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Qrro*r"rNr oF ..MMUNITY oruiDor*r*,TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2t38
\^o\ tt
-S\V.. G
$0.00 TOTAL FEES-------,--,-- > S3,604.35 Total Permit Fee-..,----> $3,604.36
Payments---
U.^---\ !-ru\---.-n-in
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT Permit #: 805-0220
. Job Address: 2935 BASINGDALE BLVD VAIL Status . . . : ISSUED
Location.....: 2935 BASINGDALE BLVD. Applied . . : 08/05/2005
Parcel No...: 21031431U)17 Issued . . : 09128/2005
Project No : PRl05-0071 Expires. .: 03l2ll2M6
owNER SCOI_,NrCK, SHERYL L. &JAy 08/O5/2OO5
36 SEDGWICK DRIVE
ENGI.,EWOOD
co 80110-4r.1_0
colfrRAcToR PREMIER COMMIJNITY HOMES I-,TD.08,/05/2005 Phone: (303) 573-0067
2442 S. DOWNING STREET
DENVER
coLoRADO 802L0
L,icense: 363-I-,
Appl,rcAlrr scolNrcK, sHERyr-, L. &JAy 0B/os/200s
36 SEDGWICK DRTVE
ENGIJEWOOD
co 80r-10-4110
Desciption: NEW MODULAR HOME
Occupancy T}'pe Factor Sq Feet Valuation
Totafs... 2,86L $247,500.00*
Number of Dwelling Units: I Town of Vail Adjusted Valuation: $247,500.00
Fireplace Informarion: Resrricted:# 0f Cas Applianccs: I # ofGas Logs: 0 I of Wood Pallet: 0
FEE SUMMARY
Building---> $1.,822.55 RestuarantPlanReview-->
Plan Check-- > 51 , 184 . 65 Recreation Fte------ >
$0.00 Total Calculated liees---> 53,504.36
5429.15 Additional Ftes-------- > $0.00
Invesdgation->
Will Call---- >$3.oo
BALANCE DUE_-_.-- >$0.00
Approvals:
IIEM: O51OO BUIIJDING DEPARTMENT
O9/o7 /2005 cgunion Action: CR review corunents sent to appl icant 9/7/05.
corrections
reguired.
o9/28/2oo5 cgunion Action: coND approved corrected drawings. state of
colorado
approved manufactured home plans required to be submitted prior to delivery of
the home .
10/1-5/2006 cgunion Action: AP approved revised stair plan
rtem: 05400 PLANNING DEPARTMENT
O8/I3/2O05 Warren Action: CoND
Lo/09/20o6 WARREN Action: AP The Planning Department has reviewed the
revisions to
the foryer and st.airway. This changed added 120 square feet of GRFA to the
proj ect .
Item: 05500 FIRE DEPARTMENT
09/ol/2005 mvaughan
09/ot/2005 mvaughErn
Item: 05500 PIIBLIC WORKS
oe/20/2oos gc
Action: AP see conditr"t
Action: COND
Action: AP
Item: 05550 ENGfNEERING CMIJS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV BY TELEPHONE AT 149 OR AT OUR OFFICE FROM 8:m AM - 4
PM.
SI TURE OF OR CONTRACTOR FOR HIMSELF AND OWNEI
****+**** ****+*'i***,i **:l*'|* * ** ****+**+++**+*** **+*** +*++*'i* ********* ****f *++********* '1.**+*** *
TOWNOFVAIL. COLORADO Statement
SEatement Number:
Palment Method:
R050001710 tunount:
Cash
$207 .72 IO/L6/2Oo6L0;44 AM
fnit: DDG
Notation:cash
Permit No:
Parcel No:
Site Address :
Location:
This Payment :
ACCOUNT ITEM LIST:
Account Code
BP 0 010 0 00311110 0
PF 0 010 0 0031r"23 0 0
RF 11100003772700
BUITDING PERMIT FEES
PI,AN CHECK FEES
RECREATION FEES
*{.*'}***+ t* ** {i * + *** * *'t*** f *+******** * *** ** *< ***** **** +****+*+*++**:t***** *** ++++******'}**** ** **
B0s-0220 TIT)e: NEW (SFR, P/S,DUP) PERMIT
2103-143-1001-7
2935 BASINGDATJE BLVD VAII'
2 9 3 5 BAS INGDAIJE BI'VD .
Tota1 Fees;
5207 .72 Total ALL Pmts:
Balance:
Description
$3,604.35
$3,504.35
$0.00
Current Pmta
15.80
L t2.>Z
15 .00
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APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN
L BUILDING P Separate Permits ire requireU electrical, plumbing, mechanical,etc.!
