElq rr.gir,c.1f ,11I.:t,:"::l*:'ti=ffi"-"''r-virii. e buiidinq pprmic,tF 49!;1i,
:;;.'";";.,;..-"u;;ii. -A streer c"t permiL must be
oU{a:"nea separatelY,
a site pIan, floor plan, and elevatiorrs when
Eagl.e VaIley water & Sanitation signatures' Fire
be addressed.
,a, R L,t /:t r\T..-." f,' -.r- E I1 :=,
urrl{JTI LoC.ATION VERTqTCATION
sutsDrvrsron VA.tu PaTtrd P*Tdt
JOB Nr\'iE
Lcr Z.E --I J,IJ ! l\ \l
tlon and availabillty of uEilities, whether they be main
nes or proposed lines, rnust be approved and verified by
owing utilities for lhe accompanying site plan.
Authorized Si.qnature Date
P r-r ::-
LiDDRES-C
The ]ocairunk 1i
the foll
U. S. llest Cornmunicatlons
^ ...| ,l A .}.'I-dvv->zz-LJo t
468-6A50 or 949-4530
PubI !c Service CornPanY
949-5781
Gary Ha11
H.|l v c-css E l ecL ric AssOC,.rvrJ
vttv-)oYz
Ted HuskY/MichaeI LavertY
tieriuage Cable'risicn T .V.
94 9-s530
Steve iiiatc
Upper Eagle ValleY ylater
e Sanlualion Dlstrict *
4'7 6-'t 480 ,
Freo Haslee
NOTE: 1.This forrn is to verify service availability and.
Iocation. This shoulii be used in conjunction with
preparing a utility pLan and scheduling
insLallations.
For any new. constructiorr proposal, tbe.applicant
*r-rit p?orride a cornpleted utirity verificatlon
form. .
If a utiliLy company has concerns with the
proposed constru-cuion, the utili:y representl!lve'snoi:fa note directly on the ut'iIity verification
form Lhat there is a problem which needs to be
ieiofrreC. rf the issue is relativeJy compllcatedr
ii-ilourA be spelled out in detail in an attached
ietter lo the town of Vail' However, please keep
in mind thaL it is the responsibility of the
ut.ility company and owner to resoi've identified
problerns.
If the utiliEy verification form has signatures
irom eaclr of Lne utility companies, and no
co^ments are rnade direcily ort the formt the Town
*ifi pt"tume that there are no problems and that
the development can proceed.
These veriflcations do not relieve Lhe conLract'or
of his responsibility to obtain a street cut
;;;ia i'"* tn. lown o{-Y3i1: Dgll?llT"ll-::^n'bri"
;.1;rk" and to obt.g"in utilitl'- locations before
4.iqqinq in any p'-ruf ic iight-of -:t31, :t.,:"::1":t
J.
tlle*ffi;" or viii ' A-buildirrq pqrmit i's not 3
stieei ivi permit. -A streer. cut permir muEt be
obtained seParat e l Y '
r please brlng a site pIan, floor plan, and elevaLlons when
obbaining Upper eagle varre!' l'laLer c Sanitation signalures ' Fire
flow needs must be adclressec'
BLOCK
-rHH-J:-':i:tt:l::''lllJ:Hr-lLYt-.l"iLl!'rELht--t'.'HlLlELlll-l:'lD:i-'Jq--r-d:'t'F-r B{414 F'L-13 __='.--
SUBDTVISION
The ]ocatj.on and availabllity of utilttles, vihether uhey be nalntrunk llnes or propo.sed J.lnes, must be approved and verifled bythe followlng ueillties for Ehe accompanylng site plan
tu5
I,OT
ItAt45
.r*jLr.\11)J
U,S. West ConrmunicaCi.ons
468-5850 or 949-4530
Public Service Company
949-5?81
Gary Hall
2 E. BLocK F I LING
Auchgrized Slqnature Dgte
l- 29-ez
Upper EagIe VaIIey Water
& Sanltation Dlst,rict *
47 6-'1480 .
Fred iiaslee
hlarT tr .t,This form 1s to verlfy service availabllity andIocatlon. Thls should be used 1n conjunctlon wi.thpreparing a uUility plan and ochedullnglnsuallaeions.
For any new constructlon proposal, the applicant
musg provide a completed utillty veriflcation
i:
If a ut.illty company has concerns wlth theproposed consLruction, the utility representatlveshould note direcEly on the urility verlflcationform that there is a problem which needs to beresolved. If the lssue is relaLlvely compllcatsdrit should be spelled out jn detail 1n an attachodleEEer Lo the Town of Vall, However, please keepin mind that lt, ls the responsibillty of Eheutillt,y conpany and owner to resolve identlfJedproblems.
If the utllity verj.ficatlon form has signaturesfrom each of the utility companies, and no
cotnmenLs are made directly on the form, the Townwill presume that there are no problemi and thatthe developmenc can proceed.
These verlflcations do not relleve tho contract.orof his responslblllty to obtaln a street cutpermit from the Town of VaiI, Department. of publlc
ryg.kf and to obta{4..::S!f!rv location.t heforedlqqinq in any publlc righ!-of-way or easenent 1nthe Town of VaiI. 4.bulldlnq permi.i is not aqlree$ cut perml[,, A street cut permlt must beobtalned separately
* Please bring a site plan, floor planl and elevations whenobt,aining upper Eagre Varrey }laler & sanitation eignaturee. Flreflow needs must be addressed.
Holy Cross Electric
949-5892
Ted Husky/l'lichael
tlericage Cablevision
e4 9-5530Steve Hiatt
Assoc.
LJaverty
T\7
riEf.lT EY: gr.'L-]f l f,L"lLr:lEA[iL-]1-E,l-93 D9: SErll l
urI Lrl_!_!ocATIOtr vEnIF ICA
,
1f,9!!1r3E5 tl .?
slrB'rvls to* VAlt- POTxro P*T4
ic3
LOT BLOCK r MIiu
The loca
Lrunk Ilthe foll
U. S , Wes
1-800-92
468-6860
tlon and availability of u!lIlties, tvhethenes or proposed lines, must be approved an
owing utillties for the acconpanying site
Authof i zed S j.qnatur-e.
t Cornmunicallons
z-LY6 tor 94 9-4530
Dat e
l'd cl'vz
proposal, Lhe applicantutility verlficatlon
r they bed verified
plan.
main
by
PubIic. Service Company
919-5? 81
Gary ltaII
Holy Cross Elect ric Assoc.
vqY-cdvz
Ted Husky/Mlchael Lavert,y
lier!tage Cabl.evision T.V.y.ty-55JU
Stcr*er-ltfrgt ft1 rr c E C' r't n r
Upper EagIe VaIley }later
6, Sanitation District *
47 6-7 480 .Ired Hasl-ee
l.roTE:This form ls co ver!fy service avallability and]ocacion. This should be used 1n conjunctlon withpreparing a ucility plan and schedulinginsE.aIlacions.
For anl' new construction
rnust provlde a completed
f orrn.
If a utjlicy company has corrcerns wlth theproposed construction, the utility representativeshould note cllrectly on the utility verificatlonforn thai there is a problem vrhlch needs to beresolveci, If the issue 1s reLatively cornplicaLed,it should be spelled ouE ln detail in an attachedletter to the Town of Vall. liowever, please keepin mind that it ls rhe responslbiltry of theutLlity company and owner to resolve ldentifledproblems.
If the utility vertfication form has slgnatulesfrom each of the utility companles, and no
comments are made directly on the form, the TownwiII presume that there are no problerns and that
t,he development ean proceeci.
These verlficatlons do noi relleve the contractorof his responsibiliry ro obtaln a st.reeU cutpermlt from !ne Town of Vai1, Department of public!;orks anci to c.'btain rriilit-'r..1 ocations beSore
EfSlS.i_!.g. i;r an5'publiC righL-of-way or ea6emenr, in
rh^ n^',a .\a rt5:1rlt= r \.rwll \,: v6I+ .
el- rool- nrr't- rrr. rm i t
obtained separaLely
i P.l.ease bring a site plan, floor plan, ancl elevarlons whenobtaining Upper Eagle VaIley tJater 6 Sanitation signatures. FirefLow needs must be addressed.
be
nq Dermit i
A sLreet cuL pernriL musL
o
^^.1^.,, iltnru2/fr1
DATE OF PUBLIC HEARING
O a /,- /,?- ).t-,J
s
PROJECT:
DATE SUBMITTED!
COMMENTS NEEDED
BRIEF DESCRIPTION OF PROPOSAL:
PUBLIC I{ORXS
Revlewed by:
comnents 3
/lfu) /,th*< 1' /r" f!#' ;Lf,'L*,
i i t"
Date:
Date:
Date:
!
POLICE DEPARTMENT
Revlewed by:
connents!
BECREATION DEPARTMENT
Revlewed by:
comments:
Reviewed by:
revleed 3/LL/9L
Date:
o
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JOB NAI'IE
Lor 29 BLOCK F ILI NG
ADDRE S S
The locatj-on and availabj-Iity of utilities, vrhether they be maintrunk lines or proposed lines, nust be approved and verified bythe following utilities for the accompanying site p1an.
Authorized Siqnature DaLe
U. S. West. Cornmunications
r-avu-Yzz-It6 t
468-6860 or 949-4530
PubIii; Service Company
94 9-5781
Gary HaIl
HoIy Cross Electric Assoc.
949-s892
Ted Husky,/Michael Laverty
Heritage Cablevision T.V.
94 9-ss30
Steve Hiatt
Upper EagIe Valley Water
& Sanitation District *
416-'t 480 .
Fred Haslee
NOTE:
* Please bring
obtaining Upper
fLow needs must.
\ t^/"<tf.sl,,.I \-{e* *tr , $"\e"{ Se.
q*d\.\\"os* \ t;$l) due I
This form is to verify service availability and
location. This should be used in conjunction withpreparing a utility plan and scheduling
.i-^..^11-F.i^-^ITIJLcrJ]4LIIJIID.
for any new construction proposal, the applicant
must provide a completed utility verification
forn.
If a utility company has concerns with the
proposed construction, the uLilitry representative
should note directly on the utility verification
form that there is a problem which needs to beresolved. If the issue is rel-atively complicated,
it s;rou1d be spelled out in det.ail in an attached
letier to the iown of VaiL However, please keep
i.n rnind rhac it is the responsibility of the
utility cornpany and owner i'o resolve idencified
nrnh ) omc
If the utility verification form has signatures
from each of lhe utility companies, and no
comments are made directly on the form, the Town
will presume that Lhere are no problems and that
the development can proceed.
These verifications do not relieve the contractor
of hj.s responsibility to obtain a street cutpermit from the Town of Vail, Department of Public
Works and to obtain utilitv locations before
diqqinq in any public right-of-way or easemenL inthe Town of Vail. A buildinq permit is not a
street cuE permiL. A street cut permit must be
obtained separately.
a site p1an, floor p1an, and elevations when
EagJ.e vaIley water & Sanitation signatures. Fire
be addressed.
a o
Uppen Eecle Vnuley coHsot-toereo oril rn\AA
SerutrartoH Dtsrntcr I/ 0\'t
8aB FOaEST aOrO. VAIL. COLOBAOO 81657
(303) .7€.7.8o. FAX (3o3) ,.76'4049
.lanuary 29, L992
Mr. Ken Dabbs
Az'mon - Dabbs Arch.i tects
158 Filimore Street, Suite 2O5
Denver, coLorado 80206
RE: Lot 25, Block 1, Vaii ?otatoe Patch Subdivision
Dear Mr. Dabbs:
As pe!' our phone conversation today. I am sending you a copy of the'
above described location. I have arso inc.luded a signed copy of
the "iitl1it1r Location verification" sheet from the Town of vail.
?iease note that there :s a water stubout fee due for Lot 25 '
?iease inforn lrour ciients that the stated amount of $2,3o5'5? is
due in adaition to tire yet to be assessed water and sewer tap fees.
i have attached copies of the "Notice of Encumbrance" for your
review.
If you have any questions piease contact me.
S:ncerelv,
\"-0. \. fto-uLas
Frec S. Iias -i ee
Reguiations Acimini s t:at or
cc : Lesl ie Al len
Custo)ne:' Fi le
MANAoER FoR TlrE FoLLowtNo WATER OtstRtcra:
AFROWHEAO METFO WATEF . gEAvER CaEEK METRO wATER. SEBFY CBEEK METFIO WATEB
EAOLE.VAIL ME FO WATER . EOWARDS METFO WA'EB. LAKE CFEEK MEAOOWS WATER
UPPER EAGLE REGIONAL WATER AUTHORITY . VAIL VALLEY CONSOLIOATED WATER N
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I'l ]r", REsoLUrroN AND^NorrcE o, k****.u "i
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uppER EAGLE vArLEy .o*rorli'oruD sANrrArro* orrroi.? il--erdedra lz3\BtvArL vA'LEy .o"roriillruD wArER DrsrRrcr
*rr X;Hll'rjni'1oT oF vArL ("rown'; paved Llonsridge and val pocacoe parch Roadsne sunmer of l9g9: and
WHEREAS, the Town requested thatreceive sewer and "..".-"i"i.;;; :;";: l:i:t :? paving, all lots adjacent rherecoand _--- water stuboucs so as to arroia "xcurlir.rl ",ra.ing of the asphalt;
WHEREAS r s€Va!&1 options existedand water ".uuour"-Jo* ;;:;;;:.;::lt?l.,f"i^::comprishing che consrruccion or sewerf:l:::i ;1,;;;;;:;..;,:::l:l;.i::""{i,l,l:::; ;i:Ijjl! ii,..,,n or,_if"ri.i, o,oetow; and eprrons were rnore expensive arr"" liiJii"a
WHEREAS, UPPER EAGLE VAILEY CONSOLTDATED SANITATION D;;ff ;.ff ili:'.:; :r:.;:"i. :"ff j:F:;: *:. #J:: #iL T#l,,. il!'r.ro::f 0"""
_
WHEREAS, vArL vALLEy coNsoLrDATED TJATFp ^r"..",^--,--*___".."
t ""'to the area and .;.;;;-.'; ;"#;';i:i,::t:l DrsrRrcr ("VVcr,rD',; supplies warer servlcecharge i;;-";;.;"ifil0."'j.'lr":::"1::::le.r" "".'i.']".'.iJ' srubouE improveurenEs and
NOI"I THEREFORE.
irl':":i.:h*iii':i':ii liiEl'3,':l :ff ?:iii,:i,';:::';:" .r ,he uEvcsD and ,he(r) ana :z-rliodo"r:i :.t: District, 'o.:.speciricair;-i;"i;r:;;";;;ort:i:iiljr.?r,r., \o,r, (cJ and (d) as anended, "na Cni-rr_ 35_402 (l) (f):' ll;r|l::jtl. It:9: rhe cosE or each !,arer and see,;;;;;;-;;."1":;:;:::.30';:,:i;,,;;,;li-i*i,j;jj:;.'i.;ff1;,i"^inli.jliju
2. The owners, :r," "o,.-iro:.jl:.:.i;r:|i1i"5, and hereby are, .' :t".p,oi",ty, or nor-il;;;1;1,:,;r:;f:F";."i*"::ff::i:"i:i:;ilj.ir'"
3. ;r:T:::;-""'" "on"".,"'ui ipon rhe p'op;.;;."'ition of """1-""'"i1.
againsc "'litil."l""ottrii"i,l"ttLce
a Nocice or Encum
passed chis ;ri{g
mounts scated t" ;;liilte'and shalL be recorded
sn.nttliior"r;!ilt6f;: dav of i)r.,'-.''''1,r,,' , le8e by rhe uppER E,
...r | . .
_,__-__-..4r_- _- _- ur Lrrc urf EK EAGLE vALLEy coNsoLIDATED
tr. .
UPPER EAGLE VALLEY CONSOLIDATEDSANITATION DISTRICT
I (98.4l.) r
crecarytanc)
h
DISTS,ICT
is tan!Secre tary
(2)
!o!_1!, Block I Fo.L a-B-lo etots6Br (u*c\.h.tr.) tr.A -
Loc 24, Block I
f#.:,.ffi ;
r " -= - _/----,, -- ---=_? r 44 _a\
-,_.L 14\
a
LOT/BLOCK/FILING
Vail Potatoe patch
SEWER
STUBOUT
WATER
QTTIPNTIT
1 Q71 '7r
1,649.7r
TOTAL
ACTUAI.
, COST
---\ //--\ .ir-rs--jt";Fi" P*,
VaiI Potatoe
Lot 30, Block IVail Pocacoe parch
Lot 31, Block IVail Potatoe pacch
Loc 34, Block I Qo.\ tt-t\ -io cKa
.{o t}* ev*\
L-::s, s7 |
C"
L,? r-2.7L
1,649 .7 |
slq,'a ( h.ks Lo<.,\:rb.re\-\ tr r{.
.l-t
Nicholas Lampiris, Ph.D.
CONSULTING GEOLOGIST,
0185 INGERSOLL LANE
srLT, coLoRAoo 81652
(303)963.3600 (24 HOURS) '
January 27, 1992
Itenneth lrl. Dabbs
158 Fillmore, Suite 3O5
Denver CO 8()306
RE: Rockfall Evaluationr Lot 35, flotato Fabch liubdivieion
Dear l"lr. Dabbs:
I vi sii ted the I of ag ref erenced above at yor-tr reqnest to eval lteite
the rock f aI l potenti al f orEhe proposed dupl ex at the nortlr end
o{ the lot. This is a duplex with a common driveway\garage area
on the north side of the building.
My findings are that the building is in the existing high rock
fall haaard as mapped by rne for the Town o{ Vail. in 1?84. It is
my opinion that the proposed duplex is in a geological ly
sengitive area bert the development does not i ncrease the hazard
to other property or structutros, or to publ i c bui L di ngr nrighte-of*way, roads, streets, easement*, utill'bies or facilities
or other properties o{ any kind.
There are some homes on the hi l l si rle above thi s si.te whi ch wi l i
tencl to shi el d the sLrb-ject si te eomewhat {rom rock 'f;I1 . '1"hi 6
haeard iei not a {requrent occLrrrence; nevertheless,, Il recommend
whatever mitigation, such as berrning or walLs i.n the front o{ the
duplex, which is appropriate to the overall plan. One good
feature is that a non-living spaceo the garaget is in the {ront(utphill) portion o{ both propoged units.
If you decide to proceecl with sorne type of mitigation, contact me
and I can help with the design concept. If there are other
questions please do not hesitate tp contact me.
$i ncerel y,
,..,. / t. ' ' -/ -{
'"(n !.-,f.1 --'r -^.7 +4
Nicholas Larnpiris
Con*ulting Geologist
,r"J, r)fiL2/fi
s'
lo/ 25,6/ru. /, fa>hb p, +-t
7 73 Pah/o fttl go.
comnentB: | / (
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8Z ul ct\ u'^o-* uf s2- .
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tl
n4 J' " 1o l*- erledA i p - t ,- L:- W7d""'1
40<.;r d ri,,,*-FTRE DEPARTHENT
BRIEF DESCRIPTION OF PROPOSAIJ:
PROJECT:
DATE SUBHITTEDS
COMIIENTS NEEDED
,Q.,
oDArF r.gL-PYBLT c HEARTNG
Date:
ltu)/h4<
Revlewed by:
Comnents:
.l. n tz-)
/u1y,r -l-,rl
O '{h!,L[,t .
oC J;
Comnents:
RECREATION DEPARTMENT
Revlewed by:
Conmentg!
,. .-! rn .v-'.-
cu .1-,r?b. $nu
( ct r.'5< -J'Jv,
/ ACrec; \1''\-
Date:
tl ILf I r-,-1Crz_ cJ-r'aU\_
6S t^;-af
inbrt*I:7 *JL,---
ttJz-) {: " L.-
:ct "4"
revlged 3/tt/9L
Date:
o
ABCHITECTS LETTEM @F'TMANSMOTTAL
ttrDFEB 0?1992
ARMON /DABBS
I58 FILLMORE
OENVER ,.COLORAOO(303) 399 0280. FAX
TOi-
Taz^:lt;- ot VXt-
sulrE 20s
80206
(303 ) 399-O28s
VNvrb
GENT{-EMEN;
AGsT
vou {rnacnoo
O PrinF
.WE ARE SENDING
' O Shop drawingr
ttCopy o! .tetrct
O Und:r srPrt!t! covcr Yia
O Planr
. O Chrn3o ordor tr
THESE ARE TRANSMTTTEO !s choclcd
. D Fot rPptoval
. 0 Fgr. Your usr '
'O Ar tcqucrtod
d for rovlcw lnd commrnl
tr toR Blos ouE
I
REMARKS
E Approvrd tubmittad
Q Approvgd u notcd
E Rcturncd lor cotrcctiont
. O Rcsubmil-copicr lor apiroval
O Submit
-
clpler for dtstributlon
O Rctutn
-correctcd
printr
TI
19- tr PNTNTS RETURNEO AFTER LOAN TO US
-2.7;nz l""qwL:-I-^D-LE,
I
-d? 2E -EL4- :Etu-?diat+o Flgtrgr+
lhr lollowln8 ltcmr:
O Sampl*O Specirlcationl
coFr T0
SIGNEO:
ARMON/DABBS
I58. FILLMORE
OENVER , COLORAOO(303) 399 0280. . FAX
TO:
Th;ulr oF Vxu-
you ,I(,ltracrroo o Undcr rcp!t.t. coYcr vir
ss rlo 3 $s2
LETirEm @F' TmANSm 0TTA'L
--f .E .-z __)l_lqpt
^""""" L4g6sg'1
"'.LoT
"E . g^x- J'-llrr- 6rxe 7p7r-.H
Ltfrc tottowing ttcms:
Xpt.nt O Samplcr Spccillcalioni '
ARCHITECTS
sulrE 20s
80206
13931 399.9e85
v*tt_ ,4.o at6e7
GENTI.EMEN:
WE ARE SENOTNG
O Shop dtawinSt
E CoPY o, lettlt
THESE
E Prints
.El Chrngo otdor
Xro, .po-",
: O Fcr yout utr
'O Ar rcqucstcd
!s choclcd beloYi:
O R rrubmil-copicr for approval
O. Submit
-
coplu lor dl.stribuUon
El Rciutn
-corrcctsd
prihlg
. O for rcvicw lnd commrnt O
. O FOR EIOS OUE 19- O PRINTS RETURNEO AFTER LOAN IO US
O Approvcd .r rubmitted
O Approvcd !t notrd
E Rctu|nod lot corroctiont
ARE TRANSMITTTO
Project Application
Proiect Name:
Proiect Description:
Coniacl Person and Phone
Owner. Address and Phone:
2Jj5 02do
Architect. Address and Phone:
Design Review Board
Date
Motion by:
Seconded by:
OISAPPROVAL
talf Approval
DI/-
ltn,
ARMON
DABBS
ARCHITECTS
PLANNERS
1s8 FTLLMORE, SUrTE 205.DENVER, COLORADO 8 0 2 0 6 . 3 0 3 - 3I I - 0 2 8 0 . FA X 399-0285
tFILEcoPY
;,,
7J Soatb Frontage Roail
Vail, Colorailo 816J7
t 0t -479-21 1 I / 479-21 19
D cpartmcnt of Commtaity Detclopmctt
June 25, 1992
Joseph and Margaret Ramono
James E. and Ann L. Goldfarb
Canyon Cenler
1881 gth Street, #337
Boulder, CO 80302
Re: Lot 25, Block 1' Potato Patch Subdlvlslon
Geologlc Evaluatlon
Dear Mr. and Mrs. Ramono and Mr. and Mrs. Goldfarb:
Enclosed is the Geologic Hazard Waiver on the above-referenced property which must be
signed prior to Town iJsuance of the building permit for your new residence. Please review
an'O sigh this document. All signatures musl be notarized. After the document is fully
executed, please return the original to this office.
Thank you for your attention to this matter.
Sincerely,
Enclosure
Geologlc Hazand Revlew
June 24, 1992
Joseph A.A. and Margarct P. Ramono
and
James E. and Ann L. Goldfarb
The undersigned has/have read the Rockfall Hazard Letter, dated January 27,1992,
prepared by Nicholas Lampiris, Ph.D., Consulting Geologist.
We understand from the conclusions that the proposed building is located in a high severity
rockfall hazard zone, and there is the potential hazard of rockfall reaching the proposed
house, causing damage. We are prepared to accept these facts and request the Town of Vail
Building a permit.
E.
STATE OF COLORADO
couNTY or0^ornn* ty""
. The foregoing instrument was acknowledged before me this n e day ot
Jtt Lut , lq14^_bV James E. Goldfarb, known to me to be the person whose name is
sufrscrhod to the foregoing instrument and acknowledged to me that he executed the same
for the purposes and consideration therein expressed.
My commission expires:
_ lfr Cfimlssloo Egltc l2S'S
STATE OF COLORADO )
COUNTy Or ftloo,a.u )1u'
. The foregoing instrument was acknowledged before me this '74 day ol
J t , L-t . 19!/ by Ann L. Goldfarb, known to me to be the person whose name is
subsclibed to the foregoing instrument and acknowledged to me that he executed the same
for the purposes and consideration therein expressed.
My commission expires:
MyCffitEgl|!3t2{Fs
To Whom lt May Concern:
We, James E. Goldfab and Ann L. Goldfarb, certify that we are aware of the fact that
Lot 25, Block 1, Potato Patctr SubdivisionrT93 Potato Patch Drive, Vail, Colorado. lies in a
geological sensitive area, and further acknowledge that we are aware of the fact that the
residencs we ave to build on Lot 25 also will lie within the geological sensitive area.
Subscribed and sworn before me this 1+ day ot ,1a,2, r ,1{L1r
MyCornm$b|rfl{Ers
ARMON/DABBS ARCHTTECTS LETT'ER @trTMANSMITTA}L
GEHTLEMEN:
tYE ARE SENOTNG yOU Xtrrcrrcd O
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I58 FILLMORE
DENVER . COLORAOO(303) 399 0280
THESE ARE IRANSMTTTED rr ch.ct.d
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PROJECT:
DATE suBMrrrED | ft/j,/':1 DATE OF PUBLIC HEARING
INTER-DEPARTMENTAL REVIEW
Date:
... / 2< A7art, 7' 1u('tr4"Arth4
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coMMENrs NEEDED nuz 1/t1',/Y.
