HomeMy WebLinkAboutVAIL POTATO PATCH BLOCK 1 LOT 17 LEGALTOWN OFVAIL
75 S.F RONTAGE ROAD
VAIL,CO 8165 7
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOP MENT
ON JOBSITE ATALLTIMES
Permit #:B98-0323
DR Status ...:ISSUED
DRApplied ..:10/2 2/19 98
I ssued ...:11/17/199 8
Exp ires ..:05/16/1999
NOTE:THISPERMIT MUST BE POSTED
TOV/Comm.Dev.PROJECT TITLE:BA KALAR
Clean-up D~Refund NEW (SFR,P /S,DUP PERMIT
approved WJ2
amount ~~~A d dr e s s :780 POTATO PATCHdate~Location ...:7 80 POTAT O PATCH
arcel No ..:2 10 1-06 3-01-027
Project No.:P RJ98 -0100
APPLICANT
CONTRACTOR
OWNER
STRUCTURAL ASSOCIATES CO .
4 185 COUNTY ROAD #154,GLENWOOD SPRINGS,
STRUCTURAL ASSOCIATES CO .
4 185 COUNT Y ROAD #154 ,GLENWOOD SPRINGS,
BAKALAR JOHN STEPHEN REVOCABLE T
1760 DALE AVE,HIGHLAND PARK IL 60035
Phone:970-945-01 47
CO 81601
Phone :970-945-01 47
CO 8160 1
Description :NEW SFR Number of Dwelling Units:001
Occupancy Typ e Factor Sq .F eet Valuat ion
Dwellings Zone 3V-N 1 38 .5 54 ,363 604 ,49 3 .65
Dwellings Zone 3V-N Basement 30.0 9 1,780 53,560.20
Private Ga rages Zone 1 V-N Masonry2 3.80 1,164 27,70 3.20
S ubtotal :7 ,307 685,757.05
Table Date:05/17/1996 Total Valuation:685 ,75 7 .05
Towno f Va il Adjusted Valu ation :3,000,000.000
Firepla ce I nforma ti on :Re strict ed :Y #Of GasApplian ces :2 #0£Ga s Logs:2 #Of Wood/Pa l let:
.WTW •••W'_••_•••••••_••••••••••••••••••••'••••••••••••www••FEE S UM MA RY w.w.w.*.w.w•••_•••••••••••••••••••••••••••••••••••••••*.w.,
Bu ilding ----->
Plan Check--->
Investi gat ion>
Will c all---->
1 0 ,3 40 .00
6 ,721.0 0
.00
3 .00
Restuarant P l a n Revie w--~
ORB Fe e-----------------~
Recrea t ion F ee ---------->
Clean-Up Deposit -------->
TOTAL FEES -------------->
.00
500 .00
9 21.45
1 ,0 00.00
19,485.4 5
To tal Calcu l ated Fees--->
Addit ional Fe es --------->
Total Permi t Fee -------->
Paymente---------------->
BA~~CE DUE------------->
19 ,485 .45
300 .00
1 9 .7S5 .4 5
1 9,7 85 .45
.0 0
Item :05100 BUILDI NG DEPARTMENT Dept:BUILDING Division :
10/2 2/1998 CHARLIE Action:NO TE PLANS TO CHARLIE
11/09/1998 CHARLIE Action :APPR charlie davis
Item :05400 PLANN ING DEPARTMENT Dept:PLANNING Division :
1 0/22/1998 CHARLIE Action:NOTE PLANS TO PLANN ING
11 /04/1998 BWILSON Action :APPR
Item:05600 FIRE DEPA RTMENT Dept:F IRE Division :
1 0/22 /1 998 CHARLI E Action:APPRN/A
Item:05500 PUBLIC WORKS Dept :PUB WORK Division :
10/2 2/1998 CHARLIE Action:NOTE PLANS TO PUBWO RK S
11/17 /1998 TPARTCH Action:APPR Is rec'd pw permit
It em:0 5 550 ENGINEERING Dept:ENGINEE R Division:
10/22/19 98 CHARLIE Action:NOTE PLANS TO PUB WO RKS
11/17/1 998 T PARTCH Action:APPR appr
TOWN OFVAIL Id :ACTP135D Keyword:UACT User :JN OLEN 07/18/00
Activity Maintenance -Fee Item Summary .
Permit No :B98 -0323 App licant :STRUCTURAL ASSOCIATESCO.
Status :FINAL Address:780 POTATO PATCH DR
Notice:Original driveway backout area as on DRB approved per GH
e~e~eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee£
o Calculated Fees:1 9,485 .45 Total Fees:19,685 .45 0
C Additional Fees:200.00 Payments :19,685.450
o Total Fees:1 9,685 .45 Balance:.DOC
aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeY
eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee£
C Item Descript ion Fee Payments BalanceD
uaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaN
C 0010 BUILDINGPERMITFEES 10,340.0010,340.00 C
n 0070 DESIGN REVIEW FEES 500 .00 500.00 C
C 0080 PLAN CHECK FEES 6,72 1 .00 6,721 .00 C
n 0130 CLEANUP DEPOSITS 1,200 .00 1,200.00 C
C 0140 RECREATION FEES 921.45921.45 D
C 0150 WILLCALL INSPECTION FEE 3 .00 3 .00 C
C 0160 RESTAURANT PLAN REVIEW D
C 1210 INVESTIGATIONFEE (BLDG)C
C D
aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee¥
ESC=New Option
TOWN OF VAIL Id:ACTP135 Keyword :UACT User :JNOLEN 07/18/00
Activity Maintenance -Fee Summary.
Permit No :B98-0323 Applicant:STRUCTURAL ASSOCIATESCO.
Status :FINAL Address:780 POTATO PATCH DR
Notice:Original driveway backout area as on ORB approved per GH
eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee£
n Calculated Fees:19,485.45 Total Fees :19,685 .45 0
o Additional Fees:200 .00 Payments:19,685 .450
n Total Fees :19,685.45 Balance :.000
aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee¥
eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee£
o Entered Time Type Method Amount Posted Notation .Receipt 0
uaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaN
o 11/11/98 08:44 Payment CREC 200 .00 11/11/98 pre-paid 0
o 11/18/98 09:45 Payment CK 19,285 .45 11/18/98 27334 REC-04770
o 11/18/98 09 :51 Payment PREP 200 .00 11/18/98 PREPAID DRB FEES 0
o 11/18/98 09:51 Payment CREC 19,585 .45 11/18/98 #27334 REC-04770
o 11/18/98 13 :55 Payment CREC 19,485.45 11/18/98 #27334 REC-04780
o 11/18/98 09:49 Void CREC -200.00 11/18/98 VOID n
o 11/18/98 09:51 Void CK -19,285.45 11/18/98 VOID REC-04770
o 11/18/98 13 :44 Void CHEC -19,585.45 11/18/98 VOID REC-04770
o ***End of File ***n
aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeV
ESC=Exit
Se e Page 2 of this Doc~t for any conditions tha4ltay apply to this permit.
DECLARATIONS
Ih ereby a ek no wl edg e t ha tI hav e r ead t h i s a p p licat i on,fi l led out in fu ll the information r e qu ired,complet ed a n ac c u r a te pl ot
plan,ands ta te t ha t al l the i nformat i on provided a s required is correct.I a gre e to c omply wi t ht h e i nforma tion and plot p l an,
t oc omply with a ll Town o rdi nanc es a nd s ta te laws ,a ndt o bu ild t hi s structu re accord ing t o the To wn 's zoning and subdiv ision
c o d es ,de sign review appro v ed,Uniform Bu il ding Code a nd o the r ordin ances of t he Town applicabl e t here to.
REQUESTS FORINS PECTIONS SHALL BE MADE TWENT Y~FOUR HO URS I N ADVAKCE
S end Cl ean -Up Deposit To:STRUCTRAL ASSOCIATES
BYTELEPHONE AT(\479 -3 13 B O~A~UR ~E FROM 8 :00 AM 5 :00 PM\fY\Q l!..~r<~l ,&Ad-A
S IGNATUREOF Oh"NER ORCONTRACTORFOR H IMSELFANDOWNER
PAGE2
********************************************************************************
CONDITIONSOF APPROVAL
P e rmit #:B98 -03 23 a s of 1 1 /18/9 8 Status :ISSUED
********************************************************************************
Permi t Type :
Applicant:
Job Address :
Location :
Parcel No :
NEW (SFR,P/S,DUP)PERMIT
STRUCTURAL ASSOCIATES CO.
7 80POTATO PATCH DR
780 POTATO PATCH DR
2101-063-01-027
Applied:
Issued:
10/22/1998
11/17/1998
********************************************************************************
CONDITIONS
********************************************************************************
1.THIS PROJECT WILLREQUIREDA SITE IMPROVEMENT SURVEY .SUCH
SURVEY SHALLBESUBMITTED AND APPROVED PRIOR TOREQUESTFOR
A FRAME INSPECTION .
2.ma ke note of correctons /analysis attached to plans
a soi ls report i s required prior to a footing inspection
PREPARED 11 1Q/0 0,1 5 ,31:4'
PROGRAM MR4 15U
To wn o fVa il
CUST -IOCUSTOMER NAM E TYPE
DEPOSIT REFUND REPORT-UPDATE PAGE 1
CIlARGE
ODD E DESCRIPTION
1314 B98-0323 STRUCTURAL ASSOCIATES
DEPO e DEPOS IT
TX-DATE
D2
11 /19/9Q
AJ "::DATE
11 1Q/00
DEPOS IT
AMOUNT
1 20 0 .00
DBPOSIT-ADJ
AMOUNT
1200 .00
ADJ USTMENT
AMOUNT
1200.00 -
APTER -REFUND
AMOUNT
.00
TOTAL FOR CUSTOMER T YPE:
GRAND TOTAL,
DEPOSIT COUNT:
D2 12 00 .00
1 200 .00
1 200.00
12 00 .00
1200 .00-
1 200 .00 -
.00
.0 0
GIL BATCH CREATED ,BATC H-01 863 2000/01 USERID-JPOPECK APHELD COTJNT-1.0 0 AMOUNT-1,2 0 0 .00
•
*************************.-.**************************4It*********
TOWN OF VAIL,COLORADO Statemnt
****************************************************************
Statemnt Number:REC-0477 Amount:19,585.45 11/18/98 09:51
Payment Method:CHECK Notation:#27334 Init:CD
NEW (SFR,P/S,DUP)PEB-BUILD
19,585.45
B98-0323 Type:
2101-063-01-027
780 POTATO PATCH
780 POTATO PATCH
Permit No :
Parcel No:
Site Address:
Location:
This Payment
DR
DR
Total Fees:19,785.45
Total ALL Pmts:19,785.45
Balance:.00
****************************************************************
Account Code
BP 00100003111100
DR 00100003112200
PF 00100003112300
AD D2-DEP08
RF 11100003112700
WC 00100003112800
Description
BUILDINGPERMITFEES
DESIGN REVIEW FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
Amount
10,340.00
300.00
6,721.00
1,300.00
921.45
3 .00
1-7'-$
PAG e 2
TOYin of Vail Re
Phone Number:
Town of Vail Reg.
Phon e Number:...J'-4-.u..;~::c..l~-+--
BiJILDING:
S IGNlo.TU?.E :
ZONING:
SIGNATURE:
P I SQ.FT .VALUAuoN1---i T>'E IGROU
!----._---
:O:il!Ilf nts :+_
OCT -20-98 TUE 11:37 AM ST RUC TU RAL ASSOCiAT ES FAX:9709 450482
···~l..on"(lCt r.at;lc count)'As ses s o rs Office ...~.at 570-328-8640 for pal:cc .TOWN OF VAIL CONSTRUC"l'~_l'E?~';rT t:
MRCEL 0:2101 ofp,~/OZ 1fll'PERMIT APPLICATION l:'O~ate Received
.DATE:lo/IIi/'I6
.L APPLICATION ~ST BE FILLED OUT COMPLETELY OR IT z.l~PTN~iB1~9~ccr;PTE:D'
l\*************************,,***PERMIT INFORMATION *~*-*.!~.~**~"'***********'""**;,u,
(,xl -Building (J -PlUmbing (]-Electrical [J -Mechanfcal (I'J -ot.ncr
a.7fj()~alD~~tJ/~,fJMn-?;
Job Nall\e:8A~~,c.IS~Job Address:P~i/.C4 '57 Ma~N ~~,
Legal Des ription:Lot /7 Block I Filing S I'IlDIVISIO~~"~&
....'/76t>.e-,{e be---(~
Owners Na!e:/dhnf.cn/"/~~~~Address:/li9bJen4.PMk.,IJ-~ts Ph .?~-477"J
A4..-J 11-~_'./-_-k I,{,.6.~~Nor.(/(ltJ)!Architect .rr/~rler ·'7'Glln&.,;o Address:jli&iJ.@ 81'~7--Ph.~lOS
~.~~n~~:"1_
General Description:mVd.-d<V y;...~~;4t ,,~
y-,,'
Work Clas,;:.1)<']-New [)-1.1 tera~ion [)-Additional ()-Repa ir [)-Other_~__
Number of Dwelling 'Units:I llumber of Accor.unoda~.:m Units:
Vll\ber and Type of F ireplaces:Gas Appliances~Gas Logsk Hood/Pellet
I\*************;'*****~**~*********;'VALUATIONS ***********************~****
BUILDING:-$2t~,@3'~ELECTRICAL:$/Sq a::+:J .-
PLUMBING:-$/50;o~-.MECtiANICAL:-$t54;Qoo.....
~***************************CONT,fl~nera~contra£tor:s.:b:-,~<..:c..:.,
Ulg :~~ff 6-\€.IA.'S~~s CO ·'"l:o
Elcctri,:al :;ontractor:~~+'F,s:C!
Address;ZiR"o tbuA t:S-.~~..:u.:R'
~~~~~~~o ·.
.Plumbing coi .tractor :--?:\~A \>\v~:-~
Addre ,;s:]:>0'K <eO \~u.~\~LL~\
Mechanica l Contractor:~j,.'-.\'tI\.e.~!,'A :c~\
Address:\.r'2L\;--J~~"'-Y;l~l.({\J~\~~:6....
.R··h.\("\-,...j 8v3 03 -Z--GJib*********~~~*\*~**y'~~~**~FOR OFFIC~USE ********y ***********~*****r ';'**
3UILDING PERMIT FEE:BUILDING PLAN CHECK F ":E :
?LUMBING PERMIT FEE:PLU~BING PLAN CHEC K YEE:
'iECHANICAL PERMIT FEE:MECHA.~ICAL PLAN CHEC"EE:
':LECTRICAL FEE:RECREATIONA ':
I THER TYPE OF FE E:CLEAN-Up;nEP~S T:
1 RB FEE:TOTAL PEron:EE
--------------------..---------t-
e e
TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGE ROAD
VAIL,CO 81657
970-479-2138
NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES
DEMO .OFPART/ALL BUDG .Permit #:098-0019
Job Address:780 POTATO PATCH DR
Location ...:780 POTATO PATCH DR
Parcel No..:2101-063-01-027
Project No.:PRJ98-0100
Status ....ISSUED
Applied ..:10/22/1998
Issued ...:10/22/1998
Expires ..:04/20/1999
Description:
DEMO AN ESITING SFR FOR NEW SFR
Valuation :
970-945-0147
970 -945 -0147
Phone:
CO 81601
Phone:
CO 81601
TOV/Comm.Dev.
Clean-upDe 0 Refund
approved
amount
date
Add Sq Ft :15,000
STRUCTURAL ASSOCIATESCO.
4185 COUNTY ROAD #154,GLENWOOD SPRINGS,
STRUCTURAL ASSOCIATESCO.
4185 COUNTY ROAD #154,GLENWOOD SPRINGS,
BAKALAR JOHN STEPHEN REVOCABLE T
1760 DALE AVE,HIGHLAND PARK IL 60035
Occupancy :
Type Construction :
Type Occupancy :
OWNER
CONTRACTOR
APPLICANT
F irepl ac e Inf o ~~ae i Q n :Re str icted :~Of Gas Appli a n ces ;#t-Of GasLoge:#Of Wood /Pall e t:
Bui lding ----->
Plan Check --->
Invest ig at ion>
Wil l cal l---->
1 9 5.00
1 26 .'75
.00
3 .00
Reet ua r a nt Pla n Rev iew-->
ORB Fe e----------------->
Recreation Fee ---------->
Clean-Up Deposit --------,
TOTAL FEES-------------->
.00
.00
.00
100.00
42 4.'15
To tal Calcul at ed Fe ee --->
Addi tional Fees---------,
Total Permi t Fee -------->
Pa ymen te ---------------->
BALANC E OU E-------------,
4 24 .75
.0 0
4 24 .75
424 .75
.00
Item:05100 BUILDING DEPARTMENT Dept:BUILDING
10/22/1998 CHARLIE Action:APPR charlie davis
Item:05400 PLANNING DEPARTMENT Dept:PLANNING
10/22/1998 CHARLIE Action:NOTE NOTIFIED BY E-MAIL
10/22/1998 CHARLIE Action :APPRPER DOMINIC
Item:05600 FIRE DEPARTMENT Dept:FIRE
10/22/1998 CHARLIE Action :APPRN/A
Item:05500 PUBLIC WORKS Dept:PUB WORK
10/22/1998 CHARLIE Action:NOTE NOTIFIED BYE-MAIL
10/22/1998 CHARLIE Action:APPR per terri
Item:05700 ENVIRONMENTAL HEALTH Dept :HEALTH
10/22/1998 CHARLIE Action:APPRN/A
Item:05900 LIQUOR Dept:CLERK
10/22/1998 CHARLIE Action:APPRN/A
Division:
Division:
Division:
Division:
Division:
Division:
See Page 2 of this Document for any conditions that may apply to this permit .
DECLARATIONS
I here by a ck nowledge that Iha ve re ad thi s app licatio n,fill ed out i n full t hei nf ormat ionr equired,c ompleted a n accuratep lot
plan ,and state tha t al lt he informa ti on provided as required is c orr ec t .I agree to complywith the in fo rmat ion a nd pl ot plan ,
t o comply wi th al lTown o rd ina nc es a nd s tat e law s,a nd to bu i ld t hi s struct ure acco rd ing.to theTo wn's z on ing and SUbdivisi on
cod es ,d es ig n r eview appro ve d,Uni form Buil di ng Code an d o t her ordi n ances of the Tow n appl icabl et here to .
RE QUEST ~FORINS PECTIONSSHALLBE MADE TW~-FOUR HOUR SIN ADVANCE BYT ELEPHONE AT 479 -
Send Cl ean·Up Deposit T o~S TRUCTRAL ASSOCITATES
ORAT OUR OFFICE F ROM B :OO AM 5 :00 PM
********************************************************************************
CONDITIONS
Permit #:D98-0019 as of 10/22/98 Status:ISSUED
********************************************************************************
Permit Type:DEMO.OFPART/ALL BUDG.
Applicant:STRUCTURAL ASSOCIATESCO.
970-945-0147
Job Address :
Location:780 POTATO PATCH DR
Parcel No:2101 -063-01-027
Description :
DEMO AN ESITING SFRFOR NEW SFR
Applied:10/22/1998
Issued:10/22/1998
To Expire:04/20/1999
Conditions:
1 .FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
PREPARED 7 /18 /0 0,15 :34 :5 6
PROGRAM MR 4150
Town of Vai l
CUST -ID CUSTOME R NAME TYPE
DEPOSIT REPUND REPORT-UPDATE PAGE 1
CHAR GE
CODEDESCRIPTION
1279 D9 8 -0019 STRUCTURAL ASSOCIATES
DEP08 DEPOSIT
TX-DATE
0 2
10/23/.8
AJ-DATE
7 /1 8 /0 0
DEPOSIT
AMOllNT
1 00 .00
DEPOSIT-ADJ
AMO llNT
1 00 .00
ADJUSTMENT
AMOllNT
1 00 .00 -
AFTER-REFUND
AMOllNT
.00
TOTAL FOR CUSTOMER TYPE:
GRAND TOTAL :
02 10 0 .00
100.0 0
100 .00
1 0 0.00
100 .00-
1 00 .00-
.00
.0 0
DEPOSIT COUNT;
G/L BATCH CREATED,
1
BATCH-01864 2 000/07 USERID-JPOPECK APHELD COUNT-1.00 AM OllNT-10 0 .0 0
·e e****************************************************************
TOWN OF VAIL,COLORADO Statemnt
****************************************************************
Statemnt Number :REC-0468 Amount:
Payment Method :CHECK Notation:#27046
424.75 10/22/98 14:18
Init:CD
Permit No :D98-0019 Type:A-DEMO DEMO .OFPART/ALLBU
Parcel No:2101-063-01-027
Site Address:780 POTATO PATCH DR
Location :780 POTATO PATCH DR
Total Fees:424.75
This Payment 424.75 Total ALL Pmts:424.75
Balance:.00
****************************************************************
Account Code
BP 00100003111100
PF 00100003112300
AD D2-DEP08
WC 00100003112800
Description
BUILDING PERMIT FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
WILL CALL INSPECTIONFEE
Amount
195 .00
126.75
100.00
3.00
e e
TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVE LOPMENT
75S .FRONTAGE ROAD
VA IL,CO 8165 7
970-4 79-2138
NOTE :THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES
MECHANICAL PERM IT Permit #:M99 -0066
Job Address :780 POTATO PATCH DR
Location :780 POTATO PATCH DR
Parcel No :210 1-063-01-027
Project Number :PRJ98 -0100
Status ...:I SS UED
Applied ..:06/24/1999
Issued ...:06/24/1999
Expires ..:12/21/1999
APPLICANT SUTTON INSULATING WEST ,INC .Phone :970 -945 -1313
5398 CR 1 54 #1,Glenwood Springs,CO 8 1601
CONTRACTOR SUTTON INSULATING WEST,INC .Phone:970 -945-1313
5398 CR 154 #1,Glenwood Springs,CO 81601
OWNER BAKALAR JOHN STEPHEN REVOCABLE T
1760 DALE AVE,HIGHLAND PARK IL 60035
Description :
INSTALL SEVERAL F IREPLACE LOG SETS
Valuation :6,975 .00
F ireplace Infor..tion :Res tricted :Y I Of Gas Ap pliances :*Of Gas Logs:#Qf Wood/Pallet,
Mechanical--->
Plan Check.---,.
Investig ation>
wi l l Call ---->
140.00
3 5.00
.00
3 .00
Reetuarant Plan Review-->
ORB Pee----------------->
TOTAL PEES-------------->
.0 0
.00
1 78 .00
Total calculatedFe es--->
Additional Fees --------->
To tal Permit Fee-------->
Payments ---------------->
BALANCE DUE------------->
178 .00
.00
178.00
178 .00
.00
~t :BUI LDING Division:
Dept :FIRE Division :
Item :05100 BUILDING DEPARTMENT
06/2 4/1999 JRM Action:APPR APPROVED
I tem:05600 F IRE DEPARTMENT
06/24/1999 JRMAc tion:APPR N/A
CONDITION OF APPROVAL
1.FIELD I NSPECTIONS ARE REQUIRED TO CHECK FOR COD E COMPLIANCE.
2 .COMBUST ION AIR IS REQUIRED PER SEC.701 OFTHE 1 997 UMC,OR
SECTION 701 OFTHE 1997 IMC.
3.INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND
TO CHAPTER 1 0OFTHE 1 997 UMC CHAPTER 10 OF THE 1997 IMC.
4 .GAS APPLIANCES SHALL BE VENTE6 ACCORDING TO CHAPTER 8 AND
SHALL TERMINATE ASSPEC IFIED IN SEC.806 OFTHE 1 997 UMC,OR
CHAPTER 8OFTHE 1997 IMC .
5 .ACCESS T O HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND
SEC .101 7 OFTHE 1997 UMC AND CHAPTER 3OF THE 1997 I MC.
6.BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
7.PERMIT~PLANS AND CODE ANALYSIS MIUST BEPOSTEDI N MECHANICAL
ROOM P.t<IOR TOAN INSPECTION RE8UEST .8 .DRAINAGE OF MECHANICAL ROOMS CNTAINING HEATING OR HOT -WATER
SUPPLYBQILERS SHALL BEEQUIPPED WITH A FLOOR DRAINPERSEC .
1 022OFTHE 1997 UMC,OR SECTION 1004 .6 OFTHE 1997 IMC.
********************************************************************************
::....................•...........~.
,
TOWN OF VAIL,COLORADO Statemnt
.............•........•.........•...............•..•....•.......
Statemnt Number:REC-0536 Amount:
Pa yment Meehod:CK No~~tion:388 7
178.00 06/30/99 11:01
Init:JRM
1 79 .00
178 .00
.00
MECHANICAL PERMIT
aalance :
1 7 8.0 0
Permit No:M99 -Q OGG Type:B-MECH
Parce l No :2101·063-01-027
Site Address:780 POTATO PATCH DR
Lo ca tion :780 POTATO PATCH DR
To tal.Fees:
Total ALL Pm.ta :ntie Payment
Account Code
MP 0010000311130 0
PF 001000031 1 2300
we 00 100003 112800
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Amount
140.00
35 .00
3 .00
•DECLARATIONS •I hereby acknowledge that I have read this application.fi lled out in full the information required,completed an accurate plot
plan,and Btate that all the information provided &s required is correct.I agree to comply with the information and plot plan,
to comply with all Town ordinances and state lawB,and to build this structure according to the Town's zoning and subdivision
codes,design review approved,Uniform Building code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPEcrIONS SKALL BE MADE 1WENTY-FOUR HOURS IN AOVAN /TELEPHONEAT
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
FROM 8:00 AM 5:00 PM
nusr BE FILLED OUT COMPLETELY OR 1'1'MAY NOT BE ACCEPTED
-JJor p \1t ~I()I G(;:3>0 10 ~7
ole County II r rice a d 'i?""-8"10 '1-0 .•
.r -28 !!64Q .fo Parcel n.TOWN OFVAIL CONS'l'RUCTIO.
~~~~/~_PERMITAPPLICATION FORM
""DATE:<;;<1 \-9'1
"~
Job Address:
/
':**********************PERMIT n~FORMATIOr****~_***************.********
()-Building [)-Plumbing )-Electrical (~Mechan1cal ()-Other
Job Name:_~o.~\"""",--___p.\..\.P..\.-"1)r.
SUBDiVISION:
____,Ph._
Legal Description:Lot Block___Filing --"-''-'-'-''~"'''_'''_''_=~--
Owners Name:B o.~\C\.\~s '.J.e~c.e Address:
Architect:Address:_____________Ph._
General Description:See ~"'~'SheJ.
.,A ,,'
Hark Class:)AlJ ~New [)-Alteration [)-Addi tiona 1()-Repair ()-Other _
Number of Dwelling units:..k-Number of Accommodation units:
Plumbing contra ctor:
Address:
.