-occb
ruw0ryilt
75 S. Frontage Rd.
Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections nii___
CONTRACTOR TNFORMATION
Ct;r4rYtu'u/T)2i'4482"n'#PnaEus
ATTENTION:ffi
COMPLETE EVALUATIOXS_IFOR BUtLDING pERMIT (Labor & Materiats
REVISED AMOUNT:$ T, M ELECTRICAL: $ (OO OTHER: $ -4-
PLUMBTNG:g _g MECHANICAL: $ e REVISED TOTAL: $ z, 5M --
For Parcel # Contact Assessors Offiqe at 970-J2B-8640 or visit
FOR OFFICE USE ONLY
Job Name:d.rdtc rc
' 36 s6o4 4^t
REASON FOR REVISIO]\ISJ
WorkClass: New() tditi"rl_]_rymodet( ) Repair( ) Demo( ) other(
Work Type: lnterior ( ) Exterior ( ) Aotft 1uf Does an EHU exist at this location: yes ( ) No ( )
Type of Bldg.: single-family (iy'Two-famity ( ) Mutti-famity ( ) commerciat ( ) Resraurant ( ) other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: t)tV€
GasLogs( )Wood/Peilet( ) WoodBurn
:GasAppliances( )GasLpSs( ) Wood/peltet( ) Wood
Flcdev\FORMS\Permtb\Bu ding\buitding_revision_1 1 _23-2005.doc Page 1 of 2 12t8t200s
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG
Building Permit
97 M7 9-21 45 ( I n s piec'ti o ns )
TCIIf}{0r uil,N TO TOWN DING PE
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657
plans. No further inspections
roved. ***
BSE:qccb
CONTRACTOR IN FORMATION
General Contractor:F,ei;aiz4*tZgg'i#Town of Vail Reg. No.:
363 -L ":y*il!E\"n" nFftaBus
qzo ^ jso - z-7. Ab
ATTENTION: JOE, JR. CHARIIE. GRf,G. CHRIS
c o n tracto r
"'
nn "'u' "' 2/ zo arl/_____a
COMPLETE EVALUATIONS FOR BUILDING PERMIT (Labor & Materials
REVfSEDAMoUNT:$ 1, M ELECTRICAL:$ 6DD OTHER:$ -C+--
PLUMB|NG:, -2 MECHANICAL:$ _e REVISED ToTAL: $ .2, 5M --
le Cou Assessors Office at 970-328-8640 or visit www.
Parcel #
J/03//3tooz/
JobName: fav g44y'tcK JobAddress:
=q35
g/gs,//vq D,AU &,
Legal Description Loti /1 Block:. f Filing:Su bdivision : NIk tjla *UB /D . 4tA
Owners Name:14y sALPlcK Address: s6 s EOq A^E/t r,W)yF^'hon")^?d.? -e/y^'B!5
ArchitecuDesioner:
no o ra rtVC / 4 Pt tilTk f// BI /tt AddreSS: .L r rr L E fert, a()J4/ rlEf ,nLAMts Av. an /7.)f9;Zt -7//-87?s
Engineer: K Ery lpNsD4-/f/vE ,)H)T, PoA '{€ "nre sa Phon.u, - qlv-?37/
REASON FOR REVISIONS:
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo( ) Other(f
WorkType: lnterior( ) Exterior( ) Both(14'Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Singte-family ( yf Iwo-+amily ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: A/yZ-No. of Accommodation Units in this building: AN€
NoiTvoe of Fireplaces Existinq: Gas Aopliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (
No/Tvpe of Fireolaces Proposed: Gas Aopliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( 7z)- No ( )Does a Fire Sprinkler System Exist: Yes ( ) No (
For Parcel # Contact
FOR OFF]CE USE ONLY
Flcdev\FORMS\Permits\Building\building_revision_1 1 -23-2005.doc Page 1 of 2 121812005
o
Questions?Call the Development Review
o
Coordi nator at 47 9 -2L28
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I have rea
Applicant's
Date of submittal: l2:L0b
Received By:
dJ
rum{0ryIIi,
Department of Community Development
Project Name:
Project Address:
This Chekhlst must be completed before a Building Permit aooliation is
accepted,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy ofapproval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted (4)
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan (a) included (refer to Public Worla checklist) No dumoster,oarkino or material
storaoe allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaCes shown
rl
have read and understand the above listed
Flcdev\FORMS\Permits\Building\building_revision_1 1 -23-2005.doc Page 2 ot 2 12t8t2005
Department of Comm unitT D euelnpment
75 South Frontdge Rodd
Vail, Colorad.o 81657
970-479-2r38
FAX 970-479-2452
www.uailgou.com
Bill Gibson, AICP
Town Planner
Town of Vail
f4
bo| -62 2-'5
July 13, 2007
Premier Community Homes, LTD
Attn: Craig
Fax: 303-573-0077
RE:Scolnick Residences - 2935 Basingdale Blvd./Lot 19, Block 6, Vail Intermountain
Dear Craig,
The Town of Vail Planning Staff has conducted a Final C/O inspection for the new Scolnick
Residence located at 2935 Basingdale Blvd. As we discussed in our phone conversation, the
following items must be addressed before final approval from the Planning Department will be
issued:
. grade adjacent to the lower eastside stone column must be raised to cover the bottom of
the column o the cardboard wrap on the two piers located beneath the driveway and garage must be
removed and the piers must be painted black to match the other piers on the site . the construction debris and trash on the downhill side of the site must be cleaned-uo
Once the above listed items have been completed, please call our inspection request line at
(970) 479-2138 to request a re-inspection by the Planning Department.
lf you have any questions or comments, feel free to contact me directly at (970) 479-2173.
Sincerely,
Z-r/zZ.-- fu.4-.<----
$ rrrrrrno ,nrr*
NOV, 1e 2OoO 2:29PM HP LRSERJET 32OO o p.2
KTIM CONSULTANTS, INC.
P.Q.Box 4572
Vail, Colorado 81658
(97O) 949-9391
FAr (970) 949-1577
orl
JOB
6|EEtr NO.
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EbAtleANc'LED Il l++ ll ll , r, ..7/ . 'ffi;ti'ANqLr4' lt tli, it ,\ 11 ,( nh[TJ,Ji:l *,
il /// lll\rl :tk\l N{t % lll N VALLET *"
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KRM"'NSULTANT=, rNc.