BRIEF DESCRIPTION OF T}IE PROPOSAL:-
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Reviewed by:
Comments:
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POL]CE DEPARTMENT
Reviewed by:
Comments:
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Project Application
€o '/d httzn Ttr/ezProject Name:
Proiect Description:??.t lo/db /a/c,4 &tuct^
Contact Person and Phone -*e "atlcy'rr*at"
Owner, Address and Phone:
t3t'7 , &u/r/au. &/zmr/a. AaSOe- ,P/c?4,:(303)/y'a-7/a/
Architect. Address and Phone:',?c& /58 n;f
hnreU / Soaoo //"rre Ga:\s?r'azgo
ption: Lot 35 atocx /r,hs farL'b /ak/z , zon" ?/SLegal Descri
Com menls:
Design Review Board ,tz/arry't 4 //?ZD^1"ffi
DISA PPR OVALAPPR OVAL
Motion by: ,At *nry*zz t/#:ct
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AGREEUBIIT AND DECI,AAAITION OT COVENANTS,
COITDITIONS IITD RBSBR\TATIONS
OFrftr 25t BITOCK 1, \UArr,/PCtrASO PA$CE SrIBDrYrSrOll,
COT'I{TT OF E,AGf,.B,
Sjf,ATts OF COIORADO
RBCIIALS
f . ilXiBPS A. ROUaM), IIARGARBT P. ROUANO, JAIIES B. GOr.DFARB
eltD.eltt{ L. GOLDFARB (hereinafter referred to in the singular as
the "Declarattt") are the owners of certain real property situate
in the County of Eagle, State of Colorado, deecribed as Lot 25,
Block 1, Vail/Potato Patch Subdj-vision, according to the recordedPlat thereof, County of Eagle, State of Colorado, subJect to
those exceptions listed on the attached Exhibit "A".
2. Declarant has constructed on Lot 25 a buildingconsisting of two units, each designed and intended for use and
occupancy as a residential dwelling unit, designated herein as
"Parcel, 25A" and "Parcel 258", reepectively, which are aometimesreferred to herein eeparately ae "unit" or collectively as
"unitg " .
3.Parcel 25A contains Unit A and Parcel 25B contains Unit
B.
4. Lot 25 is presently subJect to recorded restrictivecovenants, easementg, reservations and restrictions.
DECLARATION
Declarant does hereby publish and declare that the followingterms, covenants, conditions, easements, restrictions, ugeg,reservations, li-uritations and obligations shall be deemed to runwith the land described herein, shall be a burden and a benefitto Declarant, their personal repreeentatives, heirs, succesaorgand aseigns and any person acquiring or owning an interest in thereal property which is described herein and improvements builtthereon, their granteea, personal representatives, heirs,
succeagore and assigns.
l. Unless the context shall expressly provide otherwise,the following terms shall have the following meaningss
a. "The Properties" means all of the real estatelegally described aa Lot 25, Block I, vail/Potato
Patch Subdivision, according to the recorded Plat,
County of Eag1e, State of Colorado.
b.ul.ot" or "Building Site" means Parcel 25A or
Parcel 258 as shown on the lifap together with all
appurtenances.
"Duplex" or "Building" means the two contiguous
dwelling units conatructed upon the Parcels.
uunitu means any one of the two dwellings
comprising the "Duplex".
"I{ap" means the engi.neering survey of the
Properties by Eagle VaIIey Surveying, No. _rdated Uay 15, 1993 depicting and locatingspecifically thereon the Parcels and iruprovements
thereon, such land and improvenents being hereby
submitted to this Declaration. Such Map shall be
recorded in the office of the Eagle County Clerk
and Recorder prior to the recordation of this
Declaration.
be), according
L,ot 25, Plat of
c.
d.
e.
2. DESCRIPTION AND RESERVATIONS. Every Contract of Sale,
Deed, Lease, lfortgage, Trust Deed, Will or other instrument shalllegally describe a Unit or real proper interest as follows:
Parcel 25AlParcel 258 (as the case mayto the Plat entitled a Resubdivision ofVail/Potato Patch Subdivision recorded
1993 in Book _, at Page _, Reception No. _,of the recordg of the Clerk and Recorder of Eagle
County, State of Colorado.
Every such description shall be good and sufficient for allpurposes to sell, convey, transfer, encumber or othendise effectthe Lot and all- appurtenant rights, benefits, and burdens thereto
aa created by the provisions of this Declaration, and each auchdescription shall be so construed. This provision shall apply tothe properties as said term (the Properties) is defined in thisDeclaration.
PROPERTY DTVISTON.
a. Declarant hereby establishes this plan for thesubdivision of the Properties into Ttro (2) Parcelsfor ownership in fee simple consisting of Parcel
25A and Parcel 258.
b. The Propertiee shall be subJect to the easementsnoted on the map and those set forth herein.
c. In the event Parcel 25A and Parcel 258 are ownedby the same entities, the doctrine of merger ehallnot apply.
3.
d. The parties, if more than one, having the
ownership of each such unit shall agree anong
themselves how to share the rights and obligationeof euch ownership; provided, howeverr that if a
corporation, partnership, association or other
Legal entlty shall becorne an owner of a unitr then
such entity shall fron time to time designate oneindividual who ghall represent guch entity in all
matters concerning all rights and obligations
purauant to this Declaration.
e. Any such entity shall give written notice to the
other owner designating the individual to act onits or their behalf and such notice shall beeffective until revoked in rtriting by such entity.
Any act or omission by such designated individualshall be binding on the entity having designated
him or her in favor of the other olrner or anyother person who may rely thereon.
f. Each unit shall be considered a separate parcel ofreal property and shall be separately addressed
and taxed.
4. ENCROACHUENTS. Due to the construction of the units,there may be encroachnents of each unit onto the other unit. Avalid easenent shall exist for the encroachment and for the
maintenance of any encroachurent resulting from the initialconstruction of the units or hereafter arisinq as a result ofsettling or shifting of any unit as long as the unit standa,regardless of whether euch encroachment is specifically describedon the plat or not. In the event any building shall be partiallyor totally destroyed as a result of fire or other casualty or aaa result of condennation or eminent domain proceedings and thenrebuilt, encroachnents of parts of the buitding on the otherparcel, due to such rebuilding, shall be permitted, so long as
such encroachmentE are of no greater extent than those previouslyexisting, and valid easenents for such encroachments and the
maintenance thereof shall exist so long as the building shall
stand.
5. EASEMENTS FOR PARCELS 25A At{D 258. The plat may containand set forth one or more easements that reflect existing
encroachments of each unit onto the other unit and adJoiningparcels. Such easements are and shall (i) renain burdens uponthe interest and ownership of each unit'aird parcel , (ii) beappurtenant to and conveyed as a part of each unit and parcelwithout additional reference in the conveyance, (iii) beinseparable from the ownership of each unit and !arc6l, and (iv)not be separately conveyed, except by anendnent to the plat.
6.PARTY WALI-,.
a. The common foundation wall and roof placed on,
over or adJacent to the cormon boundary seParatingParcel 25A and Parcel 258, as well as the footings
underlying the same are collectively referred toin this Agreement as the "Party WaIl".
b. The Owners have entered into a Party WalI
Agreenent which shall govern the Party wall.
c. The owners of either unit shall have a perpetual
easement in and to that part of the other unit on
which the Party Wall is located, for party wall
purposes, including mutual support, maintenance,repair and inspection. In the event of darnage toor the destruction of the Party Wall fron any
cause, then the owners shall at Joint expense,repair or rebuild the Party 9tall, and each owner,shall have the right to the full use of said Party
?flall so repaired and rebuilt. Notwithstanding
anything contained above to the contrary, if the
negligence, willful act or omission of any o\rner,his family, agent or invitee, shall cause damageto or destruction of, the Party llall, such orilnershall bear the entire cost of repair orreconstruction, and an owner who by his negligentor willful act cauaes the Party WalI to be exposedto the elements shall bear the full cost offurnishing the necessary protection against such
elements.
I.ANDSCAPING, SERVICE FACILITIES AND PARKING.
a. The ownerg from tine to time shall undertake guch
landscaping and general outdoor improvementsincluding but not lfunited to driveway and parking
areaa as they may mutually and unanimously deenproper for the harmonious improvement of bothunits in a comon theme, and, except for any
expense or liability caueed through the neglifJenceor willful act of any owner, his fanily, agent orinvitee, which shall be borne solely by such
osrner, each owner shall share all expenses,liabilities and general upkeep responsibilitieswith respect to such landscaping and outdoor
i:nprovenents as set forth in paragraph 9 below.
The owner of one unit shall not unreasonably
damage the value of the other unit such as by
ahoddy upkeep outside, but both owners shall makeall reasonable efforts to preserve a har-monious
conmon appearance of the units. In the event one
b.
owner wishes to add additional l-andscapingr that
owner may add the additional landscaping, at that
owner's sole extr)ense, as long as the addit.lonal
landscaping is not a violation of the integrity ofthe existing landscaping or landscaping plan, andis not reasonably obJected to by the other owner.
Comnon uti.Iity or service connectiona or linea,
counon facilities or other equipnent and propetty
located in or on either of the parcels but used in
cormon with the other unit, if any shall be owned
as tenantg in comron of equal undivided one-halfinterests by the owners of each unit and, exceptfor any expense or liability caused through the
negligence or willful act of any owner, hisfaruily, agent or invitee, which shall be bornesolely by such owner, all expenses and liabilities
concerned with such property shall be sharedproportionately with such ownership as set forthin paragraph 9 below. The owner of the unit on
which euch property is not located shall have aperpetual easement in and to that part of suchother unit containing such property as is
reasonably necessary for purposes of maintenance,repair, and inspection.
It is expected that conmon access facilities will
be provided on a portion of each of the units.
There is hereby created a reciprocal easenent andright-of-way for each owner over, across andthrough that part of the parking and accessfac5-lity located on the other owner's unit as may
be necessary for such access and right-of-way.
The owners shall have equal right to the use of
such access and no owner shall hinder or permithis invitees to hinder reasonable access by theother owner and his invitees to the other owner'sunit or park or pernit his invitees to park anyvehicle on the parking and access facility located
on the other owner's unit without the consent ofthe other owner. It is presuned that snowplowingwill be reguired frorn tirne to time, the cost of
which will be shared by the owners as set forth inparagraph 9 below. Other maintenance, repair or
improvement of such parking and access facilitiee
may be required from time to time, and the sameshall be undertaken upon the unanirnous agreementof the owners who shall share all expenses as setforth in paragraph 9 below.
5
8.ALTERATION. MAINTENAI{CE AND REPAIRS.
a. In addition to maintenance provided for, the
owners shall, at their Joint expense, provideexterior maintenance and exterior repair upon theunits and the uninproved portions of the parcels
upon which each unit is located including' but notlinited to, the exterior and the roof housing theunitg. The repair, replacenent or cleaning ofexterior window glass shall be considered interior
maintenance. If the need for repair is cauEed
through the negligence or willful act of any
ordner, his family, agent or invitee, such ownershall bear the entire costs of such repair or
reconstruction.
b. In the event both owners decide to maintain,
preserve and replace the treea, Ehrubs and grass(the "P1antings") on his own parcel rather than to
share such expenaea as set forth in paragraph 7.a.
above and in the event an owner at his own expensefails to maintain, preserve, and replace as neededthe Plantings within the property boundarieg ofhig residence conmensulate with the standards get
by the other residences in Vail/Potato Patch, theother owner may, after fifteen (15) days writtennotice to the owner, and if within said time the
owner has failed to make a good faith effort tobring his Plantings into aubstantial conformitywith his neighbors plantings, the other oymer maycontract with responsible partieg to bring to
standard the offending owner's Plantings and
charge the owner therefore and such cost shall be
added to and becone a part of the assessment to
which such site is subJect. The owner herebygrants to the other owner, its agents and asai-gna,
and irrevocable easement to perfor:m the aforesaid.
c. Each owner shall be solely responsible for
maintenance and repair of the inside of his unitincluding fixturee and improvements and allutility lines and equipnent located therein andeerving guch unit only, window glase be deemedinterior maintenance. In performing such
maintenance and repair, or in improving oraltering his unit, no owner ghall do any act or
work which impairs the structural goundness ofeither unit or the Party WalI or which interfereswith any easement granted or reserved herein.
d. Utility or service connections or lines,facilities or other utility equipnent and property
Iocated in, on or upon either of the parcels,
which are used solely to supply a eervice orutility to one unit shall be owned by the owner ofthe unit using such utility or service and all
expenses and liabilities for repair and
naintenance shall be borne solely by the owner of
such unit, who shall have a perpetual easement in
and to that part of such other parcel or unit
containing such property as is reasonably
necessary for purposes of maintenancer repair and
inspection.
e. No owner shall make or suffer any structural or
design change (including a color scherne change),either permanent or temporary, to the exterior ofhiE unit or conatruct any additional buildingstructure of any t)rpe or natule whatsoever upon
any part of his unit without first obtaining theprior written consent thereto from the other
owner, such consent not to be unreasonablywithheld. In case of danage or deatruction of anyunit or any part thereof, the owner of such unitshall cause with due diligence the unit to berepaired and restored, applying the proceeds of
any insurance for that purpose. Such unit shall
be restored to a condition comparable to thatprior to the damage and in a hamonious manne! to
promote the coqrmon theme of both units. Bothunits shall be the same exterior color and suchcolor shall not be changed without the approval ofthe Town of VaiI.
9 . ALLOCATION At{D PAYIiENT OF EXPENSES. Costs and e:rpensesof Landscaping, service facilitieB, snow renoval , heating the
cormon driveway during winter months, parking, alteration,maintenance and repairs, except as caused by negligence o!willful act of an olvner, shall be allocated fifty percent (50t)to Parcel 25A and fifty percent (50t) to parcel 258. The cost of
snowpl-owing the corutton driveway, easement and driveway on theadjacent property shall be billed to the owner of Unit 25A, whoghall then re-bill the owner of Unit 25B for fifty percent (50$)of such expensea. As between the owners of Units-25a and 258,all costs and expenses shall be paid within fifteen (15) days ofany billing for the eame.
10. MECEAI|IC'S LIENS; INDEMNIFICATION.
a. Except for items incurred as a corunon expense as
provided for herein, if any owner shall cause anynaterial to be furnished to his parcel or unit
thereon or any labor to be performed therein or
thereon, the other owner shall not under any
circumstances be liable for the palrment of any
expense incurred or for the value of the work doneor rnaterial furnished; all such work shall be atthe expense of the owner causing it to be done,
and such owner shall be solely responeible tocontractors, Iaborers, materialmen and other
persons furnishing labor or naterials to his unitor any improvements therein or thereon;
b. Nothing herein contained shall authorize either
owner or any person dealing through, wi.th or undereither owner to charge the unit of the other ownerwith any mechanic's lien or other lien or
encumbrance whateverl and, on the contrary (andnotice is hereby given) the right and power to
charge any lien or encumbrance of any kind against
one ovmer or against one owner's unit for work
done or materials furnished to the other owner'gunit for work done or materials furnished to theother owner's unit is hereby expressly denied.
c. Except as provided for below, if, because of anyact or ornissi-on of any owner, any mechanic's orother lien or order for the palment of money ehallbe filed against the other owner's unit or any
improvements therein or thereon or against anyother owner (whetber or not such lien or order isvalid or enforceable as such), the orrner whose actor omiasion for"ns the basis for such li-en or ordershall at his own coat and expenne cause the saneto be canceled and discharge-d of record or bondedby a surety company reasonably acceptable to suchother owner, within twenty (20) days after thedate of filing thereof, and further shallindennify and save the other owner harmless fron
and against any and all costs, expenaes, clains,losses or damages, including reasonable attorney.sfees resulting therefrom.
11. INSURANCE.
a. Each owner shall keep his unit and all fixturestherein insured against loss or damage by fire and
extended coverage perils (including vandaligm and
malicious mischief) for the maximum replacenent
value thereof. Any owner may on thirty (30) days'irritten notice, on May 31, 1995 or at any time two
(2) years or longer after the last appraisal ofthe units obtain a written appraisaL of such units
from a competent appraiser, charging both ownerawith the costs thereof. Such appraiser shall be a
disinterested and independent third party who is
unrelated in any manner to either owner whether
through Joint business adventures or othemise.
b. Each owner shall provide and keep in force, forthe protection of himself, general publicliability and property damage insurance against
claims for bodily inJury or death or property
damage occurring in, on or upon, his parcel ownedin fee simple and the improvements thereon, in atimit of not less than One Millon Dollars
($r,000r000.00) in respect of bodily injury or
death to any number of persons arising out of oneaccident or disaster, or for damage to property,
and if higher limits shall at any time be
customary to protect against possible tortliability, such higher limits ehall be carried and
each onrner shall name the other onner aa anadditional insured party under such poli-cy. The
anount of such insurance shall be reviewed everythree (3) years, conmencing lfay 31. 1998.
c.Each ovrner shall deliver to the other ownercertificates evidencing aII insurance reguired tobe carried under this paragraph, each containing
agreements by the ingurers not to cancel or modifythe policies without giving the other olrnerlrritten notice of at least thirty (30) days. Each
owner shall have the right to inspect and copy allsuch insurance policies of the other owner andrequire evidence of the palment of premiuns
thereon.
d. Nothing provided in this paragraph shall preventthe owners from Jointly acguiring a single policyto cover any one or more of the hazards requiredin this paragraph to be separately insured againstby each owner.
L2. DESTRUCTION OF TUPROVE!,IENTS ON PARCELS.
a. In the event of damage or destruction to a unit byfire or other disaster, the j-nsurance Proceedsr ifsuffi.cient to reconatruct the unit, shall be
deposited into a bank account which requires, for
withdrawals, the signatures of both the owners.
The owners shall then promptly authorize the
necessary repair and reconstruction work and the
insurance proceeds will be applied by the ownersto defray the cost thereof. "Repair and
reconstruction" of units, as used herein, meangrestoring the improvements to aubstantially the
sane condition in which they existed prior to the
damage with each unit have the same boundaries as
before.
b. ff the insurance proceeds are insufficient torepair or reconstruct any damaged unit, such
damage or destruction shall be promptly repaired
and reconatructed by the owner using the insurance
proceeds and the proceeds of a special assessmentagainst the owners of the damaged unit. Any such
aase€rsments shal-l be equal to the amount by whichthe cost of reconstruction or repair of the unit
exceeds the sum of the insurance proceeds
allocable to such unit. Such assessment shall be
due and payable thirty (30) days after writtennotice thereof. The special asseaament providedfor herein shall be a debt of each owner and alien on his parcel and the inprovements hereon and
may be enforced and collected by foreclosureproceedings in the Courte.
c. Notwithstanding the above, the owners and first
mortgagees of any or all of the destroyed or
damaged units may agree that the destroyed or
danaged units shall forthwith be demoliehed andall debri.s and rubble caused by such demolition be
renoved and the parcels regraded and landscaped.
The cost of such J.andscaping and demolition workshall be paid for by any and all insuranceproceeds available. Any excess insurance proceedsshall then be disbursed to such owners and theirfirst mortgagees Jointly.
10
13. RIGTIT TO LIEN.
a. If an owner, at any time, shall neglect or refuseto perform or pay his share of any obligation
required hereunder, the other owner rnay, but shallnot be obligated to, after fifteen (15) dayswritten notice unless the circumstances require
innediate action, make such palatrent or, on behalfof such other owne!, expend auch sun as may be
neceasary to perform such obligation including,but not limited to, the palment of any i-nsurance
prerniums required hereunder or the undertaking of
any work reguired hereunder for repair,restoration or maintenance, and such other owner
shalL have an easement in and to that part of suchdefaulting owner's unit as is reasonably necessaaazfor such repair, restoration or naintenance.
b. All sums so paid or expended by an owner, withinterest thereon at the rate of eighteen percent
(188) per year frorn the date of such palment orexpenditure, shall be payable by the owner sofailing to perform (the "defaufting owner") upon
demand of the other owner.
c. All sums so deuranded but unpaid by the defaulting
owner shall constitute a lien on the unit of thedefaulting owner in favor of the other owner priorto all other liens and encurnbrances, except3 (i)Iiens for taxes and special assessmentsi and (ii)the lien of any first mortgage or first deed oftruEt of record encumbering such unit. The lienshall attach from the date when the unpaid sumshall becone due and may be foreclosed in like
manner as a mortgage on real property upon therecording of a notice or claim thereof executed bythe nondefaulting owner setting forth the amountof the unpaid indebtedness, the nanre of thedefaulting owner, and a description of the unit.In any such foreclosure the defaulting owner shallbe required to pay the costs and expenses of suchproceedings, including reasonable attorney.s fees.
d. The lien provided for herein shall be subordinateto the li.en of any first mortgage or deed oftrust, including all additional advances thereon.
Sale or transfer of any unit as the result ofcourt foreclosure of a mortgage, foreclosurethrough the public trustee, or any proceeding inlieu of foreclosure, shall extingruish the lien of
Euch assessments as to palments thereof which
becone due prior to such sale or transfer, but
11
shall not relieve any for:ner owner of personalliabiJ-ity therefor. The mortgagee of such unit
who acquires title by way of foreclosure or the
taking of a deed in lieu thereof, shall not'
however, be liable for any past due assessment andshall only becone liable for future assessments on
the date it becornes the owner of such unit. No
Eale or transfer shall relieve such unit frornliability for any aesennments thereafter becoming
due or from the lien thereof. In the event of the
Eale or transfer of a unit with respect to which
sums shall be unpaid by a defaulting ownerr excepttransfers to a first rnortgagee in coturection witha foreclosure of its lien or a deed in lieuthereof, the purchaser or other transferee of aninterest in such unit shall be Jointly andseverally liable with the geller or transferorthereof for any euch unpaid sums.
Upon written request of any owner, mortgagee,prospective mortgagee, purchaser or otherprospective traneferee of a unit, the owaer of theother unit ehall iesue a written statement settingforth the amount he iB owed under this paragraph,if any, with reapect to such unit. Such statementis binding upon the executing owner in favor of
any person who may rely thereon in good faith.
Unless a request for such statenent shall be
responded to with within fifteen (15) days afterreceipt thereof, all unpaid sums which became dueprior to the date of rnaking such reguest shall be
subordinated to the lien or other interest of the
peraon requesting such statement.
14. ALL OWNERS RESPONSIBLE. Both parcel owners shall bemutually responsible for the administration and nanagement of theobligations created hereunder.
15. USE RESTRICTIONS.
a.Each unit shall be restricted to a residentialdwelling as a per:rnitted use, and such use as wellas conditional and accessory uaes shall be definedby the Town of Vai1 Zoning Restrictions and
Covenants for the Vail/Potato Patch.
No exterior mounted radio, shortwave, televieionor other tlpe of antenna whatsoever or tank of anykind, either elevated or buried, or clothesline orincinerator of any kind whatsoever or outside
storage of any personal property shall be
e.
b.
L2
permitted or maintained on either unit without theprior written approval of both owners.
c. No animals shall be kept or maintained in, on or
upon either unit, except that each owner may keep
and ruaintain within his unit three (3)
domesticated animals, that is, any conbination of
one (1) or more dogs and/or one (1) or more cats,but not to exceed a total of three (3) such
domesticated ani:nale; provided, however, that such
domesticated aninals (i) shall not be any kind or
species of animals other than cats or dogs, (ii)
are kept under strict control at all times, (iii)
do not present a nuigance to the other owner orthe gueats of the other owner, (iv) are not
allowed to enter upon the adjacent parcel or unit,(v) do not create or cause obJectionable noise,
and (vi) are kept, housed and controlled in strict
conpliance with all Town of Vail ordinances that
may apply to such anirnals.
d. In addition to the parking restrictions set forthin Paragraph 7.a. I-,AI{DSCAPING, SERVICE FACILITIES
Al{D PARKING above, each owner may keep no morethan two automotive vehicles permanently on hisparcel . Parking of boats, trailers, campers,
motor homes, ATVs or recreational vehicles oneither parcel is expressly prohibited unlessstored in the garage. Parking of more than two
automotive vehicles outside the garage by either
owner or his family, agent or invitee in suchowner's unit for more than a twenty-one (21) dayperiod is expressly prohibited, except with the
express written permission of the owner of the
adJacent unit.
e. No "time sharing", "interval ownership" or similarinterest, whereby ownership of a unit is shared by
owners on a time basis, shall be established oneither unit without the prior written approval ofboth owners and all lienors holding a first
mortgage or first deed of trust of record on theproperty, which approval shall be reflected in a
document of record.
15. NOTICE. Each owner shall register its nailing addresswith the owner and all notices or demands intended to be servedupon owners shall be sent by certified mail , postage prepaid,addressed in the name of the owner at such registeied-naifiniaddress. In the alternative, noticea may be delivered if in-writing, personally to the owners.
13
L7. DURATION OF DECLARATION. Each provision contained inthis Declaration which is subJect to the laws or rules aometimeareferred to as the rule against perpetuities or the ruleprohibiting utrreasonable restraints on alienation shall continue
and remain in full force and effect for the period of 21 yearefollowing the death of those persons set forth as Declarant ortheir issue, or until this Declaration is tearinated ashereinafter provided, whichever first occurs. All otherprovisi-ons contained in this Oeclaration shall continue and
remain in full force and effect until January 1, 2013 A.D., andshall autornatically renew thereafter for successive period of ten(10) years each; unless at least one (1) year prior to January 1,
2013 A.D., or at least one (1) year prior to the expiration of
any such ten (10) year period of extended duration, thisDeclaration is terminated by recorded instrument, directingtermination, signed by all owners and aII lienors holding a firgt
mortgage or first deed of trust of record on any portion ofParcel 25A or Parcel 25B.
18. AI,IENDIIENT OR REVOCATION. This Declaration may be
anended or revoked only (i) by Declarant so long as Declarant
owns both Parcel 25A and Parcel 258, or (ii) upon unanimouswritten approval in recordable for-n of all- owners and all lienoreholding a first mortgage or first deed of trust of record on anyportion of Parcel 25A or Parcel 25B.
19. EFFECT OF PROVISION OF DECLARATION. Each provision ofthis Declaration, and agreenent, promiae, covenant andundertaking to comply rith each provision of this Declaration,and any necessaafr exception or reaervation or grant of title,estate, right or interest to effectuate any provision of thisDeclaration: (i) shall be deemed incorporated in each deed orother instrument by which any right, title or interest in any
Portion of Parcel 25A or Parcel 258 is granted, devised orconveyed, whether or not set forth or referred to in such deed orother instrument; (ii) shall, by virtue of acceptance of anyright, title or interest in any portion of Parcel 25A or Paicel
258 by an owner, be deemed accepted, ratified, adopted anddeclared as a personal covenant of such onner and, as a personalcovenant, sha[ be binding on such owner and his heirs, personalrepreeentatives, auccessors and assigns; and shall be deemed apersonal covenant to, with and for the benefit of each owner ofany portion of Parcel 25A or parcel 258 and (iii) shall be deeneda real covenant by Declarant, for itself, its successors andassigns, and also an equitable servitude, running, in each case,as a burden with and upon the title to each and every portion ofParcel 25A and Parcel 25B.