:;rmber and Type of Fireplaces:Gas Appliances"~Gas Logs_'_'WoodjPellet
~*********************************VALUATIONS *********************************
BUILDING:$EI£CTRICAL:$OTHER:$
PLUI1BING:$MECHANICAL:$-<;"9'95--'l'OTAL:$'---;;;C."---"Q"""?"52"""'--
'******************-A'********CONTRACTOR INF;)HMlI.'l·ION ***'k***********:**********:\;
teneral COlltractor:Town of Vail Reg.NO.----Address:~h on e Number:
Electrical Contractor:C\\d Town of Vail Reg.NO._
Address:_.()"U Phone Number:
__________-+~Town of Vail Reg.NO._K Phone Number:--~----\'t -
Mechanical Contractor:S V\\O"Y '..Ce~\c.~Town of Vail Re<;t.No.mPl
Address:'53%c:..~.fSL{.,.I C\eV;,..X""c'C S pri Dar Phorie Number:..I/S.i3:!:2=:
********************************FOR OFFICE USE *******************************
BUILDINGPERMIT FEE:BUILDINGPLAN CHECK FEE:
PLUMBING PERM I '!'FEE:PLUMBING PLAN CHECK yEE:
HECHANICAL PERMIT FEE:MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE:.RECREATION FEE:
OTHER TYPEOF FEE:CLEAN-UP DEPOSIT:
DRB FEE:TOTAL PERMIT FEES:
Comments:-----------
'rYPE GROUP SQ.FT.VALUATION BUILDING:
S IGN.I\'l'URE:
ZONING:
SIGNA'l'UHE:
(CLEAN UP DEP.osrr REFUllD TO ~
••TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGE ROAD
VAIL,CO 81657
970-479-2138
NOTE:THIS PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES
ELECTRICALPERMIT Permit #:E99-0103
Job Address:
Location ...
Parcel No ..
Project No .
780 POTATO PATCH DR
780 Potato Patch Dr.
2101-063-01-027
PRJ98-0100
Status ..
Applied.
Issued ..
Expires.
~~o~
06/24/1999
06/28/1999
12/25/1999
APPLICANT MARMOT ELECTRIC
P .O.BOX 4511,AVON,CO 81620
CONTRACTOR MARMOT ELECTRIC
P.O .BOX 4511,AVON,CO 81 620
OWNER BAKALAR JOHNSTEPHEN REVOCABLE T
1760 DALE AVE,HIGHLAND PARK IL 60035
Description:Electrical for new SFR
Phone:970 -926 -0990
Phone:970-926-0 990 0~
,-,uo
I"oA )\
0w Q ~..ct''1~o1 "rP
Valuation:.00
Electr ical--->
ORB Fee ---;:0
Investigation>
wil l Call ---->
TOTAL FEES--->
2 4 9.00
.0 0
.00
3.00
2 52 .00
To tal Ca lcul atedFees--->
Addi tional Fe es --------->
Total Permi t Fe e-------->
Payme nts---------------->
BALAN CE DUE ------------->
25 2.00
.00
25 2.00
25 2.0 0
.0 0
Action:APPR Approved
DEPARTMENT
Action:APPR N/A
Item:06000 ELECTRICAL DEPARTMENT
06/24/1999 KATHY
Item:05600 FIRE
06/24/1999 KATHY
Dept:BUILDING Division:
per KathyDept:FIRE Division:
CONDITIONOF APPROVAL
1.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknOWledge that I have read thi s application ,fi lled ou ti n f u ll the i nforma tion requi red,completed an accurate plot
plan ,and state that a ll the informa tion provided as required is correct.I a gr ee t o comply wi tht he i n formati on and plot plan,
to comply with all Town ord inan ces and state l aws ,and to bu i ld this s t ructu re acco rding t o t heTow n's z oni ng and subdivi si on
codes ,design review approved,Uniform Building Code and other ordinances of t he Town appl i cable theret o .
REQUESTS FOR INSPECTIONS SHALLBEMADE TWENTY-FOURHOURS IN ADVANCE:
•....••.•.....•...•••....•••..•.•.••.•........••.•....•..........•TOWN OP VAIL,COLORADO Statemnt
Statemnt Number :RBC-OS35 Amount:252 .00 06/28/99 12:28
Payment Method:CK Notation:~3471/MARMOT rnit:LC
Permit No:E99-0103 Type:B ·ELEC ELECTRICAL PERMIT
Parcel No :2101-063-01-027
Site Address:780 POTATOPATCH DR
Location :780 Potato Patch Dr.
Total Fees:252.00
This Payment 252.00 Total ALL Pmt8:252 .00
Balance:.00
.......•.••............•...........•............................
Account COde
EP 00100003111400
we 00100003112900
Description
ELECTRICAL PERMIT PEES
WILLCALL INSPECTION FEE
Amount
249 .00
3 .00
~C\CO
TOWNOF VAI&NSTRUCTION PERMIT A~CATION FORM
INFORMATION MUSTBE COMPLETE ORTHE .-\PPLICATION WILL BE REJECTED
Contact t'A!ap/e CountyAssessorsOfficeat970-328-8640forParcel #
Parcel #~L::-~S-Ol -02....-"f-
Date :6 -;2 'i ~c:r cor Permit #"B.ct 8'05-z.>
Job Na me:~AKA:(A,Rc JobAddr ess:73"0 'p~~~ftr~be?.
Electrical ~Plumbing (Bui lding ()Mechanical ()Other ()
Legal Description:LotBlock Filing Subdi vision ffl--~~A1rN
Owners Nam e :~*,.,,)R.6~Address :Phone #_
Arch itect:~\:()JL Address :__~Phone #_
Other (
Number of Accommodation Units :_
.$'EBJICE fu4~-~~lMt'.........:'"'=.>.=-'------------
Additional (Repair()
J
Alteration (
Des cription ofJob:EZECll2JcAL
WorkClass:New ~
Number of Dwelling Units :__---L._
NumberandTypeofFir eplaces :Gas Appliances Gas Logs,Wood/Pellet _
BUI LDING :$_
PLUMBING$_
VALUATIONS
(r;Cf::D ~..)..t
E LECTRlCAL:$60;~OTHER :$_
MECHAN ICALS TOTAL $_
CONTRACTOR INFORMATION
General Contractor:.s:"T2 ttal\D!'sLA~.Address:_
Oftfs-0 I '-f 1-
~Q L(.St(
'7.26 o<i'1 D
Plumhing Contractor:_Address :_
T owno fVai lRegistration No .Phone #_
Mechanical Contractor:_Address:_
FOROFFICEUSE
BUILDING:SIGNATUR-""E:-:-------------
ZONING:,_
SIGNATURE:_
Phone #_
Da te Receive d
JUN z 4 1999
VALUATION I
Town of Vai lRegistration N o._
GROUPSQ.FT.
----+---t:===-_---'----'
,TYPE
CLEAN UPDEPOSITREFUNDTO:
••TOWN OFVAI L DEPARTME NT OF COMMUNI TY DEVELOPMENT
7 5 S.F RONTAGE ROAD
VAIL ,CO 81657
9 70-479-2138
NOTE:THIS PERMIT MUST BEPOSTEDON JOBSITE ATALLTIME S
MECHAN I CA L PERM IT Permit #:M98-0210
Job Address :780 POTAT O PATCH DR
.Locat i on:780 POTATO PATCH DR
Par ce lNo :2101-0 63-01 -027
Project Number:PRJ98-01 00
Status ...:I SSUE D
Applied ..:10/22/1998
Issued ...:11/17/1998
Expires ..:05/16/1999
APPLI CANT R &H ME CHAN I CA LLLC
1047 CHER RYVALE ROAD,BOULDER,CO 80303
CONTRACTOR R &HMECHANICAL LLC
1047 CHERRYVALE ROAD ,BOULDER ,CO 80303
OWNER BAKALAR JOHNSTEPHEN REVOCABLE T
1760 DAL E AVE,HIGHLAND PARK IL 60035
Phone:303-543-9894
Phone:303-543-98 94
Description :
ME CHFORNEW S FR
FireplaceI nf o rmation:Res tric ted:Y #Of Gas App liances:2
Valuation :
#Of Gas Logo:2
1 50,00 0.00
#O f Wood/Pa l le t :
Mechanical --->
Plan c h eck--->
I nvest iga ti on :>
Wi l l c a l l---->
3,0 00 .00
7 50.00
.0 0
3 .0 0
ReBtu arant P lan Review --:>
DRB Fee----------------->
TOTALFEEs-------------->
.00
.00
3,7 53 .00
Total Ca lcu lated Fe eB--->
Ad diti onal F ees---------:>
Total Permit Fee --------:>
Payme nte ---------------->
BALANCE DUE ------------->
3 ,753.00
.00
3 t 753 .oo
3,753.00
.00
Dept:BUILDING Division:
DAVIS
Dept:FIRE Division:
Item:05100 BUILDING DEPARTMENT
11/17/1998 CHARLIE Action :APPRCHARLIE
Item :05600 FIRE DEPARTMENT
11/17/1998 CHARLIE Action :APPR N/A
CONDITIONOF APPROVAL
1 .FIELD I NSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE .
2.COMBUST ION AIR I SREOUIRED PERSEC .607 OFTHE 1991 UMC.
3 .INSTALLATIONMUST CON FO ~I TO MANUFACTURES I NST RUC TIONS AND
TOAPPENDI X CHAPTER 21 OF THE 1991 UMC.
4.GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC.906 OF THE 1991 UMC .
5.ACCESSTOHEATING EQUIPMENT MUST COMPLY WITH SEC .505 AND
703 OF THE 1991 UMC..
6 .BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLE SSL ISTEDFOR MOUNTING ON COMBUSTIBLE FLOORING.
7 .PERMIT,PLANS AND CODE ANALYSISMIUSTBEPOSTED IN MECHANICAL
ROOM PRIORTO AN INSPECT ION RE8UEST .
8.DRAINAGE OF MECHANI CA L RO OMSCNTAININGHEATING OR HOT-WATER
SUPPLYBOILERS SHALL BEEQUIPPED WITH A FLOOR DRAINPER SEC.
2 119 OF THE 1991 UMC.
********************************************************************************
DECLARATIONS
I h ereby acknowledg e t h at I have r e ad t~PPli cat i on,fil l ed o ut in f ull the inform ~requi red,c omp leted an
plan,a n d Btate tha t a ll t he inf o rmati on provided as r equired is correc t .I agree t o comp ly with t h e informat i on
t oc ompl y wit h al l Town ordinanc e s and state l aws,a nd to b ui ld this s tru ct u r e accord ing t o the T OW~'B z on i ng and
c o des ,d es i g n r eview a ppr oved ,Un iform Buil d in g Codea nd o thero rdi n anc es of the Tow n a pp licable thereto.
ac cu rate p l ot
a nd p lot pl an ,
s u bd i v i sio n
REQUESTS FOR I NSPECT IONSS HALL BE ~~E TW ENTY-FOUR HOURS I N ADVANC E BY T E L E ~HON E AT 479 -2 13Q ORATOUROF FICE F ROM 8 :00 AM 5 :0 0 p ~
SIGNATURE OFOWNER OR CONTRA CT OR FOR HIMS EL F AND ~"NER N-,Q'-""~':>,J"b.'-.:~,,",'''''~_~L=--_--'~''''''''''~::s..-,,..A.~~~_
·.•.......•.......•.••.•...•.••.....••...~.•TO~~OF VAIL,COLORADO S t acemnt
S t a te ~~t Number:REC -0478 Amoun t:
Pa ~ent Meeh od :CK No tat ion:27 334
3,753 .00 1 1 /18/98 0 9:5 4
tn i t:J R
Permit:No :fo198 -0210 Type.B-MECH MECHAN ICAL PE RI-lIT
Pa rcel No :210 1 -0 63-01 -027
Si te AddreSB:78 0 POTATO PATCH DR
Location:780 POTATO PATCH DR
T his P ayment 3 ,753.0 0
T otal Fees :
To tal ALL Pmts:
Bala nce:
3.753 .00
3,753 .0 0
.00
Ac c o u n t Code
MP 0 01 0 0 0 03111 3 0 0
P F 0 01 00003112 300
we 0 01000 03112 8 0 0
Descri p tion
ME~~I CAL PERM IT FEES
P LAN CHECK FE ES
WILL CALL I NSP ECTIONF EE
A~ou n t:.
3,0 0 0.00
7 50 .0 0
3 .00
TOWN OF VAIL
75 S.FRONTAGE RO AD
VAIL,CO 8 1657
970 -4 79 -2138
•DEPARTMENT OF COMMUN ITY DIRLOPMENT
NOTE:T HIS PERMIT MUST BEPOSTED ON JOBSITE ATALLTIMES
PLUM BING PERMIT Permit #:P98-0150
Job Address:
Location ...
Parcel No ..
P roj ect No.
780 POTATO PATCH DR
780 P OTATOPATCH DR
2101-063-01 -0 27
PRJ9 8 -0100
Status ..
Applied.
Issued ..
Expi res.
ISSUED
10 /2 2/19 98
11 /10/1998
0 5/09 /1999
APPLICANT
CONTRACTOR
OWN ER
ZIKA P LUM BI NG &HEATING
P .O.BOX 6 013,VAIL CO 81657
Z IKAP LUMBING &HEAT ING
P.O.BOX 601 3,VAIL CO 81657
BAKA LAR JOHN STEPHEN REV OCABLE T
1760 DA LE AVE,HIGHLAND PARK IL 60035
Phone :970/390 -4629
Phone:970 /390-4629
Description:PL UM BINGFOR NEW SFR Valuat ion :150 ,000.00
••*•••••••*••••***••••******••••••*•••••••••••••••**•••••**FEE S UMMk~Y
P lumbi ng----->2 ,2 50 .00 Restuar ant Pl an Re view -->
Pla n Ch eck --->5 62.50 TOTALFEES-------------->
I nve stigation >.00
Will Ca l l---->3.0 0
.00
2 ,815 .50
Total Ca lculated Fees --->
Additional Fee s--------->
Tot al P ermit F ee-------->
P aym ente---------------->
BALANCE DUE------------->
2 ,8 1 5 .50
.00
2 ,815 .50
2 ,8 15 .5 0
.00
Item:05100 BUILDING DEPARTMENT
11/10/1998 CHARL IE Action :APPRCHARLIE
Item :05600 FIRE DEPARTMENT
1 1/10/1998CHARLIE Action :APPR N/A
Dept:
DAVIS
Dept :
BUILDING Division:
FIRE Division:
,
••••••••••••••••••••••••_•••••••••••••••••••••••••••••***•••_.__._._••••••••_••••••••••••••••_••_•••_•••••••***••••••****••*w *****
CONDITIONOF APPROVAL
1.FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby ackno wl e d g e eha t I have r e ad thi sa ppl i c a tion,f il l e d out i n full t h e informa t ion requ ired,completed an a ccu rate plot
p la n,a nd s t ate that a ll the informa ti on provided as r equired i s corr ect.I agree to c omply wi tht he i n format ion andp lot p la n,
t o comply with a ll Tow n o rdin a n ces and state laws,and t ob ui ld th i s stru cture according to the To wn 's z oning and sub divis io n
c odes ,d es i gn review approved,Uni f orm Bu ilding Code a nd o th er o rd i nances o f t he Town a pplicable the ret o.
REQUESTS FOR INSPECTIONS SHALL BE ~~E TW ENTY~FOUR HOURS I N ADVANCE BY TELEPH ONEAT 47 9 -2138 OR AT OUR OFFIC EFROM B:OO AM 5 :00 PM
"
.........................................IIIIl .
TOWN OF VAIL,COLORADO Statemnt •Statemnt Number:REC-04 78 Amo unt:
P ayment Me thod :CKNotat ion:27334
2,915 .5 0 11 /19/99 09:59
Init:JR
2,815 .50
2,815.5 0
.00
PLUMBING PERMITB-PLMB
DR
DR
Tot al Fees :
Total ALL Pmts:
Bal ance:
2 ,815 .50
P98 -01S0 Type:
2 1 01 -06 3-0 1-0 27
780 POTATOPATCH
7BO POTATO PATCH
Permi t No :
P arcel No:
Site Address:
Lo cation:
T h is Payment
Ac c ount Code
p p 00 100003 11120 0
PF0 010 00031123 00
we 00100003112800
De s cription
PL UMBING P ERMIT FEES
PLAN CHECK F EES
WILL CALL INSPECTION FEE
Amo unt
2,250 .00
56 2 .50
3 .00
••TOWN OFVAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
7 5 S .FRONTAGE ROAD
VAIL,CO 81657
970-479 -2138
NOTE:THI S PERMIT MUST BE POSTED ON JOBSITE ATALLTIMES
ELECTRICALPERMIT Permit #:E98-0276
Job Addr ess:
Location ...
Parcel No ..
Project No .
780 POTATO PATCH DR
78 0 POTATO PATCH DR
2101-063 -01-027
PRJ98-0100
Status ..
Applied.
Issued ..
Expires .
ISSUED
10/22/1998
11/10/1998
05/09/1999
APPLICANT MARMOT ELECTRIC
P .O.BOX 4511,AVON,CO 81620
CONTRACTOR MARMOT ELECTRIC
P.O.BO X 451 1,AVON,CO 8 1620
OWNER BAKALAR JOHN STEPHENREVOCABLE T
1760 DALE AVE,HIGHLAND PARK IL 6 0035
Description :ELECFOR NEW SFR
Phone:970 -926-0990
Phone :970-926-0990
Valuation:150,000.00
El ectri cal ---:>
DRB F ee ---:>
l n veseig at i on>
Will cal l----:>
TOTALF EES---:>
3 05 .00
.00
.00
3 .00
30 8 .00
Tot al Calcu la ted Fees ---:>
Add itional F e ee--------->
Tota lPerm it Fee-------->
Pa yme nts-----------w ----:>
BALAN CEDUE------------->
30 8 .00
.0 0
30 8 .0 0
3 08 .00
.00
BUIL DING Divisi on:Item:06000 ELECTRICAL DEPARTMENT
11/10/1998 CHARLIE Act ion:APPR CHARLIE
Item:05600 FIRE DEPARTMENT
11/1 0/1998 CHARLIE Action:APPR N/A
Dept:
DAVIS
Dep t:FIRE Division:
CONDITI ON OFAPPROVAL
1.F IELD I NSPECTIONS ARE REQU IRED TO -CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I h erebya ckno wle dge that I h a ve r ead thi s applicati on,fi lled o u t i n f ull the information r equi red,c ompl eted an accurate pl ot
pl an,and state t h at a l l the i n formation prov ided as requi red is correct .I agree to comply wi th t he i nf ormation and p lot plan ,
to comp ly with a ll Towno r di nances a nd s tate l aws,a nd to build t his structure a ccord i ngt ot he Town 's zoning and s ubdivis ion
codes,d es ignr eview a ppr oved,Uniform Bui ldi ng Code a ndo th er o rdina n ces o f the Towna p pl ica blet h ereto .
REQUESTS FOR INSPECTI ONSSHALLBE MA DE TWE NTY-FOUR HOURS I N AD~CE BYTELEPHONE AT47 9-2 138 ORAT OUR OFFICE FROM 8 :00 AM 5 :00 p ~;
·...•.......••.•..•..•..•.••..•••...•.•••.~.•••....•...•.....•TOWN OF VA I L,COLORADO S ta te m..,t
Staternnt Number :REC-04 18 Amoun t:
Pa yment Method:CKNotation :27 334
30B .00 11/1B/9B 09 :57
rn it :JR
308 .00
JOe .DO
.00
ELECTR ICAL PERMIT
Tocal ALL Pmt e :
Balance :
308 .00
Permit No:E9B -0276 T)~e:B·ELEC
P arcel No:2101 -063 -01 -027
Si te Ad dress:78 0 POTATO PATCH DR
Loca tion:7BOPOTATOPATCH DR
Tot al F ees:
T hisP ayment
Account Code
EP0 01000 031 114 00
we 0 010 000 31 12 800
Descript ion
ELECTRI CAL PERMIT FEES
WILL CALL INSPECTION FE E
Amou nt
3 05 .00
3 .00
Requirements •
forTerminatingtheVenting
WARNING:Venting terminals must not be
recessed into a wall or siding.
In addition,the following must be observed :
A.The clearance above grade,ora veranda,
porch,deckor balcony must bea minimum of12"(30
em).'
B.The clearance toa window or door that may be
openedmustbeamin imum of12"(30 em).'
C.A12"(30em)clearance toa permanently closed
window is recommended to prevent condensation on
thewindow.
D.The vertical clearance toa ventilated soffit located
abovethe terminal withina horizontal distance of2
feet(60em)fromthe centre-line ofthe terminal must
bea minimum of18 "(46em).
E.The clearance toan unventilated soffit must bea
minimumof12"(30em).
F.Clearance to outside corner.
G.Clearance to inside corner.
H.Avent must notbe installed within 3feet(90em).
abovea meter/regulator assembly when measured
fromthe horizontal centre-line oftheregulator.'
•
6
I.The c1earan.serv ice regulator ventoutletmust
bea minimurrw feet(1 .8 m).1
J.The clearance toa non-mechanical air supply inlet
tothe building orthe combustion airinlettoany other
appliance mustbea minimum of12feet(30em).1
K .The clearance toa mechan ical airsupplyinlet must
bea minimum of6feet(1.8 rn),'
L.The clearance above apaved sidewalk orapaved
driveway located on public property mustbeamini-
mumof7feet(2.1m)1.2
M.The clearance under a veranda,porch,deckorbal-
conymustbea minimum of12inches(30em).'>
,as specified inCAN1 81-149 Installation Codes
(1991)Note:localcodesor regulations mayrequire
different clearances.
2 aventshallnot terminate directly above aside-
walkor paved driveway which is located between two
single family dwellings andservesboth dwellings"
eonly permitted if veranda,porch,deck,or balcony
isfullyopenona minimum of2sides beneath the
floor"
Ga~Vent
Rcol'PI""'.'X/12
H •Mlm mum He lghl h om ROOfto
loweS!Olsdlarge O pit'lll'lg
RoofPitch Feet Meters
Flatto 6/12 1 0 .3
7/12 to 9/12 2 0.6
10112 to 12/12 4 1 .2
13/12 to 16/12 6 1.8
17/12 to 21/12 8 2.4
The
The Tara Direct-Vent pictured ill Brow'1 porcelain featuring the optional decora.
rive front grill over the glass window.
Outstanding Features
•Can heat up to 1.500sq.ft.
•25.000 BTU's per hour input
•78%efficiency
•Optional decorative frontgrillover the glass
•Supplied as NG unit.LPGconversionkitavailable
•Richlogglow and realisticflame
•Thermostat option.easily accessed controls
•Optional variable speed blower
•Color match vent paint available
•Piezo Spark ignition -no electricity required
(except forblower,unit can be operated
without blower)
•Available infour porcelain colors and matte
black
•LimitedLifetimeWarranty
GAS PARLOR STOVE
The latest addition to Waterford's renowned lineof
highqualitygas products.TheTaraisamid-sizedgas
stove that can heat up to 1,500sq .ft.,andhasamaxi-
mumBTUinputof25.000BTU's per hour.
TheTara comes withan optional decorative frontgrill
over theglass window whichprovidestheunitwith
two distinct looks.
Specially designedfirelogsofferarichlogglowwhich
is enhanced byatrulyrealisticyellowflame.
TheTaramaybe thermostatically controlled with the
controls easily accessed at the front of the unit.An
optionalvariable speed blower distributes the heat
further into your home.
Available infourporcelainenamel colors (includingthe
new "Claret"enamel)and matte black.Matching warm-
ingshelvesalso available .
The Tara Direct-Vent pictlJred without optional decorative (ront grill
over the glass window.
,
.".'
H EP WORTH-PAWL&EOTECHN ICAL,I NC.•Road 1s-l
G lenwood S prings.CO81601
Fax 970 94 5-8454
P hone 970 94 5-7988
RECE IVED
APR 03 1998
STRUCTURALAS SOCIATES
Bge-03;23
SUBSOILSTUDY FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOT 17,BLOCK 1,POTATO PATCH
780 POTATO P ATCH DRIVE
VAIL,COLORADO
JOB NO.197 683
JANUARY30 ,1998
PREPARED FOR:
JOHN BAKALAR
1760DALEAVENUE
HIGHLAND PARK,ILLINOIS 60035
HE&RTH -PAWLAK GEOTECHNI
January 30,1998
John Bakalar
1760DaleAvenue
Highland Park,Illinois60035
,INC.
JobNo.197683
Subject:Report Transmittal,SubsoilStudyforFoundationDesign ,Proposed
Residence,Lot17,Block1,Pota to Patch ,780PotatoPatch Drive,Vail ,
Colorado
Dear Mr.Bakalar:
Asreque sted,wehave conductedasubsoilstudy fortheproposedres idence atthe
subjectsite .
Subsurface conditions encountered intheexploratoryboringsdrilledinthe proposed
buildingareaconsistofmediumdense ,siltytoclayeysandwith scatteredgraveland
cobb les.Groundwater wasencounteredinthebo rings between16and 16 11z feetbelow
thegroundsurface .
Theproposedresidencecanbefoundedonspreadfootingsplacedonthe natural
subsoilsanddesignedforan a llowablebearingpressureof2 ,500 psf.
Thereport wh ichfollows describesourexplorat ion,summarizesourfindings ,and
presents our recommendations.Itisimportantthatwepro vide consultation during
design,andfieldservicesduringconstruction to reviewandmonitorthe implementation
of the geotechnical recommendations.
If youhaveanyquest ions regardingthisreport,pleasecontact us.
Sincerely,
H~PAWLAK GEOTECHNICAL.INC.
Rev.By :SLP
DAY/lank
I
TABLE OF CONTENTS •
P URPOSE A ND SCOPE OFSTUDY 1
PROPOSED CONSTRUCTION 1
SITE CONDITIONS 2
GEOLOGIC HAZARDS 2
FIELD EXPLORATION 2
S UBSURFACE CONDITIONS 3
DESIGN RECOMMENDATIONS 4
FOUNDATIONS 4
FOUNDATION AND RETAINING WALLS 5
FLOOR SLABS 6
U NDERDRA IN SYSTE M 6
SITE GRADI NG 7
SURFACE DRAIN AGE 8
LIMITATIONS 8
REFERENC E 9
FIGURE 1-LOCATION OF EXPLORATORY BORINGS
FIGURE 2-LOGSOF EXPLORATORY BORINGS
FIGURE 3 -LEGEND ANDNOTES
FIGURES 4 &5 -SWELL-CO NSOLIDATIO NT ESTRES ULTS
TABLE I-SUMMARY OFLABORATORY TEST RESULTS
H-P GEOTECH
••
PURPOSE AND SCOPE OF STUDY
Thisreport presents theresultsofasubsoilstudyforaproposedresidencetobe
locatedonLot17,Block1,PotatoPatch ,780 P otatoPatchDrive,Vail,Colorado .The
projectsiteisshownonFig.1.Thepurposeofthestudywastodevelop
recommendationsforthefoundationdesign .Thestudywasconductedinaccordance
withourproposalforgeotechnicalengineeringservicestoJohnBakalardated
November6,1997.