P.O.tsox4E;7P
Veil, Colonado Bl ESE
[97O]B E-E|SS|'l
Itr4'x)c49.4677
FAX TRANSMITTAL
DATE: 11t17120W
FAXfO:
1. NANE: Sbn
COIilPANY: Towr of Vail Gommunity Devetop
FAX: 479-2452
NATIE;
COHPANV
FAX:
NATE:
oonPAtfit:
2 MTIE:
@HPAMI:
FAX
JOBNUIIEER:
PROJECT:
FA t /4'4*m
050s21
9colnlck Residence Bulldhg PermltfB0g{2Z0 .-"d4.-
wE TRANSffiIT HEREWTH THE rcLLOWNG mEHS (tN A,/DtTt(
#PA6ES; DESCNPTION:
detail br conneslion of valley beams wy-
'EflAR,(S:
Stan: .l-looked at he way chuck Phebus framed ihe dormers, and it looks OK cxceptfur the leck of connacfon tur uPlift sf thE yalley beams. ryq Feds to edd lags as slrovvn In the atbched de'tall: Let me know lf you have
any quesfons. I hrve +.mailed thia detait to Chuck
SIONED:
Tuerday, November 21, 2006 8:23 AM Charluir F Phebus 970 5247308
KRM CONSULTANTS, INC.
P.O. Eox4572
Vail, Colorado 81558
(970) 94e-e3et
F$( (970) 94e-t877
No. | --ot I
ce'cur^r-n---.]4-RM-- onn tt /tZ /ot't
CTGOGD 9Y-...=- OATE-3/o" -- tt*o
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
970-479-2138
PROJECT TITLE:
NEW (SFR,P/S,DUP) PERMIT
Job Address: 2935 BASINGDALE BLVD VAIL
Iocation.....: 2935 BASINGDALEBLVD.
Parcel No...: 21031431mn
Project No ' 1805tr'711
It,t,t***)**)****)t)tl.:1.****,*rti.**,****,t:t*)*rt,***,|**:**ir*|rr*tl,l,|**t)t*:l:1,*)*:t:t)*:**:**)a*** FEE SUMMARY
Building---> S1,805 - 75 Restuarant Plan Review->
TOTAL FEES-------------> S3 , 3 96 . 64 BALANCE DUE--------- >
Qrro*r"uNr oF coMMUNrry ue.?opvreNr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
OI'INER SCOLNICK, SHERYIJ I.',. & JAY 08/05/2005
35 SEDGW]CK DRIVE
ENGLEWOOD
co 80J.1_0-4110
coNrRAcToR PREMTER COMMINITY HOMES LTD.08/0sl2005 phone: (303) 573-0067
2442 S. DOUINING STREET
DE}VVER
coLoRADO 80210
License:353-L
APPLICANT SCOIJNICK, SHERYIJ L. &JAY O8/O5/2O05
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
Desciption: NEW MODULAR HOME Occupancy Tl|pe Factor Sq Feet Valuation Totals... 2,767 $24s,000.00*
Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: $245,000.00
Fireplace Information: Restictod:f of Gas Appliances: I
Permit #: 805-0220
Ao5'o o7 4
Stafus...: ISSUED
Applied. . : 08/05/2005
Issued. . : 0912812005
Expires . .: 0312712W6
# ofGas Logs: 0 # of Wood Pallet: 0
$0.00 Total Calculated Fees---> 93,396.64
$0.00 Paymen$---------- .------> $3,395.54
Plan Check--> $L,L73.74 DRB Fee-------------> $0.00 Additional Fees---:---> $0.00
lnvestigation- > $0.00 Recreation Fee------> $414.15 Total Permit Fee------ > S3,396.64
WiU Call---->S3. oo Cle{n-up Dcposit----->
$0.00
Approvals:
Item: 05100 BUII-,DING DEPARTMEI{T
O9/O7 /2OO5 cAunion Action: CR review comments sent to applj.cant 9/7/05.
corrections
reguired.
09/28/2005 cgunion Action: COND approved corrected drawings. state of
colorado
approved manufactured home plans required to be submitted prior to delivery of
the home .
It.em: 05400 PLANNING DEPARTMEIflI
o8/L3/2oo5 warren Action: COIID
Item: 05600 FIRE DEPARTMENT
o9/oL/2oo5 mvaughan Action: AP see conditions.
o9/oL/2OOS mvaughan Action: COIID
Iten: 05500 PUBL,IC WORKS
o9/2o/2oos gc Action: AP
rIEM: 05550 ENGINEERTNG
See page 2 of this Document for any conditions that may apply to this permit.
DBCLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan
and state that dl ttre information as required is correct. I agree to comply with the information and plot plan, to comply wittr all
Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design review
approved, International Building and Residential Codes and other ordinances ofthe Town applicable thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY.FOI.JR HOT'RS IN ADV
PM.
BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
SIGNATURE OF OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE 2
* * * ** *d. * * * * *** * {r * * * 't :F1.,1.*{.********:F**t ,Fd<*******:F**{.,t {.!r***********,t(******r.*{.,t * * * * *,F *r 4.,F,k ** * * * **x* **x**** ***
CONDITIONS OF APPROVAL
Permit #: 805-0220 as of 09-28-2005 Sratus: ISSUED ***:t****+:F:1.*** *** **.*************{r***{<*****+*********** **************** *************t 'r*r.**************{.**
Permit Type: NEW (SFR,P/S,DUP) PERMIT Applied: 08/05/2005
Applicant: SCOLNICK, SHERYL L. & JAY -JT Issued: 09t2Bt2W5
Job Address: 2935 BASINGDALE BLVD VAIL
Location: 2935 BASINGDALE BLVD.