14
20. ENFORCEIiENT AND REUEDIES.
a. Each provisions of this Declaration shall be
enforceable by any owner following arbitration by
a proceeding for a prohibitive or mandatoryinJunction or by a suit or action to recover
damages. If arbitration or court proceedi.ngs ateinstituted in connection with the rights of
enforcement and rernedies provided in this
Declaration, the prevailing party shall beentitled to recover its coats and expenses in
connection therewith, including reasonableattorney's fees.
b. Each owner hereby agrees that any and aII actionsin equity or at law which are instituted toenforce any provieion hereunder ghall be broughtin and only in the District Court of Eagle County,
State of Colorado.
c. Failure to enforce any provision of thisDeclaration shall not operate as a waiver of any
such provision, the right to enforce euchprovision thereafter, o! of any other provision ofthis Declaration.
2L. DISPUTE RESOLUTION. In the event a dispute of any kindor nature arises under this AGREEMENT AND DECLARATION OF
COVENAIITS, CONDTTIONS AND RESBRVATIONS or matters related hereto,the parties shall negotiate in good faith in an effort to reeolvethe diepute. If the dispute is not resolved following euch goodfaith negotiations, the parties shalt select a mutually agreeablearbitrator and submit the dispute to such arbitrator for bindingarbitration in Vail, Colorado within forty-five (45) days underthe Conunercial Arbitration Rules of the American ArbitrationAssociation. In the event the parties are unable to agree uponthe arbitrator, the arbitrator shall be appointed in accordancewith the rules and procedures of the Anerican ArbitrationAssociation. The arbitration award may be enforced in any courtof conpetent Juriediction, with the cost of any arbitrationproceedings to be paid by the non-prevailing party, as detearlinedby the arbitrator, who shall also iward reaionable attorney,sfeee to the prevailing party.
22. EXERCISE OF RIGHTS. Any exercise of any right granted
hereunder by one owner with respect to the other ownei,s unitincluding but not limited to the use of any easement grantedherein shall be exercised in a manner which shall notunreasonably hinder, inpede or i-mpose upon such other owne!,s useof his unit.
15
23. SUCCESSORS AND ASSIGNS. Except as otheryise provided
herein, this Declaration shall be binding upon and shall inure tothe benefit of Declarant and each oi'mer and the heirs, personal
repreaentatives, auccessors and assigns of each.
24. SEVERABILITY. Invalidity or unenforceability of anyprovisione of this Declaration in whole or in part shall notaffect the validity or enforceable party of a provision of thisDeclaration.
25. CAPTIONS. The captions and headings in this instnrmentare for convenience only and shall not be considered inconstruing any provisions of this Declaration.
26. CONSTRUCTION. I{hen necessary for proper construction,the masculine of any word used in this Declaration shall includethe feninine or neuter gender, and the singular the plural andvice versa.
Date! uay l0 , tSS:
STATE OF COLORADO)
corrNTY oF BOnLDE*I ""'
Subscribed. and sworn to before rne this l0{by Joseph A. Romano, Ilargaret p. Romano, Janes E.
Ann L. Goldfarb.
IVitness ny hand and official seal .
My comnission expires:
day of May, 1993
Goldfarb and
2010 - 14th Street
Boulder, Colonado 80302
DBCI,ARAIIT:
16
1 Rights or clains of parties in possession not shovn by thepublic records.
Easenents, or clains of easenents, not shown by the publicrecords.
Discrepancies, conflicts in boundary lines, shortage in area,encroachments, and any facts nhich a correcE survey andinspection of the.preiises would aisc:.oie-iro-"iri"i. are notshown by the public records.
lny 1ien, or right to a lien, for services, labor, or naterialtheretofore or hereafter furnished, inposed ;t-i;; and notshown by the public records.
.,RTGHT OF WAY FOR DTTCHES OR CA}.IALS CONSTRUCTED BY TIIE AUTHORTTY OF TIIEUNITED STATES AS RESERVED IN UNITED STAIES PATENT RECORDED JU].Y 13, 1939,IN BOOK 123 AT PAGE 617.
8. RESTRTCTIVE COVENANTS, I{HICH DO NOT CONTAIN A FORFEITURE OR REVERTERcr'AUsE, BUT oMITTING REsTRIcTIoNs, IF ANy, BASED oN RACE, coloR, RELfcIoN,OR NATIONA! ORIGIN, AS CON?AfNED IN INSTRUMENT RECORDED Dtarch 05, 1974, fNBOOK 233 AT PAGE 528 A}tD AS N'IENDED IN fNSTRU!,!ENT RECORDED Septenber 24,L975, IN BOOK 241 At PAGE 950.
9. UTTLITY A}ID DRAINAGE EASEUENT 20 FEET IN WIDTH ATONGOF SUBJECT PROPERTY AS SHOWN ON THE RECORDED PIAT OF
10' EAsEl.tENTs, RESERVATTONS A}{D REsrRrcrroNs As sHow}r oRRECORDED PLAT or. VAIL/PoTATO PATCH.
11' TERI'IS, coNDITIoNs AlfD PRovIsIoNs oF THE JoINT REsoLuTIoN A,tfD NoTIcE oFENCWBRANCE OF UPPER EAGLE VALL,EY CONSOLIDATED SANTTATIoN DISTRIcT AIID vAItvAtlEY CoNSoLIDATED I{ATER DISTRICT REcoRDED January 18, 1990 IN BooK 521 ATPAGE 441.
5. TAXES FOR THE YEAR 1991 AlrD SUBSEQUENT VEARS Al.rD Al.ry AI.ID ALL ASSESSI.iENTS.
6. LIENS FOR T'NPAID WATER A}ID SEWER CHARGES, IF A.TY.
THE SOUTSERLY LOT LINE
VAIL/POTATO PATCH.
RESERVED ON THE
Ext+tlStT .4'l
srArE "QFFliEoor rrr r*rl3U[H'ofeoue
CERTIFICATE OF TAXES DUE
s@o2
LAND TITLE OUARANTEE
P. O. BOX 337
VAILr CO 41659
ORDER NO: U-"rr"r/
VENDOR
ISSUED
ito:
TO:
. PARCEL NO: OO08397
- ASSESSED TO:-Toltnno, .JosEPH A. & I{ARoARET P.
OOLDFARB, JAf'lES E. & ANN L.
'9O
PINE
BOULDER, CO 8O3O2
A].IOUNTB REFLECTED ARE VALID ONLY UNTIL
06/3At93
PROPERTY DESCRIPTION
VAIL POTATO PATCH t----
ILOCK 1 LOT 29 , i1,,, ,+*r VACANT LAND **
W" 4"tz) frtIT
rAx LrEN SALE Ar.toUNT rS SUBJECT TO ;( ^ t IIHANOE DUE TO ENDORSEI'IENT OF THE o | . r L I
:URRENT TAX BY CERT OF PURCI{ASE f -l I i 0" I
JOLDER. AFTER SEPT t, PERSONd- PROP. L\i\4t! lloBtLE Hol.tE Al'touNT ls suB.rEcT To ^ "/):HANCE. AFTER OCT. I REAL PROP. TAX l/,^r"lflOUNT lS SUBJECT TO CHANCE. PLEASE lL" (l tr.IONTACT THE TREASURERS OFFICE FOR cl r- |
:ORRECT AI,IOUNT PRIOR TO REI{ITTINC. ., *L
,t 0 5'T
6..n4'.l(w I/ (et
SPECIAL TAXltlo DIsTRIcTg AND THE " ilt+,
SOUNDRIES TF st'CH DISTRICTS }IAY 8E T
ON FILE }IITH THE BOARD OF COUNTY I
CURRENT TAX 3,376.21
TAX DUE
INTEREST
ADVERTISINC
PENALTIES
tlISC.
STATUE PAID
o. oo
o. oo
o. oo
o. oo
o. oo
o. oo
TOTAL TAX DUE O. OO
TAX LIENS OR DELINOUENT TAX
TOTAL AI,IOI,IIIT TO REDEE}I
SPECIAL A99ESST{ENT8 DUE
COI.II.IIS9IONER9. THE COUNTY CLERK,
OR THE COUNTY ASSESSOR
FEE FOR ISS'INO THIS CERTIFICATE iIO. OO
TOTAL SPEC. ASST.ITS DI'E
o. oo
TOTAL DUE TI{I8 CERTIFICATE
o. oo
tktrl
\
fl
rhtr errtiflcetr doer not tnctudc lend or inprovcmentr:sscrred undrr e rrparetr
schrdulr numbcr, prrronal proprrtg tlrlr, trentfer ter or nirc. trr eoltrstrd on
behetf of othrp.entitirr, rprciet or locrl improvroent dirtriet rreerrorntr ofrobilr hooer, unlcrr specificrllrl nentlonrd.
l, the undensigncdr do herbg certlfg thet thc entire enount of tares due upon thr
:bove drscrlbed prrcelr of rerl propertg end all outstanding raler for unpaid
tares ar choun bg the rccordr in ni office fron uhich the se,ne nrg stilt br
redeerned urith tha aoount rcquirrd fon lcdrnption ar? rs noted herrin. In uitnercuhrreofr I havc trrrcunto rct oq hand and reat th;ir 2l bV
TREASURER. EACLE COUNTY SHERRY ERANDON BY
r993
;lf 3'f iHI' ffi nir8o3 "271' - o), {x,3
\CLE COUNTY
1c: JOJ SCHOOLS
]9IN OF VAIL
:NTURN CET,IETERY\IL PARK & RECREATION DISTRIC
]LO RVR WATERlIL I{ATER/SANV. WATER CONS
'PER E. V. CONSI EI.|ER/HOS/SVC
10. 026.
3.9?7
28.306
6.330
o. oa6
1.350
O.39/f
t.179
l. 334
o.704
1.37t
3614.99
t249. t8
at,736.2?' iseq. rr
at. 3t
a82.81
a21. t7
i72.32
t81.83
f43. l8
3S4.34
] SPECIAL ASSE6€]'IENT FOR 1993
' PLEASE ITAKE cH
t
:
i'
.''
TOIYN OF VAIL
D EPA RT;\{E}iT OF COM;VII.JNITY D EVELOP}TENT'
S,lLES ACTION FOR:U :
'i
. t/.r.t /ta -... f T
DATEr 1/.t 1..lJ
.] 75.SOUTII FRONTAGE ROAD
L, COLORADOV€f657
'ftrltFli'1jf-- Lrtrr r L-
['l i ]=ael l.3neoug Cash
0t 0,300 42 ,,;, ,: :.i:, i ti i,..il.itL
0l O$O.ll ,."'; , : .,-rr-ti: l.i:i-i Fr_ri' r'ilrt-tii:Ht,:.E:...FtLrf.1EF:t-.t...:,UEr['i
r t -;ri p=i,j
1 E[r. [lr:i
tlmoun t paid
1rJ*, [[.1
0l C{OO { l i5q Jvrrrr^rsEr
.01 c\t001t1r3
ADDITIONA'J5IGNAOE'EE ISI.O]PSR,
0l c{cvJ 42.i{0 VTC AR,T PFO'ECT DONAT]ON
0t 0000,111t3
PRg P'JD DFJIGN.CEUNV EOARD FEE0t 00001!33t
BUILDING-CONSTRUCTION PERMIT COUPUTER DI0l $,1042412
0l 0000 42371 rNvEsrrGATroN rEE (BUTLDTNG)
0401 r r 330
o o
Rstum to
INTER.DEPARTMENTAL REVIEW
PROJECT:Lt-. I "/\-tLl- t o QL,.r
DATE SUBMIfiED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
PUBLIC WORKS
Reviewed ov' //I(e BF-+ta o^r"-S-/9-a?
Comments:
Xpru"/
PARTY WAI,L AGREEUEIIT
This Party wall Agreerent, nade and entered into tnia &(aayof !fay, 1993, by and between J(ISAPE A. ROUAilO and IIARGARET P.
ROIIANO, hereinafter referred to as "RomaDon and JAilES B. GiOLDFIRB
and AIIN L. GOIDFARB, hereinafter referred to as "@Idfarb",
WITITBSSBTE
I|EBRBAS, Romano is the owner of preurises in the Town of
Vail, County of Eagle, State of Colorado, described as
L,ot 25A, Block 1, Vail/Potato Patch Subdivision, and hereinafterreferred to as Lot "Ai "
I{HEREiAS, Goldfarb is the owner of the prernises located in
the Town of Vail , County of Eagle, State of Colorado, described
aB Lot 258, Block 1, Vail/potato Patch Subdivision, imediatelyadjoining Lot "A" to the east and hereinafter referred to as Lot
ttB; tt
IiIEBRE;AS, a nerr, wood-frarned house is being constructed andis located on Lot uAu and a new wood-framed house is beingconstructed and is located on Lot "B; "
IfffiREAS, the east wall of the building located on Lot "A"and the west wall of the bui-lding located on Lot "B" folm a
conmon wall and boundary between Lots "An and "B1 " and
WffiRBA.S, the parties hereto desire to settle all questionsrelating to the ownership and use of such cotnmon wall anddifferences between them relating to such boundary. For the
reasons set forth above, and in consideration of the mutual
covenants, promises and agreements set forth herein, the partieshereto agree as follows:
SBCTION ONE
AGRBEilBNT TO BUII,D
1. Romano and Goldfarb shall Jointly erect a party wall ashereinafter described.
SBCTIOII 1TTO
I{)CATTOI| OF ITAI,L
2. The wall shall be located as follows: on the propertyIine separating lot 25A and lot 258, Resubdivision of lot 25,Block I, Vail/Potato Patch, Eagle County, State of Colorado, asfollows: the wall shall start from a point not less than 45 feetfron the north boundary line of lots 25A and 258 and shall extendto a point approxi:uately 75 feet, from the south boundary linethereof.
SBCTIOII TSREB
COXSTRUCTION OF I{AI,L
3. Construction of the original wall shall be handled and
supervised by Suunit llabitat, Inc. The wall shall be twelve (12)
inches in thickness and not to exceed thirty-three (33) feet inheight and shall be constructed of wood frame. The wall, whetheroriginal or restored, and any extension or addition to the wall,shall be built in a good, substantial , and worknanlike manner instrict conformity to the laws, ordinances, and regulations of the
Town of Vail and State of Colorado regulating the constructj-on ofbuildings, as the same are in force at the time of theconatruction.
SECTIOX FOIIR
I,ICENSE TO ElrTER
4. Each party is licensed by the other to enter on theother party's premises to make excavations or other work
necessary for the purpose of erecting, extending, or repairingthe wall as may be herein provided.
SBCTIOX TIVB
cosT or consTRucTror{
5. The cost and expense of constructing the waII shall beborne and paid by both partiea in equal straree. Romano shall
keep a separate record of the cost of constructing the wall andon the completion of such construction shall furnieh to
Goldfarb a memorandum showing the details of such costs.
5.
SBCTIOI| SIX
USB OF WAIiI,
The parties shall each have the fuII right to use thewall to support Joiets, crossbeams, studs, and other structural
members as required on the erection of buildings on theirrespective prernises, provided, however, that such use shall notinJure the adJoining building and shall not impair the value ofthe easenent to which the adJoining buitding is entitled.
*ifi3l3il8FH,"'
7. Either party shall have the right to extend the walland to make such extension of a greater thickness than theoriginal wall or any extension thereof already built, provided,however, that such added thickness shalt not be placed on theland of the other party without his consent in writing, and thatsuch additions shall not injure the adjoining building and shall
not impair the party-wall benefits and support to which the
adjoining building is entitled. fn the event that the party wallshall be extended by either party as herein provided, the otherparty ghall have the right to use the wall for any proper
purposes for which such extension shall be made to the full
extent of the length and height thereof in the same manner that
such party is entitled under this agreement to use the wall asoriginally constructed, provided that such party shall pay to theconstructing party, his hej-rs or aseigns, fifty percent (50t) ofthe cost of the extension or portion thereof used as a party
wall .
SECETOII EIGAT
UAIISTBNAIICB AITD REPAIR
8. Should it become necessary to repair the wall or anyportion thereof as constructed or extended, the cost of suchrepair as to such portions of the wall at the time used by bothparties shall be at the expense of both in equal- shares, and asto any renaining portion, shall be wholly at the e:+)ense of theparty who shall exclusively use that portion.
SBCTIOIT NIITB
RES1IORATIOX OIT DBSTRUCTIOTT
9. Should the wall be totally or partly destroyed by fireor other cause, either party, his heirs or assigns, shall havethe right to reconstruct the waII at his own expense if he aloneintends to continue the use of the wall, or at the expense ofboth parties in the event that both intend to continue the use ofthe wall.
SBCTION TEN
DT'RATION .END EFFECT OF AGRBEIiEIIT
10. This agreenent ahall continue in effect for so long asthe wall shall stand and shall continue an easement and a
covenant running with the land, provided, however, that nothingherein contained shall be construed as a conveyance by eitherparty of his respective rights in the fee of the lot on which thewall shall stand. The agreenent shall bind and inure to thebenefit of the respective heirs, successors, personalrepresentatives, and assigns of the parti_es.
SECTIOIf EI,EYBII
LLABIIJISY FOR IilJI'RIBS
11. Any inJury to third parties caused by the use,maintenance or modification of the party wall is theresponsi.bility of both parties Jointly, unless the injury iscauged solely by the act or omission of one of the parties.
SBCIIOTT fiTELVB
BIITIRE IIGIIBNXRNT
L2. This instrument contains the entire agreement betweenthe parties relating to the rights herein granted and theobligations herein aesumed, and any oral repreeentations ormodifications thereof shall be of no force and effect.
IN WITNESS WHEREOF, the parties hereto have executed thisParty Wall Agreenent as of the day and year first above written.
JA}IES E. GOLDFARB
STATE OE.
COI'NTY OF
COI,ORADO)
) s8.
BOITLDER)
+{.1
Subscribed and sworn to before me this /0 aay of May, 1993by Joseph A. Romano, I[argaret P. Romano, Janes E. Goldfarb and
Ann L. Goldfarb.
Witness my hand and official seal .
My corunission expires:
2010 - 14th Stroot
&ulder, Colorado
ROMAI{O:GOLDFARBS
July7,199f
TiM Owners Forn 2312 p*", No. v,.78es ::::p",;::,::::..
SCHEDULE A
1. Policy Date: January 07, 1992 at 8:00 A.l{.
2. Name of Insured:
JOSEPH A. ROI'{ANO AND I.IARGARET P. ROIIIANO, AS TO AN I'NDIVIDED 50
PERCENT INTEREST AS JOINI IENA}ITS AI{D JN'TES E. GOLDTARB AND ANN
L. GOLDFARB, AS TO A}I UNDIVIDED 50 TNTEREST AS JOINT TENANTS,
ALL AS TENANTS IN COMI.TON
3. The estate or interest in the land described in this Schedule
and which is covered by this policy i.s:
A Fee Sinple
4. Title to the estate or interest covered by this policy at the
date hereof is vested in:
JOSEPH A. ROI,IANO AND MARGARET P. ROMANO, AS TO A}T UNDIVIDED 50
PERCENT INTEREST AS JOINT TENANTS AIID JAT,IES E. GOLDFARB AND ANN
L. GOLDFARB, AS TO AN T'NDIVIDED 50 INIEREST AS JOINT TENANTS,
ALL AS TSNANTS IN COM}.TON
5. The Land referred to in this policy is situated in ELGLE County,
colorado, and is described as folLovs:
LOT 25, BLOCK I, VAIL/POTATO PATCH, ACCORDING TO THE RECORDED
PI,AT THEREOF" COT'NTY OF EAGLE, STATE OF COLORADO.
Address
LOT 25 BLK 1 POTATO PATCH
Page 1 this Policy valid only if Schedule B is attached'
TIM owner Forn 2313 ]raer No. V17895 O PoIicy No. AQ135oo8
SCHEDULE B
This policy does not insure against loss or danage by reason of thefollowing:
t. Rights or clains of parties in possession not shorrn by thepublic records.
2. Easement,s, or claims of easenents, not shown by the publicrecords.
3. Di-screpancies, conflicts in boundary lJ.nes, shortage in area,encroachrnents, and any facts vhich a correct survey andinspection of the prenises would disclose and which are notshown by the public records.
4. Any lien, or right to a lien, for services, Iabor, or nateriaLtheretofore or hereaft,er furnished, iroposed by law and notshown by the public records.
5. TAXES FOR THE YEAR 1991 A}ID SUESEQUENT YEARS AND ANY AND ALL ASSESSMENTS.
5. LIENS FOR UNPAID WATER AND SEWER CHARGES, IF Alry.
7. RIGHT OP WAY FOR DTTCHES OR CANALS CONSTRUCTED BY THE AUTHORTTY OF THEUNITED STATES AS RESERVED IN UNfTED STATES PATENT RECORDED July 13, 1939,IN BOOK 123 AT PAGE 617.
8. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITIIRE OR REVERTER
CLAUSE, BUT OMITTING RESTRICTIONS, IF Al'lY, BASED ON RACE, COLOR, RELIGION,
OR NATIONAL ORIGIN, AS CONTAfNED IN INSTRWENT RECORDED March 05, 1974, INBooK 233 AT PAGE 628 AllD AS AI'{ENDED IN INSTRUMENT RECORDED Septenber 24,!975, IN BOOK 241 AT PAGE 950.
9. UTILITY AND DRAINAGE EASWENT 20 FEET IN I{IDTH ATONG THE SOTJIIHERLY LOT LINEoF SUBJECT PROPERTY AS SHOWN ON THE RECORDED pI".\T OF VArL/POTATO PATCH.
10. EASEMENTS, RESERVATIONS A}TD RESTRTCtIONS AS SHOWN OR RESERVED ON THE
RECORDED PI"AT OF VAIL/POTATO PATCH.
11. TERMS, CONDITIONS A}ID PROVTSIONS OF THE JOINT RESOLUTION AT.ID NOTICE OF
ENCT'MBRANCE OF UPPER EAGLE VATLEY CONSOLIDATED SANITATION DISTRICT A}.ID VAILVALLEy CoNSOLIDATED WATER DISTRICT RECORDED January 18, 1990 IN BooK 521 AT
PAGE 441.
Page 2
H. MCGREGOR OOTY ]I
MARK R. S HA PI FIO
Dorv & Srre.erno, P.C.
ATTO RN EYS AT LAW
EOIO FOURTEENTH S'REET. SUITE EOO
BOULDER, COLORADO aO3O2-5302
TELEP HO N E (3031 zlzl3-3a3zl
p
Rtc'Dt'|AY 111991
IELECO Pt EF (3O3) 443-3434
llay 10, 1993
Town of Vail Comrnunity Development
Town of Vail
75 South Frontage RoadVail, CO 81657
vI,A FEDERAL BXPRESS
RE: Application for Duplex Subdivision ReviewLot 25, Block 1, Vail/Potato Patch Subdivision,
Town of VaiL
Dear Madam or Sir:
Enclosed please find the following items with regard to anApplication for a Duplex Subdivision Review for Lot 25, Block 1,Vai-I/Potato Patch Subdivision, Toyrn of Vail:
1. Application for Duplex Subdivision Reviewl
2, Check made out to the Town of Vail in the anount of
9100.00;
3. One original , signed Party Wall Agreenenti
4. One original , signed Agreement and Declaration of
Covenants, Conditions and Reservationsl
5. Copies of Schedules A and B from the Title InsurancePolicy; and
5. Three paper copies of the Subdi-vision Plat, dated Uay15, 1993, as prepared by Eagle Valley Surveying, Inc.
I understand that the Application for Duplex SubdivisionReview requires two mylar copies of the plat. Upon telephoneconversation with Eagle Vatley Surveying, Inc., they indicatethat they do not submit the mylar plats at this time due to thefact that the plat might be changeA Uy tne review process.
Please contact me at the telephone number above if yourgquire additional info:crnation, or if you do require the nylarplats at this time. Also, if you have questions in particularregarding the plats, or submission of the nylar plat, pleasecontact Sam at Eagle VaIIey Surveying, Inc. at 949-1406.
Uay L0, 1993
Page 2
Thank you for your
forward to working withsubdivision.
consideration of this Application, I look
you for the completion of this duplex
Very truly yours,
DOSY &rktr"t-*t *'
DiRS/rd
Enclosure( s )cc3 Joseph A. Romano
ilames E. Goldfarb
Eagle Valley Surveying, fnc.
Revised 5/2/92
(PLEASE PRINT
A. APPLICANT
c.
.l
IPPLICtrTION
'ORDT'PI.D( SUBDjr\rISIOT RE\ITEI|(Chapter L1.24 Vail Municipal Code)
OR TYPE)
JOSEPH A. ROMANO, MARGARET P. ROMANO, JAMES E.
F.
APPLICATION $100.00
MATERIALS TO BE TTED:
1. Two mylar copies and one paper copy of the subdivisionplat shalL be submitted to ttre Department of CornmunityDevelopment. The plat shall include the following:
a.
h
e.
Date Received by the Communlty
Deveiopmenr Deparrerr,__fftmfTl
pgi
GOLDFARB and
MAILING ADDRESS Suite 337 Boulder, CO 80302
449-7I0I
B. APPLICANT'S REPRESENTAIM Mark R. Shapiro
ADDRESS 2010 Fourreenth st. #200 pHoHr aa3j333_
C. PROPERTY
OS|NER'S SIGIIAII'RE
MAILING ADDRESS
D. LOCATION OF PROPOSAI,:
STREET ADDRESS 793 Potato Patch Drive, VaiI, Colorado 81657
LOT 25 B MSION Vail,,/Potato Patctl FILING
. GOLDFARB
Boulder, CO 80302
HONE Same as Applicant
cHEcK * n2 l0 @
The final plat shall be drawn by a registeredsurveyor in India ink, or other subst.antialsolution, on a reproducible medium (preferablymylar) with dinension of Lerenty-four by thirty-sixinches and shall be at a scale of one hundred feetto one inch or larger with margins of one and one-half to two inches on the left and one-half inchon all other sides.
Accurate dimensions to the nearest one-hundredthof a foot for all lines, angles and curves used todescribe boundaries, streets, setbacks, alleys,
easements, structures, areas to be reserved ordedicated for public or common uses and otherimportant features. AII curves shall be circulararcs and shall be defi"ned by the radius, centralangle, are scored disEances and bearing. Alldimensions, boEh linear and angular, are to be
determined by an accurate control survey in thefield which must balance and close within a limitof one in ten thousand.