Afield exploration programconsisting ofexploratoryboringswasconductedto
obtaininformationonsubsurfaceconditions.Samples of thesubsoilsobtainedduring
thefield exploration weretestedinthelaboratorytodeterminetheirclassification,
compressibility orswellandotherengineeringcharacteristics .Theresults of thefield
explorationand laboratorytestingwereanalyzedtodevelop recommendations for
foundationtypes,depthsandallowablepressuresfortheproposedbuildingfoundation.
Thisreport summarizes thedataobtainedduringthisstudyandpresentsour
conclusions,designrecommendationsandothergeotechnicalengineeringconsiderations
basedontheproposed cons truction andthesubsoilconditions encountered .
PROPOSED CONSTRUCTION
Theexistingresidenceonthelotwillberazedforthenewconstruction.The
proposedresidence,tobelocatedasshownonFig.1,willbeatwotothreestorywood
framestructure .Ground floorlevelswillbecutintothehillsideandsteppedtolimitcut
depth .Groundfloorswillbeacombination of slab-on-gradeand structurally supported
overcrawlspace.Gradingforthestructureisassumedtobeconsiderablewithcut
depthsuptoabout12to15feet.Weassumerelative ly lightfoundatio n loadings,
typical of the proposed typeofconstruction.
H-P G EOTECH
•-2 -•
If buildingloadings ,location orgradingplanschangesignificantlyfromthose
describedabove,weshouldbenotifiedtoree valuate therecommendations contained in
thisreport.
SITE CONDITIONS
Theexist ing residence islocatedinthemiddle of thelotasshownonFig.1.
Theterra in ismoder ately steep ,southwesterl y facinghillsideabovePotatoPatchRoad.
Theground surface slopeisfromabout15 %to 25%throughthebuildingsite.Grading
for theexistingres idence constructionappears to consistofcutandfilldepthsupto
about6to10feet.Theexistingresidenceisapparentlyingoodcondition,basedona
foundationviewpoint,withnodistressreported .Thereareresidencesontheadjacent
Lots16and18.Vegetationconsistsofgrassandweedswithscattered aspenandpine
trees.About I lh to2feetofsnow covered thesiteatthetime of ourfieldwork .
GEOLOGIC HAZARDS
Wehavereviewedthefieldconditionsandregionalhazardsstudiesofthearea .
Thesiteismappedas beinginahighseverityrockfallhazardzone (Schmueser &
Associates,1984).The cliff alongtheuppervalleysidetothenorthisthepotent ial
sourceforrockfall.Basedonourexperienceinthisarea,the local terrain ,andtypical
smallsizeoftherocks,webelievetherockfallseverityismoderate.Construction of
thenewresidenceonthelotshouldnotincreasetherockfallhazardor other potential
geologichazardstoadjacentpropertiesincludingroadsandutilities.
FIELD EXPLORATION
Thefieldexplorat ion for the project wasconductedonJanuary5,1998.Two
exploratory boringsweredrilledatthelocationsshownonFig.1toevaluatethe
subsurfacecondit ions.Theboringswereadvancedwith4 inchdiameter continuous
H-P GEOTECH
•-3-•
flightaugerspoweredbyatrack-mountedCME-45drillrig.Thetrackrigwasneeded
duetothemoderatelysteepslopeandsnowcover.Theboringswereloggedbya
representative ofHepworth -Pawlak Geotechnical,Inc .
Samples ofthesubsoilsweretakenwith 1%inchand2inchI .D.spoon
samplers.Thesamplersweredrivenintothesubsoilsatvariousdepthswithblows
froma140poundhammerfalling30inches.Thistestis similar tothestandard
penetration testdescribedbyASTMMethodD-1586.The penetration resistancevalues
arean indication oftherelativedensityorconsistencyofthesubsoils.Depthsatwhich
thesamplesweretakenandthepenetrationresistancevaluesareshownontheLogsof
Exploratory Borings,Fig.2.Thesampleswerereturnedtoour laboratory forreview
bythe project engineerandtesting .
SUBSURFACE CONDITIONS
Graphic logs of thesubsurfaceconditionsencounteredatthesiteareshownon
Fig.2 .Thesubsoilsconsistofabout1to2feetoftopsoiloverlyingmediumdense,
siltytoclayeysandwithscatteredgravelandcobblesandpossiblebouldersextendingto
thedepthsdrilledof20and21feet.AtBoring2,about1foot of fillwasfoundabove
thetopsoil.Afilldepthgreaterthanencounteredintheboringshouldbeexpectedin
other areas of thesite.
Laboratory testingperformedonsamplesobtainedfromtheboringsincluded
natural moisture contentanddensity,andpercentfmerthanNo .200sieve.Results of
consolidation testingperformedonrelativelyundisturbeddrivesamplesofthesubsoils,
presented onFigs.4and5,indicatelowtomoderate compressibility underconditions
of loadingandwetting .ThelaboratorytestingissummarizedinTable 1.
Freewaterwasencounteredintheboringsatthetime of drillingandwhen
checked8dayslateratdepthsof16to16 th feet.Thesubsoilswereslightlymoistto
moistwithdepthandwetnearandbelowthe groundwater level.
H-P GEOTECH
•-4-•
DESIGN RECUMMENDATIONS
FOUNDAnONS
Considering thesubsoilconditionsencounteredinthe exploratory boringsand
thenatureoftheproposedconstruction,werecommendthebuildingbefoundedwith
spreadfootingsbearingonthenaturalsoils.
Thedesignandconstructioncriteriapresentedbelowshouldbeobservedfora
spreadfootingfoundationsystem .
1)Footingsplacedontheundisturbednaturalsoilsshouldbedesignedfor
anallowablesoilbearingpressureof2 ,500 psf.Basedon experience,
weexpectsettlementoffootingsdesignedandconstructedasdiscussedin
thissectionwillbeabout1inch.
2)Thefootingsshouldhaveaminimumwidth of 16inchesforcontinuous
wallsand2feetforisolatedpads.
3)Exte rior footingsandfootingsbeneathunheatedareasshouldbe provided
withadequatesoilcoverabovetheirbearingelevationforfrost
protection.Placementoffoundationsatleast48inchesbelow exterior
grade istypicallyusedinthisarea.
4)Continuousfoundat ion wallsshouldbereinforcedtopandbottomtospan
localanomalies suchasbyassuminganunsupportedlength of atleast
12feet.Foundationwallsactingasretainingstructuresshouldalsobe
designedtoresistlateralearthpressuresasdiscussedinthe "Foundation
andRetainingWalls"sectionofthisreport.
5)Allexistingfill,topsoil,looseordisturbedsoils,anddebrisfrom
demolitionoftheexistingstructureshouldberemovedandthefooting
bearinglevelextendeddowntofirmnaturalsoils .If waterseepageis
encountered,thefootingareasshouldbedewateredbeforeconcrete
placement.Thedewateringcanprobablybeaccomplishedbytrenches
leadingtosumpsandpumpsplacedoutsidethefootingareasfor -shallow
drawdown.
H-P GEOTECH
-5-
6)Arepresentative of the geotechnical engineer shouldobserveallfooting
excavations prior to concrete placement toevaluatebearingconditions.
FOUNDAnON AND RETAINING WALLS
Foundation wallsandretaining structures whicharelaterallysupportedandcan
be expected toundergoonlyaslight amount of deflection shouldbedesignedfora
lateralearthpressurecomputedonthebasisofan equivalent fluidunitweight of 45pcf
for backfill consist ing oftheon-site granular soils .Cantilevered reta ining structures
whichareseparate fromtheresidenceandcanbe expected todeflect sufficientlyto
mobilize thefullactiveearth pressure condition shouldbedesignedfor alateralearth
pressure computed onthebasis of an equivalent fluidunitweight of 40pcfforbackfill
consisting of theon -site granular soils .
Allfoundation wallsand retaining structures shouldbedesignedfor appropriate
hydrostatic andsurchargepressuressuchasadjacentfootings,traffic ,construction
m aterials andequipment.The pressures recommended aboveassumedrainedconditions
behind thewallsandahorizontal backfill surface.Thebuildupofwaterbehindawall
oran upward slopingbackfill surface willincreasethelateralpressureimposedona
foundation wallorretaining structure .An underdrain shouldbeprovidedto pre vent
hydrostatic pressurebuildupbehindwalls .
Backfillshouldbeplacedin uniform liftsand compacted toatleast90%ofthe
maximum standard Proctor densityatamoisturecontentnearoptimum.Backfillin
pavement andwalkwayareasshouldbe compacted toatleast95 %ofthemaximum
standard Proctor dens ity.Careshouldbetakennotto overcompact thebackfilloruse
large equipment nearthewall,sincethiscouldcauseexcessivelateral pressureonthe
wall .Somesettlementofdeep foundation wall backfill shouldbeexpected,evenifthe
material isplacedcorrectly ,andcouldresultin distress tofacilitiesconstructedonthe
backfill.
The lateralresistanceof foundation or retaining wallfootingswillbea
combination of theslidingresistance ofthefootingonthefoundationmaterialsand
passive earth pressureagainsttheside of thefooting .Resistancetoslidingatthe
H-P GEOTECH
-6-
bottoms of thefootingscanbecalculatedbasedona coefficient offriction of 0.40.
Passivepressureofcompactedbackfillagainstthesides of thefoot ings canbecalculated
usingan equivalent fluidunitweight of 350pcf.The coefficient offrictionandpass ive
pressurevaluesrecommendedaboveassumeultimatesoil strength.Suitablefactors of
safetyshouldbeincludedinthedesigntolimitthestrainwhichwilloccuratthe
ultimate strength ,particularly inthecaseofpassiveresistance.Fillplacedagainstthe
sidesofthefootingstoresistlateralloadsshouldbecompactedtoatleast95 %of the
maximum standard Pro ctor densityatamoisturecontentnearoptimum.
FLOOR SLABS
Thenaturalon-sitesoils,exclusive of topsoil,aresuitabletosupportlightly
loaded slab-on-grade construction.Toreducetheeffects of somedifferential
movement ,floorslabsshouldbeseparatedfromallbearing wallsandcolumnswith
expansion joints whichallo w unrestr ainedverticalmovement.Floor slabcontroljoints
shouldbeusedtoreducedamageduetoshrinkagecracking .Therequirem ents for joint
spacingandslab reinforcement shouldbeestablishedbythedesignerbasedon
experienceandtheintendedslab use.Aminimum4inch layer of free-draininggravel
should beplacedbenea th basement levelslabstofacilitatedrainage .Th is material
should consist of minu s 2inch aggregatewithatleast50 %retainedonthe No.4 sie ve
andlessthan2 %passingtheNo .200sieve.Thebelowslabgravelshouldconnect
frequentlywiththe underdrain systemdiscussedbelow.
Allfillmaterialsforsupport of floorslabsshouldbecompactedtoatleast95 %
of maximumstandard Proctor densityatamoisturecontentnearoptimum .Required
fillcanconsistoftheon-sitesoilsdevoidofdebris,vegetat ion,topsoilandoversized
rock .
UNDERDRAIN SYSTEM
Freewaterwas encounteredduringour exploration nearproposedcutlevelsand
ithasbeenourexperienceinmountainousareasthat groundwater levelsmayriseduring
timesofheavy precipitation orseasonalrunoff.Frozen groundduringspring runoff
H-P GEOTECH
•-7-•
canalso create a perched condition.We recommend below-grade construction,such as
retaining walls,crawlspace and basement areas,be protected fromwettingand
hydrostatic pressure buildupbyan underdrain system.
Thedrainsshouldconsist of drainpipe placed inthe bottom of thewall backfill
surrounded abovetheinvertlevelwith free-draining granular material.The drain
shouldbe placed ateachlevelof excavation andatleast1footbelowlowest adjacent
finish grade andslopedata minimum 1 %toa suitable gravity outlet.Free-draining
granular material usedinthe underdrain system should contain lessthan2 %passing the
No .200 sieve,lessthan50%passingthe No.4 sieveandhavea maximum size of
2inches.Thedrain gravel backfill shouldbeatleast2feetdeepandextendto above
any seepage inthecutface.
SITE GRADING
There isariskof construction-induced slope instability forthe deeper cuts,
especially if groundwater is encountered.We recommend cutdepthsforthe basement
levelsnot exceed onelevel,about12feetto15feet.Fillsshouldbe limited to about
10to12feetdeepandshouldbe compacted toatleast90%of the maximum standard
Proctor density near optimum moisture content.Prior to fill placement,the subgrade
should be carefully prepared by removing all vegetation andtopsoiland compacting to
90 %standard Proctor density.The fill should be horizontally benchedintothe portions
of the hillside exceeding20 %grade .
Permanent unretained cutand fill slopes should be graded at2 horizontal to
1 vertical orflatterand protected against erosion by revegetation or other means.The
risk of slopeinstabilitywillbe increased if seepage is encountered incutsand flatter
slopesmaybenecessary.If seepageis encountered in permanent cuts,an investigation
should be conducted to determine ifthe seepage will adversely affectthecut stability.
This office should review site grading plansforthe project prior to construction.
H·P GEOTECH
-8 -•
SURFACE DRAINAGE
Thefollowingdrainageprecautionsshouldbeobservedduring construction and
maintained atalltimesaftertheresidencehasbeencompleted:
1)Inundation of thefoundationexcavationsandunderslabareasshould be
avoidedduringconstruction.
2)Exterior backfillshouldbeadjustedtonearoptimummoistureand
compactedtoatleast95 %of themaximumstandard Proctor densityin
pavementandslabareasandtoatleast90%of themaximum standard
Proctor densityinlandscapeareas .
3)Thegroundsurfacesurroundingthe exterior of thebuildingshouldbe
sloped to drainawayfromthefoundationinalldirections.We
recommendaminimumslope of 12inchesinthefirst10feetinunpaved
areasandaminimumslope of 3inchesinthefirst10feetinpavedareas.
Free-draining wallbackfillshouldbecappedwithabout2feetofthe
on-sitesoilstoreducesurfacewaterinfiltration.
4)Roofdownspoutsanddrainsshoulddischargewellbeyondthelimitsof
allbackfill.
LIMITATIONS
Thisstudyhasbeenconductedinaccordancewithgenerallyaccepted
geotechnical engineeringprinciplesandpracticesinthisareaatthistime.Wemakeno
warranty eitherexpressedorimplied .Theconclusionsandrecommendationssubmitted
inthis report arebaseduponthedataobtainedfromtheexploratoryboringsdrilledat
thelocationsindicatedonFig.1,theproposedtypeofconstructionandour experience
inthearea.Ourfmdingsinclude interpolation andextrapolationofthesubsurface
conditions identifiedattheexploratory borings andvariationsinthesubsurface
conditions maynotbecomeevidentuntil excavation isperformed .Ifconditions
encountered duringconstructionappear different fromthosedescribedinthisreport,we
shouldbenotifiedsothatre-evaluationoftherecommendationsmaybemade.
H-P GEOTECH
•-9-•
Thisr eport hasbeen prepared fortheexclusiveusebyourclientfordesign
purposes.Wearenotresponsiblefor technical interpretationsbyothers of our
information .Astheprojectevolves,weshouldprovidecontinued consultation andfield
servicesduringcon struction toreviewand monitor theimplementation of our
recommendations,andtoverifythattherecommendationshavebeen appropriately
interpreted.Signific ant designchangesmayrequireadditionalanalysisormodifications
totherecommendationspresented herein.Werecommendon-site observation of
excavationsandfoundationbearing strata andtesting ofstructuralfillbya
representative of thegeotechnicaleng ineer.
Sincerely ,
DavidA.Young ,P .E .
Rev iewed By :
;...-."..
Steven L.Pawlak,P.E.
DAY/kmk
cc :Morte r Architects-Attn :TomCole
REFERENCE
Schmueser &Associates,1984,Rockfall Study -Town of Vail,PreparedfortheTown
ofVail.
H-P GEOTECH
LOT 18
APPROXIMATE SCALE
1"=40 '
125
I
I
-10 5
/
/
__~------•BORING 2 __--7-
.i.->:/---t-----/
LOT 17
_----I-
I --
J --------..-BUILDIN G .!
_--I SETBACK A
\_--_LLlNES _----/--
/~--l_/
---1/'
100
145 -
140 -
150,-
-145",,/--_1-"'"---_----;--~140
1 »>"---
---135---
\---~-130-t ---PROPOSED",_'<'"-
--RESIDENCE",",:::-,-.","-",____----B ORING ~",...-""--",","--135 -__~
-------"I ).-/
130-------\--_--..::::.--~.::s-r J--,
_I--\I_r EXIS TINGI\RESIDENCE J/
__L--l
--~----\-l--
I __.-1-----..-
-.-150
P OTATO PAT CH DRIVE
197 683 HEPWORTH -PAWLAK
GEOTECHN ICAL,INC.LOCA TlONOF EXPLOR A TO RY BOR INGS Fi g.1
r--:....;----------:
135BORING2
ELEV.=114'
BORING1
ELEV.=133'
135
130 130
11/12
125 '
125125
33/12
WC=10 .7
-200 ~38 APPROX IMATE
PROPOSED
120120GROUNDFLOOR
LEVE LS
18/12
WC=14.6
00=121
~115'
115 ..-Q)115 Q)Q)Q)L....L....
c 31/12 c.2 a..-28/12 ..-a 0>>Q)WC=1J .5 Q)
W 11 a 00=115 110 W
20/12
WC=14 .2
00-1 07
-200=32
10 5 105
12/12
WC=17.4
00 -107
100 100
11/12
8--0 ----
95 18/12 95
No te:Exp lona tion of symbols i s shown onFig .3.
197 683 HEPWORTH -PAWLAK
GEO TECHNICAL.I N C.LOGS OF EXPLORATORY BORINGS Fig.2
LEGEND:
FILL;man-placed gravel and sand.silty.clayey,medium dense.sl ightly moist.dark brown .
TOPSOIL;organic sandy s ilt,clayey,stiff,moist,dark brown.
SAND (SM);s ilty,slightly clayey,scattered grovel and cobbles.possible bou lders,med ium dense.
sl igh t1y moist,dark brown .
SAND (SC-SM);c layey,silty,scattered gravel a nd cobbles ,possible bou lders.medium de nse.
slightly moist to moist becom ing wet with depth.reddish brown .
Relatively undisturbed drive sample;2 -inch I.D.California liner sample .
Drive samp le;standard penetra tion tes t (SPT).1 3/8-inch !.D.sp lit spoon sample.ASTMD -1586.
Drive sample blow co unt;indicates tha t 33 blows of a 140-pound hammer fall ing 30 inches were
33/12 r equired to drivet heCa lifornia orSPT sampler 1 2 inches.
0 ,8
NOTES:
Depth t of reewa ter a ndn umbero f days f o ll owing dril ling measurement was mad e.
Caved de pth of boring when checked on January 13.1998.
1.Ex plora tory borings were drilled on January 5,1998 with a 4-inch d i ame ter con ti nuousfligh t power a uger.
2.Loca t ions o f e xploratory borings were measured approximately by pacing from features shown
on the s i te p la n p rovi ded .
3.Elevations o fexploratoryb orings were obtained by interpolation betw een contou rs on the s ite p lan
provided andc hec ked by i nstrument level.
4 .The explora tory boring locations and elevations should be considered accurate on ly to the degree i mplied
by t he method used.
5 .Thelin es between ma ter ials shown on the explora tory boring logs represen t t he appro xima te boundaries
be twe enm at erial types and tran siti ons m ay b e gradual.
6 .Wat er le velr ead in gss hown on t hel ogswere madea tt het ime andu ndert he condi t io ns in dica ted.
Fluctua tion in water level may occur with t ime.
7 .L aboratory Test ing Results:
WC =Water Content (%)
DO =Dry Densi ty (pcf )
-200 =Perc ent p assing No .200 sieve.
197 683 HEPWORTH -PAWLAK
GEOTECHN ICAL,I NC.
LEGEND AND NOTES Fig.3
Moisture Con tent =14.6 percent
DryDensity =121 pc f
Sample o f:Silty Clayey Sond
From:Bor ing 1 o t 14 Feet
0
i--r-r---..
~1 1"'-
t--No m ovemen
c <.upan0
'iii 2 wetting'".,"~....a.
E
0 3 -,u
""-D
4
0.1 1.0 10 100
APPLIED PRESSURE-ksf
Moisture Content =13 .5 p ercent
DryDens i ty =115 p cf
Sample o f:Silty Sand
From:Boring 2 at 2Feet
a -:--.~r---..
1 r-~
c r-,No movemen
.Q upo n'"'"2 wetting.,....-.I
a.c
0
0 1'\3
4
1\1>
0 .1 1.0 10 100
APPLIED PRESSURE -ksf
197683 H EPWORTH -PAWLAK SWELL-CONSOLIDATION TESTRESULTS Fig.4GEOTECHNICAL.I N C.
·.
-
I Moisture Content =17.4 percent
Dry Densi ty We ight =107 pef
Somple of :Silty ClayeySand
From:Boring 2 at 10 Feet
0
~-r-,-r-~c 10 <,I'No movementIII
III ~o...upon....a.2 wettingE
0 <,()f\p
3
0.1 1.0 10 100
APPLIEDPRESSURE -ks f
197 683 HEPWORTH -PAWLAK SWELL-CONSOLIDATION TESTRESULTS Fig .5GEOTECHNICAL,INC.
HEPWORTH-PAWLAK GEOTECHNICAL,INC.
TABLEI
SUMMARY OF LABORATORY TESTRESULTS
JOB NO.197 683
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATTERBERG LIMITS UNCONFINED
BORING DEPTH MOISTURE DRY GRAVEL SAND PASSING L10UID PLASTIC COMPRESSIVE SOil OR
Ct ••t)CONTENT DENSITY (%1 1%1 NO .200 LIMIT INDEX STRENGTII BEDROCK TYPE
1%'Ipdl SIEVE (%1 1%1 (psI)
1 9 10.7 38 silty clayey sand
14 14.6 121 silty clayey sand
2 213 .5 115 silty sand
5 14.2 107 32 silty sand
10 17.4 107 silty clayey sand
/
HepworthPawlak Geotech TEL:970-945-8454
HEPWORTH-PAWLAIEOTF.CHNICAL,INC.
November 12,1998
John Bakalar
1760 Dale Avenue
Highland Park,Illinois 60035
Nov 8:02 No.OOl P.02
5020 /lood 154
Glenwood Springs,CO 81601
Fn 970 945-8454
PhD""970945-7988
JobNo .197683•
Subject:
..,)~'.).(1;'
Comments Regarding Wintertime Construction.Proposed Residence,Lot
17,Block I,Potato Patch.780 Potato Patch Drive,Vail,Colorado
Dear Mr.Bakalar:
As requested,we met atthesiteon November 6,1998 to discuss the excavation
conditions and the winter time construction considerations.We previously conducted a
subsoil study atthesiteand presented our findings ina report dated January 30,1998 ,
JobNo.197683.
The excavation forthe uphill part of the residence was in progress.The bearing soils
appear similar to those described in our previous report.Apit was dug adjacent the
downhill side of the residence which found about 5feet of oldfill above the natural soils
suitable for bearing.We wilt monitor the excavation for bearing conditions asitis
completed.Structural fill and/or deepening the bearing level could be needed inthe lower
building areas.
It isproposed to continue construction through the winter.We believe this isfeasible
provided precautions arc taken to protect the bearing soils and concrete from freezing.
Structural Associates provided us cold weather concrete information which we generally
agree with.We prefer to not use salt (NaC!)in the concrete mix.Additional cement isan
option togain early strength.The excavation subgrade should he protected from frost
such asby covering it with heavy plastic or insulating blankets.The concrete protection
can consist of covering and heating depending onthe severity of exposure.We call
review the protection requirements atthe time of construction.Surface drainage is
important to prevent wet subgrade conditions.Surface water should not be allowed to
flow intothe excavation and snow should not be allowed to accumulate in foundation
areas.Foundations should be backfilled or heat applied to prevent freezing ofthe bearing
soils.
HepworthPa wla k Ge ot ech TEL:97 0-945-8454•8 :03 No .OO l P .03
John Bakalar
November 12,1998
Page 2
Weare currently monitoring the bearing conditions forthe foundation support and will '
provide our results whenavailable .In the meantime,if you have any questions.please
call our office.
Sincerely,
HEPWORTH-PAWLAK GEOTECHNICAL,INC.
Steven L.Pawlak,P.E.
SLP/ksm
cc :Structural Associates -Attn:Mel Owens
Morter Architects -Attn:Amy Jones
•
;"7.'.'--
...THU,NOV-12-98 1:57PM ~R ENGINEERING 970 845 75'P.01
Rader Engineering Inc.:·~·III E l iI C III ~III EI II EI II EI I I E I II EI II E I II I
PO BOX 7811·AVON.co 81620·Telephone !l7lJ.845-7910·Fax !1700845-7522'e-mall drewsti@Yal1.Ilel
FAX
To:Charlie Davis
Company:TownofVail
Fax:970.479 .2452
JobName :Bakalar Residence
Comments:
Charlie,
From:Dan Goodman
Date:11/12/98
Pages :8
Job #:9835.00
Thank youfor bringing themechanicalroomvolumecodeviolation to ourattention.After review,
weagreewithyourconcerns.We are currently in contactwiththeArchitectand will make
revisions to our designasnecessary to complywiththe mechanical code.I have included cut
sheets onthe boilers anddomesticwaterheaterforvolumecalculation pwposes.
The combustion air louveris24"x96"asdiscussed in our conversation.The louver is designed to
be installed inanoutsidewal l,thusnotrequiring any ductwork in conjunction with the9'-0"floor
to ceiling height.Please seeattachedcalculationsheetforadditionalinformation,
If you have anyfurtherquestionsorconcerns,pleasedonothesitatetocall.
Privacy Notice:This message is intended for the usc ofthc individual or entity to which itis addressed and may
contain infonnation that is privileged,confidential,or exemp t from disclosure underapplicable federal law ,ITthe
reader of the message isnot the intended recipient or the employee or agent responsible for delivering the =age
to the intended recipient,you are bereby notified that any dissemination,distribution,or copying of this
communication is strictly prohibited.Ifyou have received this communication in error,please notify the wove
immediately by telephone and return thc original message to the above address via U.S .Mail.
P.02
303.3-304.6
-.-.
2.Coorleetor.i Mall nOi becceceated .,ilhin or extended lhrough a .,a1I.floor Or plUl itinn.I
J .Alisted "PplilllCe ronJ1l:l:lOT valve nOlle"Ihanlhc nomimJ 'iz.c01'the conOCClQr slt:lllbe acccs.ibic "
lIle g;rs piping oullet imm<XIi:lltly ;o/l0lld or lB!00""""10',•
1994 UNIFORM MECHANICALCODE
ATING,
..~.--
:>RM MECHANICAL ccos
~.THU.NOV -1 2-98
Rader Engineering Inc.111§11I§1I 1§1I 1§1I1§111 1 11 1§11 1§11I§1I1§11 1§1I1§1I 1§11I1
P.O.Bax 780•133 RiRlrsile ci SUila #1•AVON,co 81620'Tek!phcne 97lHl45-7910'FIlI9J0.845.7522·e-maI ~@v8iI.net
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COMBUSTION Am DESIGN
""mu,NOV-12-98 1:59PM JR ENGINEERING 970 845 75.