Parcel No: 210314310017
*****{.*.+:t:t:f *******.******4!********+*******r(,f *.*****:t ,*,t ,t *,t**,t *** * * * ************* * ****{<,t<d<,F,} *<{<,t *r<**+*****:k,t<+4(
CONDITIONS
f**:8*:*:1.***{.,1.{.*************************:tr***i*,1**{<****,f{.***:1.:t**************************{.****************r<*ri<
Cond: 33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITTED AND APPROVED PzuOR TO REQUEST FOR A FRAME INSPECTION.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FOR CODE COMPLIANCE.
Cond: CON0@7,140
The applicant shall replace the synthetic stone on the structure/support
columns with real stone veneer. The Town Of Vail does not permitted the use of
synthetic stone.
Cond: CON0007497
monitored fire alarm system required
Cond: 18
(BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003IRC OR
SECTION IMg OF THE 2OO3IBC.
Cond: 19
(BLDG.): GUARDS ARE REQUIRED TO MEET sEcTIoN R3l2 OF THE 2003 IRC OR SECTION
l0l2 0F THE 2003 IBC.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R31O
OF THE 2OO3 IRC OR SECTION 1025 OF THE 2OO3 IBC.
Cond: CON0007588
soils engineer must approve the drilled pier footing depths into bedrock as
indicated on the structural plans prior to footing inspection approval
Cond: CON0007589
State of Colorado Division of Housing approved plans must be submitted and
approved by TOV prior to delivery of the home.
*t'l****+t+++a******'i'*'}*+*t+a******tf**t**++***++++t+'l************+*******t************++++*+
TOWNOFVAIL. COLORADO Statement ******+** ++i*++* **** **** ***+++++++ *** +****+ * ***++ ***lt***+ *******:|***** * *'lr* * *** * +* ** ***,* ** '* **
Statement Number: R050001501 Amount:
Pa)ment Method: Check
III 104
$3,396 .64 09/2e/200501:35 PM
fnit: DDG
Notation: Samuel- L,, Qwin
Permit No: 805-0220 Type: NEW (SFR,P/S,DUP) pERrqrT
Parcel No: 2103 - 143 - 1001- 7
Site Address: 2935 BASINGDAL,E BIrVD VAIL
LOCation: 2935 BASINGDAI,E BIIVD.
Total Fees:
Total ALL Pmte :
Balance :
$3,396.64
$3,396.54
$0.00
This Payment :$3,396.54
****t*t**'t******l++t**l****++f,**i*****+++++*t***+***+t****************t++*+f****************
ACCOI.JNT ITEM LIST:
Account Code Description Current Pmts
BP 0 01000 03111100
PF 0 01000 031123 0 0
RF 11100003 tL2700
wc 00100003112800
BUII.,DING PERMIT FEES
PIJAN CHECK FEES
RECREATION FEES
IVIIJIJ CAIJL INSPECTION F'EE
1, 805.75
t,L73 .74
4L4 . L5
3.00
APPLICA
o
TION WILL
Orl
N or B E Ac c E pr E D, F, N c o M p L EJrEoie: w:,: J F i# r*i I
mmt0FVln OF VAIL BUI ERMIT APPLI
Separate Permits are required for electrical, plumbing,
Psil$i"ns Peryit*:
9to4t-s-".ztts"lhipectip.ns)
l, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657 $-oLLo CONTRACTOR INFORMATION
Email aUdress:
COMPLETE VALUATIONS FOR
ffi**tffiIffiFoR OFFICE USE ONLYffi
Date Received: ,
F BUILDING PERMIT & Materials
BUILDING:E 2F(.00C ELECTRICAL:E jO@ OTHER: $
PLUMBING:$ qOOO MECHANICAL,$ l€.000 rorAL:$ )qS ,ASO
For Parcel # Contact Easle CounU Assessors Office at 970-328-8640 or visit wvwv.ea
P,ef,c"F-!.#2ro3-\Ltj-t0-6!l
Job Name:-,^o
f nul Qr.ardgnrc Job Address: 2q3t f\asinqd"te Nd.
Legal Description r-ot: l{Block: (Filing:subdivision : I-n$^*"af* n
Owners Name:-g*5.,tni&Ad d ress : 24t 2 So. b,.i,riaqit. S.ri |e ?0 t|l fi["S? /aod s v 3 - oegi
*t{ff[T:91%,*e [T-p ^gJR% uJe+A.tandAva L;{t..00', Co eoilShR8i\vqq -ttq"
Engineer:(,; R.lt,c(>hpp pe Inoorest'fu BonHs'22 vhit c0 f(i6K tnHtui\qHq-q3qr
Detailed descriotion of work
ranr.l-(uc,f-l'o"n crP ne^rr
A.