North arroer and graphic scale.
A syst.ematic identification of all existing andproposed buildings, units, lots, blocks, and namesfor all streets.
^l\n identification of the streets, alleys, parks,
and other public areas or facilities as shovrn onthe plat, and a dedicatlon thereof to the publicuse. An identificat,ion of the easements as shown
on the plat and a grarrt. thereof to the pubJ.ic use.Aleas reserved for future public acguisition shalLalso be shown on the plat.
A written survey description of the area includingthe total acreage to the nearest appropriatesignificant figure. The acreage of each lot or
parceJ. shalL be shown in this manner as wel1.
€
IJAND
:r,
*rO"u cuARANTEE OonPANv
GT FEB 03 P9'Representing Title Insurance company of Minneeota
THANK YOU FOR YOUR ORDER
Decenber 26, L99L
Our Order No. t ,., V17895-2.//
BUYER/oYtl[ERt./
JOSEPH A.A. ROMANO, MJARGARET P. RO![ANO, JAMES
F. GOLDFARB AND ANN L. GOLDFARB
SELIJER:
HADLAY M. GRAY AND CAROL C. DUT'DY
ADDRESS:
I,oT 25 BLK 1 POTATO PATCH
VAIL ASSOCIATES REAL ESTATE
POST OFFICE BOX 959
AVON, CO 8X620
1 Attn! CAP.OL DUDDY 949-6400
VAIL ASSOCIATES REAL ESTATE.
POST OFTICE BOX 959
AVON, CO 81620
1 Attn: KAREN PoAGE 949-6400
VAIL ASSOCIATES REAL ESTATE
POST OFFICE BOX 959
AVON, CO 81620
1 Attn: RAVIIA RoSE 949-54 00
I.,AND rr?tE GUARANTEE Oo"PANY
Representing Title fnsurance conpany of I'tinnesota
SENIK YOU FOR YOIJR ORDER
CI,oSER
1 Attns &Es
PICKED I'P FOR DEIJIVERY Al.! PU
covENANTS ATTACHED_YES NO
FOR TITIJE QUESTIONS CALL KAREN HORTH 3O3 476-225L
rOR CIJOSING QUESTIONS CALT., LES KEYS
t,
;
I
LAI{D TITLE
GUARANTEE
MINNESOTA
TTTL,EA
HOME OFFICE
3O33 East First Ave.,Suite 600
Denver, CO 80206
P. O. 8ox 5440
Denver, CO 80217
321-1880 tFAX322-7603
ARAPAHOE
7700 E. Arapahoe Rd., #150
Englewood, CO 801 l2
770-9s96 / FAX 290-9040
ARVAOA
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 / FAX 794-5802
EAST
3300 S. Parker Rd., #105
Aurora, CO 80014
751-4336 I FAX 74s-2669
FIDDIERS GREEN
6400 5. Fiddlers Green Circle, #103
Englewood, CO 80111
771-4539ltAX 7714526
P. O. 8ox 357
I 08 5. Frontage Rd. W.
Vail, CO 81658
476-225 1 /Direct 595-961 3
FAX 476-4534
ERECKENRIDGE
P. O. 8ox 2280
200 North Ridge
Ereckenridge, CO 80424
453-2255 / FAX 453-5014
CASTLE ROCK
512 Wilcox
Castle Rock,.CO 80104
688-6363 / FAX 688-0143
COLORADO SPRINGS
102 S. Tejon, # 100
Colorado Springs, CO 80903
634-4821 /Direct 595-41 1 3
FAX 634-3190
PARKER
19590 E. Main 5t., #105
Parker. CO 80134
841-4900
VAIL
P. O. Box 357
108 S. Frontage Rd. W.
Vail, CO 81558
47 6-225 1 I Dir ect 595-96 1 3
tAx 476-4534
AGENTS
DURANGO
1201 Main Avenue
Durango, CO 81303
247-5860 | FAX 247-9089
COmmitment TO InSure COi/FAlllY
lssued through the 0f{ie of:
GLENWOOD SPRINGS
817 Colorado Avenue. Suite 203
P. O. Box 2102
Glenwood Springs, CO 81602
945-2610 I FAX945478{
HAMPDEN
8821 E. Hampden, #100
Denve,; CO 80231
750-4223 I FAX 7504267
JEFFERSON
710 Kipling, #202
Lakewood, CO 80215
232-3111 / FAX 238-2955
NORTH
9101 Harlan, #100
Westminster, CO 80030
427-9353|FAX 430-1572
SOUTHWEST
3609 S. Wadsworth, #115
Lakewood. CO 80235
988-8550 / FAX 980-8324
YOSEMITE
3600 S. Yosemite. #2 55
Denver, CO 80237
594-2837 / FAX 843-0402
BOULDER
2425 Canyon Blvd., #230
Boulder, CO 80301
444-4101 I FAX 786-8423
rAr5 ttrl5
GIJARAI{TEE
COil/nAI{/
MINNESOTATrflf ![\
fmmitment To Insure
ALTA Commitment-1970 Rev.
TITLE INSURANCE COMPANY 0F MINNES0TA, a Minnesota corporation, herein calted the Company.lor a
valuable consideration, hereby commits to issue its poliry or policies of title insurance, as identified in
Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate 0r
interest covered hereby in the land described or referred lo in Schedule A, upon payment of the premiums and
charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations
hereof.
This Commitment shall be effective only when the identity of the proposed Insured and the amounl or the
poliry or policies committed for have been inserted in Schedule A hereof by the Company, either at lhe time
0f the issuance of this Commitment or by subseouent endorsement.
This Commitmenl is preliminary to the issuance 0f such poliry or policies 0f title insurance and all liability and
obligations hereunder shall cease and terminate six months after the effective date hereof or when lhe policy
or policies committed for shall issue. whichever first occurs. provided that the failure to issue such policy or
policies is not the fault of the ComDanv.
CONDITIONS AND STIPUI-ATIONS
1. The term "mortgage", when used herein, shall include deed of trust, trust deed, or other security instrument.
2. lf the proposed Insured has or acquires actual knowledge of any defect, lien. encumbrance, adverse claim
or other mafter atfecting the estate or interest or morlgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall lail
to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting hom any act of reliance
hereon to the extent the Compary is prejudiced by failure of the proposed lnsured to so disclose such knowledge. lf the proposed Insured shall disclose such
knoivledge tri the Company, or if the Company otherwise acquires actual knowledge of any such defect, Iien, encumbrance, adverse claim or other matteI the
Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve lhe Company from liability previously
inarred pursuant to paragnaph 3 of these Conditions and Stipulations.
3. liability 0t the Company under this Commitmenl shall be only to the named proposed Insured and such
parties included under the definition of Insured in the form ol policy or policies commifted for and only for actual loss incuned in reliance hereon in
undertaking in good faith (a) to comply with the requirements hereof oi(b) to eliminate exceptions shown in Schedule B, or lc| to acquire or create the estate
or interest or mortgage tfiereon covered ry this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies
committed fo and such liability is subject to the insuring provisions and the Conditions and Stipulations and the exclusions from Cwerage of the form of
policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and made a part ol this Commitment except as
expressly modified herein.
4. Any action or actions or rights of action that the proposed Insured may have or may bring against the
Company arising out of the stafus of the title to the estate or interest 0r the status ol lhe mortgage thereon covered by this Commitment must be based on
and are subject to the provisions of this Commitment.
STANDABD EXCEPTIONS
In addition to the matters contained in the Conditions and Stipulations and Exclusions from
Coverage above referred to, this Commitment is also subject to the following:
l. Rights or claims ol parties in possession not shown by the public records.
2. Easements, or claims 0f easements, not shown by the public records,
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts
which a correct survey and inspection ol the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for services, labor or material theretofore or hereafter furnished,
imposed by law and not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first
appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires
of record for value the estate or interest or mortgage thereon covered by this Commitment.
lN WITNESS WHERE0E Title Insurance Company of Minnesota has caused its corporate
name and sealto be hereunto affixed by its duly authorized officers on the date shown in Schedule A, to be valid when countersigned
by a validating officer or other authorized signatory
TITLE INSURANCE COMPAM OF MINNESOTA
Authoized Signatuy
tlM Form 2502
6%,,.,,,o
our order No. V17895-2
For Information OntY
L,OT 25 BI',K 1 POTATO PATCH
- charges -
ALTA Owner Policy 9895.00
Tax certif. $2o.oo--TOTAL-- S916'00
****WITH YOT'R REI{ITTANCE PLEASE REFER TO OTIR ORDER NO. V17895-2.*T**
1. Effectlve Date: Decenber 17, 1991 at 8:00 A.M.
2. Pollcy to be lssued, and proposed Insured:
xAL,TA'r Owner'E Policy $285, 000. 00
1987 Reviaion (Anended 1990)
Proposed Insured:
JOSEPH A.A. ROl.lAl{O, I,IARGARET P. RO}!ANO, JAl.tES E. GOLDTARB AIID
ANN L. GOI-,DFARB
3. The estate or intereEt in the land described or referred to ln
this Connitoent and covered herein is:
A f'ee sinple t
4. Title to the eEtate or lnterest covered herein ls at the
effectlve,date hereof vested in:
HADLEY I'!. GRAY A}ID CAROI, C. DUDDY
5. The land ref,erred to in this connitnent is described as
follows:
LOT 25, BLOCK 1, VAIL/POTATO PATCH, ACCORDTNC TO THE RECORDED
::t
THEREoF, COUNTy oF E"aGLE, srArE oF cor,oRADo.
AIJEP"OMMITMENT
SCHEDUI-.E A
O
PAGE 1
Arla coM!{rrMENr
SCHEDT'LE 8.1
(Requirenente) our Order No. vU895-2
The following are the requirenents to be conplied sith:
1. Palment to or for the account of the grantors or nortgagors of
the fulL conslderatlon for the estate or interest to be
insured.
2. Proper instrument(s) creating the estate or interest to be
insured nust be executed and duly filed for record, to-wit:
3. EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERT.!S, CONDITIONS AND
PROVISIONS OT THE TOWN OF VAII., TRANSFER TAX HAVE BEEN SATISFIED.
4. THTS PROPERIY IS SUBJECT TO THE JOINT RESOLUTTON AND NOTTCE OF ENCUIIBRANCE
OF UPPER EAGLE VALLEY CONSoLIDATED SANITATION DISTRICI AND VArL VAL,LEY
CONSOIJIDATED TIATER DISTRICT RECORDED JANUARY 18,'1990 IN BOOK 521 AT PAGE
44L.
5. WARRANTY DEED FROM HADLEY M. GRAY AND CAROL C. DUDDY TO JOSEPH A.A. ROMANO,
UARGARET P. ROIiANO, JAI'{ES E. GOLDFARB AND ANN 1,. GOLDFARB CONVEYING SUBJECI
PROPERTY.
THE COTJNTY CI,ERK AND RECORDERS OFFICE REQUIRES RETURN
ADDRESSES ON DOCI'uENTS SENT FOR RECORDINGI I
=:!=
PAGE 2
ALTO"oMTlrrrMENT
SCHEDULE 8.2
(Exceptions) Our Order No. V17895-2
The pollcy or policies to be issued will contain exceptions to thefollowing unless the Eane are dispoEed of to the satilfaction ofthe Conpany:
l. Standard Exceptions 1 through 5 printed on the cover Eheet.
6. Taxes and agsessnents not yet due or payable and special
assessnents not yet certified to the Treasurerrs office.
?. any unpald taxes or asseE,smente against said. land.
8. I-,iens for unpald water and sewer charges, if any.
9. RTGHT OF I|AY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTUORITY OF TTIE
ITNTTED STATES AS RESERVED IN IINTTED STATES PATENT RECORDED tuly 13, L939,IN BOOK 123 AT PAGE 517.
10. RESTRTCTM COVENANTS, WHrCH DO NOT CONTATN A TORTETTURE OR REVERTER
CLAUSE, BUT OI.TITTING RESTRICTTONS, TF ANY, BASED ON RACE, COIOR, RELIGION,
OR NATIONAL ORTGTN, AS CONTAINED IN INSTRTJI{ENT RECORDED MaTch 05, 1974, IN
BOOK 233 AT PAGE 628 AND AS AIIENDED IN INSTRTUENT RECORDED September 24,
L97.5, IN BOOK 241 AT PAGE 950.
11. UTIIJITY AND DRAINAGE E.ASEMENT 20 FEET IN WIDTH ALONG THE SOUTHERLY LOT LINE
oF SUBJECT PROPERTy AS SHOWN ON THE RECORDED pr,AT OF VArL/POTATO PATCH.
12. EASEMENTS, RESERVABIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON TH8
RECORDED PLAT OF VAIL/POTATO PATCH.
13. TERMS, CONDTTIONS AND PROVISIONS OF THE JOTNT RESOLUTION AND NOTTCE OF
ENCI,'UBRANCE OF T'PPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT AND VAIL
vALLEy CONSOTJIDATED I{ATER DTSTRICT RECORDED JANUASY 18, 1990 rN BOOX 521.AT
PAGE 441.
NOTE: UPON EVIDENCE SATISFACTORY TO THE COMPANY THAT SAID ENC('}{BRANCE HAS
BEEN PAID IN FI'IJJ, SATD EXCEPTION WTLI.', BE DELETED.
PAGE 3
GUARANTEO couPANT
DI SCIPSURE STATEIiIENT
Reguired by Senate Bill 91-14
A) The subJect real property nay be located in a special taxingdlstrict.
B) A certiflcate of raxes Due listing eactr taxing JurisdJ.ctionnay be obtained fron the county Treasurer or the County
freasurer,e authorized agent
C) The infornation regarding special districts and the boundariesof such dlstricts nay be obtained fron tbe Board of County
Connissionere, the County clerk and Recorder, or the County
Assesgor.
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ZONE CHECK
FOR
SFR, R/ R P/S ZONE D]STRICTS
fo
L FilinswTCtf
DATE:
LEGAL DESCRIPTION: Lot 27 BlocK
ADDRESS:
orJr'lER
ARCH] TECT
ZONE DISTRICT
PROPOSED USE
**LOT SiZE
l{a i ar }r t-
Total GRFA
7
HONE
HONE
ol
fro
Total-
77
+'7+'
?1c*
noa,?-z'-t67TE
--43-N. +.
zle_
ll,Lt9
1
%d-v.
4tu_
Primary "^ro 2T1& + 425 =ZA0 4,0
Secondarv GRFA 1666.4 qzs
Setbacks Front
Sides
Rear
I4ater Course Setback
qih6 a.1rrariara
Landscapin n 6b%
Retaining Wa11 Height.s
Parking
f:lrarra CrodiI c
Drive:
Vievr Corridor Encroachment:
Environmental,/Hazards :
Previous conditions of approval
Does Lhis request. involve a 250
= zou.+
20'
15'
15'
(30) (s0)
4472
lq?-q'l
'1 t / a,
2) Percenr slope bLV&+ DF|Ve -'24,lr/,
3l Geolooi r: Hazardg
a) Snow Avalancheb) RockfaIIc) Debris Flow N O4) Wetlands hfo
(check property rire) : MOlrlE
Addit ion?
How much of t.he all-owed 250 Addition is useO wi-ffr tfris request? NAla
**Note: Under Sections 18.12.090 (B) and 18.13.080 (B) of the Municipal
Code, Lot.s zoned Two Family and Primary,/Secondary which are less than
15,000 sq. ft. in area may not construct a second dwelling unit. The
Community Development. Department may grant an except.ion to thisrestriction provided the applicanL meets the criteria set forth under
Sect.ions 18.12.090 (B) and 18.13.080 (B) of the Municipal Code including
permanent.Iy restricting t.he unit. as a long-term rent,al unit for full-
time enployees of t.he Upper Eagle VaIley.
?h-(c* DRt
3!U N/F-7,
nxistino/ProDosed
t00;F
VM
{fn"q'o b
(3oo) (60o) (eoo)tr;o;l |.174,5 9,F,
Permitted slope -!! Actuar Slope 0"
Date approved by Town Engineer:
-
Yes- N. fr0N2 ???-
1) Flood PIain
1n
Town of Vail
25 South Frontage RoadVail, Colorado 81557(303) 479-2L38
Plan analysis based on
the l-99L Uniform Building Code
Name: ROMANO PRIMARY Address : '793 POTATO PATCH
Date: May 22, 1,992 Contractor: COBURN DEV. INC.
Occupancy: R3rM1 Architect: ARMON/DASS
Type of Const: V-N Engineer: NONE
Plans Examiner: C. Feldmann
NOTE:The code items listed in this report are not intended to be a complete
listing of all possible code requirements in the 1991 UBC. It is a guide to
selected sect.ions of the code.
SEPARATION
DIRECT]ON BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property line 20.0 Feet 20-0 Feet
EAST Building 0.0 Feet 0.0 Feet
SOUTH Property line 75.0 Feet 75.0 Feet
WEST Property line 15.0 Feet 15.0 Feet
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 17-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON_BRG OPNG BRG NON-BRG OPNG
WALL U'IALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT
R3 Ohr Ohr None thr* thr* NOP Ohr Ohr None Ohr Ohr None
M1 Ohr Ohr None thr* thr* NOP Ohr Ohr None Ohr Ohr None
The exterior walls may be of COMBUSTIBLE material. Sec -220L.
None -- No fire protection requirements for openings.Prot -- Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the waIl maxj-mum. Sec.2203. (b) & Tab1e 5-A
Maximum single window size is 84 sq.ft with no dj-mensiongreater than 12 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this wal1.)k -- These walls may be required to have a parapet wall 30 inches
above the roofing. The parapet walI j-s required to have the same
fire rating as the waLL. See section 1710. for detai.l-s and exceptions.
t-
FL NAME AREA MIN.LIGHT MTN.VENT NO.EXITS EGRESS
3 Bedroom #13 Bath room
3 Master bedroom
3 Master bath3 Ha11s, closets, etc.
TOTAI FOR FLOOR2 Living room2 Dining room2 Kitchen2 Laundry room2 Bath room2 Ha11s, closets, etc.2 Garage
TOTAL FOR FLOOR
1 Bath room#1L Bedroon #1L Farnily room1 Bedroom #21 Bath room#21 Bedroom #31 Ha11s, closets, etc.
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
158
40
207
t3'7
294
846
335
200
134
88
ZJ
229
540
155 0
38
1,49
322
L37
42
133
11R
959
333s
L6.80
0.00
20.70
0 .00
0.00
33.60
20 .00
13.40
0.00
0.00
0 .00
0 .00
0.00
r-4.90
32.20
13.70
0.00
r_3.30
0.00
8 .40
2.00
10 .35
A eq
0.00
16.80
10.00
5.70
4 .40
1 .50
0.00
0.00
1.90
7 .45
1_6.10
6. 8s
2.L0
5. 65
0.00
Yes
No
Yes
No
No
No
No
No
No
No
No
No
NO
YeS
No
Yes
No
Yes
No
L
l"
l_
I
z
1
t
t_
t_
l-
1
t-
t-
1
L
t
t-
1
l_
1
1_
2
l-) EGRESS - An operabLe window or door that opens directly to the exterj-oris required from thj.s room. The minimum clear openable area must meet
the following. -- Sec. 1,204.L) The minimum clear height is 24 inches2, The mininum clear width is 20 inches
3) The minimum cfear area is 5.7 square feet4l The maximum sill height is 44 inches
2, The number of exits is based on Table 33-A (Dwellings)
3) A mechanical vent.ilation system may be used in in Lieu of exterior
openings for vent.ilation. -- Sec. l-205. (c)
5) The requirements for 2 exits from the 3rd floor is based on
Sec. 3303. (a) exc. 3.
ROOM DII,IENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet 5
inches. Kitchens, halJ-s, bathrooms and toilet compartmenLs may have a
ceiling height of 7 feet measured to the lowest projection. ff the ceilingis sloping, then the minimum height is required in onLy L/2 of the area.
--Sec. L207. (al
Every dwelling unit shal-l have at least one room which has not less than 120
square feet of floor area. Other habitable rooms except kitchens shall have
an area of not less than 70 square feet. -- Sec. 1207.(b)
Habitable rooms other than a kitchen shall not be less than 7 feet in any
dimension. -- Sec. 120?. (c)
i
GLAZING REQUIREMENTS:
A11 glazing in hazardous locations is required to be of safetyglazing material . -- Sec. 5406. (d)
1) Glazing in ingress and egress doors except jalousies
2', Glazing in fixed and sliding panels of sliding door assembLies and
panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.4l Glazing in al"L unframed swinging doors.5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a building wa1l
enclosing these compartments where the bottom exposed edge of theglazing is Less than 50 inches above a standing surface and drain inlet.6) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxj-ng is withj-n a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edgeof the glazing is l-ess than 60 inches above the walking surface.7) Glazing in an individual fixed or operable panel, other t.han thoselocations described in items 5 and 6 above, than meets aII of thefollowing conditions:A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than 18 inches above the floor.C. Exposed top edge qreater than 36 inches above the floor.D. One or more walking surfaces within 36 inches horj-zonta11y of theplane of the glazing.
8) Glazing in raiLings regardless of height above a walking surface.
Included are structural baluster panels and nonstructural in-fi11panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceiling or wa.l-.1- at a poj-nt centrallylocated in the corridor or area giving access to each sleeping area.
-- Sec. 1210. (a) 4.
A smoke detector is required on the ceiling or wall in each sleepingarea. -- Sec. t210. (a) 4-
A smoke detector is required on all stories- -- Sec- 1210. (a) 4.If the upper level contains sleeping room(s), a smoke detector is requiredin the ceiling of the upper level close to the stairway.
-- Sec. 1210. (a) 4
Smoke detectors are required to be wired to the building's power source andshall be equipped wifn a battery backup. -- Sec.I2IO-. (a) 3.
Detectors shal1 sound an'a1arm audible in all sleeping area of the dwellingin which they are l-ocated. -- Sec. 1210. (a) 4.
F IREPLACE REQUIREMENTS :
MASONRY FIREPLACE:1) Fireplace must be supported by a foundation. -- Sec. 3707.(b)2l The firebox must be at least 20 inches deep and walls of firebox areto be 1"0 inches thick. If the lining is of firebrick then the wal-l-s
may be 8 inches thick. -- Sec. 3707. (c)
,+
3) The minimum clearance to combustible material is from the fireplace,
smoke chamber, and chimney wal1s is 2 inches. Combustible material maynot be placed within 6 inches of fireplace openj-ng and combustible
within 12 inches may not project more than 1/8 inch for each 1 inch of
clearance. -- Sec. 3?07. (h)
4) The hearth must be noncombust.ible, a minimum of 4 inches thick, and
supported by noncombustible material. The hearth size must be at l-east.:
If Opening size is: Front extension Side extension
Less than 6 sq.ft. 15 inches 8 inches
5 sq.ft. or greater 20 inches 12 inches
-- Sec. 3707. (k) e (1)
5) Chimney heiqht must be per Table 37-B
OCCUPANCY SEPARATION:
Betvreen the garage and the residence, materiaLs approved for thr fireconstruction are required on the garage side only and any doors betweenthe garage and the residence are to be a seff-cfosing 1 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec. 503.(d) exc. #3
STAIR REQUIREMENTS:
A stairway in a dwelling must be at least 36 j-nches wide. -- Sec. 3306.(b)
The maximum rise of a step is 8 inches and the minirnum run is 9 inches.
-- Sec. 3306. (c) exc. #1Provide a handrail on one side a stairway 34 to 38 inches above the nosing ifthere is 4 or more risers. -- Sec. 3306. (i)
Provide a guard rail where drop off is greater than 30 inches. Minimum height
= 36 inches, maximum opening size = 4 inches. -- Sec. I7L2.(a) exc. #1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Enclosed usable space under the stairs j-s required to be protected as requJ-redfor thr fire-resistive construction. -- Sec. 3306. (1)
SHAFT ENCLOSURES:l-) Chutes and dumbwait.er shafts with a cross-sectional area of not more than9 square feet may lined on the inside with not less than 26 gaqegalvanized sheet metal with al-I joints locklapped. The outside must bet hr construction. A11 openings into any such enclosure shaf l- be protected
by not less chan a self-closing solid wood door I 3/8 inches thick orequivalent. -- Sec. 1?06. (f)
2) Gas vents and noncombustible piping installed in walls passing through3 floors or less do not need to be in L hour shafts.
-- Sec. 1706. (c)
3) A11 other shafts are required to be enclosed in a t hour assembly.
-- Sec. 1705. (a)
CRAWLSPACE REOUIREMENTS :1) Provide ventil-ation either by mechanical means or by openings in exteriorwall-s. Opening shall provide a net area of not l-ess than L square foot for
each 150 square feet of area in crawl space. Openings shall be distributed
on two opposite sides and be located as close to corners as practical .
-- Sec. 2516.(c) 6. Note: vent openings may'be reduced to 10E of the aboveif ground surface area is covered with an approved vapor barrier and thebuilding official- approves.
For a 553.0 sq.ft. crawLspace area:Ratio Minimum sq.ft. of vent
1/1s0 3.69
2') Provide 18-inch by 24-inch access opening to the crawl space area. Note:
opening may be required to be larger if nechanical equipment is located
in the crawl space. -- Sec. 2516. (c) 2.
3) Untess the wood is listed as an approved wood of naturaL resj-stance to
decay or treated wood, the minimum clearance between exPosed earth and
floor joist is 18 inches. The minimum clearance to beams and girders is
is 12 inches. -- Sec. 2516. (c) 2.
Additional Requirements :for R3 OccupancyThis project will require a site j-mprovement survey. Such survey
shall be submitted and approved prior to request for frame
inspection.
Al-I crawl spaces wit.hin the town of vail are linited to a earth to
structural floor ceiling height of 5', be earth floor only, beventilated as per UBC 2516 (c) 5 with minimum access as per UBC
2515(c)2 and maximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or more sha1l require an
engineer design. Such design shall address drainage, soil retainage,
and structural design.
Excavation below slabs on grade shall not be perrnitted without prior
approval .
Address numbers shall be posted plainly visinle and tegible from thestreet.
For M1 Occupancy
Slope garage fLoor to aLlow for drainage to outside or provide afloor drain wj-th with sand and oil interceptor Lo dry well or to
sewer. Any garage floor drain connected to sewer must be appproved
by Upper Eagle Valley Water & Sanitation District.
In garages with living area above, the walls of the garage which are
bearing Lhe area above shall be protected with one hour fireresistive construction. UBC 503(b) .
Town of Vail
25 South Frontaqe Road
Vail, Coforado 81657(303) 479-2138
Pl-an anal-ysis based onthe 1991 Uniform Building Code
Name: GOLDFARB RESIDENCE Addressz 793 POTATOE PATCH
Date: Vlay 22, 1992 ContracLor: CORBURN DEV. INC.