Rader Engineeri nco --II IEII IJ;;IIIEII 1§lIlsIIIEII1611IEII II
POBOX 780•AVON.co 81620·TeEplme9TO-ll45·7910·Fax97D-845-7522'~drewsl<i@valne1
PROJECT:"""!S~
JOB #:9'B~o;-,~
DATE:~I /0('7'0
BY:..JD~
TOTAL INPUT:~--Sp'j.-£:)-+-I (P7o &"Zo ~~•c.e:>~"?.-h....1....
P.03
SIZEOF OPENINGS OR DUCTS:
(SeeattachedTable7-A)L.'QU'J~c..."
LOUVER MODEL NO.AND SIZE:
(See attached cut sheet)~N &
STATIONARY LOUVERS:Penn Model S12(4"deep,stormblade,extruded aluminum,prime
coatfinish)•"2-
OPERABLE LOUVERS:PennModelS012 \\~/,.J 2.-"'"2-~~O,~LoJ(~"12..
•'!a 0 ~Fr'+:C.J!i:
REMARKS:~o 1~12..,I.
--,..:-7."""..-~t::t t-
2-~-
,-
L"u~S/~:~)<'~"
OTHER MANUFACTURER'S:Cesco,Ruskin,Dowco
DESIGNERNOTES:Provide sketch showing combustion air design.Verify requirements in
mechanical code.Start with models listedabove.Specify that actuator is required for operable
louvers.
~OOI
Receipt"
M ...JOR =\LURATIQN fEES;
fe ..ior ",.j...~lCtOIi91\$,1InJ1 to:~sc'tonh in 't'.QI.3-'"er
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NOTIC"E
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The gnnlins of a p~il d~nOI p'tiym(to II 'V'~U:.'lOl1"
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MAR-04-99 THU 01:32 PM ST RU~L ASSO CIA TES
03/04/&9 11 :27 FAX 1 9~21 3768
Plan Review Apprgv~d by:
Approved by:
O:ue:
Elento.plan nvic\V ~nll li~ld inlp~~lIgn."ill IN tOndijCI~(l by til'l'forthwnt CQlorado Council of I
Gavl!rnntontl.PI~n~wlll b l;(orwardtll 10 ~WCCOG for revle,..'Iud :lpllrflvlll.Sl:h~(lIlIG inlp~e~on.b.,J
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NWCCOG.-
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Monroe &Newell
June 16,1999
Morter Aker Architects
143East Meadow Drive
Vail.CO 81657
Attn:Ms.Amy Jones
Re:Bakalar Residence (M&N #4074)]q8_03;1.3
Dear Ms.Jones:
Monroe &Newell Engineers.Inc .observed the structural framing of the above
mentioned residence during framing,
Tothebest of our knowledge and belief,based on our limited v isual observation and the
info rmation provided us.the structure is constructed substantially in compliance with the
intent ofthe construction documents as approved by the Building Department.
If you have any questions or comments ,please call.
Vcrvtrulvvours~..~,
MONROE &NEWELLENGINEERS,INC.
Colleen Hazel
Engineer
P.04/04
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APPROVED
Community Development
Department
Building Safety&Inspection
Services
SecIIoa 106A..3,Vallorm 1IlIIJdJDI Code,Va1IdI\J of PermlL The iss_
or puling of.permit or approval of Plans.specifications and compulali_
Iha1IIIOl be constnled to be•permit for.oran approval of,any violatioa or
aD)'of the provisionsof this code or of ally other ordinance of thejurisdietiOll.
~presuming to give authorily to violateor cancellbc provisionsof this
code or other ordinances of the jurisdiaion shall not be valid.
The issuance of a permit based onplans.specifications and other d4ta shall
IlOl prevent the building official from thereafter requiring the c:oneaioa of
atOrs in said plans.specificctic.:v ,..J C","••c.crfrom prevenlillll buildial
operations being carried c,,',-"',"VIo lation ofIbis code «or
aD)'other ordin ances of .',.
\
INITIALS:C·L .~-;)s -()o
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===NOTE===============6 /08/:0==4:30pm==
Pri nt ed by Joan Nolen '08 /00
----------------------------------------------------------------------.
From:KathyWarren
To:JoanNolen
Subject:Ref :098-0019
Would youmind return ing the clean-up
depos it on this one.We issued the bldg
permit.In f act they are trying to
f inal the bldg permit ,soyoumight
want to wait anddo both at the same
time.If too much time passes just do
the de mo.
Thankssoooo much J oan!kat
P a ge :1
·•.............•....•..•....•..•.........~.................••
Notat io n:#347 1!MARMOT
•
Init :LC
ELECTRICAL PERMI T
2 52 .0 006 /2B /99 12 :2B
Repr ineed :0 8 /20/9 9 1 1:39 S cacemnc
Type:B-ELECPermitNo:E99-0 103
Parcel No:21 01 -063 -0 1-027
Site Address:78 0 POTATO PATCHDR
Payment Method :CK
Stace~t Number :R E C~0 5)5 Amoun t:
T OWN O F VAIL.COLORADO
Location :780 Pota to Patch Dr .
Total Fees:2 52 .00
Thi s Payment 252.00 T oe.l ALL Pmts :2 52 .00
Balance:.0 0
AccountCode Description Amount
EP 0 0 100 0031 114 00
we 0 0 1 000 03 11 29 00
ELECTRICAL PERMIT FEES
WILL CALL rNSPECTI ON PEE
2 4 9 .00
3 .00
o -f.-LL ~t(
~8-"/f.f;2-{)
£..e~'L <-ov-."lv'r\-
":,('""Y~~~:-v"~
c:
•...
REPT131 TOWN OF VAIL,COLORADO
02/29/2000 08:52 REQUESTS -INSPECTN WORK SHEETSFOR:2/29/20
PAGE 1
AREA:EG
================================================================================
Activity:E99-0103 2/29/20 Type:B-ELEC
Address:780 POTATO PATCH DR
Location:780 Potato Patch Dr.
Parcel:2101-063-01-027
Description:Electrical for new SFR
Applicant:ftARftOT ELECTRIC
Owner:BAKALAR JOHNSTEPHEN REVOCABLE T
Contractor:ftARftOT ELECTRIC
Status:ISSUED Constr:NSFR
Occ:Use:
Phone:970-926-0990
Phone:
Phone:970-926-0990
Inspection Request Information•••••
Requestor:ftar ot Elec Phone:
Req Ti e:08:00 Comments:Pool bonding
Items requested to be Inspected...A~~7 comments~7~.:t§Time Exp
00140 ELEC-Kisc..~<Y""l.'""'~"-"aI"'-·'-"e:;;.k<_"-f·M-"·.'""""'~-I'7"";)IL"--....;./;;;..__-_2=-·....ty_---'<"-r:...'_(!)~o"-/j/'----
r
Inspection History •••••
Item:00110 ELEC-Temp.Power
Item:00120 ELEC-Rough
07/13/99 Inspector:EG
07/30/99 Inspector:EG
Item:00130 ELEC-Conduit
Item:00140 ELEC-ftisc.
08/26/99 Inspector:EG
Item:00190 ELEC-Final
Action:APPR
Action:APPR
Action:APPR
top 2floors only
lover lvl-guesthouse
service=garage
.'••REPT131 TOWN OFVAIL,COLORADO
06/26/2000 07:58 REQUESTS -INSPECTN WORK SHEETSFOR:6/26/20
PAGE 5
AREA:CD
================================================================================
Activity:
Rddress:
Location:
Pat'ce I:
De s cr-I pt i on:
Applicant:
Owner-:
Co rrt r-ac t o r-j
B98-0323 6/26/20 Type:B-BUILD
780 POTATO PATCH DR
780 POTATO PATCH DR
2101-063-01-027
NEW SFR
STRUCTURAL ASSOCIATESCO.
BRKRLRR JOHNSTEPHEN REVOCABLE T
STRUCTURAL ASSoCIRTES CO.
Status:ISSUED Constr:NSFR
occ:0007 Use:VN
Phone:970-945-0147
Phone:
Phone:970-945-0147
Locks,Holds,and Not ices ....
RCTIVITY
Notice:Original driveway backout area as on ORB approved per GH
Notice:see comments
Notice:FIRE DEPT HRS RPPROVED FINAL ON PROJECT VIA EMAIL VAUGHN 6/9
Phone:945-0147
Comments Time Exp
BRIDGE &RETAINING WALL
APPROVED WEST RETAINING
Action:APPR
Action:APPR
Action:APPRPROVIDE SOILS REPORT
Action:APPR SOILS REPORT RECIEVED
Action:NR NOT READY AT 11:15 A.M.
Action:PA LOWER LEVELFOOTINGS OK
Action:APPR2LEVELS PLANTER WALLS
Action:APPR WEST SIDE
AND ICEPRIOR TO CONCRETE PLACEMENT
MAINTAIN A MIN.OF 2"CLEARANCE FROM
PROPER CLEARANCE FROMFORM WALLS
Action:PA GARAGE/GUEST ROOM AREA
ICE FROM TOPOFFOOTINGPRIOR TO CONCRETE
Inspection History ....•
Item:00501 PW-Temp.access/drainage
06/01/00 Inspector:LS Action:APPR APPROVED
Item:00502 PW-Rough grade
Item:00503 PW-Final driveway grade
06/01/00 Inspector:LS Action:APPR RPPROVED
Item:00010 BLDG-Footings/Steel
11/19/98 Inspector:CD
12/04/98 Inspector:CD
02/16/99 Inspector:GRG
02/16/99 Inspector:GRG
03/26/99 Inspector:GRG
04/16/99 Inspector:CD
Notes:REMOVE ALL MUD,SNoW
ADJUST ALL STEEL TO
THE EARTH
Item:00020 BLDG-Foundation/Steel
12/03/98 Inspector:JRM Action:PAPARTIAL ON NORTHWEST
Notes:PORTIONOF BLDG.PROTECT FROM FREEZING CALL INFOR REMAIND
12/14/98 Inspector:CD Action:PAPARTIAL APPROVAL
Notes:REMOVE SNOW AND ICE FROM FOOTINGPRIOR TO CONCRETE
PLACEMENT
ADJ BARS TO PROVIDE
02/24/99 Inspector:CD
Notes:REMOVE SNOW AND
PLACEMENT
03/31/99 Inspector:CD
04/21/99 Inspector:JRM
Notes:WALL MAINTAIN SPACING
Item:00520 PLAN-ILC Site Plan
07/19/99 Inspector:BRENT W.Action:APPR APPROVED
•REPT131 TOWN OFVAIL,COLORADO
06/26/2000 07:58 REQUESTS -INSPECTN WORK SHEETSFOR:6/26/20
PAGE b
AREA:CD
================================================================================
Item:00030 BLDG-Framing
07/21/99 Inspector:CD Action:RPPR APPROVED/CORRECTION REQD
Notes:INSTRLL FIRE BLOCKING WHERE REQUIRED BY CODE
COMPLETE THE INSTRLLRTIONOF RLL RTTIC SPRCEACCESSES
ROD BOLTSS AT ALL PREFA~HANGER LOCATIONS OR HAVE STRUC.
CONFIRM A NAIL SCHEDULE THAT WILL WORK
ADD BOLTS TO THE SADDLE BRACKETS WITHIN THE CRAWLSPACE
ADD BOLTS TO VALLEY CONNECTIONS IN GUES T SUITE
THE SPIRAL STAIRCASE HAS NOT BEEN BUILT RT THIS TIME WITH
THE GUEST SUITE
Item:00050 BLDG-Insulation
08/03/99 Inspector:GRG Action:PA ONLY UPPERLEVELS...
Notes:LOWER LEVEL,GUEST HOUSE &EXTERIOR OVERHANGING SOFFIT
AREAS WERE NOT YET INSULATED.NOTE ALSO THAT FRRMING
CORRECTIONS FROM 7/21/99 INSPECTION MUST STILL BE COMPLET
CALL FOR INSPECTION WHEN RLL FRAMING CORRECTIONS HRVE BEE
COMPLETED.THESE AREAS MUST REMAIN AVAILABLE FOR INSPE CT
08/09/99 Inspector:CD Rction:PR see note
Notes:struc.complete except garage and crawlspace
all framing corrections completed
09/13/99 Inspector:CD Action:APPR garage and crawlspace
Item:00060 BLDG -Sheetrock Nail
08/09/99 Inspector:CD Action:PA upper two levels
08/25/99 Inspector:CD Action:APPR APPROVED
Notes:GUEST HOUSE COMPLETE EXCEPT FOR STRIRWAY.
*INSTALL FIREBLoCKING AT VERT TO HoR ASSEMBLY IN STAIR
AREA
MAIN HOUSE COMPLETE EXCEPT FOR GRRAGE
09/22/99 Inspector:CD Action:APPR for garage
Notes:corrections:
-1-hr fire resistive construction required for all struc.
columns
-complete fire resistive assembly for mech room lid in
garage
Item:00070 BLDG -Misc.
10/14 /99 Inspector:JRM Rction:APPR APPR FIREPLACE CONCRETE
Notes:PAD
Item:00090 BLDG-Final
I tem:00530 BLDG -Temp.C/O
05/15/00 Inspector:CD Action:DN DENIED
Notes:PLANNING APPROVAL REQUIRED
PUBLIC WORKS RPPRoVAL REQUIRED
FIRE DEPT RPPROVAL AND KNOX BOX ISSUES RESOVED
REMOVE ALL CONSTRUCTION MATERIAL FROM SITE
INS TALL SMOKE DETECTOR IN MASTER BDED ROOM AND EHU
EGRESS WINDOW IN MASTER BEDROOM MUST HAVE SOME TYPEOF
MANUAL OPENER
LOAD HINGESIN AT EHU GARAGE DOOR
REMOVE OFFICE FROM GARAGE COMPLETE OVERHEAD DOO R ASSEMBL Y
05/18/00 Inspector:ART Action:APPR Approved as noted:
Notes:APPROVED CORRECTION OFITEMS NOTED BY CHARLIEDAVIS ON
5/15/00 .
PLANNING APPROVAL IS REQUIRED
06 /01 /00 Inspector:GRG Action:APCR PENDING FIRE T.C.O.APPR
Notes:CHECKED CRAWLSPRCE RND RTT IC SPRCES FOR CONFoRMRNCE WITH
REVISED P LRNSSUBMITTED 5/23/00 &RPPRoVED BY CD ON 5/24/
ALL SPAC ES HRVE BEEN DIVIDED EXACTLY AS PER THE P LANS
.,..••REPT131 TOWN OF VAIL,COLORADO
06/26/2000 07:58 REQUESTS -INSPECTN WORK SHEETSFOR:6/26/20
PAGE 7
AREA:CD
Action:DN DENIED
Action:DN DENIED
FOR CONCRETE PAN TO BOTTOM OF CULVER
================================================================================
SUBMITTED ON 5/23/00.
Item:00532 PW-TEMP.C/O
05/15/00 Inspector:LS
05/15/00 Inspector:LS
Notes:MUST CLEAN OUT DITCH
EAST
MARK WHICH VALUE IS FORRIGHTOF WAY HEAT ZONE.ON DRIVEWA
DRIVEWAY NEEDSTOBE 15 WIDE AT CURVE SECTION OF DRIVEWAY
NEED STAMPED APPROVED DRAWING OF BOULDER RETAINING WALL
DOUBLE TIER.TOV HAS SINGLE RETAINING WALL DRAWING.
05/19/00 Inspector:LS Action:DN NOT READY DENIED
06/01/00 Inspector:LS Action:APPR APPROVED
!te-lll:--QnZl533 -PLAN":TEtiJP .---C ~.~t~m:00537 PLAN-FINAL C/O '),'It em-.:00539 PW-FINAL·C/O ---.>
Item:00540 BLDG-Final C/O
Department of Comm unity Development
75SouthFrontage Road
Vail,Co lorado 81657
970-479-2138
FAX 970-479-2452
June 15,2000
Jo hn S.Baka lar
1760Da le Av e .
Highland Park,IL 60035
Re :La ndscape Bond/Lot 17,l3Iock I,V ail Po tatoP atch
Dea r John,
Perou r ag reement I visited your property to complete a landscapeinspe ction.Ifyo u will recall the
lan dscape work wasto b e completed byno later th anJ une 15,2000.
While all of the landscape work wasnotfully completed,Ididfindthat work is sufficiently progressing
towards completion.Therefore,I am returning toyouthela ndscape bond moncy andthe unexecuted
deve loper im provement agreement Iam certain yo u willseetoit that the required work isfully
completed.
Should youhave any questions or concerns,please do not hesita te tocall.Youcanreac h meby telephone
at 970-479-2145 .
Sincerely,
~K~
Geo rge Rut her,AICP
Chief of Planning
Town of Vail
o RECYCLEiJPAPER
2 ·1/710
4065
-
JOHNS.BAKALAR
CHRISTINE H.BAKALAR
(84?)433 -0779 +0
1760DA LE AVE.0I 5 II @UHIGHLANDPARK,IL 60035 ae _._._."----
~:~O\~IQ~rV~VU-L11 I $(PJIr1~O.(U
5'1~~~~US ~\./V;D h "'"q ,e {~~()lIarS rn g;:m~:'::::"
~Tho Fil51National Balik of Chicago
Chicago,illinoIs 60670
f lY _
-
1:071.0000 I.jl:b 2
j 210 g jil"----.-Jfl.f28~~O'~5-r~--_.-----~
-BAKALAR
01"JOHN
o CHRISTINE
FAX
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To:
FAX No.:
DATE:
RE:
#OF PAGES:
[INCLUDING TllIS COVER}
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1760 DALE AVENUE 0
HIGHLAND PARK.IL 60035 7888 POTATO PATCH DRIVE
P HONE :847-433-0779 VAIL,CO 81657
FAX:847-433-0789 PHONE:970-476-3442
_.FAX:970-47O-Q573
t:.-MAIL.CHBAKALAR@AOL.COM
JSBAKALAR@AOL.COM
--------
HOll'"WOOD SE~VICES
BOX 4901 ··
VAIL COLORADO 81658
PH:970-748-0725
FAX:970-748-0770
Wort Changes
Scope of work changes:Any proposed change by either party must bein writing and approved by
opposite party.If proposed ~hanges result ina change In price of bid,price changes must also be
jlpprovectby all parties affected.All proposed changes need to be.addressecfjn.atimely manner to --
try to maintain woJi(schedule.
Warranty
Warranty:Hollywood Services,Inc.,hereby warrants all materials and workmanship fora period of
one year except forbutnot limited to:Acts of God,i.e.lightning,·willful neglect of Owner or other
contractors on property,animal or pest damage,and airborn viruses undetected at planting,in
which case Contractor to replace damaged planting and Owner to pay soley costs of materials.
PaYments
Contract Payment:The Owner ;grees to Pai H~llywood Se",ices,lne.,for landscape work the sum
of Forty One Thousand Five Hundred and Seven Dollars ($41,507.00).
Progress payments:
25%Before work starts.
25%After sprinkler complete.
25%After trees complete.
Final payment upon satisfaction.
Hollywood Services,Inc.
CONTRACTOR (Firm Name)
Dated '
Job:Bakalar
--HOllVWOOD SERVICJ=S
BOX 490i ,
VAIL COLORADO 81658
·PH:970-748-0725
FAX:970-748-0770
Date:Apri114,2000
L~NDSCAPE AGREEMENT
This agreementls made this {51-day of "l,-~'1',2000,by and between John Bakalar
(Owner)and Hoiiywood Services,Inc.(Contractor)to perform the WOB identified in attached bid
sheet In accordance with !he landscape plan specifications dated April 23,1999 (Ll)and May 2,
1999 (L4~-..-----
PROJECT:
PLAN DATE:
LANDSCAPE ARCHITECT:
CONTRACTOR:
Bakalar
April 23,2000
Rick Fields
Hollywood Services,Inc.
Scope oj Work
Irrigation:Sprinkler system is to consist of 10 total Zones(S pop-up and 2 Dnplines).Components
to be used are mainly Rainbird and Hunter.The eight automated underground zones will cover the
needs of the garden areas and reseeded areas,the two automated driplines will cover the need of
the trees and shrubs.The Owner is responsible fora backflow preventer to be installed inside the
Unit,daylight a 1.0"diameter water source,a power source forthe automatic timer,and to sleeve all
sidewalks and driveway areas.First year blowout of system is ineluded in price of system (see
attached bid sheet).Id'J~h~?,,",v -
Landscape:Planting of trees,shrubs and ground covers aceor~ing to plan specifications and
approved by landscape architect Landscape architect or agen,may pre-approve trees and shrubs.
Prices are on attached bid sheet and are fixed except when ;1l~lldation1s required,in which case,
Owner or Landscape-Architect must approve.BacKfill and rough grad&-are not1ncluded inthebid
but can be done upon request.Topsoil to be provided by Contractor.Grading and drainage to be
maintained as delivered to Contractor by Owner.
Schedule of work
Timetable:Weather and product availability pennitting:
Start date:May 15,2000
Finish date:June 2,2000
Schedule of events:tst Week for sprinkler sy:tem,2nd Week for Trees and Shrubs,and
3rd Week fer ground covers.
0 1 /1 0/1 99 5 2 3 :0 4 30 38457003 -F:L ELDSCAPE PAG E 0 2
Dar.0'Exp·rlllJOfl ;_
C ~H DEPOS IT FORMAT
Legal Description ;Llll_Block _
S ubdlvllion :_
Add"'SS :~:--.=_:_-----
ReceilltlUnd.to:Nam.:_
A~..:_
DEVELOPER IMPROVEMENT AGREEMENT
'2.0x>0
THIS AGREEMENT.madeandenteredinto this J,/~day of~i ,~,
byandamong Jol-\\.l be.,":'A.I.M?-(hereinaftercalled the ·Develo~er"),andtheTOWN
OFVAIL (hereinaftercalledthe HTown H
)and rue.Jowl-!of-JidL 'herelnattercalled
the "Bank").
WHEREAS,the Developer,as aconditionofapprovalofthe ~~.£"--L"'--_
plans.dated ,!fell Z2 ,19..!i,wishes to enter intoa Developer Inprovement
Agreement;and
WHEREAS.theDeveloper is obligated to providesecurity or couatoraisufficientinthe
jUdgment of the Townto makereasonableprovisions forcompletionofcertain improvements
sat forthbelow ;and
WHEREAS.theDeveloperwishesto provide collateraltoguarante 3 performanceof
this Agreeme nt,including c onstruction 01 the above -referenced hnprovemente by meansofthe
following:
Developer agrees toestablish acashdeposit with the Town ofVail in adollaramount
of $(P1..2(;0 .6 0 ~atthe totalcost ofthe work shownbela N)to provide
securityfor the following:ISO ~<:$
IMPROVEMENT
.%t=.ATTM.lif;.D··t:o.itV\u fOC HO \.L~(l0a.l O '362""!'£f":>.
1 of4
W A.ILIDATAIEVERYONE\I'ORMSIDIACASH .OOC
-1 21-221 0 21 l--IED 17 :09 ID :CHRISTINE /JOHN BRKRLRR PAGE:2
01 /10/19 95 23 :0 4 3 0 384570 03-F IELDS CA PE PAG E 03
NOW,THEREFORE,incons ideration ofthefollow ing mutual co ve-rants and
agreements.the Developer andtheTownagreeas tallows:
1.The Developer agrees ,atthesoiacostand expenses.to fl'rnish all equipment
and material necessary toperformandcompleteall improvements,onorI)efore
.Jvt.,)E:-115 .20:00 .The Developer shall complete .ina good worlcmanlike manner,all
improvementsaslisted above .in accordance withallplansand specifications filedinthe office
ofthe Community Developme nt Department.theTownofVail .andtodo all work inCi dental
thereto according toandin compliance withthefollowing :
a.Such other des igns.drawings ,maps,specifications ,sketches,and other matter
submitted by theDeve loper tobe approved by anyof the ac ove-retererced
governmental entities .Allsaidworkshallbe done under the inspectionof.and
to the sat isfaction of,theTownEngineer.the TownSuild inu Official,or other
officialfromtheTownofVail,as affected by special districtn or service districts.
asthe ir respective interest mayappear,andshallnotbe dE'smed complete until
approved and accepted as completed bytheTownofV ail Community
Development Department andPublicWorks Department.
2 .T osecureand guarantee performance atits obligations asset forthhere in,the
Developer ag rees toprov ide securi ty and collatera l as follows:
A cash deposit acco untin the amount of $1;1,2 1,0,",;0.t obeheld by the T own,
as escrow agent.shallprovidethe security tor the improvements set forth above
ifthere isa default under the Agreement by Developer.
3 .The Developer mayat any time substitute the collateral ori!linally sat forth above
for another formof collateral acceptable tothe Town to guarantee the falnful completion of
those improvements referredto herein and the performance of the t erms I )f thiS Agreement.
Such acceptance b yth e To wn of alte rnativec ollateralshallbeat theTow t ssa le discretion,
4 .The T owns hallnot.no r shallanyoHicer or employee thereof,be liable or
r esponsible forany accident,lossordam age hap pening or occurring t o tt e work spec ifiedin
this Agreeme nt priorto the complenon and acceptance ofthesame.n or Ehall the Town ,nor
anyo fficer or employee thereof.be liable forany persons or property injUiedbyre ason ofthe
natu re of said work ,butallofsa id liabilitiesshall andare hereby assurnec 'by the Developer .
The Developer hereby agrees 10 indemnify andho ld harmless the Town.andanyof its
officers,agents andemployees against anylosses ,c laims,damages .or l'abilitiesto wl1;ch the
2 0f4
F i EVERY O NE1 FORMSIOIACAS H.DOC
:AY-1 0-2 0 00 WE D 17:10 ID:CHR I STINE /JOHN BA KALAR PAGE :3
01 /1 5 /1 9 9 5 23 :04 3038 4570 03 -F I ~LDSCA P ~
Townoranyof itsofficers.agents Of employeesmaybecomesubjectto ,insofar asanysuch
losses ,claims .damagesorliabilities(oractions inrespectthereof)that arise outof or are
based uponanyperformance by the Developer hereunder;and the Developer shallreimburse
theTownforanyandall legalor other expenses reasonably incurred by Ita Townin
connection w ith inves tigaling ordefendinganysuch loss ,cla im,damage.liability oraction.
Th is indemnity provisionshallbeinadditiontoany other liabilitywhichthe Developer may
have.