s,rnatr $"'^^l- kp'"tr -- c.pofok. ?3@o.€f./\)WorkClass: New[r/) Addition( ) Remodel ( ) Repair( ) Demo( )Other ( )
WorkType: Interior( ) Exterior( ) Both($Does an EHU exist at this location: Yes ( ) No (Vl
Type of Bldg.: Single-family (yJ Two-famity ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: O No. of Accommodation Units in this building: Q
Noffvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (
Noffype of Fireplaces Proposed: Qas Appliance. d-) e". Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Does a Fire Alarm Exist: Yes (y') No (Does a Fire Sprinkler System Exist: Yes ( ) No (,
Document2 P:'JO ,hrc,0N , C'UV 0s120t200s
o o "a
qa
tl
r
TOlt'NM
Department of Community Development
Project Name:
Project Address:
{ This Cheklist murt be ampleted bforc a Buildina Permit apotication is
arcofud,
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy ofapproval form
Condominium Association letter of approval attached if project is a Multi-Family complex
Plan Check Fee required at submittal for projects valued over $100,000.00 (See attached
Construction Fee Schedule for calculations)
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumpster.parkino or material storaqe
alloived on roadwavs and shoulders without written aooroval
f
o
F
/
P
-{.{f
F f
F
/
/
/f
Window and door schedule
Full structural plans, including design criteria (i.e,loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Repoft must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of fireplaces shown
I have read and unde
Applicanfs Signature:
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)I Crl l\.1 9l!|llatulg \|1ll \rtJl I lll llil t,lcll All(J lvlultl lalllllly, a-\
inclutng building sections and elevations(3 sets of plans for remodefladditior(" r"ts)
v SFR-E;d Duplex, 5 sets of plans for Multi-Family and Commercial Buildings) -
Date of submittal: Areth, 2C0S
d the above listed submittal requirements:
Docum€nt2
Received By:
05n0n005
ll
BUILDING PERMIT ISSUANCEJIME FRAl,l E
If this permit requires a Town of Vail Fire Depar.tment Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment review, and a
review by the Building Department, the estimated time for a total review may take up to
six (6) weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser
amount of time. However, if residential or smaller projects impact the various above
mentioned departmenb with regard to necessary review, these projects may take up to
six (6) weeks to review and approve.
Every attempt will be made by this department to expedite this permit as soon as
possible,
I, the undersigned, understand the plan check procedure and time frame. I also
understand that if the permit is not picked up by the expiration date, that I must still pay
the plan check fee and that if I fail to do so it may affect future permits that I apply for,
Agreed to by:
Print name
Project Name:
Date:
Document2
Signature
05nonoo5
Project Name: SCOLNICK NEW SFR
Project Description:
NEW SINGLE FAMILY RESIDENCE
DRB Number: DR8050099
Participants:
owNER SCOLNICK, SHERYL L. &JAY 03/1s/2005
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
APPUCANT SCOLNICK, SHERYL L. &JAY 0311512005
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
ProjectAddress: 2935 BASINGDALE BLVD VAIL Locatlon:
Legal Description: Lot: 19 Block 6 Subdivision: VAILINTERMOUNTAIN
Parc€l Number: 2103-143-1001-7
Comments: seeconditions
BOARD/STAFF ACTION
Motion By: Hanlon Action: APPROVED
Second By: FriElen
Vote: 5-0-0 DateofApproval: 06/15/2005
Condltions:
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0007242
The applicant shall complete a Town of Vail revocable right-of-way permit for all
improvements made in the right-of-way to be submitted to the Town in conjunction
with the building permit application.
ono: coNtz+s
The applicant shall Install a monlbred flre alarm system wlthln ttre structure.
Phns for the q6fiem shall be submltted in onjunction wlth the building permit
application.
Cond: CON00072,14
That the Southeast Elewtion (SaraSe) not have rrerHcal siding at the peak under
each gable and depict as sudl by building permit application.
Cond: CON0007245
That the deck supporE have stone veneer canied up b the deck and depict as such ' upon building permit applicatbn
Planner: Wanen Campbell DRB Fee Pald: 1650.00
WHEN A "PUBLIC WAY PERMIT'' IS REOUIRED
PI"EASE RFAD AND CHECK OFF EAcl{ OF THE FOLLOWING QUESTIONS BEGARDING THE NEED FOR A .PUBLIC WAY PERMIT':
ls this a new residence?,*L No
Does demolition work being performedTequire the use of the Right-of-Way, easements or
public property? YES Y NO_
ls any utility work needed? YESJL NO
I
Are there any improvements being done to the driveway ? YES--V
ls a different access needed to the site other than the existing driveway?
ls any dFinage work being done that affects the Right-of-Way, easements, or public property?
YES_ V NO-
be used for staging, parking or fencing?
required by Public Works?
YES- NO
lf you answered YES to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Developmenl (a sample is attached). lf you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE HEAD AND ANSWERED ALL THE ABOVE QUESNONS.
NO_
YESy'NO
YES /NO ls a "Revocable Rightof-Way Permit" required?
ls the $ght-of-Way, easements or public property to
YESjI_ NO_
lf answer is NO, is a parking, staging or fencing plan
Conlraclor Signature 'rature - Companv Name
Scold,r,k f{e.rJ,e".c. 2e3S &sr^(lnlg S,r/.Job or Project Name:
Date Signed:
F:\Users\cdev\FORMS\PERMITS\BLDGPER M.DOC
F:/everyone/f orms/bldperrn4
ouo3t2004
PRI #:
PW #:run,m APPLICATION
F'OR TOWN OFVAIL Parcer #:!_t1!3I53 IO- Of I Pury.rc )vAY _ Bldg.
Job Name Street
(lf unknown call , -J-[\f) 0,.,,,"
Excavating Contractor Name Mail Address TOV Contractor Lioense Number - REQUIRED
Phone #zip State City
J.
Start Date
Work is for (circle one)
Other
Cornpletion Date
Water Sewer Gas Electric Telephone CATV Lendscaping
(Permit Expiration Date)
Temp. Site Access
5 . Trench-width
(min. 4')
LenSth Depth
Total SF $
6.
7.
Bond Amount $Permit Fee $
Total LF
Total Permit Fee S
ALL MATERI{, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces undemeath the bucket and lugs shall
be protected at all times.
A signature below indicates a review ofthe area and utility locations and approval. Once all utility company signatures are obtained,
permittee hss optlon of routing application through the Public Works oflice to obtain the necesssry Town of Vail signatures.
Please allow up to one week to process.