Occupancy: R3rM1 Architect: ARMON/DASS
Type of Const: V-N Engineer: NONE
Plans Examiner: C. Feldmann
NOTE:The code items list.ed in this report are not j-ntended to be a compLete
Ii-sting of a}l possible code requiremlnts in the 1991 UBC. It is a guide to
selected sections of the code.
SEPARATlON
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property Iine 22.0 Feet 22.0 EeeLEAST Property line 15.0 Feet 15.0 Feet
SOUTH Property line 73.0 Feet 73.0 Feet
WEST Building 0.0 Feet 0.0 Feet
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table L7-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON_BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT V{ALL V{ALL PROT V{ALL V{ALL PROT WALL WALL PROTR3 Ohr Ohr None Ohr Ohr None Ohr Ohr None thr* Lhr* NOPM1 Ohr Ohr None Ohr Ohr None Ohr Ohr None thr* thr* NOP
The exterior walls may be of COMBUSTIBLE material . Sec.220L.
None -- No fire protection requj-rements for openings.Prot -- Openings are to be protected with 3/4 hr fire assemblies.50* of the area of the wall maximum. Sec.2203.(b) & Table 5-A
Maximum single window sj-ze is 84 sq.ft with no dimensiongreater than 12 feet. -- Sec. 4306. (h)
NOP -- Openings are not permitted in this waIl.* -- These wa1ls may be required to have a parapet wal-l 30 inches
above the roofing. The parapet wall is required to have the samefire rating as the wall. See section 1710. for details and exceptions.
NA!!EFL MIN. LIGHT MIN.VENT NO.EXITS EGRESS
3 Master bedroom3 Master bedroom3 Halls, closets, etc.
TOTAL FOR FLOOR2 Garage2 Kitchen&Dining2 Living room2 Laundry room2 Bath room
2 Halls, closets, etc.
TOTAL FOR FLOORl- Bedroon #11 Bath room1 Bedroom #21 Bath room#21 Ha1Is, closets, etc.
TOTAL FOR FLOOR
BUILDING TOTAL
FOOTNOTES:
237
t47
L42
526
528
259
447
82
31
100
1-44'l
t77
39
183
38
139
576
2508
23.70
14 .70
0.00
0.00
2s. 90
44.70
0.00
0.00
0.00
l't .70
0.00
18.30
0.00
0.00
11.85
7 .35
0.00
0.00
t2.95
22.35
4.10
1 .55
0.00
8 .85
1.95
9.151 0n
0.00
Yes
Yes
NO
No
No
No
No
No
No
Yes
No
Yes
No
No
1
L
2
2
1
L
1
1
t
L
1
1
L
1-
1
1
L
2
L) EGP€SS - An operable window or door that opens directly to the exterior
is required from this room. The minimum clear openable area must meet
the following. -- Sec. 1204.1) The minimum clear height is 24 inches2l The minimum clear width is 20 inches3) The minimum clear area is 5.7 square feet4) The maximum sill height is 44 inches
2l The number of exits is based on Table 33-A (Dwellings)
3) A mechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. f205. (c)
5) The requirements for 2 exits from the 3rd floor is based on
Sec. 3303. (a) exc. 3.
ROOM D]MENSIONS:
Habitable space shall have a ceiling height of not less than 7 feet 6
inches. Kitchens, halls, bathrooms and t.oilet compartments may have a
ceiling height of 7 feet measured to the lowest projection. ff the ceiling
is sloping, then the minimum height is reguired in onl-y l/2 of the area.
--Sec. 1207. (a)
Every dwelling unit shall have at least one room which has not less than 120
square feet of floor area. Other habitable rooms except kitchens shall have
an area of not less than 70 square feet. -- Sec. L207.(b)
Habitable rooms other than a kitchen shall not be fess than 7 feet in any
dimension. -- Sec. 1207. (c)
GLAZING REOUIREMENTS:
A11 glazing in hazardous locatj-ons is required to be of safetyglazing materj.al. -- Sec. 5406. (d)
l-) Glazing in ingress and egress doors except jalousies
2\ Glazing in fixed and sliding panels of sl-iding door assemblies and
panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors
4) Glazing in all unframed swinging doors.5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a building waII
enclosing these compartments where the bottom exposed edge of the
gLazing is less than 60 inches above a standing surface and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bottom exposed edge
of the glazing is less than 50 inches above the walking surface.
7l Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:A. Exposed area of an j-ndividual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 35 inches above the floor.
D. One or more walkj-ng surfaces within 36 inches horizontally of theplane of the glazing.
8) Glazing in raj-lings regardfess of height above a walking surface.
Included are structural baluster panels and nonstructural in-fiIl
panels.
See exceptions.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceiling or wal-l- at a point centrally
located in the corridor or area giving access to each sleeping area.
-- Sec. 1210. (a) 4.
A smoke detector is required on the ceiling or waII in each sleeping
area. -- Sec. 1210. (a) 4.
A smoke detector is required on aII stories. -- Sec. 1210. (a) 4.
If the upper level contains sleeping roon(s), a smoke detector is requj-red
in the ceiling of the upper level close to the stairway.
-- Sec. 1210. (a) 4
Smoke detectors are required to be wired to the building's power source and
shall be equipped with a battery backup. -- Sec. l-210-(a) 3.
Detectors shalL sound an alarm audible in all sleeping area of the dwellingin which they are located. -- Sec. 1210. (a) 4.
FIREPLACE REQUIREMENTS :
MASONRY FIREPLACE:1) Fireplace must be supported by a foundation. -- Sec. 3707.(b)2) The fi-rebox must be at least 20 inches deep and walls of firebox are
to be 10 inches thick. If the lining is of firebrick then the walls
may be 8 i-nches thick. -- Sec. 3707. (c)
3) The minimum clearance to combustible material is from the fireplacet
smoke chamber, and chimney walls is 2 inches. Combustible material- may
not be placed within 6 inches of fireplace opening and combustible
within 12 inches may not project more than 1/8 inch for each l- inch of
clearance. -- Sec. 3707. (h)
4) The hearth must be noncombustible, a minimum of 4 inches thick, and
supported by noncombustible rnaterial . The hearth size must be at least:
If Opening size is: Front extension Side extension
Less than 6 sq.ft.
5 sq.ft. or greater
-- Sec. 3707. (k) & (1)
5) Chimney height must be per
16 inches
20 inches
TabLe 37-B
8 inches
12 inches
OCCUPANCY SEPARATION:
Between the garage and the residence, materials approved for thr fire
construction are required on the garage side only and any doors between
the garage and the residence are to be a self-cfosing 1 3/8 inch solid
core door or a 20 minute fire door. -- Table 5-B & Sec.503.(d) exc. #3
STAIR REQUIREMENTS:
A stairr^ray in a dwelting must be at least 36 inches wide. -- Sec. 3306. (b)
The maximum rise of a step is 8 inches and the minimum run is 9 inches.
-- Sec. 3305. (c) exc. #1Provide a handrail on one side a stairway 34 to 38 inches above the nosj-ng if
there is 4 or more risers. -- Sec. 3306. (i)
Provide a guard rail where drop off is greater than 30 inches. Minimum height
= 36 inches, maximum opening size = 4 inches. -- Sec. L712.(a) exc. #1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Encl-osed usable space under the stairs is required to be protected as required
for thr fi-re-resistive construction. -- Sec. 3306- (f)
SHAFT ENCLOSURES:
1) Chutes and dumbwaiter shafts wi-th a cross-sectional area of not more than
9 square feet may lined on the inside with not fess than 26 gage
galvanized sheet met.al with all joints locklapped. The outside must be
L hr constructj-on. AII openings into any such encl-osure shafl- be protected
by not less than a self-closing solid wood door I 3/8 inches thick or
equivalent . -- Sec . l-?0 6 . (f )2) Gas vents and noncombustible piping installed in walls passing through
3 floors or less do not need to be i-n t hour shafts.
-- Sec. 1706. (c)
3) A11 other shafts are required to be encLosed in a t hour assembly.
-- Sec. 1706. (a)
CRAWLSPACE REQUIREMENTS :1) Provide ventiLation either by mechanical means or by openings in exterior
walls. Opening shall provide a net area of not less than 1 square foot for
each 150 square feet of area in crawl space. Openings shall be distributed
on two opposite sides and be Located as close to corners as practical.
-- Sec. 2516.(c) 6. Note: Vent openings may be reduced to 10E of the above
if ground surface area is covered wlth an approved vapor barrier and the
building official approves.
For a 800.0 sq.ft. crawlspace area: _Ratio Minimum sq.ft. of vent
1/150 s.33
2) Provide l8-inch by Z4-inch access opening to the crawl space area. Note:
opening may be required to be larger if mechanical equipment is located
in the crawL space. -- Sec. 251-5. (c) 2.
3) Unless the wood is listed as an approved wood of natural resistance to
decay or treated wood, the minimum clearance between exposed earth and
floor joist is 18 inches. The minimum clearance to beams and girders is
is 12 inches. -- Sec . 2516. (cl 2.
Additional Requirement.s :
For R3 Occupancy
This project will require a site improvement survey. Such survey
shall be submitted and approved prior to request for frame
inspection.
AII crawl spaces within the town of vail are limited to a earth to
structural floor ceiling height of 5t, be earth floor only, be
vent.ilated as per UBC 251-6 (c) 6 with minimum access as per UBC
2516(c)2 and maximum access of 9 sq. ft.
Any building site with a slope of 30 degrees or more shal1 requi-re an
engineer design. Such design shall address drainage, soil retainage,
and structural design.
Excavation below slabs on grade shalI not be permitted without prior
approvaL
Address numbers shal1 be posted plainly visible and legible from the
street.
For Ml Occupancy
Slope garage floor to al-low for drainage to outside or provide a
floor drain with with sand and oi1 interceptor to dry well or to
sewer. Any garage floor drain connected to sewer must be appproved
by Upper Eagle Valley Water & Sanitation Dist.rict.
In garages with living area above, the walls of the garalJe which are
bearing the area above shall be protected with one hour fireresistive construction. UBC 503(b) .
Town of Vail
25 South Frontage RoadVaiI, Colorado 8L657(303) 479-2L38
PIan review based onthe l99L Uniform Buildinq Code
Name : GOLDFARB/ROMANO PESIDENCE
Date : tf.ay 22, L992
Occupancy: R3, Ml-
Type of Const: V-N
# SHEET IDENTIFICATION
Address: '793 POTATOE PATCH
Contractor: CORBURN DEV. INC.
Architect: ARMON/DASS
Engineer: NONE
Plans Examiner: C. Feldmann
CORRECTION REOUIRED
It is recommended that projects within the Town ofVail which are owner/builder constructed have
foundations staked out by a licensed surveyor to
avoid possible errors in the locatj-on of the
structure.
Projects which are approved by variance to be builtinto a setback or over allowed zoning buildingheight require an additional site improvement survey
upon completion of the founation to document thecorrect location and elevation of the structure.
This area reguires operable exLerior openlng(s)
having an area egual to 5? or more of the floorarea. -- Sec. 1205. (c)
A bathroom is required to have an openable window or
a mechanical ventilation system. -- Sec. 1205. (c)
In bathrooms with a tub or shower and in laundry
rooms a mechanical ventilation system connecteddirectly to the outside shalI be provided- Bathrms
which contain only a wat,er cl-oset or 1av. may beventilated with a recj-rculating fan. UBC 1205(c).
10
11
72
13
Page # 2
Domestic clothes dryer exhaust ducts sha1l be
instalLed as per UMC 1104 and 1903. FlexibLe duct
connectors may not exceed 5' i-n length and shall not
be concealed within construction. Ducts sha1l
terminate outside the building and not exceed L4'
length.
No domestic dishwashing machine sha1l be direct.ly
connected to a drainage system without the use of an
approved dishwasher air-gap fitting. UPC 608.
Cross connection control devices shall- be installed
to protect pollution of potable htater supply by use
of approved backfLow prevention devices. UPC 1003.
Island fixtures shall be special vented as per UPC
6L4.
Plumbing fixtures with mechanical apparatus sha11 be
supplied with an access panel for inspection andrepair of equipment. UPC 904.
Domestic ranges shall have a vertical clearance
above the cooking surface of not less than 30" to
unprotected combustible material. UMC l-901.
Equipment located in underfloor area sha11 rest on a
concrete sl-ab or be suspended from the floor above,
be provided wit.h an access and passageway, and have
a permanent efectric out.let and lighting fixture.
In buildings of unusually tight construction (a11
new construction within the Town of Va1l),
combustion air shall be obtained from the outside.
Such combustion air openings shall be as per UMC Ch.
6.
Approved gas logs may be installed in solid-fue1
burning fireplaces provided the instalLation is
according to the listing instructions, any dampershall be removed or permanently blocked, and a
safety shutoff valve is provided. UMC 803.
Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equipment, ventlocation and termination, and combustion air to be
supplied prior to any installation.
T4
L5
Ib
L7
Ib
19
20
2L
Page # 3
Gas piping shall not be installed in or on the
ground under any building or structure and exposed.
gas piping shall be kept at least 5" above grade.
uMc 2213 (b)
The enclosed usable space under the stairs is
required to be protected by thr fire-resistive
construction. -- 3305. (I)
The open side of all decks, porchesr stairs, etc.
which are more than 30" above grade shaLl beprotected with a guardrail. Openlngs can not exceed4*. Within R-1 occ. and aII R-3, height min. is
36"-outside R-1 occ. height min. is 42". UBC 171-L.
Unless the lower level is clearly shown as a
basement (6' or less from floor above to grade for
50t of building perimeter), a 3 fevel dwelling will
require 2 means of exiting from the 3rd. level if
3rd. level exceeds 500 sq. ft. UBc 420 & UBc
3303 (a) .
Because of this project's location, the foundation
is required to be dampproofed to prevent damage to
areas below finished qrade. UBC 1707(d).
The structure is required to be anchored to the
foundataion with L/2 :-,nch anchor bo1ts. The bolts
must be into the concrete or masonry ? inches and
spaced a maximum of 6 feet apart. See code for
additional requirements. -- Sec . 2907 . (t)
TOWN OF VAIL
75 S. FRONTAGE RD.
VAIL COLORADO 81-557
(303) 47e-2L39
**************** TNFORMATION
TOTAL VALUATION 635000
THIS 1S NOT A FAST
TNPUTED *********** * * **
THE NEW SQ. FT. ADDED.... 5843
TRACK PERMIT
THE
THE
THE
THE
OTHER VALUATTONS
BUILDING VALUATION
ELECTRICAL VALUATION. . . . . .
PLUMBING VALUATION
MECHINACAL VALUATION. . . . . .
63 5000
0
0
0
* * * * * * * * * * * * * * * * PERMfT FEE INFORMATJON ********t ***
BUILDING PERMIT FEE.. . 2880
BUILDING PLAN CHECH FEE..... 1872
ELECTRICAL PERMIT FEE....... O
MECHINACAL PERMIT F88....... O
MECHINACAL PLAN CHECK FEE... O
PLUMBING PERMIT FEE......... O
PLUMBING PI,AN CHECK F88..... O
RECREATION FEE 876.45
DESIGN REVIEW BOARD FEE..... 4OO
CLEAN UP DEPOSET.... 75O
TOTAL PERMIT FEES. 6778.45
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NS
I
PE REQUEST
VAILROJECT
JOB NAME
CALLER
PERMIT NUMB
READY FOR INSPECTI
LOCATION:
U WED THUR
"t't
?,\ ? $,
"., ,4.N t\')t. -\*.' I
BUILDING:
tr FOOTINGS / STEEL
z-piuMerNc,
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEEB
PLYWOOD NAILING
INSULATION -tr POOL / H. TUB
SHEETROCK NAIL
tr FINAL
ELE
trT
OF
trC
tr-
..--' MECHANICAL: )| ,- ------'-\-- _EtrFEfiTING
-D EXHAUST HOODS
CONDUIT
tr FINAL
tr DISAPPBOVED tr REINSPECT REQUIRED
GORRECTIONS:
"or, :</t*> rNSPEcroR
nFsno"
-
INSPECTION REQUEST
CALLER CHttcr F
# ss.lo
oo*t'1'17 JoB NAME ol. D,:
PERMIT NUMBER OF PROJECT
READY FOR INSPECTION:
LOCATION:
TUES WED THUR
,rftro p
TOWN OF VAIL
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATEB
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEB" PLYWOOD NAILING EI GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION BEQUIRED
INSPECTOR
Pnifrsao"
rhe lrens r"r"#:.:-::':::1":"':::::-
glving a pernit a flnal C of O.
Please check off 1n the box provlded.
FINAL PLI'MBINC
DATE:
i
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I FINAL }IECHANICAI
DATE:
FINAI BUILDING EAST SIDE:WEST SIDE:
DATE:
TEMPOMRY C OF O
DATE:
CERTIFICATE OF OCCUPANCY
DATE:
LANDSCAPING DUE
DATE!
FILE NA}iE:\5grq5
SPECIFICATIONS
PROJECT
GOLDFARB/ROII{ANO RES IDENCE
LOT 25, BLOCK 1
VAIL POTATO PATCH
vArr,, coLoRADo
ARCHITECTS
ARI.{ON/DABBS ARCHITECTS, PLANNERS
158 FTLLMORE, SUrTE 205
DENVER, COLORADO 80206
( 303 ) 399-0280
MAY 14, 1992
I
r TABLE oF coNTENTs
I DMSTON 0 - BIDDTNG AND CONTRACT REoUIREUENTS
SECTION OO22O - SOIL INVESTIGATION DATAI SECTION OOTOO - SUPPI,,EMENTARY GENERAL CONDITIONS OF
I CONTRACT
SECTION OO71O - GENER,AL CONDITIONS OF CONTR.ACT
sEcTroN 00800 - ALLOWANCES
Ir DMSTON 1 - GEIIERAL REQUTREMENTS
SECTION O1O1O - SUMMARY OF T{ORK
I sEcTroN 01040 - cooRDrNATrON
I SECTTON 01300 - SUBMTTTALS
SECTION 015OO - CONSTRUCTION FACILTTIES AND TEMPORARY
CONTROLS
I SECTTON 01600 - MATERTAL AND EQUIPMENT
- SECTION O17OO - CONTRACT CLOSEOUT
I DrvrsroN2 - srrEwoRxI SECTION 02210 - SITE GRADING
SECTION 02220 - STRUCTURE EXCAVATION AND BACKFILLINGI SECTION 02513 - ASPHALTIC CONCRETE PAVINGr- DrvrsroN3 - coNcRETE
SECTION O33OO - CAST-IN-PLACE CONCRETErI DIVISION4 - UASONRY
SECTION O44OO - STONE },TASONRY AND FIREPLACES
I DrVrSrON5 - UETALS
SECTION 05120 - STRUCTURAL STEEL
I DMSTON 6 - !{OOD A}lD PLASTTCS- sEcrroN 05000 - cARpENTRy, MTLLwoRK AND RELATED rrEMs
SECTION 05181 - GLUE-LAMINATED STRUCTURAL UNITS
I DMSION 7 - TIIERI'IAL AlfD I'OISTURE PROIECTION
SECTION 07113 - MODIFIED BITUMINOUS MEMBR.,ANE g'ATERPROOFTNG
I SECTION 07160 - BITUUINOUS DAMPPROOFING
I SECTTON 07213 - BUTLDTNG TNSULATTON - BATT TypE
SECTION 07410 - PREFORIIIED METAL ROOFING
I sEcTroN 07460 - CLADDING/SrDrNG
I SECTION 07500 - FLASHTNG AND SHEET METAL
- SECTION O79OO - SEALANTS
I DrvrsroN 8 - DooRs AND WTNDOWSt sEcrroN 08210 - wooD DooRS
SECTION 08350 - OVERHEAD DOORS
I sEcTroN 08370 - $IOOD SWTNGTNG GrASS DOORS
I SECTTON 08610 - 9iOOD WTNDOI{S- SECTION 08830 - MIRRORS
I
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I DTvIsIoNg - FINISHES
_ sEcTroN 09212 - LATH AND PLASTER (EXTERIOR)
I sEcTroN 09250 - cypsuM WALLBOARD SYSTEMSI sEcrroN 09310 - cERAMrc rrLE
SECTION 09680 - CARPETTNG
I SECTIoN 09900 - PAINTING
r DrvrsroN 10 - spEcrArrTrEs (Nor usED)
I Drvrsrox 11 - Eeurp!{ENT (Nor usED)I
DrvrsroN 12 - FURNTSHTNGS (NOT USED)
I DTVTSTON 13 - SpECrAr., CONSTRUCTTON (NCIr USED)
r DrvrsroN 14 - coNvEyrNG sysTElls (Ngr usED)
Ir DrvrsroN t5 - MEcHANrcAr,
SECTION 15OOO - MECHANICAL SYSTEMS
I DTVTSTON 16 - ELECTRICAL
SECTTON 16400 - SERVICE AND DTSTRIBUTION
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I DrvrsroN oI SOIL IT{VESTTGATION DATA
I 1.01 GENERAT
r A. A SoiI Investigation and Foundation Data report hasI *:1",:[:3:';1,.'8:",.!!:, .Bil]185. o' scott' cox &
Job Number 9'l 508
t B. This Soils and Foundation Investigation shall be
considered a Contract Document.
I c' :il*:"":'Hy'::".::ff';::i,".lt"lni. '*"i:i::!l3"".nllwork shall be done in accord with applicable provisionsin the report.I 1.O2 SOIL BORINGS
I A. Subsurface soil investigations have been made at thesite and logs of the test holes are available with theI i:i: i:$"::3:"::,"ii: ,::3:::''",'E!3,ni":ff"3::il::I the Architect, Structural rngineer, Ownei nor the SoilsEngineer guaranbee adeguacy or accuracy of the data or
I that data are representative of all conditions to be
t encountered.
END OF SECTION
t
sEcTroN 00220 'l
sEcTroN 00700
DIVISION O
SUPPLEMENTARY CONDITIONS
The following supplements modify, change, delete from or addto the General Conditions. Where any Article of the GeneralConditions is modified or any Paragraph, Subparagraph or
Clause thereof is modified or deleted by these supplements,the unaltered provisions of that Article, Paragraph,
Subparagraph of Clause shall remain in effect.
AMEND ARTICLE 11.1.22
11 .1 .2 The insurance reguired by Subparagraph 11 .1 .1shall be written for not less than the followinglimits of liability or reguired by law, whicheveris greater.
Workmen's Compensations - Statutory
Comprehensive General Liability, ContractualLiability, and Automobile Liability -
I
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Bodily Injury
_
Property Damage -
Umbrella Coverage - $300,000
These certificates shall contain a provision thatthe coverage afforded under the policies shatl notbe cancelled or materially changed until at least
10 days prior written notice has been given to
Owner and Architect. Sufficient certificates of
insurance or certified copies of the policiesshall be subnitted for inclusion in each of theexecuted Contract Documents.
Insurance Company must be acceptable to the Orrner
and licensed in the State of Colorado.
END OF SECTION
Each person - $3001000
Each occurrence - $500,000
Each occurrence - $100,000
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sEcTroN 00700 1
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I DrvrsroN oI GENERAI. CONDITIONS OF THE COIITRACT
I The "General Conditions of the Contract", A.I.A. Document
t A2O1 , 1987 Edition, Articles 1 through 14 inclusive, is partof this Contract, a copy of which rnay be obtained at theoffice of the Architect.
I
END OF SECTIONI
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sEcTroN 00710 1
I sgcrroN oo8oo
I DrvrsroN oI GENERAI, REQUIREMEIrIS
AI-,LOWNICES
I 1.01 GENERAT
r A. The General Contractor shall provide in his LumpI iH,":'i":l:.f:i':Xi"?"":::::il:.:'*:if,Tffr:i: 5:;of the General Conditions.
I 1 .O2 ALLOWAITCES
I A. Carpet: Including pad and installation,
I twenty-five ($25.00) per square yard.
B. Main Entry Door: One thousand five hundred
dollars ($ 1,000.00), per unit.I C. Security, Phone, Television and Stereo Wiring
I Systems: six thousand dollars ($6,000.00)
I installed, per unit
r D. Door Hardware: two thousand five hundred dollars
I ($2,500.00), for material only, per unit
E. Ceramic TiIe: Six dollars ($6.00) per square foot
for material only
I F. Cabinets and Casework: Allow eighteen thousand
dollars ($18,000.00) for all cabinets,
I ::i;'"tn
and countertops installedr P€r
I c. Appliances: Allow seven thousand dollarsI ($7,000.00), per unit
I H. Interior and Exterior Lj.ght Fj.xtures: Four
t thousand dollars ($4,000.00), per unit
r I. Landscaping and lrrigation: Al-Iow six thousand
I dollars ($6,000) installed, per unit
.7. WalI Covering for Entry Powder Room! Two dollars($2.00) per square foot, naterial onlyr
I
sEcrroN 00800 1
I
I sEcTroN 00800
I K. Toilet and Bath Accessories: One thousand fiveI hundred dollars ($1 ,500.00) per unit
I L. Free-standing Spas: Three thousand dollars
I ($3,000.00) per unit, complete with insulation
package and cover
r END OF SECTION
sEcTroN 00800 2
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1 .01
A.
1.O2
sEcrroN 01010
DIVISION 1
SI'MMARY OF WORX
GENERAT
TIORK INCLUDED
The work of this Contract comprises the general
construclion of a primary/secondary residence to
be built on Lot 25, Block 1, VaiI Potato Patch,Vail, Colorado.
cot{TRAers
Construct the work under a eost plus a fixedguaranteed maximum cost contract .
Relations and responsibilities between Contractor
and subcontractors assigned by Owner shall be asdefined in Conditions of the Contract. Assignedsubcontractors shall, in addition:
1. Furnish to Contractor bonds covering faithful
performance of subcontract work and payment
of 'all obligations thereunder when Contractoris reguired to furnish such bonds to Owner.
2. Purchase and maintain liability insurance toprotect Contractor from claims for not lessthan the limits of liability which Contractoris required to provide to Owner.
END OF SECTION
sEcTroN 01010 1
1 .01
1 .O2
A.
1 .03
A.
1 .04
A.
A.
sEcrroN 01040
DIVISION 1
GENERAI, REQUIREUENTS
COORDINATION
COOPERATTON
Give work the constant attention necessary to
facilitate its progress. Cooperate with
Architect. Maintain at Site a competent and
reliable representative authorized to receive
orders and to initiate necessary actions.