5.It ismutually agreed that theDevelopermayapplytotheTownandtheTown
sha ll authorizetorpartialreleaseofIhecollateral deposited withtheTownforeach category ot
improvement at suchtimeassuch improvementsare constructed incomp iancswithall plans
and spec ifications asreferenced hereunder and accepted by theTown .Under no condition
will theamount ofthecolla teralthatisbeingheldbereducedbelowthe ariount necessary to
completesuc himprovements.
6 .If theTowndeterm ines.at itssolediscretion ,thatanyof th('improvements
contempl ated hereunder arenotconstruc tedin compliance w ith theplansand specifications
setforth inthis Agreementonorbeforethedatesetforthin Paragraph 2 ,:heTownmay.but
shallnotbe required 10,redeemtheletterofcreditasnecessarytocompletethe unfinished
improveme nts.TheBank sha ll release suchfundsuponwrittenrequest frJm t he Townstating
that theimprovements have n otbeencompletedasrequiredbythisagreement.TheBank
shallno trequire th e concurrence ofthedeveloper prior to release of the fu nds totheTownnor
shall the Bankberequired toverify independently thatsuc h imorovernsnts havenotbeen
cornpletso asre quired by thisagreement,butshall releasesuchfundssolelyuponthe Town-s
wr itten reques t.
If the co stso f comp leting theworkexceediheamountof the dep01it ,theexcess ,
toge ther with interestat twelve percent per annum.shall bea l ien against the property and
maybe co llectedby civil su it ormaybece rtified tothe treasurer ofEagle County tobe
collected in thesame manner as delinquent advalorem taxes leviedagainstsuchproperty.If
thepermitholder failsor refuses to complete thecleanupand Iandscapmc .ad defined inthis
ch apter ,suc h failure or refusal sha ll beconsideredaviolation ofthe Zonirg Code .
7 .TheDeveloperwarrants all work and materialfo r aperiodc f one year after
acceptanceata ll work referred t oin ttlis Agreement bytheTown ifsuch work is locatedon
Townof Vailproperty orwithin Town 01 Vailright-at-way pursuant to Secti :,"17 .16.250.
8 .Theparties heretomutuallyagreethat this Agreement maybe amended from
tim e totime .pr ovioed thatsuchame ndments beinwritingand executed !."y allpartieshereto .
3 of 4
F :\EVERYONE'FORMS\OIACASH .OOO
-10 -2000 I~ED 17 :10 ID :CHRISTINE /J OHH BAKAL AR PAGE:4
01 /10 /1995 2 ~:0 4 3 038457 0 03•FI ELDS CAPE FA!=:E 05
)
)SSt
)
Dated the day and yearfirst a~b_o_v_e_w_r_itt_e~U~~_.....:......::.._
Developart'l
1 LL I/VO /'l
STATE OF G9tORADO
1-1 )::"'
COUNTYOF -EA6tE
l/fA.Th e for ego ing Deve loper Im provement Agreemen t was acknowtedqed before meth is
dayof &1/1 :;,1:9drro by ;;0 /I /\(13 ~i<',fl /?K.
Witness myhandandofficial seal...'-~.,.o.<""....""'-_._._,_...........,.
'O~'F[(,'L\L SEAL'
ReDrielta V.Slerl
Nolar7 Public,State of I!!bo ~
My Colll:lllssion E:pires ','.:.::.
J V (.Y '"2-,'"}-t:ttl
I~·j/AZ:/...l
Notary PUblic
My commissio n expires---'''------'::.....<._---t'--=-L-:.....:::..-_
P lan ner,Com munityDevelopment
STATE OF COLORA DO )
)SS.
COUN TY OF EAGLE)
T he foregoi ng Developer Improvement Agreement wasack nowlecged be fore methis
___da y of ,19__by .,
Witness my hand and official ssal,
My comm ission expires:_
Notary Public
4 uf 4
F:·r:.ERYONE\FORMSIDIACASH.OOC
~AY-1 0 -2 000 WED 1 7 :1 1 ID :CHR I STINE /JOHN BA KA LAR PAGE :5
••Design Review Action Form
TOWN OF VAIL
ProjectName:
Bakalar Residence
ProjectD escription:
Minor revision to previously-approved plan (per 6/22/99 submittal)
Owner,Address andPhone :
John &Christine Bakalar
1760Dale Avenue,Highland Park,n,60035
(847)433-0779
Architect/Contact,Addres s andPhone :
Amy Jones,Morter Architects
143 East Meadow Drive,Vail
476-5 105
Projec t StreetAddress :
780 Potato Patch Drive
LegalD escription:
Lot 17,Block 1,Vail Potato Patch
Parcel N umber :
2101-063-01-027
Comments :
23 sf of GRFAis added -17sf remains.
Building N ame:
nla
M otionby:
Seconded by:
Vote:
Cond itions :
TownP lanner:
Brent Wilson
Date :
6/24/99
F:\EVERYONEIDRBIAPPROVAL'98\BAKALAR.617
Board /Staff Action
Action:Staff Approved
DRBFeePre-Paid:
$200 .00
.
••j ..,
ProjectName:
Bakalar Residence
....
Design Review Action Form
TOWN OF VAIL
ProjectDescription :
Minor revision to previously-approved plan(per6/9/99submittal)
Owner,AddressandPhone :
John &Christine Bakalar
1760 Dale Avenue,Highland Park,IL 60035
(847)433-0779
Architect/Contact,AddressandPhone :
Amy Jones,Morter Architects
143 East Meadow Drive,Vail
476-5 105
Project StreetAddress:
780 Potato Patch Drive
LegalDescription :
Lot 17,Block 1,Vail Potato Patch
ParcelNumber:BuildingName:
2101-063-01-027 n/a
Comments :
101 sfof GRFA is added -40 sf remains.Skylight and window additions are approved as part ofthis
application.
Board I Staff Action
Motion by:
Secondedby:
Vote :
Conditions :
TownPlanner:
Brent Wilson
Date :
6/9/99
Action:Staff Approved
ORBFeePre-Paid :
$200.00
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DATE:5.28.99
TO:STRUCTURALflSSOCIA lIS
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FROM:AJONES
SCALE:i /4"=1'-O"
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••Design Review Action Form
TOWN OF VAIL
Project Name :
Bakalar Residence
Project Descript ion :
Minor revision to previously-approved plan (per2/26/99 submittal)
Owner,AddressandPhone :
John &Christine Bakalar
1760Dale Avenue,Highland Park,IL60035
(847)433-0779
Architect/Contact,Addressand Phone :
Tom Cole,Morter Architects
143 East Meadow Drive,Vail
476-5105
Project Street Address:
780 Potato Patch Drive
LegalDescription:
Lot 17,Block 1,Vail Potato Patch
Parcel Number :
2101-063-01-027
BuildingName :
u/a
Comments:
46sf of GRFA/site coverage added with this change.
Board /Staff Action
Motionby:
Seconded by :
Vote :
Conditions :
TownPlanner :
Brent Wilson
Date :
3/1/99
Action :Staff Approved
ORBFeePre-Paid :
$200.00
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Revised South Elevation
DATE :02.23 .99
TO:STRUCTUR ALASS OCI ATE S
AT :STRUCTUR ALASSOCIA TES
FRO M:AJONES
SCALE:3/8"=1'-0"
MORTERAKERARCHITECTS
A P,.oft"sslonllL Corporation l~J Eust Heaalo.Drive'
CrD5Sroo.ds Got Va ll
Vo.ll.Calor ode 01657
97DJ'.,76-SICS
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MORTERAKERARCH ITECTS!Revised West Elevation
DATE :02 .2 3.99
TO :STRUCTU RA LASSOCI ATES
AT:STRUC TUR ALASS OC IATES
FROM:AJ ONES
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A Pror.ssiol'la.l Cc"por"Q.tIDn 143 El:l.st I¥a.do.Il ...ivl!'
Cross"oa.ds a.t Va.IL
va.l(.Cotoro.do 81657
970/0476 -51D5
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DA TE:02 .23.99
TO:STR UCTU RAL ASS OCI ATE S
AT:STRUC TURA LASSO CIATES
FROM:AJO NES
SCALE:1/4":=1'-0"
MORTERAKERARcH ITECTS
A Pror..sslana.l CorporAtion 143 EAst ""lImow Dr-Ivp
C"ossroo.ds o,'t VQ,I\
VQtl.Colorado 91657
970/~76-5)OS
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Elevati on (A3.1)Mast er Bedroom
DA TE:02.23 .99
TO :STRUC TU RALASSOC IATES
AT:STRUC TUR ALAS SOC IATES
FROM :AJONES
SC ALE:1/4"=1'-0"
MORTERAKERARcHITECTS
/II.Pro(psslona.1 Corporl1tlo,,",HJ (Gst ~oakl.Dri ve
Crcssroll.ds aot Vll ll
v an,Color"'a llla 81657
970/0476-::ml::i
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ZONE CHECK
Date:~,./O!lrt
Legaldescription:Lot 11:Block I Filing -4~~:"-=-~~:"==-------
Address :-=);9 .p?bJ1>P,?'C h
Owner ~c...,...(v'Phone t ~t -l/~-CJ ?-'1
Architect r;;M N .-K",,"'I¥~k.:::::..v~~,,--=:..-_Phone Lf '7-b -c;117 c;
Zonedistrict P(5 Proposeduse bMP I n kv 'd
Lotsize 0 I <:6ltJ Ire 3C;,1M ri Buildable area _
Allowed
Primal)'GRFA +(425)(675*)=_
SecondaryGRFA __+(425)(675*)=_
Existing
-
Proposed Total
+hUl~=6 Ut::;
+'5e:..i =----
+'511 =_
Remaining 4-6
rt1 -M=t
*675 =425creditplus250addition
Doesthisrequestinvolve a250Addition?_L.:tJo=-_
Howmuchoftheallowed250Addition is usedwith this request?_
?Il '.:::1''''.0'SiteCoverage ~.l "1 ()
Height (30)(33)
Setbacks Front20'
~~1 Sides 15'7/~.v~?;J '7 '"Rear15'
1-/
_'./a 2./'"!c..fo rJ/A-Landscaping 'O'.rI Minimum
RetainingWallHeights 3'16'
Parking '2.+3 Required 5 4-
Garage Credit
Driveway Permitted Slope ~%ProposedSlope c::..I z.....%
Complies ',,:ith TOVLightingOrdinance Yes,_No,_
Arefinishedgradeslessthan2:I(50%)Yes ~No,_
EnvironmentallHazards ......:"(7--:1)PercentSlope «>30%),__~~~r~I1.._
2)Floodplain __.r:.,v:.J,.Q<::-_
3)Wetlands ,.J()
4)WaterCourseSetback(30)(50),__N--'-/~_'___
5)Geologic Hazards __./~_
a)SnowAvalanche tit;\tI.~ok
b)Rockfall htA 4.lJCtI'IfwI -I ,('I(g,.;c;,'..(("J /"
c)Debris Flow _.:....'....::JC;=-_
Previous conditionsofapproval(check property file),~·-:.--!.....:...-"..~4l2.-.:!4 :.LL:::..::::.~~--
Istheproperty non-conforming?Describe:~_
•
DESIGN REVIEW CHECKLIST
Project:__~_
o SURVEY
o SITE PLAN
Scalc
Benclun ark
Legal description
LotSize
Buildable Area
Easements
Topography
100 yr.flood plain
Water Course Setback
Environmental Hazards
Trees
Utility locations
Spotelevations
Scale
Building Height
Encroachments
Setbacks
Site Coverage
Eaves/Overhangs (4')
DeckslBalconies
Garage connection
Site Grade\Slope
Reta ining Walls
Fences
Parking/Garage
Turning Radius
Driveway (access and grade)
Snow Storage
Fire Access
o FLOOR PLANS
Scale
GRFA
250 additional GRFA
Crawl\Attie Space
EHU
o BUILDING ELEVATIONS
Scale
Color\Materials
RoofPitch
o LANDSCAPE PLAN
Existing trees
Proposed trees
Legend
tvIISCELLANEOUS
Condo Approval
Title report(A &B)
Utility verification form
Photosofsite
Building material samples
C.O.Verification
Sun\Sh ade Angles
Utilities (underground)
View Corridors
Variances
Plat restrictions
Memoto Housing Planner if an
EHU is proposed
•
Department of Community Development
75SouthFrontage Road
Vail,Colorado 8/657
970-479-2 J38
FAX970 -479 -2452
January25 ,'1999
RicFields
POBox1871
Avon,CO 81620
Re:Bakalar Residence -Driveway configuration
DcarRic:
TM
Perour telephone conversation of lastweek,the Community Development Department andthe
Town Engineer,Greg Hall ,have approved your original driveway/back-out area configuration as
shownontheDRB approved plansforthe above referenced project.It was determined thatthe
original configuration meet s thedriveway standards as established bythe Town,
Iapologizeforany inconvenience causedtoyouor your clientwith regard tothisissue ,
If youhaveany questions ,please callmeat 479-2148.
S incerel
U .,'l ~~
Dominic F.Mauriello ,AICP
Chief ofPlanning
C:Leonard Sandoval ,PublicWorks
GregHall ,Town Engineer
Brent Wilson,Planner 1
o RECYCLEDPAPER
Fic l dsca pc •••
l ncor p o.ra t e.d
.....•
J~Hi.u~ry6;1999
..Dominick Mauriello ';
Town Planner,Town Of Vail
7's.Frontcige Road ':'.
Vail,Colorado 81657 '
Dear Dominick,.'
.'Happy:New Yea~!
,'..
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~"
Thanks for returning myc~ll;Bn~nt Wilson pho~ed shortly 'cifter you
·did regarding the same topic.As wediscussed,I'mworkingwiththe
.Bakalarsontheir new home in Potato Patch.i Wepresented:the project
to the Design Review Board andreceivedbothfinal .approval and .
.permit for construction;the house is .currently :under construction..We
"cannow take .a .breath and review where weare on paper...,.....-.,.,':".'".''.,
One ofthe issues we .resolved with .Terry .Partchdurfng our permit .'.
'applicaticmwasthe driveway layout andaccess to .the .GuestSuite .'..
Garage..While this solution was acceptable to Terry,it issomething the .
.-.Bakalars and I would like to review with you and the engineering .'.....".
.··.department.1 appreciate you approaching GregHall.iinTerry's absence,'.
·oil our .behalffor-reconsideratiori of this issue.....
:p~r yourrequest/l've 'provideq several r easons .we 'd -like the dri ~e .to '
revert .to its oeiginal .formrPor your use,I've included a current Site .
Grading and Layout Plan which shows the .driveas Terry hasapproved
it,as well as a Landscape Plan whichis our original and preferred ':.
..Iayout;'All comments pertain to .thecurreN alignment;unless .
otherwise .specified...'."..'.'.
L The 'area in question is for~ccess to a seconda~y :ga~age i ~hile the .
current configuration would likely accommodate most of the .garage .
users,'onl y 'a.small minorityof 'secondar yusers would have to perform ".'.
a multi-point turri,Hat all.Thisisacceptable.to us :,,"..
2.The currentJay~utimpactsthe sit~more than the preferred.
3.-The -current layout is aesthetiCallyle~s appeallrigthanthe preferred:
4.-,Becauseof the.reasonsstated,above and following,the currentlayout
.incurs unnecessary additionalexpense to'the project both for .
·installation and for monthly heating,asthe entire drive is .heated:the .
currentlayoutadds paving square footage toan already ambitious drive..
-.'-,
..P ost OIfi~eBq~1871 ·Avon,Cb l~ra'do 81620 9.70-845-.9045 'Fax 970-845-7003
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,5.The preferred drive ~eets'th~requirements set f~rth by the.T.O.V~
FireDepartment and has receivedits approval....
..6.·:!n all otherdesign'review processes that 1am aware,efforts to .
minimizepaved surfaces is highly encouraged fo minimize site
..disturbance,protect existing vegetation,and maximizeareas for '','
".plantingwhileproviding ample vehicular circulation.,We would like
to reduce paving wherever possible;this seems tobe an area we .can .,
accomplish that..
.Thanks,again;for approaching Greg on this.I'd be happy to present
this myself if yOll feel that's the best way to go about this.I'd rather not
step on toes or offend anyone.iorgo through a formal appeal 'process .If 'we can handle this man informalway,so muchthe better;I'm 'Willing
todo what Lean to make this go as smoothly aspbssible..........."....;.'.
Thanks,again,Dominick ',Talkto you 's~on.
Sincerely,'...
c Fields
Fie .ldsc a pe
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Pag e:1
ProjectName:
e ~
Design Review Action Form
TOWN OF VAIL
Bakalar Residence
Project Description :New s ingle familyhouse
Owner.Addre ss andPhon e:John &Christine Bakalar
1760Dale Avenue,Highland Park,IL60035
(847)433 -0779
Architect/Contact.Address a ndPhone :Tom Cole.Morter Architects
143 East Meadow Drive.Vail
476 -5105
ProjectStreet Address :
Legal Description:
780 Potato Patch Drive
Lot17,BlockI.Vail Potato Patch
ParcelNumber:2101-063-01-027 BuildingN ame :n/a
C omrncnts:
Motionby:
Demo/rebuild
Clark Brittain
Board /Staff Action
Action :Approved
Secondedby:Ann Bishop
Vote:4-0
C onditions:That the landscape plan be worked out with staff in order to add variation in the size
of thetrees by reducing the overall total number of spruce and aspen trees.
T own Planner:Christie Barton
Date :6/17/98 DRB FeePre-Paid:$200.00
commlty Development Plan Rout!Form
Routed To:GregHall ,PublicWorks
Todd Oppenheimer,PublicWorks
MikeMcGee ,Fire
ReturnTo:
Christie Barton,Community Development
Date Routed :6/24/98
Return By:6/25/98
ProjectName:BakalarResidence
ProjectAddress:780Potato PatchDrive
ProjectLegal:Lot17,BlockI ,Potato Patch
ProjectDescription:Newsingle family house -final submission
Rev ised driveway to allow staging areafor fire accessperdiscussion withMike
McGee .Let meknowif r should getanothercopyoftheplansovertoMike.
__Approved _x_Denied (citedetailedreasons)__~A p p ro v e d with condition s
;~n;Iji~;ljl~1 ~'~~;~~1!~!~11!1;1 1~
It stilllooks asif fire trucks cannot reach thehomedue toa radius intothedriveway whichistighter than
36'(center line radius).Also the circumference arou nd the house appears tobegreaterthan300'.Pleaseshowhow
you believe the tire hoses reach aroundthe structure.Please redesign thedriveway toreflectthecurrentstandards.
which are:a 29'inside radius,44'outside radiusanda36'centerlineradius
Ihada difficult time evaluatinghegrading andwalls dueto thenumber ofplanover lays.Please putallrevised
plansonto one drawing.
TIle drivewa ystill need s tobe widenedoutto 15'wide throughtheentire 90degree cornercrossover.Pleasesee
thehatchedarea shownontheoriginal submittal.
Ibelieveitisillegaltotake a sitespecificdesigndonebya registered engineer andtransferitto anotherproject
without that engineer's knowled ge.Please have allyourwallsdesigned andstampedbyaregisteredengineerwho
is familiar withthesite.
Thedriveway site wallneeds tobedesigned andstamped by aregistered engineer.
TLPartch recieved 6~/9 8 (~reviewed/returned 6~/9H
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Stood Erect .w L \::
~ss N um be rs 3 1 /2 ':".:
di :.:Accent w l th«.
entrlal Bed ":':;',
~;~ain pan.--t--r--,:vert·
•
MORTER ARCH ITECTS
Letter of Transmittal
Da te O~/I~/9$
To:7h~/?~~t/A-//-~n?~/7?-De:vdt:J;P~
1'.67:Chn~h"t:..J?.:uf-d?"l-
711"5b~F.nn-?~~~
t/;v/II C//S/~7
Pleasefinde nclosedthefollowing:
AProfessionalCor poration
143EastMeadowDrive
CrossroadsatVail
Vail,Colorado 81657
970/476·5105
970/476·0710 Fax
Emai l Morte r@
compuserve.com
Dated Copies
/
Of
/Zd.//~5"-1 t/~f/~j?b-r?)//:td/CA.P>-~
~I "t:ld/~s t:lS'p(/~P4~ca$>d-~~/f.B.
Remarl<s:
Otr/~r/G
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/f~/~~~a..g'~l,ad/uS 41-~~
10 7?u ~)"~es ~~5rd-~/~
tP~~/7tJ t:JT ~//z/?S./'/kA~/~rnu 47~
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By :
AProlessional Corporati on
143 E ast MeadowDrive
Crossroadsat Vail
Vail,Colorado 81657
970 /4 76·5105
FAX970 /4 76·0710
June 11 ,1998
•
MORTER ARCH ITEeTS
Christie Barton
Town of Va il-Community Development
75South Frontage Road
Va il,CO 81657
RE :Bakalar Residence
780 Potato PatchDrive
Lot17,Block 1,Vail Potato Patch
Dear Christie ,
Pleasefind following a response tothe items you outlined in your memo dated
June10 ,1998 regarding final approval attheDesign Review Board meeting.
Comment:Add ridgeheightstothesiteplan so Staff cancalculateridge
height .
Response :Aswe discussed Iwill provide botha roof p lan mylar overlay anda
redlined grading plan that will illustrate allridge heights relative to projected
ex isting grades.Allridgelines appear tofall within the33 'lim it.Aswealso
discussed ,please keep inmind that wehave allowed for a slight buffer zone by
calculating our r idges tothetop of shingles rather thanthetopof sheathing .
(The Town 's guidel ines illustrate ridges calculated totopof sheath ing).This
buffer alongwith variable interpolation of "existing grade"should provide usw ith
6"-18 "of leeway.
Comment:Add thelocation of exterior lightingtothesiteplan.
Response :Aswe discussed ,all proposed exterior lighting is illustrated on
sheet L-1 (May 26 ,1998)thatwas submitted withthefinalD.R.B .application.
Shouldanyadd itional lighting associated directly withthe house be desired by
theowners,the fixtures and locations willbe presented totheD.R.B.prior to
installation .
Comment:Itstilllooks as if firetruckscannotreachthehomedueto a radius
intothedrivewaywhichis tighter than 36 '.Alsothecircumference around the
houseis greater than300 '.
Response :I have marked upasiteplanwiththeinsideand outside radius
requested fromthe Town of VailFire Department for vehicle #410 attheturn into
the driveway.The requested inside rad ius is26.5 'andthe outside rad iusis
•
MORTER ARCH ITECTS
ChristieBarton
Page2
33.5 '.FromthefirestagingareathatIhadindicatedontheplan that Isubm itted
totheTownofVailFire Department ,I calculate a130'-140 'hoselengthfrom
the centerline ofthebackandfrontofthestagingarea.AsI understand the
requirements andthemethodof measurement,our current planfallswithinthe
design parameters .
Comment:Thefirstsection of thedrivefromthenortheastside of thepanto
the 92 contour isbetween 10-11%.Pleasereviseto 8%or less .
Response:RicFieldshas generated arevisedgrad ing planto address this
concernwith minimal impact tothe overall-grading plan .Aswe discussed ,we
wouldalso li ketoreviewthe possibility of aculvert under the driveway ifthe
D.R.B.andTownofVa il Engineering Department alsofeelit isagoodidea.
Comment:Theguestgaragestillneedstobeaccessiblewith a 20'centerline
radius.
Response :Ricfieldshasalsorevisedthe driveway configuration torespondto
thiscomment.Asyouwillsee,over100squarefeetofpavingareaddedandit
maymake sense toreviewwith staff andD.R.B .toseeifsome practical
compromise makessense.
Comment:Thedrivewaystillneedstobe widenedoutto 15 'wide throughthe
entire90-degree comer crossover.Pleaseseethehatchedareashownonthe
original submittal.
Response:Wehave widened theradiusasrequested.Aswe discussed,this
isbeyondthe12'maximum driveway widththatthe guidelines suggest andif15'
isnotrequ ired bytheFire Department,wewouldstill prefer a driveway that is15'
attheradiusand tapers to12 'atthe beginning andendofthecurve .
Comment:Allrockwallswillneedtobe designed and stamped by a registered
engineer if youdec ide nottolaythewalls under 4 'backat a 1:1 as previously
requested.Therockwall as shownalsoexceeds 4 'in a fewspots .These
portions of thewallwill need tobe designed and stamped regardless.
•
ORTERARCH ITECTS
ChristieBarton
Page3
Response :The boulder retaining wall details drawnon8 .1 weredes igned bya
registered engineer for another jobofRicFields'.Ifrequired ,wewill gladly have
the details stamped byan engineer to include w ith ourbuilding permit submittal
aswe discussed.
Comment:Thedrivewaysitewallneedstobe designed and stamped by a
registered engineer.
Response :Thesitewalldesignwillalsobe stamped bya structural engineer to
be includedwiththebuildingpermit submittal.
Christie ,
Thank youforthe comments .Ifthereareany other concerns,pleaseforward
themso that wemay address thempriortotheJune1i h D.R.B .meeting .Also ,if
youcould forward anagendafortheD.R.B .meetingassoonasit is developed ,
wewould certainly appreciate it.
Best regards a~.
Thomas A.Cole ,AlA
•
June10,199X
TomCole
MorterArchitects
143 EastMcadowDrive
Vail,CO XI6S7
Re:BakalarResidence
no potatoPatchDrive
Lot 17.Block 1,VailPotatoPatch
DearTom :
Thefollowingareissuesthatneedtobeaddressedassoonaspossibletobeable to receivefinal
approvalattheDesignReviewBoardmeetingWednesday.June 17.1998:
v(AddridgeheightstothesiteplansoStaffcancalculateridgeheight.
~.Addthelocation of exteriorlightingtothesiteplan.1.---1
3.It stilllooksasiffire trucks cannotreachthehomeduetoaradiusintothedrivewaywhichis
tighterthan 36'.Alsothecircumferencearoundthehouseisgreaterthan 300'.
vA.The first section of thedrivefromthenortheastsideofthepantothe92contourisbetween
10-1 1%.Pleaserevise to 8'Yo orless.?()/cJ-6 %
/S.Theguestgaragestillneedstobeaccessiblewitha 20'centerlineradius .
/6.ThedrivewaystillneedstobewidenedouttoIS'widethroughtheentire90degreecorner
c rossover.Pleaseseethehatchedareashownontheoriginalsubmittal.
/7.Allrockwallswillneedtobedesignedandstampedbyaregisteredengineerifyoudecidenot
tolaythewallsunder4'backataI :1 aspreviouslyrequested.Therockwallasshown
alsoexceeds4'inafewspots.Theseportionsofthewallwillneedtobedesig ned and
stampedregardless .
/8.Thedrivewaysitewall needstobedesigned and stampedbyaregistered engineer.
(fyou haveanyquestions,pleasecallmeat 479-24S4.