Xcel Energy / Public Service Company l-800-922-1987)
Xcel Energy High Pressure (l 1987)
Quest (l -800-922-1987)
Comcast Cable (l-800-922-l l"ts
"
Eagle River Watet & Sanitation District (970-476-r 14)clA,
Hofy Cross Electric Company (l -800-922-1987)LZ-o;r
Town of Vail Electricians (970-479-2158)
Town of Vail lnigation (970-479-2158)
THERE WILL BE NO TOTAL STREET control plirn must be submittcd and approvcd by thc Public Works Dcparnnent
Dfror t(l lssuance ot the Dennlt.
9. All excavation must be done by hand within 18"of utilities - (Senate Bill 172).
10. Pennittce nrust crnrtact thc Public Works Dcpamncnt at 47(>: lL)8 24 hours prior to comnlenci g of work. Failure to Noti! the Town will r€sult in
forfeiture ofbond money. Scheduled inspections that are not ready may result in the Town charging the contractor a re-inspection fe€.
ll. I c€rtiry that I have read all chapters ofTitle 8-Public Ways and Property, of the Vail Municipal Code and all utility Company agreernents, signed
by me, and will abide by the same, and that all utilities have been notified as required.
J
Jo'LA "t
lro
Contrnctor's Signature trf Aglcement Print name clearly
ATTACH PLAN OF WORK. INCLUDING CONSTRUCTION TRAFFIC CONTROL PLAN
Show street with names, buildings, and location of cuc. USE DASH LINES FOR CUT.
Document2
Date of signature
White - Public Works
Yellow - Contractor
05t20t2005
o
o
WHEN A.pUBLr WAy pERMrf" IS REQUIRED
PL.EASE READ AND CHECK OFF EACH OF THE FOLIOWING QUESTDNS REGARDING THE NEED FOR A
YUBLrc WAY PERMTT"i
o Is this a new residence?
Document2
c. rr.,a-,^^^ ra.'# Al,{!$r.Y{
YES_ NO
Does demolition work being performed require the use of the Rightof-Way, easernenb or
public property?YES_ NO_
Is any utility work needed? YES_ NO
Are here any improvemenb being done to the driveway ? YES_ NO
Is a different access needed b the siE oher than the ex'sUng driveway? YES_ NO
Is any dminage work being done ttrat affects he Right€f-Way, easemenb, or public property?YES NO
Is a 'Revocable Rightof-Way Permit" required? YES NO
Is tre Rightof-Way, easemenb or public property to be used for sbging, parking or fencing?YES_ NO_]__
If answer is NO, is a parking, sbging or fencing plan required by Publh Worla?
YES
If you answered YES to any of these.questions, a 'Public Way Permif' must be obbined.
Yublic Way Permifl applications may be obbined at the Publlc Wo*'s office or at Community
Development (a sample is aflached). If you have any questions please call Leonard Sandoval in Public
Works at 479-2198.
I HAVE READ AND ANSVVERED ALL THE ABOVE QUESTIONS.
Contracbr Signaujre
Job or Project Name;
Dab Signed:
o
NO
Company Name
05t20t2005
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Jul. 21 O5 O6: O?p
Quote # 173614
quole
Job Tag
Company
eIkeu
Buildels Copy
Joa nP o p.3
Scolnick, Jay
TIMBER CREEK I.IOMES, INC.
P.O- BOX 304
STRATTON
(30E)27&.2478
FAX
7t21t2003
3(J8-276-24? |o
NE 69(M34301
FAX (308)27G2471
Bid By
Job Site
Item Numb€r UM oty Customer Pdce Extended Prics Suotc #
100 ccMTs EA 2 $401.30
G.AD CASEMENTS
1 wlDE UNIT, 6 916'WALL, NO STEP JAMB, JAMB ALL SIOES. DRIP
CAP M|LFlN, CtNNAttilON TOAST FRAME, CINI.IAMON TOAST SASH.
COLONIAL STOPS
crAD AX|OM CASEMENT, 2.6 X 4-0, LEFT HAND, SATTN C|-|ROME,
FOLDING CRANK W/COVER, STAINLESS STEEL, 2 LOCKING POINTS,
HI+ERFOMANCE KEEPER, TEMP LOW E TUA, BRZ FIBER SCRN
gtoirv|ell Tempered
$802.61
RoughOpenlng: t61n"X4'01/2"
173614
Pag€ 1 ot 14
Jql. 21 O5 O6: 07p
Quote # 173614
-loa[etkev 3o8-2#-2471 P.4
Scolnick, Jay
Item Numb€r otv Cuslomer Prbe Eldended Prlcs Quoto f
CLAD CASEMENTS
2 WIDE UNIT, 6 9N6" WALL, NO STEP JAMB, JAMB ALL SIDES, TRIM
LENGTH MULL, DRIP CAP NAILFIN, CINNAIIIION TOAST FMME,
CINMMON TOAST SASH, COLONIAL STOPS, ZERO VERT MUL!,
ZERO HORZ MULL
CLAD AXIOM CASEMENT, I' 5 3/4" X Y O'. LEFT HAND, SATIN
CHROME, FOLDING CRANK WCOVER. STAINTESS STEEL. 1
LOCKING POINT, HI.PERFOMANCE KEEPER, TEMP LOW E H/A, BFZ
FIBER SCRN
CLAD AXIOM CASEMENT, 1' 5 3/4" X 3' O'. RIGHT HAND. SATIN
CHROME, FOLDING CRANK WCOVER, STAINLESS STEEL, 1
LOCKING POINT, HI-PERFOMANCE KEEPER, TEMP LOW E TUA. BRZ
FIBER SCRN
Barh 1 temp
$584.51 $584,61
Rough Openlng; 3' 0' X 3' 0 1/2'
CCMTS 173614
Line llsm Number UM ory Customer Pric€bderded Pdce Quote *
CCMTS $401.30 $401.30
RoughOpening: 261r2,Xt01tT
173614
CI-AD CASEMENTS
1 WIDE UNIT. 6 9/16" WALL, NO STEP JAMB, JAMB ALL SIDES. DRIP
CAP NAILFIN, CINNAMON I OAST FRAME. CINNAMON TOAST SASH
COLONIAL STOPS
CLAD AXIOM CASEMENT. 2S X +0, LEFI HAND, SATIN CHFOME.