COORDINATION
Be responsible for proper fitting and coordinationof operations of various subcontractors, trades,
and materialmen.
CUTTING ADID PATCHING
Cut, patch, and refinish work as necessary to
coordinate its several parts, so that it functions
optinally, and as indicated in, or reasonablyinplied by, plans and specifications.
DIVISION OF SPECIFICATIONS
These specificatlons are arranged in several
sections and indexed for ease of reference. Such
arrangement shall not be considered, however, todefine or limit the work of any particular
subcontractor, trade, or craft.
END OF SECTION
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I DrvrsroN 1
I GETERAL REQUIREUENTS
SUBI'IITTALS
Ir 1.01 GENERAL
I A. Submittals hereinafter reguired shall be made tof Architect as follows, unless otherwise specified:
t 1. Written submittals: Typed, 3 copies
I 2. Drawings: Prints, 3 copies3. Catalog cuts: Original and 2 copies
I 1.O2 PROGRESS SCHEDT'LEI
A. Progress schedule sha1l show proposed dates ofstart and completion of each subdivision of work.
!
1 .03 COST SCITEDULE
I A. Cost schedule shall show detailed breakdown ofcosts. Sum of all items egual Contract price.
END OF SECTIONI
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sEcrroN 01300 1
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DIVISION 1I GENERAL REQUIREII{ENTS
I CONSTRUCTION FACILITIES AIID TEIIPORARY CONTROLS
I 1.01 TEIIPORARY UTILITIES
I A. Furnish electricity and water for all workr specified herein. Ascertain locations for
temporary service sources and make connections.
t 1.02 SN{TTARY FACTLTTTES
r A. Provide sanitary facilities for duration of
I project.
1 ^2 BARRICADESI
I A. Erect, install, and naintain aII temporary
barricades and other protective means as may bereguired for protection of the public from injury.
I 1.04 SECURITY
I A. Care of work specified herein shall be theI responsibility of Contractor during the progress
of and until completion of and acceptance of the
entire work,
T 1.05 DEBRIS CONTROL
I A' ffTi;i"3'3li"ir.3'nll .fiX"*;' "I":::fi d:;?: i::iland leave grounds clean and orderly. Keep
driveways, entrances, and walks clean and clear atI all times.
END OF SECTION
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sEcrroN 01500 1
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I SECTION 01600
DIVISION 1I GENERAL REQUIREMENTS
UATERIAL AND EQUTPMENT
t 1.01 NT'UBER OF ITEUS REQUTRED
I A. Whenever an article, device, or piece of eguipmentI speeified herein is referred to in the iingutar
number, such reference shall apply to as many such
I articles as are indicated on Driwinlts or reguired
I to complete the installations.
I 1.O2 SUBSTITUTIONS
Ir A. Substitutions of material and equipment will notbe allowed after the bid date except when dictatedby unforeseen circumstances.I
B. The above shall not be construed to mean that
I substitution of materials and equipment will be
I allowed routinely. Oerner reserves the right todisapprove and reject any request he deemsirregular.
I
END OF SECTIONI
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sEcrroN 01500 1
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I sEcrroN 01700
DIVISION 1I GENERAL REQUIRETT{ENTS
CONTRACT CLOSEOUT
I 1.01 CLEADIING
I A. Clean all interior and exterior building surfacesand make same ready for use, before final
I :H$:::Sl":":n.::li:"::'n*::;"""^:'.i*" Ti:313:I Wash and polish both sides of window glass and
remove labels. $lash fixtures and polish trin.
I Restore, or replace, all danaged or defaced
I surfaces to original conditions.
r 1.O2 PRoJECT RECORD DOCUITiEIITS
r A. Submit one ('l ) copy of the following to Architect
upon completion of work:
I 1. Notarized statement certifying paynent of allbills
I 2. Naqe, address, and telephone number of
I S$;ii:::r and major subcontractors and
3. Guarantees, warranties, and bonds as reguired
and as furnished by Subcontractor andt Suppliers.4. Releases of liens covering aII labor and
I materials.
I 5. Instructions and information on the
naintenance and/or operation of eguipnent andfinishes.
I 1.03 CERTIFICATE OF OCCUPAT{CY
I A. Prepare and file a reguest for Certificate of
t Occupancy with Building Department and deliver a
copy of the Certificate to Architect.
r END OF SECTTON
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1 .01
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1 .O2
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1 .03
sEcTroN 02210
DIVISION 2
SITE WORK
SITE GRADING
GEIIERAI.
SCOPE
Excavate, backfill, compact, and grade site toelevations shown on Contract Drawings, asspecified herein, and as needed to meet
reguirements of construction shown.
QUALITY ASSURAIICE
Perform work of this Section in strict accordancewith applicable reguirenents of governmental
agencies which have jurisdiction and specifiedin the Soil Report.
JOB COI{DITIONS
Utilities:
1. Before starting work, coordinate work andobtain clearance from utility companiesand/or governmental agencies which supplyexisting or proposed services to Project.2. Unless they are shown to be removed, protect
active utility lines shown on Drawings or
otherwise make known to Contractor prior toexcavating. If damaged, repair or replace
such utility lines at no additional cost to
Owner.
Protection of persons and property:
1. Protect structures, utilities, sidewalks,
pavements, and other facilities from damagecaused by settlenent, lateral movement,undermining, washout, and other hazards
created by operations under this Section.
sEcrroN 02210 1
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Dewatering:
1. Remove al-I water, including rain water,
encountered during trench and substructurework to an approved location by pumps,
drains, and other approved methods.
2. Keep excavations and site construction areafree from water.
3 a. Removal of surface and rain water shall bepaid for by the Contractor.
3 b. Removal of underground water shall be paid
for by the Owner.
PRODUCTS
SOIL ilATERIALS
Fill and backfill materials:
1. FiII material is subject to approval of SoilsEngineer. Fi11 material is that material
removed from excavations or inported from
off-site borrow areas. It 6ha1l bepredominately granular, free from roots and
other deleterious matter. No expansive soilsshall be used.2. Cohesionless material used for structural
backfill: Use sand which is free from
organic material and other foreign matter,
as approved by Soils Engineer.
EXECUTION
INSPECTTON
Examine areas and conditions under which work ofthis Section is performed. Correct conditions
which are detrimental to timely and proper
completion of work before proceeding with work.
FINISH ELEVATIONS Al{D LINES
Secure services of a registered Civil Engineer or
Iicensed Land surveyor to set and establish finish
elevations and lines.
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2.O1
A.
PART 3
3.01
A.
3.02
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sEcTroN 02210
TOPSOIL EXCAVATION
A. Excavate topsoil from areas to be further
excavated, relandscaped or regraded and stockpileon Site.
EXCAVATING
Excavate every type of material encountered withinlimits of work to lines, grades, and elevationsindicated and as specified herein.
Excavated materials unsatisfactory for fiII:
1. Excavate to a distance below grade asdirected by Soils Engineer and replace withsatisfactory materials.2. Include excavation of unsatisfactory fitlmaterials and replace with satisfactory fillmaterials as parts of lrork of this Section.3. Dispose of excavated material which isunsatisfactory for fill away from Site atdisposal sites arranged and paid for by
Contractor.
Excavation of rock:
1. Where large rock, boulders, granite, orsimilar material is encountered, and where
such material cannot be removed or excavatedby conventional earth-moving equipment,
proceed in one (1) of the following ways:
a. If the possible existence of suchmaterial was referenced in the SoilsInvestigation prepared by the SoiIs
Engineer, the Contractor shall at his
own cost remove or excavate such
material by means which will neithercause additional cost of Owner nor
endanger buildings or structures, on oroff the Jobsite.b. If the possible existence of suchmaterial was not mentioned in the SoilsInvestigation, the Contractor shall
submit a request for a change order to
the Architect outlining aII additional
costs.
sEcrroN 02210 3
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B.
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D. Shoring and bracing:
1. Provide materials for shoring and bracing, as
necessary for safety of personnel, protection
of r.rork, and compliance with requirements of
3.0s
governmental agencies whichjurisdiction.
FITLING AI{D BACKFILLING
have
place on
A. Backfill excavations as promptly as progress of
work permits, but not until:
Acceptance of construction below finish grade
Inspection, testing, approval . and recordinglocations of underground utilities.3. Removal of concrete fornwork.4. Removal of trash and debris5. Horizontal bracing is inhorizontally supported walls.
Ground surface preparation
Remove vegetation, debris, unsatisfactorysoil material , obstructions, and deleteriousmaterials from ground surface before placing
fills.
Plow, strip, or break up surfaces which are
steeper than one vertical to four horizontal ,so that fill naterial will bond with existingsurface or as directed by Soils Engineer.
Scarify exposed soils in areas to be paved toa minimum depth of 6 inches and recompact ata moisture content whj.ch wiII permit proper
compaction as specified for fiII .
c.Placing and compacting:
Place backfill and fill materials in layers
which are not more than 8 inches in loose
depth.
Compact each layer to reguired percentage of
maximum density of the area at optimummoisture content.
Do not place backfill or fiII material on
surfaces which are muddy, frozen, or whichcontain frost or ice.
1.
2.
1.
2.
3.
3.
sEcrroN 02210 4
u,lt!
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- 3.06 .RADTNG sEcrroN 02210
I A. General
I 1. Grade areas uniformly within limits of
I grading under this Section, includingadjacent transition areas.
I 2. Compact with uniform levels or slopes betweenI B::1H"":n3l.o".il:X":l:il"n"r:l: ."in3xl".rll
grades.
I 3.07 COMPACTING
I A. Provide not less than the minimum density of soilt ::ff:i":i:T$":;""1!n"nill:l 3:'::1i".:3::i:l '?Iplace, as reguired by the Soils Report.
. 3.08 FIELD QUALITY CONTROL
I A. Obtain Soils Engineer's inspection and approval of
I subgrades and fill layers before permitting
subseguent construction thereon.
I B. Tf, in Soils Engineer's opinion, based on reports- of testing Laboratory, lubgrade or fills wnicn
I :il:.*::, nl3iil".?il o:*" ,:::::;"u,nlil""il:I perforned, as reguired, at no additional expenseto Owner.
I 3.09 MATNTENANCE
A. Protection of newly-graded areas:
t 1. Protect newly-graded areas from traffic anderosion and keep free from trash and weeds.
I 2. Repair and re-establish grades in settled,
I eroded, and rutted areas to specified
tolerances.
I B. Recondj.tioning compacted areas: lilhere completedcompacted areas are disturbed by subsequentconstruction operations or adverse weather,
I scarify surfacel reshape, and compact to reguireda density, prior to further construction.
END OF SECTIONtsEcrroN 02210 5
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sEcrroN 02220
DIVISION 2
SITE}IORK
STRUCTURE EXCAVATTON AT{D BACKFILLTNG
- PARTl- GENERALrr 1.01 scopE
I A. All required excavation, backfilling, and finish
I grading within the buil-ding area, including 5 feet
beyond periphery of building.
I B. Final finish grading for aggregate base naterial
e^ Miscellaneous related workII 1.O2 CRIBBING AIID SHORING
I A. Provide cribbing, sheathing, and shoring necessary
t to retain earth banks safely and protect
excavations and adjoining grades from caving and
other damage resulting from excavating. Provide
I appropriate protection against bodily injury to
personnel employed on work. Responsibility for
I liiiSl;n'H:"':f,::?l; 3il1'1"'il:":lti:"i; ffi:E''::
t Contractor.
I PART 2 PRODUCTS
I 2.O1 QUALTTY CONTROL
I A. Compaction test wiII be perforrned by Soils
Engj.neer and paid for by Contractor.
I B. Soils at design foundation leve] shall provide
satisfactory support. Footing shaLl- be free of
I loose solids and sha1l be approved by Soils
I Engineer prior to pouring.
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PART 3
3.01
A.
3.O2
3.03
SECTION O222O
EXECUTION
VERTFICATION OF EXISTING COIDITIONS
Visit Site to determine existing conditions,nature of materials to be encountered, and allother factors which concern or affect work.Information of Drawings which pertains to soilconditions and soil investigation report does NOTconstitute a guarantee of uniforrnity of soilconditions throughout Construction Site, NOR aguarantee of ground water levels.
EXCAVATION
Perform excavation to dimensions and elevationsindicated on Drawings or required for footings,
and all work incidental thereto.
Excess excavation shall be avoided. Should an
excavation, through error, be cut to greater depththan reguired, such additional depth shall befilled with concrete of the type and strength usedin construction adjacent to or bearing on the
excavated surface, at no additional cost to Owner.
A1l excavated rnaterial not suitable for' filling,backfilling, as approved by Soils Engineer, andall excess earth or other material shall be
removed fron Site.
FILL AIID BACKFTLL
After completion of footing and other construction
below elevation of finish grades, all forns shall
be removed and the excavation shall be cleaned ofall trash and debris prior to fi11in9 andbackfilling. No fill or backfill shall be placed
until approved by local Building Department.
Material for filling and backfilling shall consistof excavated rnaterial and/or approved importedborrow. It shall be free of organic natter,trash, Iumber, or other debris.
Refer to Soil Investigation Report of record forfill and backfill conpaction reguirements.
END OF SECTION
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sEcrroN 02513
DIVISION 2
SITEWORI(
ASPHALTIC CONCRETE PAVING
PART 1 - GENERAT
r 1.01 scoPE
I A. Asphalt concrete paving reguired for this work
I includes, but is not necessarily limited to:
1. Aggregate subbase2. Aggregate base3. Asphalt concrete paving4. Seal coat
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PART 2 - PRODUCTS
I 2.O1 AGGREGATES
A. Provide aggregates of crushed stone, gravel, sand,
I or other sound, durable mineral- materials,! processed and blended.
I B. Where subbase is necessary, provide aggregate
I 1-1 /2 inch rnaximum size.
r c. For base course aggregates provide following
I maximun sizes:
1. Base courses more than 6 inches thick: 1-1 /2inch
t 2. other base courses: 3/4 inch
I 2.O2 ASPT1ALTS
I A. Comply with provision of Asphalt rnstitute
Specification SS-2:
t 1. Asphalt cement: Penetration Grade 50/602. Prime coat: Cut-back type, Grade Mc-250
I 3. Tack coat: Uniformly emulsified, Grade SS-1H
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PART 3
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3.02
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sEcrroN 02513
SEALER
Provide a sealer which consists of suitablefibrated chemical type asphalt base binders andfillers which have a container consistency whichis suitable for troweling after thorough stirring
and which contain no clay or other deleterious
substances.
HIXING ASPITAI-,T CONCRETE Ii{ATERIALS
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Provide hot, plant-mixed,
materials:
1. Temperature leaving
minimuml 320 degrees2. Ternperature at timeF. minimum
asphalt concrete paving
plant: 200 degrees FF. maximumof placing: 280 degrees
EXECUTION
SURFACE CONDITIONS
Examine areas and conditions under which work ofthis Section will be performed. Correctconditions which are detrimental to timely andproper completion of erork. Do not proceed with
work until unsatisfactory conditions have beencorrected.
PLACEUENT OF BASE COURSES
Base
1. Spread specified base material to a thickness
which meets the compacted thickness of 6
inches.2. Compact to 95t of maximum density.
Tolerances:
1. Provide compacted thicknesses shown on
Drawings within a tolerance of minus 0.0 inchto plus 0.5 inch.2. Provide lines and grades shor,rn on Drawingswithin 3/8 inch in 10'0".3. tilhere deviations occur, correct them byremoving materials, replacing with newnaterials, and reworking and recompacting asrequired.
A.
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I 3.03 plAcEr,rErfr oF ASpHALT coNcR"ETE pAvrNG
I A. Remove aII loose materials from compacted base.
t B' iH:l:,3ilr,3Bi'lii'u"ri:iT;'"::",'ilu ":::l;::::with nanufacturerr s recornmendations.
r C. Spreading
I '1 . Spread naterials in a manner which reguires
I least handling
I D. Rolling
I 1. After material has been spread to proper
I liglli.iiil "ll'tl":"'f:": l"rl3ilu'.nilii!3;I and elevations shown in Drawings.2. Provide finished paving free fron birdbaths
and with no deviations greater than 1/8 inch
I in 6t0tt.
3.04 APPLICATION OF SEAL COAT
t A. Prepare surfaces, mix seal coat mat,erial , andapply in strict accordance with manufacturer's
recommendations.
I B. Apply one (1) coat of specified naterial .
END OF SECTIONI
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SECTION O33OO
DIVISION 3
CONCRETE
CONCRETE CAST- IN_Pf,ACE
GENERAL
SCOPE
Curing of formed concrete surfaces.
Installation of anchor bolts, hangers, anchors,plates, inserts and niscellaneous metal or othermaterials embedded in concrete and which arefurnished by other trades.
Concrete Forms (including erection, stripping, and
E.
A.
renoval . )
D. Finish for concrete surfaces including patching
and curing of concrete (except curing of formed
concrete): See Concrete Finishes
Concrete reinforcement
CODES AND STANDARDS
ACI 301 "Specifications for Structural Concretefor Buildingrrl ACI 347 "Recommended Practice forMeasuring, Mixing, Transporting, and Placing
Concrete"; comply with applicable provision except
as otherlrise indicated.
MIX PROPORTIONS A}ID DESIGN
A. Proportion mixes by either laboratory trial batchor field experience method complying with ACI
211 .1 .
B. Provide 3,000-psi minimum 28-day compressivestrength mix having not less than 5-'t /Z sacks
cement per cubic yard.
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Provide 4,000-psi mix with not less than 5 sackscement per cubic yard with water reducing
admixture for exterior flatwork.
Use air-entrained admixture in all concrete,providing not less than 4t nor more than 8t
entrained air for exterior flatwork and foundation
stem walls, and from 2t to 4t for other concrete.
PRODUCTS
CONCRETE ITIATERIALS
Portland Cement: ASTM C1 50, Type I or Type II asreguired in soils report.
Aggregates: ASTM C33, except local aggregates of
proven durability may be used when acceptable toArchitect.
Water: clean, potable
Air-Entraining Admixture: AS'IrM C260
Water Reducing Admixtures: ASII.! C494. -Only use
admixtures which have been tested and accepted in
mix designs.
FORl,l ITIATERIAIS
Provide forn materials with sufficient stabilityto withstand pressure of placed concrete without
bow or deflection.
Exposed concrete surfaces: Suitable material tosuit Project conditions equivalent to sanded
plywood.
RE IIIFORCING TIIATERIAI.,S
Deformed reinforcing bars : ASTtrl A61 5, Grade 60
unless otherwise indicated. Use Grade 40 for ties
and for dowels to be field-bent.
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3.04
sEcrroN 03300
CURTNG MATERIAI,S
Exterior Flatwork: Protex Promulsion 200
Interior Flatwork: Protex Acryseal where exposed,LR-151 where finish of carpet or resilientflooring is scheduled.
EXECUTION
FORI.IING At{D PLACING CONCRETE
Ready-Mix concrete: ASTM C94.
Formwork: Construct so that concrete members andstructures are of correct size, shape, alignment,elevation and position, complying with ACI 347.
REINFORCEMENT
All reinforcing bars shall be detailed, bolstered
and supported in accordance with ACI 315.
JOINTS
Provide construction, isolation, and controljoints as indicated or reguired. Locateconstruction joints so as to not inpair thestrength and appearance of the structure. Placeisolation and control joints in slabs-on-ground tostabilize differential settlement and random
cracking.
CONCRETE PTACEI,TENT
Comply with ACI 304, placing concrete in acontinuous operation within planned joints orsections. Do not begin placement untiL work ofother trades affecting concrete is completed.
In cold weather, comply with ACI 306; in hot
weather, comply with ACI 305.
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CONCRETE FINISHES
Exposed-to-view surfaces: Provide a smooth finishfor exposed concrete surfaces and surfaces thatare to be covered with a coating or coveringmaterial applied directly to concrete. Removefins and projections, patch defective areas with
cement grout, and rub smooth.
Slab trowel finish: Apply steel trowel finish tomonolithic surfaces that are exposed-to-view orare to be covered with resilient flooring, paint,or other thin film coating.
Exterior entrances and walks: Finish as in rrBtr
except omit second troweling. Brush with a light
broorn at right angles to direction of pedestriantravel .
CURING
Begin initial curing as soon as free water hasdisappeared from exposed surfaces. Continuecuring by use of moisture-retaining cover ofmembrane-forming curing until forms are removed.
END OF SECTION
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DIVISION 4I MASONRY
STONE II{ASONRY AND FIREPLACES
I PART I - GENERAL
I 1.01 scoPEI
A. Pre-fabricated zero clearance gas fireplaces
complete with flue and accessories
I B. Stone interior veneer
I C. Stone interior and exterior pavers and waIl caps-
1.O2 QUALTTY ASSURANCE
t A. Comply with recornrnendations of Brick Institute ofAmerica (BIA) and National Concrete MasonryAssociation (NCf.tA. )
Ir pART2- pRoDuers
I z.o1 MAsoNRy'uATERrAr,st
A. Stone: Natural rock, random sj-ze, Colorado River
I rock. Stone to be sized for nominal 4 inch thick
I veneer; submit samples for Architect's.approval .
I B. Concrete blocks: Conform to ASTU C90, Grade N-1,
I nominal face size 8 x 15 inches, thicknesses as
strown or reguired.
I C. Portland Cement: ASTM C1 50, Type 1.I
D. Sand: ASTM C144
I E. Lime: ASTM C207, Type S
F. Water: Clean, free of deleterious naterial
I G. Masonry veneer anchors.. 22 gauge galvanized
steel, 7/8 x 7 inch, punched
I H. Horizontal reinforcement: Standard t'Dur-O-Wal1",
truss design, galvanized
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Masonry mortar: ASTM C270, Typesi3:1:11 Portland cement, lime,
compressive strength at 28 days.
approximatelysand, 1800 psi
PART 3
3.01
A.
B.
3 .02
J. Stone mortar: One part Portland cement, threeparts sand
K. Vinyl nasonry flashing: PVC with plasticizers andmodifiers, formed into a 20 mil. flexible sheet
Pre-fabricated zero-clearance gas fireplaces shall
be Majestic G800 with 8" Type "8" gas vent or
equal as approved by Architect and Onner. ProvideaII standard features plus optional features toinclude outside combustion air kit and remote wallburner ignition switch.
Stone pavers and wall caps: Natural rock, randomsize, Colorado Buff sandstone. Stone to be sizedfor nominal 1-'l /2 i-nctr thick; submit samples forArchitect's approval .
EXECUTION
LAYTNG STOIIE MASONRY
Lay in pattern and approved by the Architect
Anchor stone to masonry back-up with veneer
anchors at rate of one ( 1 ) anchor every two (2't
sguare feet of wall.
Lay stone pavers in full mortar bed over concretesurfaces and grout joints.
ITIISCELLANEOUS
Block reinforcing: Install continuous horizontalreinforcement every 16 inches on center,vertically, starting 8 inches above footing unless
otherwise shown.
B. Lay no masonry when temperature is 40 degrees F.and falling unless materials are heated andArchitect' s approval obtained.
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C. Install pre-fabricated fireplaces and accesoriesin conformance with manufacturer's instruction.
D. Install vertical and horizontal reinforcing asdetailed on Drawings.
E. Provide concealed flashing in exterior masonry,provide flashing under copings and sills, throughwall at counterflashing l-ocations, and above every
element of structural support for the masonrydetailed.
3.03 CLEANING
A. Dry-brush masonry work at end of each day's work.
B. Clean stone masonry with stiff brushed, and Sure
Klean Solution as recommend by cleaning agent
manufacturer.
END OF SECTION
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sEcrroN 05120
DIVISION 5
METAI,S
STRUCTURAL STEEL
GENERAI,
SCOPE
Structural steel beams: Fabrication and erection
Steel support framing: Fabrication and erection
Welding and bolting of anchors, clips, and/or
accessories
REFERENCE STNIDARDS
AISC: American Institute of Steel Construction,
"specification for the Design, Fabrication, andErection of Structural Steel for Building."
AWS: American $lelding Society Standard Code, D'l 0
PRODUCTS
II{ATERIALS
Structural Steel: ASTM A-36
Bolts and Nuts: AISC American Standard Regular
Design conforming with ASTM A-307 or A-325, as
indicated on Drawings, and galvanized.
Arc-welding electrodes: AflS (Reference Standard C
above) ASTM A-233, Class E-70, suitable for thepositions and other conditions of intended use.
EXECUTION
ERECTION
Fit members and sections close, true to line, andin precise position required to permit properjoining of parts.
END OF SECTION
sEcrroN 05120 1
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DIVISTON 6
I WOOD Ar{D PLASTTCS
cARpENTRy, ltrtl$roRx AND RELATED rTEMS
I PARTl- GENERAI,
I 1.01 scoPEI
A. Carpentry, millwork, casework, miscellaneous
woodwork
I B. Installation of windows, door frames, and doors
I C. Installation of finish hardware, toiletI compartments, bathroom accessories, andmiscellaneous specialty items
I D. Log railings and decorative log beams and trusses
r 't .o2 REFERENCE STAIIDARDS
- A. AWPB: American t{ood Preservers Bureau
I 1 .03 suBurrrAr,sIA. Subnit Shop Drawings covering items of t.rim andniscellaneous work before starting work.
I
PART 2 - PRODUCTS
I z.o1 MATERTAT,sI
A. Lumber in general: New, dry, sound, undatnaged,
I well-seasoned, free from defects which impair
t strength or durabitity. Pieces shall bear gradingmarks. Moisture content shall not exceed 20t.
I 9lhen installed, exposed lumber shall have no
t blemishes, objectionible marks, stains, or scars.
B. Foundation sill plates, wood in contact with
I concrete, masonry or dry packing:f Foundation-grade Redwood or Douglas Firpressure-treated with chromated zinc chloride or
Wolman Salts.
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Concealed studs, cripples, plates, blocking,bridging, backing, door bucks, and miscellaneous
concealed rough carpentry: Standard-grade DouglasFir.
Beams, joists, headers, girders, rafters, Iedgers,exterior studs, and miscellaneous horizontalframing members: No. 2 Douglas Fir or better.
Exposed posts, mullions, beans, false beams, andmiscellaneous exposed framing, including membersindicated on Drawings: Appearance-grade DouglasFir. Hand select for appearance.
Plywood: Douglas Fir, laminated veneers: Grade
A-A where exposed on two sides, Grade A-c where onside is concealed; Grade C-D where fully
concealed.
Particle Board: Novoply, Duraflake, Armstrong,Celotex, Simpson, or Johns-Manville
Redwood: Construction Common, KD, S4S.