Very truly yo urs,
Christie BaJ10n
PlannerII
commlity Development Plan Rout'Form
RoutedTo :GregHall,Public Works
Todd Oppenheimer,Public Works
MikeMcGee,Fire
ReturnTo :
ChristieBarton,CommunityDevelopment
DateRouted :5/29/98
ReturnBy:6/10/98
ProjectName:Bakalar Residence
ProjectAddress:780 PotatoPatchDrive
ProjectLegal:Lot17,BlockI,PotatoPatch
ProjectDescription:Newsingle family house-final submission
Revised driveway to allow staging areafor fire accessperdiscussionwithMike
McGee.Let meknowif[shouldgetanothercopy of theplansover to Mike.
_~A p p ro v e d _x__Denied(citedetailedreasons)__~Approved with conditions
t!:11tl Ii .-liil If
It still looksasif fire Hucks cannot reachthe home duetoa radius intothedrivewaywhichistighterthan36'.Also
thecircumferencearoundthehouseisgreaterthan300'.
Thefirstsection of thedrivefromthe north castside of thepantothe92contourisbetween 10-11 %.Please
reviseto8%orless.
Theguestgaragestillneedstobeaccessiblewitha20'centerlineradius.
The driveway still need"to be widened outto 15 'widethroughtheentire90degreecornercrossover.Pleasesee
thehatchedareashownontheoriginalsubmittal.
Allrockwallswillneedtobedesignedandstampedbyaregisteredengineerifyoudecidenottolaythewalls
under4'backataI:Iaspreviouslyrequested.Therockwallasshownalsoexceeds4'inafewspots .These
portions of thewallwillneedtobedesignedandstamped regardless.
Thedrivewaysitewallneedstobedesignedandstampedbyaregisteredengineer.
Questionsforstaff:....--
Howmanyparkingspacesare reqi&ed?Somespaceswillhavedifficultyturningaroundonthesite.
Thelanguage of thecurrenthazzard letterdoesnotmeetthelanguagerequiredbyordinance.Isthisletter
acceptable?VJ a--s
\
TLPartchrccieved6/1/98 Reviewed/returned 6/3/98
1/4
10 ,25 FROM ,TOV-COM -OEV -OEPT .
APR -21 -8B •ARTT IUR I.MF.J\n~.I).F.
N:.\,...lll.lMI>c:--u....a
222F....("MIoi:A....
e-.-u-.Color..l.'IJlO
)0)-"U,-)2Ji.
10 ,870478245 2
Post·it·FaxNot __·:..:'6:.:7...:.1_b--,l--;:.r.;-f~::7-,,::-:--t;-/i
To
..
April 21.19S7
Kr.2~be~t a.Wi'son
P.O.Box 151 -
lake Forest,111inois G004&
Dear Mr .W'i1s-on:
In response toour prev5ou$communications.I completed 3 site inspection of
ygur property at 780 Potato Patch Drive,on April 18.to lvalu~te the
exposure gf th.~prop~T~Y to ov lanehes.debris flows.ant rockf 11.In my
opinion.t~p~pe~ty is fret or all thesehazards.a$di!cussed below.
AVALANCHES
Snow and/or deb~~s avalanches may begin on steep slopes agprOxfmDtely 2.000
feet north and 700 fal!t abo"c your proporty.The lnrgC$t ~v<lhnch(!s will
probably result rrom ,l",)pid Salura Uon ~f <l wet sni)Wl:over dJring the unus-ual
combination of a b~avy low-alcv~tion Srnr~coycr ann a ranid tha~in April or
May.'Ouri~g my s~Lc ins~ctio".1 conclu4ed th~t your hou;e is not within
range of even tnese largo aval~n~hes for tho fol1ow~ng reo ,ens:
i.The steep terr~in is irregular and .nIl not sup~lrt a uniform
release of 1arg~wet snow slabs or anociatltd sa':urat2d soils.
b.The large,'low-sradiont bench b~hind 780 Potato latch (approxi-
mately 300 feet long and 2~{12·}gradient).wi 11 sarve as the
daposition a~a for snow or Soil avalanches;and
,...c.There c~~sts no ev;d~nce ~f preVl0US avalanches.
DE:BRts FLOWS
In gen~ral.and throughout the Vail nrea.debris flows occu~whcr~ground and
surface w4ter &re concentrated nu~ing timas ~r vp.ry rapid rlnOrr.Dabris
oflow$lIlay occur in rc Snonse to lhe S~comJ tl i ons lit..t pro·luce cklb~;s
avalanches.Dc:bl"h fioWS.hOW(lVl1r.do not ;:f'fect your "ou,;.!at 780 l'otato
Pa tell for__tho fenOt/!no rca :;onr.:
a.NO catchmont uQsin ~xists to ~oncentr~tc ~a~r or Siturata the
soi 1s.
b.The torrain Above your hOUse docs not chan~C!li~e ~ater or dc~ris~
i1nd
~.There axf~t$no ~v~donce o~p~C!yious dqbYis-flow d)posit ioo at OP
above your holll(:!t itO.•
PRGE .902
2 /4
:PAGE10.8704782452---_.......••
APR -21-8B 10 ,26 FROM,TOV-COM-OEV -OEPT.------
.'2•Robert H.Wilson
.pril zi,1987 •
ROCJa<Al.L
A smal'roc~ra'l ~ovrcc ~roa docs exist ~PDro~i~lcly 2,000 feet northeast
and 700 fC!et.above your house .The:sourc:~ilN!i1 'is a smAl1 ~·O °1ncHnation
outcropping of the Minturn Foram~ion and h.s prod~cQ~rockfill 'in thc.pa$~.
Site inspection of the roclt:n srl.crop :lnd t.he lC'rnnn 'Ibov~y<ur house ,nd!-
cates that rockfall naza~~S insignificant at your house fer the fol 1o~n9
reasons:
a.The source (c1if~)~rei 1$sound an~well-bonded 1cr the most
part.therefore.there exi5~few largo.loose ro~ls;
b~Any rocks that become d~tached ~ro~the cliff must roll an4 bound
through the up!!n fO'rc~t which will oissipaU!mucf of tM rockfall
enQrgy;
c .Th~large.low-9r~oicnt area mentioned abovo {under uavalanches~},
~'l absOTb ~maining reckfal'anergy;and
d.No previous cvid~nco of rockf~l1 cxist~c~ccpt direetly b~low the
cliff..
Although aval;ncnas.debris flows,and rockfvl'aTC ~ot ~roc'ems a~your house.
I did notiee soooe e1ear evidence or 5011 creep in tha a~pen rorest to the
northeast or your property.Approxi~tely l~Z aCr~~of ~ture aspen t~ees
have been uproot.c:d on the sJopr,s above your property .These trees were
de~royed in ~y.and vune of 1?84 duringa period of widespread soil creep
that tended to t,lt th~treQs In a downslope dirQCtion (the ~irectiQn of
S~,l creep).A $ubseq~ep~heavy,~et 5nowsto~fn e~rly Jun~heavily loadad
the as~n and ~Teat~~~ny aTe~$of ~rQ~fai\u~~throuq~~ut the su~rounding
moUnta1fts.$0"cr~p lS not D d~ngOYCus or 'lfe-thrnuten;n~process at this
location.The fOrQst ~s not rlamagcd ~s a r~5u't of ~valanc'es.rockfall
01'"debn s 1'lO"'S.r
Pl~a$e contact =e if yOU have any queStions.
Sincerely,
Cldt..~ll 4n1f0Kl
Arthur I.Hc.rs,P.E .
~IM:De
PRGE.0e3
SEP 06 '!'IS I I:;34
APR-21-8B 10,26 FROM ,TOV-COM-OEV-OEPT .•
Hello John and Christine,
10 ,8704782'1.52•
october 27,1995
Christine a~d John Bakalar
1760 Dale A~enue
aighland Pa~k.rL 60035
PAGE 3/'1.
I'm glad ~t we were able to provide this first "disaster check"
service for you.aM hope that you enjoyed Ot..r brief time tog-ether
as much as r did.
To briefly recap the two meetings I had aft£~YOQ and I met:
1.I reviewed your site p Lan with represen·:atives of the Town of
Vail Fixe Deparblent.While their final rul.ing-(s)can only be
made after review of final drawing-s,thei.r preliminary opinion
is that we should J:)e able to desi<jIl a dri.veway that will
preclude the need for fire sprinklers :i .n your home.
2.I confirmed with Andy Knudtsen of the ~'own of Vail C01Dlllunity
Devel.opment Deparbtent,that Art Mears's letter of April 21,
1987 regarding avalanche,debris flow,and rockfall hazards
confirms that no such hazards exist on {OUI site,and that no
further studies are required.
Also,John,the allo....able GRFA is indeed 6,:187 square feet.
As ,..,e discussed,please remember to use us as a resource as you
mull over your thoughts abOut your home -1:e sure to piCk up the
phone ,..,ith any thoughts or questions,day 0::night.
And.Karen and I would love ee see you so :ially (even with the
wi~sons,if necessaI:Y)during your next vis it to Vail.
Best regar:is,
Jam.es R.H:>rter,PArA
MORTER ARC BITEC'l'S
00:Ken Wilson
65/68/1998 64:19 3638457663•FIELDSCAPE •PAGE 61
Fieldscape
Incorporatr:d
Memorandum
To:
Cc:
eM."Duron From :
Date :
Ric:fitldB
Re:Tree Relocation
DearChristi,
Project:The Bualar Re.iienc:e
Per our conversation this morning,I'm writing toyou regarding the
removal ofexistingtreesfromtheBakarar's house on Lot 17,Block1,
Potato Patch.As I mentioned,there are a number ofverynice spruce
trees which would substantially benefittheoverall appearance of the
finished house ifwecould find awaytoreusethem .If not,they would
inevitably havetobe removed for construction.
You and I agreed that moving thetreesonetime is best fortheir health,
should that be convenient andeasyto provide the proper care .However,
since the existing house willhavetobe demolished and another willbe
built initsplace,itswell-beingon site willbe questionable atbest.I'dlike
to remove thetreeswhich can easilybe spaded foroff-site s tock until such
timeas would best suit their reintroduction to the site in their designated
place.
nus noteshould serveyourneedsasassurance that measures are being
implemented for providing the bestpossible result of construction.
Thank,Christi.Please don't hesitatetophone with any questions..
Sincerely,
Ric
r.o.llo~11171 Ayo",CoIor.du
Q uestions ?•the Pla nning St arr a,47 9-:"12S
APPLICATION FOR DESIGN REVIEW APPROVAL
•
DESCRIPTION OFTHEREQU EST:--'-..:...::.:=--...=L-.:....:.,;;c......='---'-..:...-.:__~L.!<..~:c.:=.-<-..:._
GENERAL INFORMATION
This applicationisforanyprojectrequiringDesignReviewapproval.Anyprojectrequiringdesign review must
receiveDesignReviewapprovalpriorto submitting for abuild ing p ermit.Forspecific information,seethe submittal
requ irements fortheparticularappro val that is reques ted.Theapplic ation canno t be accepted untilalltherequ ired
info rmationis submitted.Thepr oject may alsoneedto bereviewedby theTownCouncil a nd/orth c Planning an d
Environmental Commi ssion.Design Review Board approval expires one year after final approval unless a
building permit isissued and construction is started.
~
A.
B.
C.
D.
E.
F.
G.
LOCATIONOFPROPOSAL:LOT:/7 BLOCK:/FlUNG ://all -,q,hz-f6 ~tz:h-
PHYS ICAL ADDRESS :780 f6fp...fr:>~fch Dr/t/~/4L.i/,Co/t:'n::t.do
I
PARCEL#:2.101 LX:>~tJ 102.7 (Contact EagleCo.Assessors Officeat 970-328-8640 for parcel #)
ZONING:,7ho ~;fi.5l!C-Pnck /Z.7id.Pnfla-L d~In?r-
NAMEOFOWNER(S):doh/?f r~Ti~>aJ::;aJa.r
MAILINGADDRESS:/760 a:z./e./ib£n~
M'hr-,L ~Z;w"h 60t:?~
H.
o Minor Alteration -$20
Construction ofa newbuildi ng.
Includesany addition wheresquarefootageisaddedtoanyresidential or
commercial building,
Includ es minorchangesto buildings andsite improvements.suchas ,
reroofing.painting.window additions.landscaping.fence s and retaining
walls,etc.
DRBfeesaretobepaidatthetime of submittal.Later.whenapplyingfora building permit,please identify
theaccuratevaluation of theproject.TheTown of Vailwilladjustthefcc according totheproject valuation.
PLEASE SUBMIT THIS APPUCATION,ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPMENT.75 SOUTH FRONTAGE ROAD.
VAlL,COLORADO 81657.
BUILDINGMATERIALS:
•
UST OF PROPOSED MATERIALS
TYPEOF MATERIAL:
•
Roof
Siding
Other WallMaterials
Fascia
Soffits
Windows
WindowTrim
~/8JU.-/d:z.h&J :¥,n~5 6ra.n;k--
;<ht>pd.,-.J;tJr/Z.lelj?(5lp/:n~d-)
/\/.-4 .
/)Uf-rf4 wrnd P&~'r7'!l
2/
C~~~.w~<?d-h//n~
.cPa -e.ah'7aed.-)
1f
"/1
Doors
Door Tr im
Handor DeckRails
Flues
Flashings
c1~;;~T/I?AY~~/AvL ~,-E----,,-,,--,--=-,C<..--::..--_
~
Ch imneys ..
Trash Enclosures
Greenhouses
Retaining Wal ls
ExteriorLighting**
Other
..Please specify themanufacturer's color,numberandattachasmallcolorchip
....Allexteriorlighting mustmeet theTown'sLightingOrdinance18.S4.0S0(J).Ifext erior lighting isproposed,
please indicate thenumberoffixturesandlocations onaseparatelightingplan.Identify eachfixturetypeandprovide
theheightabovegrad e,lumensoutput.luminous area.andattach acutsheetofthelightingfixtures.
2 Updated 6/97
r
CATALOG NUMBER LOGIC
Example:B/Q WHW
Series ~
Lamp Type
o -By Others
1-EsxrOWj'14"Spot3-FRB35W ,12"Spot
15 -EYR 42W ,11.5"Spot
6-EXT 50W ,10"Spot
Finish:
Powd ercoat Wrinkl e
Bronze BZW
Black BLW
White (Glo ss)WHW
Verde VER
Ava ilable in Ca st Brass .Prefix Series De signation
With 'B ',S pecify 'NAT'for Natural Brass,
'POL'f or P o lished Brass,'MIT'for MitiqueBr ass
o r Powdercoat Color i nFi nish Se ctiono f the
Catalog Number.See the 'B -K Br ass 'Br oc hure
for Additional Details .
3 3/16"
W
1
@
5"•I
Rectilinear Lena P rovides
Wide Lateral Distrib ution
-.ri lh Prisms in Vertical
Poelttc n an d Long Nar row
Dis tribution in Horiz ontal
P os ition .
'I ,j,
Cftsl Aluminum
F 8.ce W---
I 1/2'"
Two Countersunk,
3/16"Ole .Holes
·1 Will
~~
High Temperature
Silicone Gasket
2 ?I f!"
3"•I
,ill:::~~
Re ctengul ar 4?I f!"X 2 ?I f!"
Ca st Aluminum Bo x nth Three
1/2'"NPS Tapp ed Holes .Two
Plugs Provide d------
SIDE VIEW FRONT VIEW For Use wi th Remote Transform ers
See Sheets TRSS S eries,TR Series
o r Po wer Pipe inAccessory Se ction
~BRICK STAR
11/9 4IB-K LIGHTING,INC.DRAWIN G NUIJBER
SUB-I009 -02
••UTILITY LOCATION VERIFICATION ••
This form is toverifyserviceavailability andlocation fornew construction andshouldbeusedinconjunction
withpreparing your utilityplan and scheduling installations .Thelocation andavailabilityofutilities.wh ether
thcybemain trunk lines orproposed lines.must beapproved and verifi edby the following utilities for the
accompanying siteplan..
Authorized Signature
•U.S.WestCommunications
1-800-922-19 87
46 8-6 860 or 949-4530
•Public Service Company
949 -5781
Gary Hall
-.
H91 y CrossElectric Assoc.
949-5892
TedHusky/John Boyd
Heritage CablcvisionT.V.
949 -5530
SteveHiatt
EagleRiver Water
&Sanitation District *
476 -74 80
Fred Haslcc
~W~"'h"~Q..';..,.~,~'S ~".....,a.1a
~~e.e.~'.N\q ~~Q..~~•
*Please bringasiteplan.floorplan.ande levations whenobtaining UpperEagle ValleyWater &Sanitation
signatures.Fire flow needs mustbe addressed.
N OTES :
I .Ifthe utilityverificationformhassignaturesfromeach oftheutilitycompanies,andno
commentsarcmadedirectlyontheform,theTownwillpresumethat therearcnoproblemsand
the development canproceed.
2.If a utilitycompanyhasconcernswiththeproposed construction ,theutilityrepresentativeshall
notedirectly ontheutilityverification formthat thereisaproblemwhichneedsto beres olved.
Theissueshouldthenbedetailedinanattachedletterto theTownofVail.However.please
keepinmind thatitistheresponsibilityoftheutilitycompanyandtheapplicanttoresolve
identifiedproblems.
3 .These verificationsdonotrelieve theconlraetorofthe responsibi lity toobtainaPublicWay
PermitfromtheDepartmentofPublicWorksattheTownofVail.Utility locationsmust bc
obtainedbefore digging inanypublic right-of-way orcasementwithintheTownofVail.A
buildingpcrmitisnotaPublicWaypermitandmllst beobtainedscparately.
4
MR Y 26 '98
MRY-26-1998
8:43
10:17 ••••PRGE.OOI
P.132
UIII.rrv LOY).T!Ol\'VERIFrCATIOl\'
~,ttJLfJ.€-:a--.s/~C6
Thj~ft,""i~to verify ~ervicc availabil ity and location I'm new constru ction <ll1d :hould be used in ct'lnjLlllction
with prcpa.:m.:)'Il"r ,,,t.lIly pllll1 and ~"hcdullns installations.Thc locfltion and <:vailability of utilities.whethcr
they be main m,~k line.<;or propo~elliinc s .must be approved and verified by tlu following utilit ies for the
llt'Co lllpanylllS SIte plan.-
Aurholiu:d Sjgnantr ~-,
HC?Jy Cr~~Electric As soc .
Y49 ·S892
Ted Hll';ky/John Boyd
U.S.WC:~1 Cornmunications
)·1;00·922·1 C)1l7
46li·(jg60 or 94C)·45JO
Public Service Company
949-578]
Gary Hall
Hcrlmgc Cablevision T.V.
949·5530
Steve Hiatt
r.lIgle River W/ltcr
&.SlInimtion Di~lriCI •
476·7480
Fredllaslcc
•Please bring a slte Illal1 .floorplan,alH1 clcvotious when obtaining Upper Eag c Valley water ok Sanit:llion
sign:ltllfcs.fire flow needs must be a ddressed.
NOTES:
I.rr the util ity verificationform hax s ignatures fromeachof th e itility companies.andno
comments arcmade directly on the fonn,the Town will prcsu ne that there arc no problems and
the development can proceed.
2 .(fa Illili\y company has concerns w ith the proposed constructon,the utility rcprescatative shllll
note directly onthe utility verification formthat there is a proi ,lc:m which needs to be resolved.
The issue shouldthenbe detailed in an attached letter tothe TawnofVail.However.please:
keep inmind thai it is theresponsibitiry oftheutility coruparr i andthe ;lpplicont to resolve
identified problems.
3 .These venfications donotrelievethecontractor of thercspon ;ibility toobtain II PublicWay
Permitfrom the Department "fPublic WorksattheTownof "'ail.Utility locatiops 11111$1 hI:
pbtained bcfnrc dis ..';nll inan y publicright-of-way or eascmc rt within the Town orVail.b.
bujldjne n.;rmit is notaPnhlicWay permit and mllst be obtai)Cd ssnarnlclv,
4
MRY 2 6 '988 :15
TO TRL P .et?
PAGE.002**TOTA L PRGE .OOI **
05 .26 .9 8 0 3 0.4 ~
MF:lY-26-1938 10:0El •*AVON .COLORA i '.POI
p,e2
Thi~f01T1l is to verifY service IIvAilability anttlceaticn fol'new CO"~lrllction IIlld lIQuId be used in cC'lnjul1Clion
wi th I"rcplIring your IItili~l'l lan IIntl schc:dulilli in~[lIl1l1lions.The location IUld '""ifllhility OrUlilitic.~.whether
they he m"in trunk lineN orpreposcd lines.nlll~t be approved lind verified by the followinG utiliricR forthe
ne:eolnl'lnnyil1j.!site plan,•
U .S.West Cernm unicatiuns
1-S00·922·19R7
4G!!·6860 or 949·4530
Public Service COIl\fll\l1Y
949·5711 I
Cnry HnlJ
Holy CroftA EI~lrie Asscc,
1)49·5892
Ted HlIMky/John Boyd
Iierilll;;c ClIbh:viKioll r.v.
1)49·SS30
Steve 1[,,111
(;llgl<:River Water
'"Sanit.uion Di,clnet •
476 -7480
Fred Ilaslcc
"
•Please bring asite:plan.noor plan.lind ctcvaucns when obtaining l:l'l'or Eag c Villley Willer &Sanitation
siSllillurCK ,Fire tlow needs llIust be addressed.
N OTES:
I ,Iftheutility verifiClltiol1 formhas signntures fromeach ofthe ltili!)'companie~.Md no
comments arc madedirectly on the funn.theTownwillpresunethatthereareno problems and
thedevelopment CRn proceed.
2.If a utility company has concerns with theproposed COn$lntcl on,the utility representat ive shllil
note directly ontheutility verification forrn that there is Rpro ilern whichneedstobe resolved,
The issue should th::n be detailedinanattached letterto the 1 own of Vail,However,please
keep in mind tha tit isthercspensibility orlhc util ity cornpanv and the applielllH toresolve
identifiedproblems.
3 ,TIH;~e verifi cations do not relieve the contractor of the rcsporsibility to obtain a Public WRy
Permitfromthe Depanment ofPublic Work~M theTownof Vait.1llility locatigosmust be
om\\ined hero[~llil:c,ior inanypublic right-of-way o r e,m:mt nt within the TownofVail,Ii
bll ildine perm it is no!it Publ ic Way permil and n.l1Uth.rn.til ned s\ill3rJ1tel v.
"
TOTI=IL P .132
n~'l h ~R n Q ~l AM P O,
MAY-27-1998 15:08
lJJ"LUy "QeurQN YEB[EJC'ADO~:
..P.02
Thill fllrm is to yqif)'IC,lVicc awaillbility anlllacariCII for new CClI'I$lr\Ietlan II'ld &IIould be uJc4 in conjunction
wiCh p~nl your utili!)'plan and -ehcdulin;il1st:lllaticns.TIle loalian lInq•,viiIability of'utilidlS,~"etllcr
'hey bll ~in lnInk Unct..Ol"~05ed lines.mllSl be ;jpprovcd lII1d verified by Ih !followingunlitica for me:.
ilCl:om~n;;sireplM.
U.S.Wr:st Communil:01lions
.1-8nO·922~,987
468-6860 or 949-4S30
f'ublit SCf1ricc Company
9490$11'1
Gllry Hill
Holy CrD$s Ela;tric Auoc:.
949-5J192
Ted Hll$ty/John8oyd
T.C.'.\.
949·'S~1l
Floyd Sala7.:1r
~lc Riln:r W6UCr
It-Sanillltioll Oistrict •
41f,.74IiIJ
fred H;&'1lce
Aurbprized SinD."
•"'CllSC bring a lIoitc pliln.float pl:n.Mil c1cv:ltionl ",11m obtaining Upper iii!;e\'alley WaItT 01:Sanlt\tiun
~i,ll;lIurc::i.Fin:now a~mlllll be 1A!drc=d...":'...
NOTES:
I.Iflhe utiljty vmtiQllion form has ~,from r:ach ortbe 1I1i1i )'companies.anel no
camnll:nt5 81"'~~dircctly on IhQ fonn.die TOWll..n1\tRIlII:1C t l&1 there Me no problems l1Ild
the c1cvclopmcnr can I'l'Ol:c:c:d.
2.Ir a luili!)'"mpany has conecms with tile 1Jt'l1IlO-consll'\lt:lt:ll\,t!le lIriliry h:pILiUl~,flail
nate dirccCly en tIn:U1i1l!)'Vl:rificJl1iDn fOl\'R dlat t"ereit.prot \em wbicll ncals 10 be reso11lBd.
n~issue mallld then ~dc:ailcd in lin altacbcd leiter10 die T,IWfI ,rVall.HnLwCf,pJaaso
lecp M mind tbal it is the;~bility of tile ulility LOllipl!')and the appIiClllt to n:sol'\'C
_.idcruif!cd prQ.~lems.
3..Thcsncrificatiom do I1IIt reli~the CCln1rllClgr afthe I'CSpOIIl ibililt to obllina Public Way
Pem1it &om the DcpztiilQlt of PublicWorts ;at U\C Townuf'':til.:bilin'Jgc;aI!pM II!IUt II;
gLrajncd herpes "i:gio!!In ant publicJiCht·of'....y or CZliI1'Cf t wit lira d=Tcrwn cfVaiI.A
l/ujldjDrpsrmit Is nplll1"ub!ic;way ogmjr ani!pUIlIt be Pbtau J:Ut11"•
•
TOTAL P.02
MAV-26-98 10 ,38 FROM ,LANO TITLE GUARANTEE 10,1970'176'153'1 PAGE 2/6
OLD _LIC NATIONAL TITLE INS_COMPANY
ALTA COM MIT MEN T
SCHEDULE A
Our Order #VTF252407
For Information Only
-Charges -
Alta Lender Policy
Tax Report
Endorsement 335.6 (Alea 8.1)
Endorsement 281.1 (Alta 6)
Endorsement 116.00
--TOTAL --
$100.00
$20.00
$25.00
$25.00
$50.00
$220.00
***THIS IS NOT AN INVOICE,BUT AN ESTIMATE OF FEES.WHEN REFERRING
TO THlS ORDER,PLEASE REFERENCE OUR ORDER NO.VTF252407 ***
1 .Effective Date:January 22,1996 ae 5:00 P.M.
2.Policy to be issued,and proposed Insured:
"ALTA"Loan Policy 10-17-92
Proposed Insured:
NED MORTGAGE COMPANY
$850,000 .00
3.The estaee or interest in the land described or referred to in
this Commitmene and covered herein is:
A Fee Simple
4.Title to the estate or interest covered herein is at the
effective date hereof vested in:
THEJOHNSTEPHEN BAKALAR REVOCABLE TRUST
5.The land referred to in ehis Commitment is described as
follows:
LOT 17,BLOCK 1,VAIL/POTATO PATCH,ACCORDING TOTHE RECORDED
PLATTHEREOF,COUNTY OFEAGLE,STATEOF COLORADO.
;;;;;==
PAGE
ID,19704764534 PAGE 3/6
AL"COMMITMENT ..
SCHEDULE:B-1
(Requirements)Our Order #VTF252407
The following are the requirements to be complied with:
1.Payment to or for the account of the grantors or mortgagors of
the full consideration for the estate or interest to be
insured.