FOLDING CRANK W/COVER, STAINLESS STEEL, 2 LOCKING POINTS.
I-II-PERFOMANCE KEEPER, TEMP LOW E H/A" BRZ FIBER SCRN
Laundry
Page 2 d '14
Joa[ett<e:
Scolnick, Jay
Jql 2l O5 06:O?p
Quots # 173614
3a8-T-24" I p.5
ll6m Numbor UM Qty Cuslomer Price Exl€nded Pdc€Quots f
CCMTS
CLAD GASEMENTS
2 WIDE UNIT, 6 9/16" WALL, NO STEP JAMB. JAMB ALL SIDES, TRIM
LENGTH MULL, DRIP CAP NAILFIN, CINNAMON TOAST FMME,
CINNAMON TOAST SASH, COLONIAL STOPS, ZERO VERT MULL.
ZERO HORZ MULL
CLAD AXIOM CASEMENT. 24 X $0. LEFT HAND, SATIN CHROME,
FOLDING CRANK W/COVER, STAINLESS STEEL, 2 LOCKING POINTS,
HI.PERFOMANCE KEEPER. LOW E H/A, BRZ FIBER SCRN
CLAD AXIOM CASEMENT, 2-6 X 5-O, RIGHT HAND, SATIN CHROME,
FOLDING CRANK WCOVER, STAINLESS STEEL, 2 LOCKING POINTS,
HI-PERFOIIIANCE KEEPER, LOW E H/A, BRZ FIBER SCRN
Studv
$758.08 $758.08
Rough Opening:s'01/2'x5'01/z
173614
Line ll€m Number UM oty Customer Pries bdended Prlc€Quote #
5S3.08 $543.08 173614
CLAD FRENCH DOOR INSWINGS
SINGLE UNIT, INTERMEDIATE 5 5/8'- 6 1 1/16", METAL NAIL FIN. NO
BRICKMOLD, CINNAMON TOAST FRAME, CINNAMON TOAST SASH.
BRZ ACROD HI.PERF SILL. COLONIAL STOPS
CLAD FRENCH OOOR INSWING, LH, 2€ X G8, STO WIDTII
(sTlLE/RA|L JOINT), TYPE 1 ANTO BRS STRTKE, (COM) SATTN
CHROME. X 3. TEMP LOW E I"I/A
Master Bedroom
Rough Openlng: 2I'X 6'8 1/2'
Line It€m Number UM otv Customer Prics Erdend€d Price Quote #
501 021025 EA
021025 ABR/ABR EXT CAPR ACT 5092 FD
Master Bedroom
$116.27 9116.27 173614
Page 3 of 14
Joa[ettev
Scolnick, Jay
Jul 21 O5 06:O?p
Quote # 173614
3o8-T-24?r p.6
Itcm Numbor otv Cuslomer Prte Enended Prics Quote *
600 CAWNS
CLAD AWNINGS
2 WIDE UNIT, 5 SI/15" WALL, JAMB ALL SIDES, TRIM LENGTH MULL,
DRIP CAP NAILFIN. CINNAMON TOAST FRAME. CINNAMON TOAST
SASH, COLONIAL STOPS, ZERO VERT MULL. ZERO HORZ MULL
CLAD CONCEALEO LCKAXTOM AWN.2'' 6'.0. 1'. 5" 3/4", SATTN
CHROME HDWE, FOLDING CRANK, STAINLESS STEEL, 2 LOCKS.
HI-PERF KEEPER, NO BLIND PREP, LOW E H/A, BRZ FIBER MESH
crAD coNcEALED LCK AX|OM AWN, 2" 6", 0. 1" 5', 3/4', SATIN
CHROME HDWE, FOLDING CRANK, STAINLESS STEEL. 2 LOCKS,
HI-PERF KEEPER, NO BLINO PREP. LOW E FUA BRZ FIBER MESH
Master Bedroom
$700.96 $700.96
Rough Opening:501/2"X1'61/4"
173614
Line Item Number Qlv Customer Price Exlended Price Quote *
700 CAWNS
CLAD AWNINGS
1 BOT - 1 TOP, 6 9/16" WALL, JAMB ALL SIDES, TRIM LENGTH MULL,
DRIP CAP NAILFIN, CINNAMON TOAST FRAME, CINNAMON TOAST
SASH. COLONIAL STOPS. DRIP MULL
CLAD CONCEALED LCK AXIOM AWN, 3018, SATIN CHROME HDWE,
FOLDING CRANK, STAINLESS STEEL, 2 LOCKS, HI.PERF KEEPER.
NO BLIND PREP, LOW E H/A, BRZ FIBER MESH
CLAD CONCEALED LCK AXIOM AWN, 3018, SATIN CHROME HDWE.