I. Door frirmes: Exterior: Douglas Fir, fnterior:Clear White Pine
J. Interior trim: ttD" Select Pine. 3-1 /2" casing atall doors and windows, and 5-1 /2" base. Trimshall be a custom pattern designed by Architect.
K. SilI sealer: G1ass fiber insulation, i inch thick
by plate width, by Johns-Manville or approved
equal .
L. Log railings shall be machine peeled pine or fir.
Top and bottom rails 4rr-5rr diarneter, line posts
6tt-7tt diameter, balusters 2"-3" diameter. Maximumclear space between balusters shall not exceed 4".
M. Decorative log beams and trusses shall be handpeeled pine or fir, sizes as shown on drawings.
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EXECUTION
ROUGH CARPENTRY
Apply continuous strip of sill under wood members
which bear on concrete or masonry and in other
non-bearing contact areas.
Erect framing true to line, plunb, level , andsguare, with proper fastening and bracing
Conform with Chapter 25 of the 1988 UniformBuilding Code.
FINISH CARPENTRY
Exposed wood: Use length as long as practicable
in order to minimize joints.
Set exposed nailheads to receive putty,
where wood is to be stained.
Form joints to conceal shrinkage and
except
finishtightly.
Sand wood with the grain. No coarse sandpapermarks, hammer marks r ot other imperfections will
be accepted.
Set frames plunb, level, and sguare. Brace untilfirmly in place. Use at least three (3) shims on
each side. Shim jambs firmly at butts and strikerplates.
F. Join lengths of running trim only where solidfastenings can be made. Miter exterior corners
and cope interior angles.
Hang doors with even margin at side and top, withbotton cut to clear the specified floor covering.
Hang sliding and bi-fold doors plumb and true sothat doors glide freely.
sEcrroN 06000 3
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I 3.03 ltIscELLAtfEoUs
I A. Install wood doors as specified in Section 08210.
I B. InstaII finish hardware as specified in Section
08700.
I C. Install Miscellaneous Specialty Items as specifiedin Section 10050.I
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DIVISION 5
T WOOD AND PLASTICS
GLU-LAIIIINATED STRUCTURAL TJNITS
I PART 1 - GEDIERAI,
I 1.01 scoPEI
A. Fabrication and installation of Glu-Laminated
beams and micro-lan beams.
I 1.O2 REFERENCE STN{DARDS
I A. WCLA: west coast Lumberman's Association-
B. AITC: American Institute of Timber Construction
I PART2- PRODUCTS
I 2.O1 UATERIAI.S
II A. Beams: Manufactured, in size, and bending stressI ?i"i3f,$":::":""Hiro'il'l3i;'.Il*i:i "iffi:::""::
I Grade or better. Members which are totally
concealed may be Industrial Appearance Grade.
I PART3- EXECUTTON
- 3.01 STANDARDS
I- A. Comply with WCLA specifications and AITC standardsof workmanship and construction.
I 3.O2 PROTECTION
I A. Store members at plant and Job Site off the
I ground, adequately supported and protected from
moisture.
END OF SECTIONI
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I DrvrsroN 7T TIIERI,IAL AND UOISTURE PROTECTION
Ti{ODIFIED BITUT,IINOUS MEMBRANE I{ATERPROOF ING
I PART 1 - GENERAL
I 1.01 scoPEI
A. Membrane material and installation related to
t waterproof decks over living space, roofing, and
I other waterproof surfaces.
I '1 .o2 oUALIFICATTONI- A. Waterproofing shall be applied by a firm approved
_ by waterproofing manufacturers.
I 1.03 JOB CONDITIONS
I A. Do not apply membrane materials when substrate
I surface temperatures are below 50 degrees F.
PART 2 - PRODUCTSr- 2.O1 tt{EMBRA}lE SYSrEHS
I A. lil .R. Grace & Co. "Bituthune rce & Water Shield",
t or approved equal .
r PART3- EXECUTION
I 3.01 CONDITION OF SURFACES
I A. Free of sharp protrusions and voids, loose grit,
I dust and foreign matter. Starting work implies
acceptance of surfaces.
I 3.02 TNSTALLATTON
- A. Conform exactly with approved manufacturer's
I specifications for membrane application.
B, Prime wood deck surfaces to receive membranes asper manufacturer' s directions.
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Apply membrane strips with 5 inch end and sidelaps. Install eave membranes parallel to ground
commencing at the lowest surface.
Membrane material at valleys shall be a minimum of35 inches wide and centered on the valley.
Membrane material for eaves shall lap valley
membranes and be securely sealed.
Unless otherwise noted on Drawings, eave membraneshall extend not less than 10 feet up the roof
deck surface. Valley menbrane shall not extend tothe sane horizontal line as eave membrane.
Terminate membranesdirections.as per manufacturerts
H. l{lhere pipes and similar penetrations of membraneoccur, seal watertight by heavy coating ofmanufacturer's recommended masticinstallation of membrane sheets.
Install membrane nanufacturer's protectivein ar'eas to receive wood decking
manufacturer' s specif ications .
END OF SECTION
after
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Per
SECTION O7'-113 2
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sEcrroN 07150
DIVISION 7
THERIi{AL AND MOISTURE PROTECTION
BITWINOUS DA!'PPROOFTNG
GENERAL
SCOPE
The extent of surfaces to receive bituninousincludes: Exterior
below grade.
( liquicl )dampproof i.ngstructure and wall surfaces
PRODUCTS
COLD ASPHAI,T DN{PPROOFING MATERIALS
Asphalt compound: Manufacturer's standard asphalt
and solvent compound.
Provide nonfibrated type liguid, where indicated;
5S-A-694 or 70'l depending on viscosity reguired.
EXECUTION
PREPARATION OF SUBSTRATE
Clean the substrate of dirt, oil, loose naterialsand other substances which interfere withpenetration, bond or performance of dampproofing
materials.
TNSTALLATTON
Apply dampproofing to surfaces wherever shown, andalso the exterior walls of foundations or grade
beams below grade which will be in contact with
earthwork or other backfill.
COLD BITI,JMEN
Prime substrate is reconmended by nanufacturer'sinstructions, using type and quality of primer
recommended by manufacturer.
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sEcTroN 07150
B. Apply two (2) coats of cold, liquid bituminous
dampproofing material , by brushing or spraying atthe rate of 1.25 to 2.0 gallons per 100 sguarefeet per coat, depending on substrate texture, toproduce an uniform dry film thickness of not lessthan 24 mils.
END OF SECTION
sEcrroN 07160 2
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I sEcrroN 07213
I Drvrsron zI T}IERII{AI.. AND IIOISTURE PROTECTION
T BUILDING INSULATION - BATT TYPE
PART 1 _ GENERAL
I 1.01 scoPE!
A. Batt type thernal insulation in exterior frame
wa11, roof/ceiling and soffit construction.
I B. Batt type sound insulation related to interiorpartitions and floors.
r C. Polyethylene vapor barrier.
I PART2- PRoDUcrs
I 2.01 I{ATERIALS
I A. Thermal insulation: Fed. Spec. HH-I-521, flexiblebatt or blanket type, mineral wool or glass fiber,r ?il3i.'"1"i::":3 ";"fi"i:3"in"i1,1::" 'I":iJ:iI nailing flanges, "Rt' values as shown on Drawings.
I B. Sound insulation: Flexible batt or blanket type,
I mineral or glass fj.ber, friction fit (unfaced) orkraft paper faced with nailing flanges, sized for
framing space, 2-3/4 inch thickness rninimum.
- C. Polyethylene vapor barrier: 5 nit. carbonatedpolyethylene film, rated 0.1 perns or less, forall exterior walls and uppermost ceiling.I
PART 3 - EXECUTION
I 3.01 CONDTTTON OF SURFACES
r A. Verify that piping, conduit, wiring, ducts,
I blocking and similar items are installed inr insulated spaces before commencing installation.
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I 3.02 rNsrALLATroNtA. Install blanket and batt type insulatj.on without
I voids or open spaces in insulated space. FullyI lHHli!'.iil:l:. T;::. 3i!"i3?".:':;:",.d?::;:butt tightly or overlap.
! B. Exercise care to maintain vapor barrier continuityover entire surface. Orient vapor barriers toward
I the warm side (winter) of the assembly. Repair
I rips and tears in barrier with adhesive tape.
END OF SECTION-I
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sEcrroN 07410
DIVTSION 7
PRE-FORMED METAI, ROOFING
T PARTl- GENERAL
1.01 scoPE
Ir A. Preformed, prefinished metal roofing and flashings
I B. Miscellaneous trim, flashing, closures, drip
I flashing, and accessories
r C. Sealant
I D. Fastening devices
I 1.o2 REFEREDTcEsI
A. American Iron & Steel Institute (ArsI)
I Specifications for the Design of Coldforned Steel
I Structural Members
B. ASTM A-525 Steel Sheet, zinc-Coated (Galvanized)
Ir c. ASTM E-283-84
I D. AsrM E-33't -88IE. ASTM E-330 (Modified)
I F. Spec Data Sheet - Galvalume Sheet lletal by
Bethlehem Corp.
I G. sMAcNA - Architectural Sheet Metal ManualI
H. Building Materials Directory - UnderwriterrsLaboratories, Test Procedure 580
I 1.03 ASSEMBLY DESCRIPTION
I A. The roofing assembly includes preforned sheetr metal panell, related accessories, valleys, hips,
ridges, eaves, corners, rakes, miscellaneousflashing and attaching devices.
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I 1 .04 SUBITTITTALS
I A. Submit detailed drawings showing layout of panels,
I anchoring details, joint details, trim, flashing,
and accessories. Show details of weatherproofing,terminations, and penetrations of netal work.
r B. Submit a sample of each type of roof panel,
complete with factory finish.
I 1 .05 QUALITY ASSUR.ANCE
I A. Manufacturer: Conpany specializing in
I Architectural Sheet Metal Products with ten (10)
years minimum experience.
I B. Installer's Qualifications: Installers shall haveI a minimum of 5 years experj.ence in panel projects
of this nature.
I 1.05 WARRAT{TY
r A. paint finish shall have a twenty year guaranteeI against cracking, peeling and fade (not to exceedr 5 N.B.S. units)
I B. Applicator shall furnish guarantee covering
I watertightness of the roofing system for a period
of two (2) years from the date of substantial
completion.
r PART2- pRoDucrs
I 2.o1 AccEPTAaLE lhNUFAcruRERsI
A. Berridge Manufacturing Company, Houston, Texas
I B. Substitutions shall fu1ly conply with specified
reguirements.
I 2.02 SHEET UETAI..SI
A. Unfinished Metal shall be ASTM A446-85 Grade C G90
I Coating ASTM 525-86 Hot Dipped Galvanized,
I Galvalume ASTM 792-85 or Pre-Weathered Galvalume
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2.03
sEcrroN 07410
Prefinished Metal shall be Hot-Dipped
Galvanized-AsTM A446-85 Grade C G90 Coating
A525-85 24 Gauge core steel or prefinished
Galvalume - ASTM 792-86.
Finish shall be full strength Kynar 500
Fluorocarbon coating, applied by the manufacturer
on a continuous coil coatj.ng line, with a top sidedry film thickness of 0.70 to 0.90 nil over O.25to 0.35 mil prime coat, to provide a total dryfilm thickness of 0.95 to 1.25 nil. Bottom side
shall be coated with primer with a dry film
thickness of 0.25 mil. Finish shall conform toall tests for adhesion, flexibility, and longevity
as specified by the Kynar 500 finish supplier.
Strippable film shall be liquid applied to the topside of the painted coil to protect the finish
during fabrication, shipping, and field handling.This strippable film must be removed before
installation.
ACCESSORY TTIATERIALS
Fasteners: Galvanized steel with washers where
required.
Sealant: As specified in Section 07900
Vinyl Weatherseal Insert
2.O4 FABRICATION
A. All exposed adjacent flashing shall be of the same
material and finish as the roof panels.
B. Hem all exposed edges of flashing on underside'1/2 i^eh
2.05 PREFORI'ED IIETAL ROOFING
A. Berridge Standing Seam Tee-Panel
B.
c.
D.
A.
a.
c.
1. Panels
spacing2. Panels
lengths
shall have 12-314" on-center seamwith a seam height of 'l ".shall be roll-formed in continuousfron eave to ridge.
sEcrroN 07410 3
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4.
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sEerroN 07410
Snap-on seams shalt be 1" in height and shallcontain a factory-applied Extruded Vinyl
Weather Seal fnsert to prevent siphoning of
moisture through the standing seam.Certification shall be subnitted, based on
independent testing laboratory, indicating no
measurable water penetration or air leakagebeyond allowable tolerances through the
system when tested in accordance with ASTM
E-331-86 and E-283-84.5. Concealed anchor clips to be spaced asreguired to meet uplift loads (maximurn of 24"
on center) .6. When required, Panel assembly to bearUnderwriterrs Laboratories Label UL90,pursuant to Construction Number 296 andapplicable Fire Ratings.
EXECUTION
INSPECTION
Substrate
Examine plywood or metal deck to ensureproper attachment to framing.Inspect roof deck to verify deck is clean and
smooth, free of depressionsVerify roof openings, curbs, pipes, sleeves,ducts or vents through roof are solidly set,
cant strips and reglets i.n place, and nailingstrips located.Verify deck is dry and free of snow or ice.
B.Felting
Verify #30 unperforated asphalt saturatedroofing felt underlaynent in single layer,
weather lapped head 6", ends 18", has beeninstalled over solid sheathing and fastenedin place.
Ensure modified bituninous membrane
waterproofing has been installed at eaves andvalleys as specified in Section 07113.
sEcrroN 07410 4
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I 3. Ensure that all nail heads are totally flushI with the substrate.
I 3.02 INSTAILATION
- A. Comply with manufacturers standard instructions and
- conform to standards set forth in theArchitectural Sheet Metal Manual published byI SMACNA, in order to achieve a watertighbinstallation.
I B. Install panels in such a manner that horizontallines are true and level and vertical lines are
plumb.
' C. Install starter and edge trim before installingroof panels.
I D. Remove protective strippable filn prior toinstallation of roof panels.
I E' :::T:"8:ffi1:,"$::"1"1:'3::::::;:""$ti"'lnn::i:;
shop drawings.
I F. Install sealants for preformed roofing panels as
approved on shop drawings.
t G. Do not allow panels or trim to come in contactwith dissimilar materials.
I H. Do not afLow traffic on completed roof. IfI reguired, provide cushioned walk-boards.
I I. Protect installed roof panels and trim from damageI caused by adjacent construction until completionof installation.
r r' :::";:.:;:.';:iffi 3H':3$ii ::':iT:onents which
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I 3.03 CLE.NIINGI
A. Clean any grease, finger marks or stains from thepanels per manufacturer's recommendations.
I B. Remove all scrap and construction debris from the
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sEcrroN 07410 6
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I DrvrsroN zI THERI.IAL AND UOISTURE PROTECTION
I CLADDTNG/SrDrNG
T PARTI- GENERAL
I 1.01 scoPEI
A. Work included - siding. cladding, soffits and
fascias, complete with flashings as reguired.
t .1.O2 STNIDARDS
I A. Lumber - --comply with "Amerj.can Softwood Lumber
Standards", PS 20 by u.s. Department of Commerce
I B. Carpentry work shal1 comply with applicable
I provisions of the 1982 Uniform Building Code,including railing, firestopping, anchorage,
framing and bracing.
I PART 2 - PRODUCTS
I 2.o1 r{ooD srDrNGt
A. Western Red Cedar, B grade, kiln-dried, rough sawn
1x8 Channel Rustic
I 2.02 TRrtr
I A. Western Red Cedar, B grade, kiln-dried, rough sawnr boards of dimensions shown on drawings
I 2.o3 BUTLDTNG PAPERIA. No. 15 felt ASTM D225, lap joints four inches(4").
2.O4 NAILS
I A. Hot-dip galvanized or aluminun ring-shanked forI cedar siaing. Blind nail T & G cedai in interiorceiling.
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I PART3- EXECUTION
I 3.01 INSTALLATION
I A. Comply with siding manufacturer's instructions for
the use of either non-ferrous or hot-dip
I galvanized coated fasteners which areI non-corrosive and non-staining when used with thespecified type of siding.
I B. Conceal fasteners to the greatest extent possible
in siding, by covering with laps. Face nail where
I
required, do not counter sink.
' c. Provide complete trim and accessories as
I fiffy"?:"u.ll tl:",ii;:"n.o'""il1i:t":"'"3fiir"?l
I weatherproof installation.
EIID OF SECTION
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1 .01
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1.02
A.
B.
1 .03
A.
sEerroN 07500
DIVISION 7
THERIIIAT AIID I,IOISTTJRE PRCTTECTION
FLASHING AND SHEET UETAL
GENERAL
SCOPE
Installation of flashing,gutters, downspouts.
REFERED{CE STANDARDS
reglets, edgings,
SMACNA: Sheet Metal and Air Conditioning
Contractors National Association Standards
ASTM: American Society for Testing and Materials
WARRANTY
Provide a written warranty guaranteeing work underthis Section to be free of defects of materials
and workmanship for two (2) years forn date of
acceptance of work. Defects shall include thefollowing types of failures: leaking, failure tostay in place, undue expansion, lifting,
deformation, Ioosening, and splitting of seams.
PART
2.01
PART
3.01
2-
3-
PRODUCTS
IiIATERIAITS
Galvanized sheet steel:zinc-coated sheets withindicating product name ofno lighter than indicatedlighter than 24-9au9e.
EXECUTION
INSTALLATION
ASTM A-93, flatmanufacturer's stamp
each sheet. Use gauges
on Drawings and never
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A. GENERAL
1. Conform with SMACNA standard of workmanship.
Form work accurately and fit snugly againstwalls. Fasten work securely and makeabsolutely watertight. Provide for expansion
and contraction.
B. Roof flashings: Install flashings andcounterflashings at junctions of roofs withvertical surfaces, at points indicated onDrawings, and at all points necessary to make thiswork watertight. Instal-I counterflashing asroofing work is performed. Extend counterflashing
down to intersection of roofing with wa1l. Lap atjoints and around corners.
C. Roof flashings sha1l be metal roof manufacturer's
standard products installed in accordance withmanufacturer's written instructions.
END OF SECTTON
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PART 1
1 .01
A.
1 .O2
PART 2 -
2.O1
A.
A.
SECTION O79OO
DIVTSION 7
THER!,IAI. AND IIOISTT'RE PRC'{TECTION
SEALANTS
GENERAL
SCOPE
Caulking and sealant work required for the Projectand not specified elsewhere. Apply sealantsaround frames of doors and windows and between any
two dissimilar materials.
EN\IIRONI.{ENTAL CONDITIONS
Schedule caulking and sealing operations so thatworking joints are most likely to be normal size.
Appfy material-s within manufacturerrs recommendedsurface and ambient temperature ranges.
PRODUCTS
IiIATERIAI-,S
General: Caulking
accessories shaII
and sealants, primers and
be non-staining to adjacent
B.
c.
exposed materials. Products having similarapplication and usage shall be of the samemanufacturer and type. Unless othererisespecified, colors wiII be selected from approvedmanufacturer's standard range. Use gun
consistency compounds unless othererise reguired byjob conditions.
Butyl sealant: One components, butyl basedsealant, skinning type; DAP "Butyl-Flex", Pecora
BC-158, Tremco "Butyl Sea1ant" or approved equal .
Polyurethane sealant: Multi-conponenLs, levelingtype, formulated to provide a maximun Shore A
hardness of 35, plus or minus 5, at ultimate curel
PRC rrRubber caulk 230", Harry S. Peterson CO.,
"Isoflex 81 4/517", or approved equal .
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H.
PART 3
3. 01
A.
3.O2
D.
F.
G.
B.
A.
SECTION O79OO
Polyurethane-epoxy sealant: Two (21 component,
non-sag typei Tremco ttDymeric", Pecora "DynatrolII", or approved egual .
E. Silicone sealant: Dow-Corning "8640", or approved
egual .
Primers (if reguired): As manufactured and
recommended for each substrate by approved
manufacturer of each caulking and sealant material
used.
Back-up materials: As recommended for and
compatible with each caulking and sealant used.fn general , use closed cell, bead or rope shaped,
expanded polyethylene or polyurethane foam. Forjoints subject Lo horizontal traffic or puncture,
use semi-rigid vinyl or polyethylene foam, solid
neoprene rod (60 Dureneter) or similar approved
support type backing. Do not use any bituminous,oily, or solvent contaj.ning materials or any
incompressible naterials. In general , width ordianeter of preformed back-up material shall be1-'t/Z to 1-112 times the width of the joint to be
sealed.
Release materials: Polyethylene film.
EXECUTION
PREPARATTON
Thoroughly clean joints, removing all foreign
matter such as dirt, dust, moisture, ice, frost,rust, mill scaIe, paint, lacguer, and protective
coatings. Blow joints free of loose particles.
Follow manufacturer's directions for products and
surfaces.
INSTALLATION
Unless otherwise reguired by these Specifications,install materials in strict accord withmanufacturer's specifications and recommendations
using approved equipment.
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B. Use butyl sealant for interior static joints nototherwise noted.
C. Use silicone sealant for caulking around bathtubs, showers, ceramic tile and similarconditions.
D. Use polyurethane sealant for horizontal joints
subject to traffic and/or puncture.
E. Use polyurethane-epoxy sealant for joints not
otherwise noted or specified.
Prime surfaces as recommend by manufacturer
immediately prior to caulking or sealing. Makepreliminary tests to ensure that primers will notstain exposed materials or deteriorate back-upmaterial .
Neatly tool joints to slightly concave surface
using tooling agent recommended by sealantmanufacturer. Repair any air pockets exposed bytooling. Tool so as to compress material and
improve adhesion to surfaces joined.
END OF SECTION
F.
G.
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1 .O2
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1 .03
A.
PART
2.01
2-
sEcTroN 08210
DIVISION 8
DOORS AND WINDOWS
wooD DooRs
GENERAL
SCOPE
Wood doors and related accessory itens
Glass and glazing related to wood doors
Sliding and swinging wood closet doors
REFERENCES A}{D STANDARDS
The fol-lowing references and standards are hereby
made a part of this Section and t{ood Doors shall
conform to applicable requirements therein except
as otherwise specified herein or shown on the
Drawings.
1 . National lrloodwork Manufacturers Association
(NWMA) Industry Standard I.S. 'l-78 "wood Flush
Doorstt.2. "Architectural gtooderork Quality Standards"published by Architectural Woodwork Institute(AWI), latest edition.
WARRANTY
Furnish manufacturer's two (2') year written
warranty for aII doors except where size and typeof construction prohibits such warranty. In no
case shall any provision of warranty be less thanthat established by National
Manufacturer' s Association.
PRODUCTS
IIATERIALS AND FABRICATION
Solid core doors: Flush type conforming
Cores may be either of the following at
option:
Woodwork
to Nt{l,lA.
Contractor
sEcrroN 08210 1
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1 . Glued block core: NI{MA I. S. 1 .2-78, Para.
3.1.1.12. Particleboard core: NtiltilA I.S. 1.2-78, Para.3.2.1.1.
B. Four-panel doors: Four-panel doors shall be
premium grade, fir, sizes as indicated on drawings
C. Bi-fold doors: Panel bi-fold doors shall bepremiun grade, fir, sizes as indicated ondrawings, match four-panel design. Furnishconplete with track, operating hardware andinstallation accessories .
Face veneers (flush doors): All doors red oak,plain sliced, book matched, premium grade, forstain finish.
Edge bands: Edge bands for flush and bi-fold
doors shall match the face veneers.
EXECUTION
Door Clearances: 3/8 inch at bottom, 3/4 inch
maximum above floor where thresholds occur. $lherecarpet is noted or scheduled to be installed underdoor switch, doors shall clear carpet 1/4 inch.
Side and top clearances shall be 18 inch. BevelIock stiles 1/8 inch in 2 inches. Ease edges.
D.
E.
PART 3 -
3.01I
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PART 1
1 .01
A.
1 .O2
A.
PART 2
2.O'l
A.
2.O2
sEcTroN 08360
DIVISION 8
DOORS AI{D WINDOWS
OVERHE,AD DMRS
GENERAL
SCOPE
Overhead garage doors complete, includingoperating devices, installation accessories and
adjustments.
QUAI,ITY ASSUR,A}.ICE
Furnish door units manufactured by one of thefollowing: Barcol Crawford, McKee, Raynor,Windsor, Cookson, Cornell, Kinnear, North
American, and J.G. trtilson.
PRODUCTS
SECTIONAI, OVERHEN) DOORS
Complete operating door assemblies includingframes, sections, brackets, guides, tracks,counterbalance, hardware, operations, andinstallation accessories.
wooD DooR sEcTroNs
Flush type door sections, with top, bottom, and
end closures of clear, straight, kiln dried fir,
hemlock, or spruce. Form metting rails to providea rabbeted weather seal joint. Provide wood fiber
honeycomb core bonded to 1/A inch ternpered
hardboard. Cornply with PS 58.
Fabricate doors or mortise and tenon or rabbetedconstruction with dowels, pins, and waterproofglue. Treat doors, with 3-minute immersionwater-repellent and toxic treatment. Providecontinuous galvanized steel reinforcing,horizontal and diagonal , as required for panel size.
Apply to the exteriorinch thick.face, red cedar siding 3/8
A.
B.
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PART
3.01
3-
sEcrroN 08360
TRACKS, SUPPORTS At{D ACCESSORTES
Manufacturer's standard galvanized steel, sizedfor door weight and dimensions, complete withball-bearing roller guides, brackets, bracing andreinforcing. Provide continuous rubber or
neoprene weatherstripping at top and botton of
each door.
Hardware: Manufacturer's standard, to suit sizeand type of door. Provide lifting handles,
cremone type locking bars operable from inside and
outside with chromium plated operating handle andcylinder lock.
Electric door operators: Size and capacity as
recommended by door rnanufacturer, complet.e with
NEMA approved electric motor and factory pre-wired
motor controls, retnote conbrol station andaccessories. In addition, operator are to becontrolled by radio transmitter. Provide two (2')
radio transmitter controller per unit.
EXECUTION
INSTAI,LATION
Set door and operating eguipment complete with
necessary hardware, jamb and head stops, anchors,inserts, hangers, eguipment supports in accordancewith manufacturerrs installation instructions.
Test and adjust for proper fit, operatingfunctj-oning, safety devices and weather tightness.
END OF SECTION
sEcTroN 08360 2
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sEcTroN 08370
DIVISION 8
DOORS AND WINDOT{S
WooD SWINGING GTASS DooRS
GENERAL
SCOPE
Prefinished wood swinging glass doors required for
the Project including glass and glazing, operating
hardware, screen and installation accessories.