2 .Proper instrument(s)creating the estate or interest to be
insured must be executed and duly filed for record,to-wit:
3.DEED OF TRUST FROM THE JOHN STEPHEN BAKALAR REVOCABLE TRUST TO THE PUBLIC
TRUSTEE OF EAGLE COUNTY FOR THE USE OF NED MORTGAGE COMPANY TO SECURE THE
SUM OF $850,000.00 .
NOTE:AFFIDAVIT RECORDED January 19,1996 IN BOOK 686 AT PAGE 189
DISCLOSES JOHN STEPHEN BAKALAR,CHRISTINE HEILMAN BAKALAR,AND WILLIAM
SCHWARTZ AS TRUSTEES WHO MAY ACQUIRE,CONVEY,ENCUMBER,LEASE OR OTHERWISE
DEAL WITH INTERESTS IN REAL PROPERTY FOR SAID TRUST.
IF THERE IS A CHANGE IN OWNERSHIP OF THE PROPERTY TO BE INSURED HEREIN FROM
THE VESTED OWNER SET FORTH IN ITEM 4 OF SCHEDULE A HEREIN,THE TERMS,
PROVISIONS AND CONDITIONS OF THE TOWN OF VAIL TRANSFER TAX MAY BE
APPLICABLE.
SENATE BILL 98-045 STATES THAT EFFECTIVE JUNE 1,1998 THE
FEE FOR REQUESTS FOR RELEASES OF DEEDS OF TRUST WILL BE
$16.00.
PAGE 2
MA¥-26-98 10 ,39 FROM ,LANO TITLE GUARANTEE 10 ,1970~76~S3~PAGE ~/6
COM MIT MEN T"
SCHEDULE B-2
(Exceptions)OUr Order #VTF252407
The policy or policies to be issued will contain exceptions to the
following unless the same are disposed of to the satisfaction of
the Company:
1 .Standard Exceptions 1 through 5 printed on the cover sheet.
6.Taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurer's office.
7 .Any unpaid taxes or assessments against said land.
8.Liens for unpaid water and sewer charges,if any.
9.1996 TAXES NOT YET DUE OR PAYABLE AND ASSESSMENTS NOT YET CERTIFIED TO THE
TREASURERS OFFICE.
10.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED July 13,1939,
IN BOOK 123 AT PAGE 617.
11 .RESTRICTIVE COVENANTS,WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE,BUT OMITTING RESTRICTIONS,IF ANY,BASED ON RACE,COLOR,RELIGION,
OR NATIONAL ORIGIN,AS CONTAINED IN INSTRUMENT RECORDED March OS,1974,IN
BOOK 233 AT PAGE 628 AND AS AMENDED IN INSTRUMENT RECORDED September 24,
1975,IN BOOK 241 AT PAGE 950.
12.EASEMENTS,RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE
RECORDED PLAT OF VAIL/POTATO PATCH.
13.TERMS,CONDITIONS AND PROVISIONS OF BASEMENT DEED RECORDED February 21,
1985 IN BOOK 436 AT PAGE 836.
H.10 FOOT DRAINAGE EASEMENT ALONG TIlE SOUTHERLY LOT LINE OF SUBJECT PROPERTY
AS SHOWN ON THE RECORDED PLAT OF VAIL/POTATO PATCH.
15 .DEED OF TRUST DATED February 13,1996,FROM THE JOHN STEPHEN BAKALAR
REVOCABLE TRUST TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF NED
MORTGAGE COMPANY TO SECURE THE SUM OF $850,000.00 RECORDED February 27,
1996,IN BOOK 688 AT PAGE 680.
***********ENDORSEMENT 335.6***********
THE INSURANCE AFFORDED BY THIS ENDORSEMENT IS ONLY EFFECTIVE IF THE LAND IS
USED OR IS TO BE USED PRIMARILY FOR RESIDENTIAL PURPOSES.
THE COMPANY INSURES THE INSURED AGAINST LOSS OR DAMAGE SUSTAINED BY REASON
OF h~CK OFPRIORITY OF THE LIEN OF THE INSURED MORTGAGE OVER:
(A)ANY ENVIRONMENTAL PROTECTION LIEN WHICH,AT DATE OF POLICY,IS RECORDED
IN THOSE RECORDS ESTABLISHED UNDER STATE STATUTES AT DATE OF POLICY FOR THE
PURPOSE OF IMPARTING CONSTRUCTIVE NOTICE OF MATTERS RELATING TO REAL
PAGE 3
1D '19704764534 PAGE 5/6."-.AL.COMMITMENT ..
SCHEDULE B-2
(Exceptions)Our Order #VTF252407
PROPERTY TO PURCHASERS FOR VALUE AND WITHOUT KNOWLEDGE,OR FILEDIN THE
RECORDS OF THE CLERK OF THE UNITED STATES DISTRICT COURT FOR THE DISTRICT
IN WHICH THE LAND IS LOCATED,EXCEPT AS SET FORTH IN SCHEDULE B;OR
(B)ANY ENVIRONMENTAL PROTECTION LIEN PROVIDED FOR BY ANY STATE STATUTE IN
EFFECT AT DATE OF POLICY,EXCEPT ENVIRONMENTAL PROTECTION LIENS PROVIDED
FOR THE BY THE FOLLOWING STATE STATUTES:NONE
THIS ENDORSEMENT IS MADE A PART OF THE POLICY AND IS SUBJECT TO ALL OF THE
TERMS AND PROVISIONS THEREOF AND OF ANY PRIOR ENDORSEMENTS THERETO .EXCEPT
TO THE EXTENT EXPRESSLY STATED,IT NEITHER MODIFIES ANY OF THE TERMS AND
PROVISIONS OF THE POLICY ANDANY PRIOR ENDORSEMENTS,NOR DOES IT EXTEND TH ,
EFFECTIVE DATE OF THE POLICY AND ANY PRIOR ENDORSEMENTS,NOR DOES IT
INCREASE THE FACE AMOUNT THEREOF.
***ENDORSEMENT 281.1***THE COMPANY HEREBY INSURES AGAINST LOSS OR DAMAGE
BY REASON OF:
(1)THE INVALIDITY OR UNENFORCEABILITY OF THE LIENOF THE INSURED MORTGAGE
RESULTING FROM THE PROVISIONS THEREIN WHICH PROVIDE FOR CHANGES IN THE RAT]
OF INTEREST _
LOSS OFPRIORITYOF THE LIEN OF THE INSURED MORTGAGE AS SECURITY FOR THE
UNPAID PRINCIPAL BALANCE OF THE LOAN,TOGETHER WITH INTEREST AS CHANGED IN
ACCORDANCE WITH THE PROVISIONS OF THE INSURED MORTGAGE,WHICH LOSS OF
PRIORITY IS CAUSED BY SAID CHANGES IN THE RATE OFINTEREST.
"CHANGESIN THE RATE OF INTEREST",AS USED INTHIS ENDORSEMENT,SHALL MEAN
ONLY THOSE CHANGES IN THE RATE OF INTEREST CALCULATED PURSUANT TO THE
FORMULA PROVIDED IN THE INSURED MORTGAGE AT DATE OF POLICY.
THIS ENDORSEMENT DOES NOT INSURE AGAINST LOSS OR DAMAGE BASED UPON (A)
USURY ,OR (B)ANY CONSUMER CREDIT PROTECTION OR TRUTH IN LENDING LAW.
THIS ENDORSEMENT IS MADE A PART OF THE POLICY AND IS SUBJECT TO ALL OF THE
TERMS AND PROVISIONS THEREOF AND OF ANY PRIOR ENDORSEMENTS THERETO,EXCEPT
THAT THE INSURANCE AFFORDED BY THIS ENDORSEMENT IS NOT SUBJECT TO PARAGRAPt
3 (D)OF THE EXCLUSIONS FROM COVERAGE .EXCEPT TO THE EXTENT EXPRESSLY
STATED,IT NEITHER MODIFIES ANY OF THE TERMS AND PROVISIONS OF THE POLICY
AND ANY PRIOR ENDORSEMENTS,NOR DOES IT EXTEND THE EFFECTIVE DATE OF THE
POLICY AND ANY PRIOR ENDORSEMENTS,NOR DOES IT INCREASE THE FACE AMOUNT
THEREOF .
***FORM 116***THE COMPANY ASSURES THE INSURED THAT AT THE DATE OFTHIS
POLICY THERE IS LOCATED ON SAID LAND A RESIDENCE KNOWN AS 780 POTATOE PATCf
DRIVE AND THAT THE MAP ATTACHED TO THIS POLICY SHO WS THE CO~~ECT LOCATION
AND DIMENSIONS OFSAID LA}ID ACCORDING TO THOSE RECORDS WHICH UNDER THE
RECORDING LAWS IMPART CONSTRUCTIVE NOTICE AS TO SAID LAND.
PAGE 4
COMMITMENT.
MAV-26-9B 10 ,40 FROM ,LAND TITLE GUARANTEE
SCHEDULE B-2
(Exceptions)
10 ,19704764534
Our Order #VTF252407
PAGE 6 /6
.;..
NOTE:ITEMS 1-3 OF STANDARD EXCEPTIONS ARE HEREBY DELETED.FORM 100.00 IS
HEREBY ATTACHED AND BECOMES A PART OFTHE POLICY.IN WITNESS WHEREOF,THE
COMPANY HAS CAUSED THIS ENDORSEMENT TOBESIGNED AND S~~ED ASOFTHE
EFFECTIVE DATE OF THIS POLICY,TOBEVALID WHEN COUNTERSIGNED BY AN
AUTHORIZED OFFICER OR AGENT OFTHE COMPANY,ALLIN ACCORDANCE WITH ITS BY-
LAWS.
PAGE 5
From:Mi ke Mc g ee
To :Ch rist ie Barton ,Lar ry Pa rd ee
Suhjec t:
fwd :To me Cole/J im Mor ter r e
7~U Po tato Pat ch Si te Plan
Re view
;;;N (J T E;;;;;;;;;;;;;;;4 /2 J /9~;;~:J 6 a m ;;
CC :J e ff Atencio
Imet wi th Jim Mo rt er a nd t he o wner-
yesterday and weh a ve i de n t ifi ed a
c o u p l e of o p t ionst o p rovide a
t urnar ou nd o ns ite .J im wi ll b e
reworking the deta ils (min o r)t o
provide ac cess t o th e u pper garage
a pro n_I t appea rs t he ywil l be a ble t o
meet t he inten t (if n o t th e exa c t
s pec i fi cat ions ).Jim ini ti atedt his
p r o j ec t p r i or to t he r oll o ut o f the
II n ew "des ig n g u id el ines .It see ms i n
o u r best i ntere st t o work wi th t h e m o n
t h is one .
I 'l l le t yo u k onwh ow it comes o ut .I
told Mo rt e r t o simp l y ge t b a ck with me
be f ore he g oe s t o OR Bf or Fin a l .I
to ld him I,e ,loes 't need to g et bac k
wi th La r ry t o r eview t hes it e .bu twill
to r a nys ta gi ngi s su es o nce we g et t o
th e p ermit sta ge .
T h anks !
Fw d ;b y:;L a r r y =P a r d ee ;=4 /2J /9~=;9 :1 U am ==
Fwd t o :
Christ i e Bar ton .Mik e Mc ge e.
Ter ri Pa rtch
Mik e .
Pu b lic Works st il ln e e d s to see
t h e new s ite p lan .PWh as 11 other
t h ing t h at they need t o wor k o u t f o r
us.P lea se as k Ji m o rTom t os e nd us a
c o py o f t he new plan .
T hank You
I,P
Pdqe :1
1 0 :07 am .--
,9?0 479 2176 P .01JUN-30-1998 08:54
Vml Fire Department
41 Weft MemWw Drive
Vail,Colorado 81657
97fJ.479-2250
June 30,1998
Jim Morter
Tom Cole
Mortn-Architects
Crossrotub at Vail
143 EtISt MellJ/Dw Drive
Vail,Colorado 81657
Fax Transmittal
Dew Jim and Tom;
.'
I received tMfax you :sent on 6/19/98 reference the de:sign standards you are currently using to design
fIN access The attachment was drafted in 1989 and is no longer applicable.As we discussed,the TOWIl
tkveIope41UUl pulJlisMd a new standard in Janulll'J'1991.~standards were developed and agreed to by
the Public Works Department,the Fire Department,Community Development,and were reviewed by a
variety ofdesign professionals prior to implementation.The standards have been appr'fJvedby the PEC and
Town Council
I believe we offered a copy and advised additional copies were avnilllble from Dominic Mauriello at
Community Development.Use ofand compliance with the current design standards would aIlevifIte the
apparent confusion.The tnlck nllmbers and turning rtullllS on the sheet attached to the fax you sent
yestenlay,are no /ongu valid since we published the new stIlndards llal year.
Please contod lIS ifwe can be ofas:si'fillnce.
MIChael McGee
Fue Marshal
cc:Terri Partch
Do,mnie MllIlIiello
JeffAtencio
TOTAL P.01
A Profess ional Corporation ••••
143East Meadow Drive
Crossroads atVail
Vail,Co lorado 81657
970 /478 ·5105
FAX 970 /4 76-0710
November 19,1997
Lise Fischer
TownofVail Community Development
111S.Frontage Road
Vail,CO81657
DearLise ,
MORTER ARCH ITECTS
The purpose ofth is letteristoverifyour telephone conversation of 11/07/97
regarding Lot17,Block1in Vail/Potato Patch.
Basedonyour conversation withMikeMollica ,youconfirmedthatforthe
purpose ofhe ight calculat ions onalotwithanexistinghometoberemoved ,
ex isting grade w ill be determined basedonthe topography pr ior tothe existing
homebeingbuilt.
I've attached atopoqraph ic surveydated 11/13/97 withprojected grading i nred
pento indicate our determination ofexistinggrade prior tothe construction and
cuUfillofthe building outlined onthesameplan .
Ifyouagreewiththe indicated grading ,pleaseaddth is drawingtothe T.O.v.'s
Lot17file .If not ,pleasenotifyMorterArchitects immediately,asweplanon
proceeding withourdesignbasedonthisdeterm ination of existing grade.
Thank youverymuchfortheassistance.
Sincerely ,
~~~
Thomas A.Cole,AlA
cc:John &Christ ine Bakalar
o 691
NOTE -COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE 5/11/84 0 1....~PERMIT NO.
1.TYPE OF CONSTRUCTrON 1111 11 I VV
2.OCCUPANCY GROUP ABEHIRM BUILDING
DIVISION 1 2 23 3 4 z ELECTRICAL0
GENERAL DESCRIPTION OFWORK :~PLUMBING
powerhookup :::>
...J«>MECHANICAL
TYPE GROUP G.R.F.A.VALUATION PERMIT FEES
BUILDING PERMIT
PLAN CH ECK ;~ELECTRI CAL 35.00 \9 ...
NEW()ALTERAT ION ()ADDITIONAL()REPAIR ()PLUMBING }
DWE LLIN GUNIT S __ACCO MMODA TIO N UNITS __MECHANI CAL I~~
HEIGHT IN FT.__NO.FIREPL ACES --RECREATION FEE ~~
INSULATI ON:TYPE THICK NESS R-VALLUE DESIGN REVIEW BOARD ~C1~~FLOOR CLEAN ·UP DEPOS IT
EXT.WALLS ~UUSETAX
ROOF
~TYPE ELEC.GAS TOTA~RMIT,FEES 35~OF I
SOLA R WOOD I k(~~~-·~~-DATV tf-tt-
HEAT
ADDITIONAL PERMIT S NEEDED :
s.!!INITIA L
~--------------ST.CU T I70NING ADMINI STRATOR DATE
BLAST ING ZONING &BUILDING NOTES:
PA RKING
DEMO
I hereby a cknowledge that I have read this appl ication,filled out in full the information required ,
completed an accu rate plot plan ,and state that all the information provided as required i s 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 Town's zoning and subdivision codes,design
review approved,Un iform Building Code and other o rdinances of the Town applicable thereto.n [j GJ ~i.J Ii J f or J 0 /11 A t .;
SIGNATURE OF OWNER OR CONTRACTOFV'FOR HIMSE LF
ANDTHE OWNER .
o PLUMBINGoFOUNDATIONo
~CONST~~....C~ION PERMIT
to,,~
department of community development
o BU ILDING
[XJ ELECTRICALoMECHANICAL
TOBE FILLED OUTCOMPLETELY PRIOR TO ISSUANCE OFPERMIT
TYPEOFPERMIT
•LEGALLOT 17 BLK 1
DESC .FILING Potato Patch
JOB NAME :WILSON RESIDENCE
OWNER NAME
MAIL ADDRESS
CITY PH .
ARCH ITECT FIRM
MAIL ADDRE SS
CITY PH .
GENERAL FIRM
CONTRACTOR TOWN OFVAIL REG .NO.
TELE.
FIRM Eagle Valley Elec
LECTRICAL
CONTRACTOR TOW N OFVAIL REG .NO.
TELE.
FIRM
PLUMBING TOWN OFVAIL REG .NO.
CONTRACTOR
TELE.
FIRM
MECHANICAL
CONTRACTOR
TOWN OFVAIL REG .NO.
TELE.
OTHER FIRM
TOWN OFVAIL REG.NO.
CONTRACTOR TELE .
the printery/v all
_____AMPM
"
eTION REQUEST
TOWN OF VAIL .
INS
I /'(,I<~/...I
CALLER -!:::=----==--:-:~.,..,.:_---::.---'::..------
MON TUESWED
I '
READYFOR INSPECTION :
LOCATION :_
BUILDING:
o FOOTINGS /STEEL
o FOUNDATION /STEEL _
o FRAMING
ROOF &SHEERoPLYWOODNAILING ---------
o INSULATION _
o SHEETROCK NAIL _
0 _
o FINAL
PLUMBING:
o UNDERGROUND _
o ROUGH /D.W .V ._
o ROUGH /WATER _
o GAS PIPING _
o POOL /H.TUB _
0 _
o
o FINAL
ELECTRICAL:
o TEMP .POWER _
o ROUGH
o CONDUIT
0 _
o FINAL _
MECHANICAL:
o HEATING _
o EXHAUST HOODS ~l_
o SUPPLY AIR _
0 _
o FINAL _
o APPROVED,o DISAPPROVED o REINSPECTION REQUIRED
CORRECTIONS:
/;/f •/~
INSPECTOR [,-7'l~.M//C"':L
r:///~~-.>,<C-_<.-/
/1-9rrDATE..-...;:...-----"-'--_""--....:...._
,....--
.CONSTRUCTION PERMIT NOTE -COPY OF PERMIT TO BE KEPT ON JOBSITE
May 16,1983
UAlt u LJ ..!.j uU
PERMIT NO .
1.TYPE OF CONSTRUCTION 111111 IVV
2.OCCUPANCY GROUP ABEHIRM BUILDING
DIVISION 1 2 2a 3 4 z ELECTRICAL0
GENERAL DE/CRIpTION OF WOrK :R e~l aTe ~PLUMBING::Jtileroowlthmetaonsngefamlly....J
r esidence <MECHANICA L>
Roof 4 ,900
TYPE GROUP G.R.F.A.VA LUATION PERMIT FEES
V R-3 4 ,900 BU ILDING PERM IT
PLAN CHECK 50.50
"'\
EL ECTRICAL 25.25 ~
NEW()ALTERATION (v )ADDITIONAL ()REPAIR ()PLUMB ING ~~DWELLING UNIT S __ACCOMMODA TI ONUNITS __MECHANICAL
P41QGHT INFT .__NO.FI REPLA CES --RECREATION FEE .s
INSULATION:TYPE THICKNESS R-VALLUE DESIG N REVIEW BOARD 10.00 I ~I'~~FLOOR CLEAN ·UP DEPOSIT 100.00 F\:!:~EXT .WALLS USE TAX ~~ROOF
TYPE ELE C.GA S TOTAL PERMIT FEES 185.75
OF
HEAT SOLA R WO OD ~~O ~~---5 ;:T~-f3___ADDITIONAL PERMITS NEEDED :
1.!i INITIAL
~--------------ST.CUT ONIN G ADMINISTRATOR DAT E
BLA STIN G ZONING &BUILDING NOTES :
PAR KIN G
DEM O
I hereby ack nOWledge that I have read this application,filled out i n full th ei nformation required ,
completed an accurate plot plan ,and state that all the information provided as requ ired i s correct.I
ag reet o comply with t he info rmation and plot plan ,t o comply with all Town ordinances and state
l aws,and to build th is structure according to the Town's zoning and subdivision codes,design
review approved,Uniform Building Code and other ord inances o f the Town appl icable th ereto.
/(/,'J "~'/7"t1 V'n
SIGNAT6RE OF OWNER Qfl CONTRACTO RFORHIMSELF
AND THEOWNER.
TOBE FILLED OUT COMPLETEL YPRIOR TO ISSUANCE OFPERM IT
TYPEOF PERMIT
o BUILDING 0 PLUMBINGoELECTRICAL0FOUNDATIONoMECHANICALIKJRoofing
,LE GAL LOT 17 BLK Pn ...n P.t,h
DESC .FILING 1s tFi1i ng
JOB NAME :Wi1so n Re -Ro of
OWNER NAME Bob Wi 1son
Su ite 1000
MAil AQDRESS 303 E W k Dl ••aeer
clTYCh icaao.IL PH.312-23 -
ARCHI TECT FIRM N/A
MAIL ADDRESS
CIT Y PH .
GEN ERAL FIRM Bek c &Assoc iates
CONTRACTOR TOWNOFVAIL REG .NO.
TELE .827 -5711
l L ECT RICAL
FIRM
TOWN OFVAIL REG .NO.CONTRACTOR
TELE .
FI RM
PLUMBING TOW N OFVAIL REG .NO.
CO NTRACTOR
TELE .
FI RM
M ECHANI CAL
CON TRACTOR
TOW N OFVAIL REG.NO.
TELE.
OTHER FI RM
TOWNOFVAIL RE G.NO.
CONT RACTOR TELE.
1M printery /vail
INSPECTION REQUEST
TOWN OF VAIL
fA;I <(!V'I»:
READYFOR INSPECTION:MON
LOCATION :/~~I ~
CALLER
TUESWED
7rfCJ
THUR "FRI _____AM PM
BUIL DING:PLUMBING:
o FOOTINGS /STEEL o UNDERGROUND
o FOUNDATION /STEEL o ROUGH /DW.V .
o FRAMING o ROUGH /WATER
ROOF &SHEER o GASP IPINGoPLYWOODNAILING
o I NSULATION ,o POOL /H.TUB
o SH EETROCK NAIL 0 i
0 0
o FINAL ((O r,f o FINAL
ELECTRICAL:MECHANICAL:
o TEMP.POWER o HEATING
o ROUGH o EXHAUST HOODS
o CONDUIT o SUPPLY AIR
0 0
IoF)NAL o FINAL .
~:PR O V E D o DISAPPROVED o REINSPECTION REQUIRED
,I CORRECTIONS:
DATE ----"~-'--'=r--"---"-------INSPECTOR
I7DATEJOBNAME ---..:...'---_
_____AMPM
CALLER
TUESWED THUR FRI
(ILOCATION:~_
READY FOR INSPECTION:
PLUMBING:
o UNDERGROUND
o ROUGH I DW.V.
o ROUGH /WATER
o GAS PIPING
o POOL /H .TUB
0
0
o FINAL
MECHANICAL:
o HEATING
o EXHAUST HOODS
•o SUPPLY AIR
0
o FINAL
BUILDING:
o FOOTINGS I STEEL
o FOUNDATION /STEEL _
n FRAMING
ROOF &SHEERoPLYWOODNAILING ---------
o INSULATION _
o SHEETROCK NAIL _
0 _
o FINAL
ELECTRICAL:
o TEMP.POWER _
o ROUGH
o CONDUIT ---.:._
o
o FINA ~
/
o DISAPPROVED o REINSPECTION REQUIRED
/
INSPECTOR -"'::=-=~=""':-':;'~==-=-=-=,----,,.L----'--
75 south frontage rd .
vall,colorado 8165 7
(303)476-7000
November 5,1982
Robert H.Wilson
303 E.Wacker Drive,Suite 1000
Chicago ,Illinois 60601
DearRobert :
department o f commun ity developmen t
RE:ORB Submittalof 11 -3-82
On Nove mber 3,1982 the Design Review Boar d approvedthemetal roof
for your residence.Approval was for an AEP,low gloss redwood met a l
roof .
Sincerely,
r~~r----
J'im Sayre
Town Pl anner
JS:df
Project Application
Date Octob er 18 ,1982
Wilson Residence Metal RoofProjectName:--'--_
Project Description :
234-234960601
Owner AddressandPhone :_.!\.!.l~u......u...---Il..LL:ill1J4-.:l..:.l.l-l:~l!I.aJ:;JUu:.....L!.!:.:uu4_.:lU~::......JJ.!U!J_----_
Beck &Associates.Inc.Architect Address andPhone :--=---_.:....:...._
Box 1113.Va il.Co.81658 827-5960
17
Zone :R sidential
Zoning Approved:Existing residence
DesignReviewBoard
Date _----l-+~:........__~L---
Motion by :
Seconded by:
C:PROV3)I
DISAPPROVAL
r
C.,L O >SAEP
//'
:2.
Summary:_.L...,I-!==..!L_-r-_=..::::....=~_..J...u..LLL...z...2_____!.~~~~..l..LSL.:__L._
Date:Date:
Chief Building Official
7tI
34
·1k
,
f/;TOWN OF VAIL BUILDING S>i//?4 4/':;-
~
:".Z PLUMBING 4 z.OO T YPEOF OCCUPANCY AMOUNT E XITS REO .