WARRANTY
rnsulating glass units shall be warranted for aperiod of 10 years not to develop materialobstruction of vision as a result of dust,moisture of film formation on internal glass
surfaces.
PRODUCTS
MANUFAETURER
Wood Swinging Glass Doors: Bilt Best clad patio
hinged doors as manufactured by BiIt Best windorls.
Approved egual products may be acceptable in
accordance with Section 01600.
IiIATERIALS
Wood: Ponderosa pine, clear, kiln dried. Fingerjoints not permitted for transparent finished
surfaces or where such joints would telegraph
through opague (exterior) finish.
SilI: Extruded aluminun
G1ass: 5/8" thick high altitude insulating doubleglass units clear fully tempered float glass asper reguirements of Glass and Glazing Section with
airspace and organic sealed or all-glass edge, andmanufacturer's standard Low-ttEtt gLazing, see
Drawings for location.
PART 1
1 .01
A.
1.O2
A.
PART 2
2.O1
A.
B.
2.O2
A.
B.
c.
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I D. Weatherstripping: Manufacturer's standard.r
E. Door hardware: Hinges to be manufacturer's
I standard. Lock hardware shall match building
I hardware-
I 2.03 FrNrsH
t A. Exterior Components (Wood): Factory applied
aluminum cladding with baked enamel coating.
t B. Interior Components (Wood): Stain lacquer finish
r 2.O4 SCREENS
Tr A. Manufacturerts standard enamel finish, factory
applied
I 2.05 FABRICATION
I A. Fabricate glass doors in strict accord withI ::El?::fl"1il:'";ii#';:,"::;i:*::i"$ ":t.::ffi:lg
to structure.
I PART3- EXECUTION
I 3.01 INSTALLATION
I A. Install glass doors as per manufacturer's written
I instructions and direction for job conditions to
t provide a properly operating, water-tightinstallation.
I B. Fill voids between unit frarnes and frarned roughI opening with glass or mineral fiber insulationtightly packed.
END OF SECTION
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sEcrroN 08370 2
PART 1
1 .01
A.
1 .O2
A.
PART 2
2.01
A.
B.
2.02
A.
sEcTroN 08510
DIVISTON 8
DOORS Al{D T{INDOT{S
wooD wrNDows
GENERAL
SCOPE
Prefinished wood windows reguired for the Projectincluding related mullions, subsills, glass andgLazj-ng, operating hardware, screen, andinstallation accessories .
WARRANTY
Insulatingperiod ofof vision
formation
PRODUCTS
I'IAT{UFACTURER
Bilt Best clad windows along withunits, as manufactured by BiIt Best
Approved equal products may be
accordance with Section 01600.
glass units shall be warranted for a
10 years to develop material obstructionas a result of dust, moisture or film
on internal glass surfaces.
matching fixed
tilindows.
acceptable in
B.
UATERIAI.
Wood: Ponderosa pine, clear, kiln dried. Fingerjoints not permitted for transparent finished
surfaces or where such joints would telegraph
through opaque finish.
Glass: Manufacturerts standard 518" thick highaltitude insulating double glass units fabricatedwith SSB clear annealed sheet glass or clear floatglass with airspace and organic sealed orall-glass edge, and manufacturerr s standard
Lorr-"E" glazing, see Drawings for location.
C. Screens: Removable from interior and rewirable,
aluminum frame, 18 x 16 insect mesh in charcoalcolor.
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Weatherstripping: Manufacturer's standard
Operating hardware: Manufacturerrs standard for
operable units shown and specified and consistingof vinyl track and sash lock.
FINISH
Exterior Components (tfood). Finish: Factory
applied alurninum cladding with baked enamel finish
Interior components (wood): Stain lacquer finish
Screens: Manufacturer's standard enamel finish,factory applied
FABRTCATION
A. Fabricate windows as per manufacturer's directionsto provide a properly operatlng, watertightinstallation.
B. Fill voids between unit frames and framed rough
opening with glass or mineral fiber insulationtightff packed.
END OF SECTTON
2.03
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I DOORS A}ID T|INDOWS
I uIRRoRs
I PARTl- GENERAL
I r.or scoPEI
A. Custom size mirrors
I PART2- PRODUCTS
r A. Mj.rror glass: 1/4 inch thick, clear float glass
I mirror quality (q2), silvered withelectrostatically deposited copper coating and
heaving coat or protective paint, 5 year guaranbee
I against silver spoilage, one piece without joints
I unless otherwise shown.
r B. Mirror clips (top1: Garcy No. A2174, stain chrome
Ir C. Mirror channels (bottorn): Garcy No. 1044, stain
chrome, continuous
T 2.O2 FAARICATION
I A. Mirrors with untrimmed or exposed edges shall have
I such edges seamed.
I PART3- EXECUTTON
I 3. or TNSTAT,LATToN
I A. rnstall mirrors with continuous bottom channel andI two (2) synnetrically placed top clips. Use no
adhesive.
END OF SECTIONT
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sEcrroN 09212
DTVISION 9
FINISHES
LATH At{D PLASTER
(EXTERIOR)
GENERAL
SCOPE
Exterior Portland Cement plaster and related items
necessary to complete the Project as indicated onthe Drawings and specified herein.
Provide scratch coat, brown coat, and
"Elastomeric" finish coat over paper back wirelath.
QUALITY ASSURANCE
ANSI/ASTI.I Standards: Comply with the applicable
reguirements of ASTM C842 and ANSI A42.2, except
where more stringent reguirements are indicated.
Other standards: Comply with 'applicable
reguirement of Mountain States Bureau for Lathingand Plaster. Obtain written certification of
compliance.
SUBMITTALS
Submit 18 inch sguare of larger sample panels ofPortland Cement plaster for finish color andtexture. Make additional sanples, if required, toobtain Architect's approval .
JOB CONDITIONS
Temporary heat and ventilation: Conply with ASTM
C842 (except maintain 55 degree minimum) and ANSI
A42.2 as applicable to the work.
PRODUCTS
BUILDING PAPER
2 Layers of black Grade "8" building paper
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_ 2.O2 LATH
I A. 1-1 /2", 17 gauge galvanized stucco wire
r 2.03 SCRATCH COATrr A. 3/8" thick portland Cement plaster
I B. Gibco PRF Air Entraining Agent, 2 oz. per bag ofI portland
I C. Sand at 3:1 ratio.
I 2.04 BROV|N COAT
I A. 3/8" thick Portland Cement PlasterI
B. Gibco PRF Air Entraining Agent, 2 oz. per bag of
I Portland
I C. Sand at 4:1 ratio.
I 2.05 ELASTOMERTC FTNTSH COAT
A. Provide 2 coats of "Thorolastictt Elastomeric
I acrylic finish as manufactured by the Thoro Co.,I color as selected by the Owner.
I B. Use El Rey Stucco Company ready-mixed integrafly
I colored finish coat, color as seLected from
manufacturer's standards.
I 2.06 AccESSoRTESI
A. Provide 26-9auge units of the pattern/profile as
I indicated. Manufacturer's standard where not
I otherwise indicated, and coordinate depths with
depths of plaster as indicated. Indicated casing
I beads, joints, caps, screens, moldings and sinilar
I units as indicated.
_ PART3- EXECUTION
I 3.01 METAL LATH AND ACCESSORIES
I A. Comply with manufacturer's installation
I instruction and recommendations where other more
stringent reguirements are not indicated.
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I A. General: Conply with ANSI A42.2 and ASTM C842,
I and with manufacturer's instruction whichever are
I more detailed or more stringent.
3.03 CUTTING AI.ID PATCHING
r A. Cut, patch, point-up and repair plaster as
necessary to accomrnodate other work and to restorecracks, dents, and imperfections.
I 3.04 CLEANTNG AND PROTECTION
t A. Remove temporary protection and enclosure of otherI work. eroirptly-rlmove plaster from door frames,
windows, and other surfaces where are not to be
I plastered. Repair floors, wall and other surfaces
I which have been stained, marred, or otherwise
damaged during the plastering work.
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DIVISION 9I FINISHES
GYPSUTi WALI.,BOARD SYSTEII{S
I PART 1 - GENERAL
I 1.01 scoPEI
A. Gypsum wallboard
I B. Light gauge metal trim and furring systems for
Gypsum wallboard
I C. Cementing and taping
D. 9lall texturing
t '1.02 REFERENCES, CODES AlrD STANDARDS
I A. The following references, codes and standards are
I hereby made a part of this Section and Gypsum
9lallboard work shall conform to the applicable
I requirements therein except as otherwise specifiedherein'or shown on the Drawings. Nothing in theI Drawings or these Specifi-ations shall beconstrued as permitting work with is contrary to
code reguirements:
I 1. "Recommended Specifications for the
I Application and Finishing of Gypsun Board"
I ffi5ii:in.,o" the Gvpsum Associated
2. Uniform Building Code, 1988 Edition, Chapter
47.I
1.03 FIRE-RATED ASSEMBLIES
t A. Fire-rated Gypsun waLlboard assemblies, includingmaterials and nethods of application used, shall
be approved by the I.C.B.O.
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sEsrroN 09250
PRODUSIS
I,IATERTALS
Gypsum wallboard: ASTM C 36-80, thickness asnoted. Material noted as Type "x" shall be U.L.labeled and approved as one (1) hour retardant.
$later resistant Gypsum wallboard: ASTM C 630-78.
Provide gypsum wallboard accessories in accordancewith GA 216.
Corner trim shall be soft line rounded corners,3/4" radius
Tape and cement: As recommended by wallboard
manufacturer and meeting ASTM C475-64.
WaII texture: Texture will be selected by
Owner from samples submitted by Contract.
EXECUTION
TNSTALLATION
Erect Gypsum wallboard in accord with applicablerequirements of References, Standards, and CodesArticle, referenced manufacturer's specificationsand governing codes. Code and manufacturerrsspecifications shall govern in event of conflictwith Gypsum Association Standards.
Fire resistive, Type "X" wallboard: Install fireresistant, Type rrxrr wallboard on walls andceilings between residence and garage.
WATER REPELLN{T WAI,I.BOARD
Use water resistant wallboard where ceramic waIItile occurs in shower, tub, and spa areas and
where otherwise noted on Drawings. $lallboard usedfor backing for ceramic tile in tub enclosuresand/or shower area shall be installed in accordwith Paragraph 1.03A - References, Codes, and
Standards.
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I 3.03 TAPTNG AND cEMENTTNG
I A. Tape and cement Gypsum wallboard in accord with
r nanufacturer's directions and in such a manner
I that defects wiII not telegraph through the
conpleted textured and painted finish. Finish inI lill""i"i*::;::i'ol3i"".oll"*l,nll :U:'?;""$:tI mininum. Finish in other areas, unless otherwisenoted, will be textured. Tape and cement all wallboard.
I 3.04 TEXTURTNG
- A. After cementing and taping has been completed,texture wallboard in aII areas noted in roomI finish schedule.
END OF SECTION
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SECTION 09310
DIVISION 9
FINISHES
CERAIIIC TILE
GENERAL
SCOPE
Ceramic tile and reLated items necessary to
complete the Project as indicated on the Drawings
and specified herein.
REFERENCES AND STANDARDS
The following references and standards are hereby
made a part of this Section and Ceramic TiIematerial and installation shall conform to theapplicable requirements therein except asotherwise specified herein or shown on the
Drawings:
1. "Recommended Standard Specifications for
Ceramic Tile", TCA 137.1-1976, published byTile Council of America.2. "ANS Standard Specification for rnstallationfor Ceramic Tile with hlater Resistant OrganicAdhesives", Specification A 108.4-1976.3. "ANS Standard Specifications for Installationof Ceramic TiIe with Dryset Portland CementMortar or Latex-Portland Cement Mortar",specification A 108.5-1976.
PRODUCTS
lIlATERIAI,S
General requirements: Tile shall be standardgrade and comply with reguirements of TCA
127.1-1976 with modifications as specified herein.
Containers shall be grade sealed in accord with
minimum grade specifications described in TCA A
137.1-1975.
Colors will be selected by the Owner after awardof Contract and will be made from manufacturerrs
standard range within type specified.
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TILE
Ceramic lrall and floor tile: American
Ceramics or approved egual , thickness notthan 1/4 j-nc,t., sizes as determined by theIow-Iustre glaze for floor tile, high-lustrefor all other tile.
TiIe trim shapes and bases: Trim units andshall be of the same type, color and finishtile with which they are used and shallwith TCA A 137.1-1976.
IJATEX-PORTLN|D CEI{ENT UORTAR
Olean
less
Owner,glaze
shapes
as the
comply
Conmercially fornulated, latex nodified, thin-setPortland cement mortar conforming to AmericanNational Standard Specification A 118.4-1973
(Rl 976) for "Latex-Portland Cement Mortar."
TILE ADHESIVES
Organic adhesive conforming to "American National
Standard for Organic Adhesives for Installation ofceramic Tiler', ANs A1 36.1-1976 (R1 972), Type rrrrrl
except use Type "I" for tile in bathtub and showerareas.
PREPARED GROUTS
Cambridge, Custom Building Products, L & M,Laticrete, Macco, Upco, or approved egual ,commercially prepared and fornulated and factory
mixed and colored. Grout shall be waterproof
sand/cenent dry type reguiring addition of wateronly. Grout color shall be as selected and
approved from samples.
SE,AI,ANTS (CONCEALED)
Butyl rubber, non-drying, non-skinning,non-bleeding, gun grade, Pecora BR-96, Tremco, or
approved egual . Oil base compounds wiII not bepermitted.
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CEUENT ITORTAR (FOR STEAil ROON.{S)
Provide insulation, vapor nembrane, metal lath,scratch coat, mortar bed and bond coat for steamshowers. Comply with Tile Council of America
Design No. SR513-90.
EXECUTTON
INSTALLATION
Install ceramic tile over Gypsum wallboard and onfloors with adhesive as per manufacturer'sdirection and Reference Standard 1.03 A2.
Prior to setting tile, caulk around pipes,
fittings, drains and conduits penetrating tilesurface using specified sealant. Such caulkingshall be concealed.
GROT'TING
Commercially prepared grouts shall be mixed and
applied as per manufacturerrs directions.
Grout joints full . 9tipe out grout to match
contour of cushion edge tile. Strike joints of
square edge tile flush with surface.
At tub and shower areas and other loc;irtions where
exposed sealants are required for tile work,maintain sealant joint width to natch typicalgrout joints.
Provide proper temperature and hunidity conditionsfor curing the work. Damp cure cement grouts fornot less than 72 hours. Add dampness as required
and cover with a non-staining membrane.
CLEANING
c.
D.
I A. When work is otherwise complete, clean entire tileinstallation using no acid or acid cleaners.
END OF SECTTON
sEcrroN 09310 3
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DIVISION 9
I FINISIIES
_ CARPETING
T PART 1 - GENERAL
t 1.01 scoPEI
A. Furnish and install carpet.
I 1.02 STAITDARDS
I A. Provide certification that carpet meets
I Doc-FF-1-zo-
B. Provide certification that carpet and pad has
I flame spread less than 75 with smoke developedI less than 185 per ASTM E-84.
r 1 .03 St BI,IITTALS
Ir A. Provide samples not less than 18 x 24 inch forselection and approval of colors and textures.
I B. Deliver usable scraps, more than 2 square feet and8 inch minimum dimension, to Owner.
I PART2- PRODUCTS
I 2.O1 CARPET
I A. Carpet wiII be set at an allowance of $ 25.00 per
square yard installed, including pad.
I PART 3 EXECUTION
r 3.01 INSTALLATION
I' A. Provide tackless installation, using strippingwith two (2) rows of pins, except three (3) ror.rs
- where carpet width exceeds 20 feet. Nail and glueI stripping to substrate. Conceal edge of carpet
behind edge of stripping at wall base.
t B. Sew and tape seams in carpet.
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sEcTroN 09680 1
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I C. Tape seams in carpet cushion.I D. Stretch, adjust, and trim carpet to elirninateI wrinkles.
t E. Protect exposed edges with bend-down-type extrudedvinyl carpet edge guard nailed to substrate.
r F. Bind edges with biding tape and sewing at cut-outsfor access to other work. Secure with two-sidedtape, for ease of removal .I
END OF SECTION
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A.
2.O2
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sEcTroN 09900
DIVISION 9
FINISHES
PAINTING
GENERAI,
SCOPE
Furnish and apply painterrs finish to exterior andinterior surfaces not specifically excepted.
Painter's finish (under this Section) is required
on prine coated grilles, registers, and similaritems occurring in exposed surfaces.
PROTECTION
Protect any adjacent surfaces from splattered or
sprayed paint using adequate drop cloths, masking,
etc. as necessary. Repair or cause to be repaired
any surface damaged by paint.ing operations.
PRODUCTS
!{ATERIALS
Unless otherwise specified, materials shall be
selected from the following manufacturers: Cook,Fuller-O'Brien, G1idden, Koma, KWAL, Pittsburg,
Pratt & Lambert, and Olympic.
OnIy pure, unadulterated, first guality naterials
are permitted. $lhen manufacturer makes more than
one guality of product, use only his best quality.
Undercoats are to be of the sanne manufacturer as
approved final coat.
coLoRs
Colors wiII be selected by the Architect. Theproposal and the acceptance of any paint
nanufacturer shall not restrict the Architect toselection of standard colors of that manufacturer.
B.
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Unless otherwise directed by Architect, paintprime coated access panels, grilles, etc. samecolor as adjacent surfaces or if adjacent surface
does not reguire painting, use color as directed.
EXECUTION
CONDITION OF SURFACES
Before commencing painting, Contractor shall makecertain that the work to be finished is in propercondition to receive paint; that the surfaces areclean, dry, smooth and at the proper temperature.Moisture meters shall be used to check fordryness. Surfaces which cannot be prepared orpainted as specified shall be immediately broughtto the attention of the Architect in writing.Starting of work without such notification will beconsidered acceptance by the Contractor of thesurface involved.
PREPARATION
Prepare substrate and apply paint and staincoating in strict compliance with manufacturer'swritten instructions for each approved paint
system.
SCHEDULE OF FINISHES
The following schedule of finishes lists thepainting systems required for the respectivesurfaces. Where more than one finish lustre isindicated for any one system, verify withArchitect before proceeding:
EXTERIOR
A. Exterior Wood Siding and Trin:
1. two (2) coats of Olynpic stain
Exterior Metal Stair and Railings:
1st coat: ferrous metal , red oxide or zj-nc
chromate primer
2nd and 3rd coats: Enamelized house paint2.
sEcrroN 09900 2
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SECTION O99OO
I 3.05 INTERIOR
I A. Gypsum wallboard (wet areas, bathrooms, etc. )
I 1. 1st coat: pvA sealer
,- 2. 2nd coat: Semi-gloss or eggshell alkydr stipple as selectedI
B. Gypsum wallboard (textured):
t 1. 1st coat: PVA sealer2. 2nd coat: Flat latex wall finish
( scrubbable )
r C. Wood Trin, Doors, Jambs, and Wood Handrails:
I 1. 'lst coat: wood stain as selected to achieveI desired color2. 2nd coat: Polyurethane gloss finish3. 3rd coat: Polyurethane semi-gloss varnish
- D. Wood Shelves (not noted as painted):
1. Ap'ply one (1) coat of lacguer, sealer withI toner stain as reguired to achieve desiredcolor. Sand surface.
I 2. Apply one (1) coat of satin lacquer, and
t sand lightly with fine sandpaper3. Apply final coat of satin lacquer..
I E. Base and TrimI
1. 1st coat: Wood stain as selected to achieveI desired colorI 2. 2nd coat: Polyurethane semi-gloss varnish3. 3rd coat: Polyurethane semi-gloss varnish
I
I 3.06 GENERAT,
r A. Paint all piping and mechanical and electrical
I equipnent which is not prefinished and is exposedr in finished spaces.
END OF SECTION
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sEcrroN 09900 3
DIVISION 15
MECHANICAL SPECIFICATIONS
MECHANICAL WORK IN GENERAL:
SCOPE:
All work under this section of the specifications shall
comply with and be governed by the General Conditions.
Except as otherwise noted, the Mechanical Contractor shallfurnish aI1 materials and labor to assemble the eguipnent ascomplete operating systems.
CODES AND ORDINANCES:
All work shall comply with the Rules and Regulations of theNational Board of Fire Underwriters and all Codes andOrdinances of the Local and State authorities. Such codes,
where applicable, shall take precedence over these plans
and specifications.
PERMITS:
The Contractor shall secure and pay for all permits andfees required for the installation of the mechanical systensas hereinafter specified, and include these costs in the basebid.
INSTALLATTON OF THE WORK:
The Contractor for this work shall confer and cooperate withothers and shall arrange for work in proper relation withtheirs.
All work shall be done inresidential practices.accordance with good
DRAWINGS AND SPECIFICATIONS :
The mechanical drawings are diagrammatic in character and nonot necessariJ.y indicate every reguired offset, valve,fitting, etc.
A11 drawings relating to this structure, together with thesespecifications, shall be considered in bidding. The drawings
and specifications are complementary, and what is called forin either of these shall be as binding as though called forby both.
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DIVISION 15 1
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DIVISION 15
RECORD OF CHANGES:
Show on blue line in red ink all changes from original plans
nade during installation of work and file with Architect whenwork is complete.
WORK TO BE DONE BY OTHERS:
General Contractor shall:
Furnish lintels over wall openings where required.
Install louvers in walls furnished by Mechanical
Contractor
Provide openings in structure as directed by the
Mechanical Contractor
InstaII access panels where reguired, furnished by the
Mechanical Contractor
Provide roof curbing for roof mounted eguipment
ELECTRICAI.,:
All electrical eguipment shall conform to the "ELECTRICAL"specifications and shall be suitable for operation on thevoltage and current available at the building site. Thesecharacteristics shall be verified by the Contractor prior toordering equipment.
DELIVERY AND STORAGE OF MATERIALS:
The Contractor shall make his own provisions for the delivery
and safe storage of his rnaterials and shall make therequired arrangements with other Contractors for theintroduction into the building of eguipment too large topass through finished openings.
HANGERS AND SUPPORTS
All ductwork shall be adequately supported from the buildingstructure to prevent sagging, pocketing, slraying ordisplacement by means of hangers and supports. Piping shall
be supported to maintain required grading of mains, toprevent vibration and so arranged as to provide for expansion
and contraction.
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I cAs FoRcED ArR FURNAcE sysrEuI
Provide furnaces or equal as specified on Drawings.
I Each furnace is to be complete with heat exchanger,built-on draft diverter, steel slotted port burners, belt
- drive blowers. diaphragirn gas valve, fiberglass air filters,
I gas pressure regulator, adjustable fan control, automatic
- reset limit control and low voltage transformer. Burner to
have 100t safety controls.
I Furnish each unit complete with a 7 day/nLght setback heating
thermostat with continuous fan switch.
I Each furnace shall be completely pre-assembled and ready to
- operate with only electrical, gas, refrigerant piping, and
duct connections necessary.
I Gas vent shall be installed in full compliance with the
terms of is Underwriters Laboratories, Inc., listing, with
I the manufacturer's installation instruction and with
I nationally recognized building codes representing goodpractice for such installation.
I DUcrr{oRKt
AII ductwork shall be galvanized steel . Installation shall
I conform to SMACNA Low Velocity Standards. All supply ducts
I in crawl space shall be lined with 1/2" fiberglassductboard. Ducts in attic shall be wrapped with 1-1 /2"
I fiberglass insulation.
' The sizes of ductwork shown on the Drawings represent inside
dimensions and do not include the thickness of lining.
I GRILLES, REGISTERS AND DTFFUSERS:
I See the Drawings for size, type and style.
I BATJANCING AND ADJUSTING
I At the completion of the work, all mechanical systems willI be adjusted and balanced.
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DIVISION 15 3
DIVISION 15
CLEAN-UP:
The Contractor shall clean all exposed surfaces of allpiping, hangers, ducts and other exposed rnaterial of allgrease, plaster or other foreign naterial .
SERVICE AND MATNTENANCE
Check safety devices and each piece of equipment.
Check lubrication of all noving parts and lubricat,e whererequired.
Provide Owner with necessary operating inst.ruction and
Owner's manuals for installed eguipnent.
GUARANTEE:
The Mechanical Contractor shall guarantee all materials,
workmanship and the successful operation of aII eguipment.
and apparatus installed by him for a period of one (1) year
from the date of the final acceptance of entire work andshall guarantee to repair or replace at his own expense anypart of the apparatus which may shoer defect during that time,provided such defect is, in the opinion of the Architect,
due to imperfect material or workmanship and not due to
carelessness or improper use.
END OF DIVISION
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DIVISION 15 4
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DIVISION 16
I ELECTRICAL
t ELECTRICAL SERVICE AND DISTRIBUTION
I PARTl- GENERAL
I 1.or scoPEI
A. Install underground service entrance raceways forI electrical , telephone, and cable TV utility
I Servlce.
- B. fnstall lighting, general-use receptacles, TV, andspecial outlet systems. A11 receptacles andr switches shall be "Decorat' Design.
I C. Install pohrer wiring and connection to air
t conditioning, heatj.ng, and ventilation equipment.
r 1.02 QUALTTY ASSURANCE
- A. Obtain and pay for construction perrnit and arrangefor periodj-c inspection by local authorities.
t B. Perform all work in accordance with localordinances, reguirements of State Fire Marshall,
NBFU, and specifications of NEMA and IEEE.rr C. Conform with construction practices as recommended
by American Electrician's Handbook by Croft andwith instructions of manufacturers of equipmenta and materials supplied for this work.
I 1.03 REFERENCE STANDARDS
I A. IiIBFU: National Board of Fire Underwriters
I B. TIEMA: National Electrical Manufacturer's- Association
I C. IEEE: Institute of Electrical and ElectronicsI Engineers
I D. NEC: National Electrical Code
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I 1.04 COORDINATIONt
r A. Coordinate the work of this Section with other
I Sections to avoid omissions and overlappingt responsibilities.
I B. Notify other trades and suppliers of project
I voltages.
I C. Obtain requirements for racelrays, grounding, andI 8ffi:ff}:""'3loi33:nn"3:";I:::l ":1":ffi"I8)""":l:
accessories furnished by Telephone Company.
I D. Obtain regui.rements for service raceeray grounding
and for netering fron Electric Company. Service
I cables, final connections, and metering eguipment
I furnished by Electric Company.
E. Arrange and pay utitity conpanies for service
charges and work performed by bhem.I
1 .05 WARR.AIITY
I A' l$::t:":n;"i::l"i'":!'",:*::3r$ ?:.':""n1:::uof one (1) year after final acceptance.
I
END OF SECTION
THE END
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