BUILDING PERMIT 0 -t-)f2.E;..\1<-3 F fj3S7'C>t=MECHANICAL .:5"00 2 38 ro<l:
:J
"7 ~I\A.-("~R-'7S c.::,/PJ9aC)-'ELECTRICAL
13013 V{J.~<l:>M -lJh,o ~573JOBNAMEIt.s oo f OTHER b ZfJrJS"""
DATE OF APPLICATION '-l I Ie 19 t-tA TOTAL I II !I s
I
3/'-/'LTOTALFLOORAREA
a:NAME~\A./,L ~,,~CLASS OFWORK TOTAL LOT AREA :z.<:;'1.3 Y
w
MAIL ADDRESS 'Z '2.1 ,lj .L.J~A.',I r:;.s NEW MALTERATION II ADDITION (I REPAIR II 1/12-Z f-.FLOOR AREA RATIO;:
0
CITY C /.)/LAr.,(J ru..PH ~~t:-..l=l ::>~c-USEOF BUILDING UuE U .COVERED UNCOVERED
a:NAMEH l='I'~It ~S~cx....sa.FT .OF BLDG.~1'-1 'Z.HEIGHT INFT .ICf OFF ST .PARKING 30>-MAILADDRESS ~X ly\3 2.,U NO .OF STORIES SETBACKS OFF ST .LOADINGZ<l:oa:
CITY \fA1/p./(/1 c,'l PH·B 21 S 9~IU>-NO .OF LIVING UNITS FRONT EASEMENTS
>-NAMEIIN...C .AO",,-CONDO.I~L O DG E ~IRI ILloSIDEw>-
MAIL ADDRESS '"'K(,)'X 14 1:3 I-e-J:sa .FT.COMMERCIAL REAR VARIANCE DATEu
CITY V £)II ex 1'1 PH.A 7 '7.,'Not..TYPEOF HEATa:
<l:WATER I)FORCED AIR I)ELEC()UNIT II
-'
LOT 1'1 BLK I FILlN~Yh ,/-11T /~~<l:u COVERING
ClVlwW
E XT.WALLS ('.,.,r-r 1"\ROOF f::JJ-~';;1'-'0 TRACT
G u?R".IG\t)O
APPLICATION
INT.WALLS ~f,FEES 3 :5 '7 so ACCEPTED
1 .T YPE OF CONSTRU CTION I II III IV Q IHR BUILDING PERMIT 3 53 %
SPECIFIED
,
II(Co 992.OCCUPANCY GROUP ABCDEFGHIJ YESNO PLAN CHECK FEES PLAN CHECK
1<-
2 (3)4 '/~/5C.~V~DIVISION 1 FIRE SPRINKLERS PLUMBING
WET STANDPIPE X MECHANICAL 3 '75 APPROVAL
3.USE ZONE DRY STANDPIPE X ELECTRICAL 3Y 5 1
COMB .STANDPIP E X CLEAN UP DEPOSIT 200 .OC /~{,-
SMOKEPROOF ENCLOSURE X .~<!;..~.--:.::5"'0 ex;~E R M I T #-./
GENERAL DESC~ON OF WORK AREA SEPARATION X-1('\TJ1 A L Icr:>~0 ~/.:tI.3 VI
t--.l s uJ ~I:"S I .OCCUPANCY SEPARATION V \l'l -~
•~H A V E1f
SOIL TEST Y.R~~D\II A L IC ATIONA ND ST AT E THAT THE 0
~~:~CC RECT A ND A GREET OCOM PLY
SURVEY X T W N ORDI NA NCE S ,'\ND S T A T E
v:AR ING B UIL DIN G C ONSTRUCT I ON .
SPECIAL INSPECTOR \'._..
PLAN NUMBER s:'NVJ;/r:;",'ift=r<l7")[;L X
,
e
-
~"-,...
•-
Lot 17,.10ek I,
Vail Po..,o Patch
Building I)ermit #126-78
•
box 100
vail,colorado 81657
(303)476-5613
department of community development
December 13,1978
Bob Wilson
3100 Prudential Pla~a
Chicago,IllilllJis 60601
Dear Hr.Wilson:
A Conditional Certificate of Occupancy will be
issued on your resid ence with the understanding that the
paving of your driveway be completed by July I,197~.If
this item is not compl et ed the Town of Vail Building Official
may cause this to be completed at your expense.
Your cooperation in this matter will be greatly
appreciat ed.If there are any further questions please
contact me.
I have read and understand the above condition
Conditional Certificate of Occupany.
-~~~~~W:Marchus ~-=-;>
Chief Building Official
./Z-4//z£2
Date 7 I ----------December IB,197B
Date
SEAL
/1 ,,/)/!1-0 -.J--C (;7!~1 -II (J'j (I I ~C i ;:
NOTARY -P UB LIC
Subscribed and sworn to before me this
1978.
I
/Y i /day of /),.(7(i /i _
I I '~I I
box 100
vail,colorado81657
(303)476-5613
Bob Wilson
3100 Prudential Plaza
Chicago,Illinois 60601
Dear Mr.Wilson:
Wilson eSidence
Lot 17,Block 1,
Vail Potato Patch
BUilding Permit #126-78
department of community development
December 13,1978
A Conditional Certificate of Occupancy will be
issued on your residence with the understanding that the
paving of your driveway be completed by July 1,1979.If
this item is not completed the Town of Vail Building Official
may cause this to be completed at your expense.
Your cooperation in this matter will be greatly
appreciated.If there are any further questions please
contact me.
I have read and understand the above condition f
Conditional Certificate of Occupany.
~~~~>
Chief Building Official
December 18,1978
Date
SEAL
Subscribed and sworn to before me this ~j?;tIday of i21 ~e ~~
1978.
({(JaM a-e -iuiog/y?')
NOTARY PUBLIC
ROBERT H.WILSON
SUITE 3100 .PRUDENTIAL PLAZA
CHICAGO,ILLINOIS 60601
312 -944-2812
December 18,1978
Mr.Mark W.Marchus
Chief Building Official
Town of Vail
Depax:tment of Community
Development
Box 100
Vail,Colorado 81657
Dear Mr.Marchus:Re:Building Permit 1126-78
Enclosed is an executed copy of the Conditional Certificate
of Occupancy,properly notarized.A completed copy of
the certificate would be appreciated for my files.
Sincerely,aJu0t 91 Qv;L~
Robert H.Wilson
ik
enc ,
·~
INs_eTION REQUEST
____----'-(~PMFRI.,
CALLE
IJ MONTU ES
·rl J f tl /'ifLOCATION:__....:..-.:..L.......:"'--""'-------=_=-"'--_---=c;=------>O-'----'---"-'-'----=_
READY FOR INSPECTION :
7 i (J
DATE
BUILDING:
o FOOTINGS /STEEL
o FOUNDATION /STEEL _
1 0 FRAMING
o INSULATION
o SHEETROCK NAIL _
0 _
,/Q FINAL _
PLUMBING:
o UNDERGROUND
o ROUGH /DW.V._
o ROUGH /WATER _
o GAS PIPING _
o POOL /H .TUB _
0 _
o FINAL _
ELECTRICAL:
o TEMP.POWER _
o ROUGH
o CONDUIT
0 _
o FINAL
MECHANICAL:
o HEATING _
o EXHAUST HOODS
o SUPPLY AIR
O __~_
o FINAL
o REINSPECTION REQUIREDoDISAPPROVEDoAPPROVED
CORRECTIONS :!h("J(,E~~~;;I!!l!!~~~~L____'~~.:r:.~~!..__
PAVI!tJu T#I3E uVO-!J.Ll",~P
!lAII/;g,~#,~IL 4-I Nt=<t:=.-o 1'4
([1.---,--'--'-'-.=:....:....:..'"-7-~------'L~~~~"----------------
(2.)
/....---
d,
DATE .1(/_2:~/If INSPECTOR
Ih&p"nler)'N8i1
TOWN OF VAl L
I
INSPEC~N REGUE.ST
!
~.
DATE JOBNAME
TIME RECEIVED AMPM CALLER _
LOCATION _o OTHER 0 PARTIAL
BUILDING COVER PLUMBING ELECTRIC
FOOTING REO.RATING__ROUGH TEMPORARY
FOUNDATION SHEETROCK STANDPIPE ROUGH
VENEER FINAL woe SFRAMING FINAL
FINAL ROOF
PARTIAL PARTIAL PARTIAL PARTIAL PARTIAL
LOCATION:LOCATION :LOCATION:LOCATION:LOCATION:
READY FOR INSPECTION
MON TUE WED THUR FRI A M PM
COMMENTS :_
o UPONTHE FOLLOWING CORRECTIONS:
CORRECTlONS"""""'-J,,
o APPROVED o DISAPPROVED o REINSPECT
7
rr
I \
•
INSPECTOR
,
,r~
~~___'=__.:=..:_L_!.____'__'__"__"'_______
~
~.....-'I .NSPEC~N REGUEST
TOWN OF VAl L
DATE JOB NAME ---,-\_'-"-'-'-_
TIME RECEIVED AMPM CALLER --,-''-:;--_
D OTHER D PARTIAL
READY FOR INSPECTION
LOCA T10N '·-=-"--_--'-----'-_
MON TUE WED THUR FRI AMPM
COMMENTS :_
D APPROVED D DISAPPROVED D REINSPECT
D UPONTHE FOLLOWING CORRECTIONS :
CORRECTIONS 6\,/~Jft --;;711..=-
/
/
DATE
/
--'-----'--"--=-------------
INSPECTOR
ttl.prlnt ltry;vall
J ',........INSPEC~N REGUES.T
TOWN OF VAl L
DATE JOB NAME _\-"-------'----=--_
TIME RECEIVED AMPM CALLER ---:;;--_
o OTHER 0 PARTIAL
READY FOR INSPECTION
LOCATlO N'--'-_
MaN TUE WED THUR FRI AMPM
COMMENTS:_
o APPROVED DDISAPPROVED o REINSPECT
DAT E
/
...,-,
-........,.--_...:..-_------------
INSPECTOR
the prinl.f)"va,1
•
November 17,1978
To:
Attn:
Sirs:
The Town of Vail
Building Department
Mark Marcus
This is to certify that the study area on the 2nd
floor,Northeast corner of our house on Lot 17,Potato
Patch SUbdivision,Vail,Colorado,otherwise known as
780 Potato Patch Drive,will not be used as a sleeping
area.Thuswe seek an exemption from the town to UBC
Ordinance #1404.
Yours truly,
rw/nd
•
PermilNo.
VAILWATERAND SANITATION DISTRICT
WATERANDSEWERTAP PERMIT
L1C .NO ._
L1C .NO ._
GENERAL CONTRACTOR
PLUMBING OR MECHANICAL CONTRACT R _
EXCAVATING CONTRACTOR _
SIZE OFTAP :Waler Sewer -------=10'1::-
NUMBEROF UNITS c;2,~I (x $600 .00 )=Amount ---H-,---J'-I"'~~~~:.:...--__r_=_____=c=.
Dale Billed _
NAMEOFJOB --v:~L!:::~~~e...-----'L:::".~~~~~.DL~;;;;::::-__:::::=_---___,.......--
LOCATION ANDLEGALD
Bldg .Dept.-Wh ite;-Wa ter a nd San itation -Gr een;-PublicWor ks -Ca nary;-Co ntractor ·Pi nk;-Account ing -Go ldenrod
lOTALPOIrITS 2~·t"l)
lO .CO POINTS ,=l.~~5 rt!"""e«-.~~x ~=$(;>2 D.
tCluR
.-
-,
",_I FOIJ.O,iHlG TI!!::CO~?lETI CU OF ccr:srnUCTI o.'l OF All srnUCTUR ES,THE orsrsrcr SWIll."
PER FO,;''1 A Pfr(SIO J...1 ~1 5 .·ECTl C.·1 OF IIlL I'f;.EHI5ES TO CET EF;;-lI ii"n s ~;Lr t'E R OF Pa WTS
TO IlE AS SESS:J)"CO)I:0 I;;'5 TO n s \':Af[:l ;\:;D 5"',,,,;:;t )»FEE.-;::D i'J\TE S(:EEWLE,.\5
NlENDED ,A:m n!E Dl Sm lCT SHALL ~~'.f(£A:1Y f.l.\JU:iT:'"mS N E ~[S S,\:l Y INn ;E 9 ?:IGI;:fJ...
TAP FEE PAID ,nu s 10l 3PECTICtl SHALL .\LSO DETER;-i1NE TI lE J;U I LDWG o.','N ER S HATER
A'ID SOiER SERVICE OW\GE .
BOARD OF DI Rccron s
VAIL 1i.\TCR NlO Si\'-liTA Tlml DISTRICT
~,f:.:...1
•
INSPECTIONREMARKS
(Co nt ractor'sSignature)
'10 C;(./,Receipt #:---'--="--"---.,f---------
(Finance)
Paid:
Perm it Fee 5".00
Bill to:_~'--t-\"J l"-l,,1......e'i1."'-,~~,J-}---------~---------
KG
TOWN OFVAIL PERMITNO.00 81 ~
STREET CUT PERMIT
1 .L l,,)A 94&0 t-krtt4-P /o:fCctJ fb:Rz:A 121 .[fur/
J '.,.~~(\(JObNamwLoca IW::~~~/~
2 .~-r-J!!;11 011)\Y!bL<~E f~ies:
(Excavall ngContractor's Name,Add ress and license NO.)
3.Wo rk is for :ICirc 'eonei e Fb ~GASELECTRICT ELEPHONE T V CABLE
SK ETCHPLANOFWORK AnACHED
Permit No .
VAILWATERAND SANITATION DISTRICT
METER INSTALLATION PERMIT
METERTOBE INSTALLED BY LICENSED PLUMBER WIT ~TOWNOFVAIL..b'/
NAME OF JOB BOB WILSON RESIDENCE .3 /C'()elfudtx:tuJ /Aa~CV;
ADDRESSAND /OR LEGAL DESCRIPTION Lot]7 B )k ]PotatoP atc h
PLUMBING CONTRACTOR E agl e Valley In·umbin g/Andy Beck L1C.NO._......]......]....6 =-=P _
3/4 "MeterSize _Meter Make ..J:Hlle:'-..lr--::Si.te~y<------------
Meter Number 5924 Q 24 Bill th is Amount to Plumber _--,$;>,;9::,4h-'4;u8~---:=---:;--_
DateIssued ,Tll]y 3 1,]978 vel I tJ -/:t -7f f i¥-R'
CALL FOR PHYSICAL ANDMETER INSPECTION WHEN INSTALLED 476-5613 EXT .230
Vail Water &Sanitat ion D istrict
Bldg.Dept .-Wh ite;-Water &sa nitation-Ca nary;-Co ntractor-Pink;-Ac cou n ting -Goldenrod
INSPEC N REGUEST
TOWN OF VAl L
DATE X //7 I JOB NAME I l'--'-----;7--------.--.,...--,-------------
TIME RECEIVED_',--,,-__AMPM CALLER _-=---"---=:....::..!-_
LOCATION _'--'--'--_
,
READY FOR INSPECTION /-
MON TUE WED THUR FRI AMPM
COMMENTS :-'--;,---------r-------'--,--------------------
o APPROVED o DISAPPROVED o REI NSPECT
o UPONTHE FOLLOWING CORRECTIONS:
CORRECTIONS-------------------------------
DATE
/
/~/P .J
I
INSPECTOR
the printery 'v,u l
REG~3
VAl L "YI13 '~
LOCATION _
INSPEC
o OTHER 0 PARTIAL
BUILDING COVER
FOOTING REO.RATING__TEMPORARY
FOUNDATION SHEETROCK STANDPIPE
VENEER FINAL woe SFRAMING
FINAL ROOF
PARTIAL PARTIAL PARTIAL PARTIAL PARTIAL
LOCATION:LOCATION:LOCATION:LOCATION:LOCATION:
READY FORINSPECT ION
FRI AMPMTHUR,
/
WEDTUEMON
COMMENTS:-=--':....:!:...-~~:.=!:..-~~~~?"-----"---'----=-----'---"----------=--------
o APPROVED o DISAPPROVED GREI NSPECT
o UPONTHE FOLLOWING CORRECTIONS :
CORRECTIONS-------------------------------
DATE
/INSPECTOR
INSPEC-AbN
OFII
DATE Z /.1/?~JOB NAME
TIME REC t;';VED _/AMPM CAL-L-E-R~'=""::-7-""'-':::w:...::,-=---=::-,-,--=--------~
o OTHER 0 PARTIAL
('/-1-...-/1 'Y ~'7 L~{j<::'f!!:.e Z I .:;'Jt:~o -
/
/,
FRI AMPM
READY FOR INSPECTION
WED THU~
£(Pa /0
MON TUE
.i>
COMMENTS:/--.-r /'.J Qed
//#'P 7"7/-7/
/
o DISAPPROVEDQAPPROVED---~UPONTHE FOLLOWING CORR :CTIONS:;
CORRECTIONS (;/-.?-..u 2 f _f,
/C7
/
I
//0 r:
o REINSPECT
L
DATE
INSPECTOR
lite prinl ery 'II.l11
_REo.UE·ST
OF VAl L
CA LLER _--'--'--=----'::.:-::--=+-_.....,..:..,.,"'-'-'--..:>,-_
PARTIAL
LOCATION:
PARTIAl
o OTHER 0 PARTIAL
TI MER Ec'EIVED----'-~.:.._==::;;..;
.lOCATION:
MON TUE
READYFORINSPECTION
WED T"HUR )
'"---//.,
COMMENTS:_
.--o APPROVED o DISAPPROVED o REINSPECT
o UPONTHEFOLLOWING CORRECTIONS :
CORRECTIONS-------------------------------
DATE
•INSPEC~N REo.UES ·T
TOWN OF VAl L
-"---!--'--JOB NAME
TIME RECEIVED_---''--_AMPM CALLER _!....-'-----'.....:.....---L.!..-_
ILOCATION_--=---'--_o OTHER _
READY FOR INSPECTION
MON WED THUR FRI---~-'-/....:./'-<eYPM
o APPROVED ------!2J.DI-SAPP ROV ED o REINSPECT
/
~UPONTHE FOLLOWING CORRECTIONS :
~/-..
/
/
DATE
INSPECTOR
th e p rlnlery :"i1,1
REBUEST
TOWN OF VAl L
DATE JOB NAME _
TIME RECEIVED AMPM CAllER _
PARTIAL
lOCATION;
VENTI lATlON
PARTIAL
lOCATION:
PLUMBING
PARTIAL
STANDPIPE
w ocs
lOCATION:
COVER
REO.RATliltG __
SHEETROCK
PARTIAL
FOOTING
FOUNDATION
BUILDING
lOCATION:
o OTHER 0 PARTIAL.lOCATION _
READY FOR INSPECTION
MON TUE WED THUR FRI AMPM
COMMENTS:_
o APPROVED DDISAPPROVED o REINSPECT
o UPONTHE FOllOWING CORRECTIONS:
CORRECTIONS-------------------------------
DATE
INSPECTOR
•INSPEC~N REGUES ·T
....
TOWN OF VAl L,...I /~./"I
DATE '/~J I ("i JOBNAME .....;Vf::...:......<-J.-'-'-;--=---=;:::-<-.:........,t;:::;--'-....:...:r-------_
TIME RECEIV tD "I?),AM)PM CALLER _~_--"--~~~~'---!.~,..-----------
o OTHER 0 PARTIAL
READY FOR INSPECTION
LOCATION ..,--_
1 0 -,17
,/
MON TUE THUR FRI AM (PIYI.J
COMMENTS :_
o APPROVED o DI SAPP ROVE D o REINSPECT
o UPONTHE FOLLOWING CORRECTIONS:
CORRECTIONS-------------------------------
DATE Z;p~,/INSPECTOR
•INSPEC ~N REBUEST
TOWN OF VAl L
;(e::.-<:~
-?A··j "le --li e.I ;
BUILDING COVER PLUMBING MECHANICAL ELECTRICAL
REO.RATING __ROUGH VENTrLATION TEMPORARY
FOUNDATION SHEETROCK STANDPIPE HEATING ROUGH
FINAL woesFRAMING HOODS FINAL
PARTIAL PARTIAL PARTIAL PARTIAL PARTIAL
LOCATION:LOCATION :LOCATION:LOCATION:LOCATION:
""
o OTHER 0 PARTIA L.
READY FORINSPECTION
LOCATION _
MON TUE WED THUR FRI __----'-AMPM
COMMENTS:_
o APPROVED o DISAPPROVED o REINSPECT
o UPONTHE FOLLOWING CORRECTIONS :
CORRECTIONS-------------------------------
DATE
I NSPECTOR
•INSPEC ~N REo.UEST
VAIL
DATE ...."..,~JOBNA ME --------;7---..-----;--------------
TIME RECEIVED A:;'!PM CALLER ----fH.J=;r-~~::c:=-----------------
TEMPORARY
ROUGH
FINAL
PARTIAL
ELECTRICAL
PARTIAL
MECHANICAL
VEN.T1LATION
HEATING
HOODS
PARTIAL
PLUMBING
ROUGH
STANDPIPE
woe S
FINAL
PARTIAL
REa.RATING __
COVER
PARTIAL
FOOTING
FOUNDATION
FRAMING
BUILDING
LOCATION:LOCATION :LOCATION:LOCATION:LOCATION:
D OTHER D PARTIAL.LOCATION _
READY FORINSPECTION
MON•TUE WED THUR FRI AMPM
COMMENTS:_
o APPROVED D DISAPPROVED D REINSPECT
D UPONTHE FOLLOWING CORRECTIONS :
CORRECTIONS -------------------------------
DATE
INSPECTOR
the pri nklryi \fa tl
•INSPEC ~N REo.UEST
TOWN OF VAIL
7 £b-tZ tv I t?~qDATEJOBNAME
TIME RECEIVED AMPM CALLER _
BUILDING COVER PLUMBING MECHANICAL ELECTRICAL
REO.RATING __ROUGH VENTrLATION TEMPORARY
FOUNDATION STANDPIPE HEATING ROUGH
FINAL
IN 0CS
FRAMING HOODS FINAL
PARTIAL PARTIAL PARTIAL PARTIAL PARTIAL
LOCATION:LOCATION :LOCATION:LOCATION:LOCATION:
o OTHER 0 PARTIAL.LOCA TlON _
READY FORINSPECTION
M ON TUE WED THUR FRI AMPM
COMMENTS:_
o APPROVED o DISAPPROVED o REINSPECT
o UPONTHE FOLLOWING CORRECTIONS :
CORRECTIONS -------------------------------
I },(
I
DA TE I
I
I
f
t
•I
IN SPECTOR I(
l hoepr lnlery '~il "
INSPEC ~N REGUEST
TOWN OF VAIL
BUILDING COVER PLUMBING MECHANICAL ELECTRICAL
FOOTING REO.RATING __ROUGH VENTrLATION TEMPORARY
FOUNDATION STANDPIPE HEATING ROUGH
FRAMING FINAL woe S
HOODS FINAL
PARTIAL PARTIAL PARTIAL PARTIAL PARTIAL
LOCATION:LOCATION :LOCATION:LOCATION:LOCATION:
o OTHER 0 PARTIAl.
READY FORINSPECTION
LOCATION _
M ON T UE WED THUR FR I A M PM
COMMENTS:--''---_
o APPROVED o DISAPPROVED o REINSPECT
o UPONTHE FOLLOWING CORRECTIONS:
CORRECT IONS-------------------------------
DATE
INSPECTOR
th.pr lnlllt,i vdll
DESIGN REVIEW BOARD•April 13,1978DATEOFMEETING:-------------
MEMBERS PRESENT:BILL RT:JOFF
LOU PARKER -
BILL BISHOP .-
RON TODD
ABE 8IIAP!FtO
SUBJECT:WilsonRes i dence
17 FILING Vail/Potato Patch
ACTION TAKEN BY BOARD:
MOT ION __-"==<:.J..>o..Ll--.1..!I:::.f-_SECONDED BY:~
AGAINST :_./'
?--...
VOTE:FOR:--_--".L-_
ABSTENTIO N:__
APPROVED:X
i
DISAPPROVED:_
SUMMARY:·----------------~____l~-J--+--!---'---------
CHAIRMAN OF THE BOARD
...,..•
SINGLE FAMr"LY RESIDENTIAL AND RESIDENTIAL ZONING CHECKLIST
Owner:
Legal Description:~~il
W~I yo"""
Zone District:PIs
Architect:
Proposed Use:
f elK I,Lo-I-(7
Ie /q /,k!
Lot Area:3 ~7Y1 Minus Hazard Area:
I
Equals Buildable Area:
Height:Actual --..!...-_---
Front ,------Actual -
Setbacks:Required -Front 20 I V Sides 10'+~,Rear20 1 +L.=.::._----
Sides C;5,\.oj S ,Rear _
I
Distance Between Buildings:Required Actual------.,------
G.R.F.A.Allowed:Buildable Area x---
Site Coverage:Allowed Lot Area
Landscaping:Required Lot Area
Parking:Required ~
Drive:Slope Permitted e:
_~%=<..-/,5 3 ?Actual ~/Y 5 3-
x %=<----------
x %=----'----------
Actual a
Slope Actual 10 0
/0
Parking and Drives Must Be Paved -",
Environmental/Hazard:Avalanche _
Flood Piain
Slope
«os e,1.5
(JJ/L /Lu/~I-(
Date
Trees Removed ----------
Distance From Creek t'\D-------
f\D
Kcz ",,+
Zoning Administrator
Comments:IP lr;'-"~t.Vt.(Y Vl <z.(l e:I )
~f V "v "(I (i '"Xc.r;s ~
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BUILDING PERI·lIT APPLICATIOil
OWNER
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CONTRACTOR
Phone
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Nam ~~~I ~."V Phone ~27 -S 'j"~I~
ARCHITECT Address \b.-JX /JI}~
City l (),,:I St.Cn /'Zip ey(O ~"(
LEGAL
DESCRIPTION
Lot
Tract
Blk Fil in
BUILDING
ELECTRICAL
CONTRACTOR JOB VALUATION
MECHANICAL-----i---------------------lEXCAVATING
PLU~lBI i ~G
TOTAL "\,,~""'\---~~~7 2 ~O
ONLY CorlTRACTORS THAT ~~I L u dN iES &PERMITS '•
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SIGiv\TURE OF APPLICANT
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Rear :20 S .{
Rea r ?s ./'-Fr ontActual
Required -Front5ETBACKS:
zou I NG CII [CKL 1ST ...
Dato Pal d ,e SUMMAHY ...
~RO J ECT i h/v/Y.~&I ~.i ;RCH I TECT ,.....h ..l-/2."-,,,~"-)---7-_i~EGAL DESCRIPTION k l ,It 11+/)W!,6tozr;IlVCt
;(i PROPOSED USE (S)~vk -lc hr /4 .'0 t/a i F ROtHAGE iP l /t -//S'I loT /1-/0.[/
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Sides /O-l 5:s /()t$~(',
S I des E JI{)t.J 5 0
l lSTArJCEBETWEENBU ILDINGS :Requi re d _______,Actu al ___________i
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;o r~M E R C I A L F LOOR A REA:P ercent age allowable ,A ll owable sq.f t.··----------
Actua l s q.ft .
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JSEABLE OPEN SPACE :Require d sq .ft .,Actual _____sq.ft .,
Gr ound Level _____%,Co mmon ---_%;
_ANDSCAP I NG:Required %,----____s q.f t.
)ARKI1~G AND LOADIIJ G:No.Re quired ,Cove red Re-
)ESI~N REVIEW BOARD APPROVAL
~ON I NGAP PROVA L
Da teChairman,Design Revi ew Board
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____%No.;1u i re d
JT IL ITIES APPROVAL
Town Eng in e er Da te
:NV IRO N ME NTAL I MPACT APPROVAL
~1a y o r Date
)a te Subm itted for Z oning Re v i e w
la te Submit ted for Desig n Re view
Ja t o Sub mi tted f or Envi ronment a:
.x t ens i on of
j tem
,Dead l ine Date------
,Dead l ine Date------
I mpactRe viow
t o
date
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as permitt ed
ly Section o f Or di nance No.8 (S e ri es of 1973).
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ME MBERS PR ES ENT:
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