FOLDING CRANK, STAINLESS STEEL, 2 LOCKS, HI.PERF KEEPER,
NO BUND PREP, LOW E I.UA, BRZ FIBER MESH
Llvrng Room
$680.31 $1,360.63
Rough Opening: 3' 0 112" X3' 41lT
173614
Page 4 d14
J\il ?1 O5 O6:O9p
Quote # 173614
:oa[ctrev 3o8-zff-24? I p.7
Scolnick, Jay
hem tqJmber olr Custom€r Pric€Ertenffi Pric6 Quoto #
8OO CAUXGEO EA 'I
CLAD AUXILIARY'GEOMETRIC
2 BOT - 2 TOP, 6 9/16'' WALL, JAMB ALL SIDES, TRIM LENGTH MULL.
DRIP CAP NAILFIN, CINNAMON TOAST FRAME, COLONIAL STOPS,
ZERO VERT MULL. DRIP MULL
CLAD AUXIUARY, Z, 6" O, 2, 4', O, LOW E HiA
CLAD AUX|UARY, 2" 6" 0, 2, 4", 0, LOIY E WA
CLAD GEOMETRTC, SHAPE 3 frRAP L). Z,6", 0, 3.' 3",0,2" 0, 0, 2" 11",
15/64" t" 9", 43/64", LOW E H/A
ctSD GEOMETRIC, SttAPE 3 frRAP L), 2, 6", O, 2, 0, 0, O, 9, 0, 1', 8',
'r5/B|", q. 6" 43/B|i Low
:
fuA
Open to livlng
$614.36 $014.36
Rough Op€nirE: g A U2" X5' 7 21BT
173014
Item Number ary oldomef Pdce Exlonded Prts Quotc #
900 CGEOS EA
CI.AD GEOMETFICS
1 WIDE UNIT, 6 9/16'WALL, JAMB ALL SIDES, DRIP CAP NAILFIN.
CINNAMON TOAST FMME. COLONIqL STOPS
CLAD 96 GEOMETRTC, Sr-rAPE 3 (TRAP L), 3, 0,0, 2', 3" 0, 0" s", 0, 1"
11', 15/64:, 0" 6',43/8f", LOW E HiA
Livlng mom aboYe
$180.31 tl80.31
Rq,gh Op€ninq: 3' 0112' x2' 3?1132'
Pqs 5 c,14
't73614
:oa1ee t *ev
Scolnick, Jay
Jul 2l O5 O6: Oap
Quote # 173614
eoals-z+zr p.a
Line Item Number UM Qlv Customer Price E dsndsd Prics Quote #
1200 CCMTS
CLAD CASEMENTS
1 WIDE UNIT, 6 9/16' WALL, NO STEP JAMB, JAMB ALL SIDES, DRIP
CAP NAILFIN, CINNAMON TOAST FRAME, CINNAMON TOAST SASH,
COLONIAL STOPS
CLAO AXIOM CASEMENT, 2.6 X 3-4, LEFT HAND, SATIN CHROME,
FOLDING CRANK WCOVER. STAINLESS STEEL, 2 LOCKING POINTS,
HI-PERFOMANCE KEEPER, TEMP LOW E WA BRZ FIBER SCRN
$372.69 9372.69
Rough Opening: 2'6112" X3' 41ll
173614
Item Number atv Cuelomer Price Extcrded Price Quote #
1300 cwNcsTM EA 2 $1.393.19
Spechl CLAD wlNDOw CUSTOM PRODUCT
CUSTOM TEMPLATE, 6 9/16' WALL, NO STEP JAMB, JAMB ALL
SIDES, TRIM LENGTH MULL, DRIP CAP NAIIFIN, WHT FRAME, WHT
SASH, COLONIAL. ZERO VERT MULL. DRIP MULL
CLAD CONCEALED LCK AXIOM AWN, 2" 6", O, I" 5", 3/4", OIL RUB
BRZ HDWE. FOLDING CRANK, STAINLESS STEEL, 2 LOCKS, HI-PERF
KEEPER. TEMP LOW E hUA. BRz FIBER MESH
CLAD CONCEALED LCKAXIOM AWN,2',6",0. 1" 5",3I4" OtL RUB
BRZ HDWE, FOLDING CRNNK, STAINLESS STEEL, 2 LOCKS, HI-PERF
KEEPER, TEMP LOW E I.IiA. BRZ FIBEF MESH
CLAD AUXILIARY, 5', O, O. 5" O. O, LOW E I-UA
CLAD AUXILIARY, 2', 6", O, 1', 8", O, LOW E H/A
CLAD AUXUARY, 2., 6", 0, 1.' 8", 0, LOW E t-UA
$2,786.38
Rough Opening: 5'0 1/2'X 8'21/4'
173614
Living. Dininq
please determlne it unit can be built
fac{ory mull
estimate - clh
Add thr labor each setup
Page 7 of 14
Jr.l I. 21 05 OE: Ogp
. Quote # 173614
Joan Pe I ke:J o
Scolnick, Jay
30s06-z4zl p.9
Item Numb€r olv Cuatomer Prh.Extended Price Quote f
1,f,00 cwNcsTM EA 3 $1 .351.25
Sp€cial CLAD wlNDOW CUSTOM pROOUCT
CUSTOM TEMPLATE, 6 9N6'WALL, NO STEP JAMB, JAMB ALL
SIDES, TRIM LENGTH MULI, DRIP CAP NAILFIN. WHT FRAME. WHT
SASH, COLONIAL. ZERO VERT MULL. DRIP MULI
CLAD CONCEALED LCK AXIOM AWN,2', 6", O, 1', 5" 3/4", OIL RUB
BRZ HDWE. FOTDING CRANK, STAINLESS STEEL,2 LOCKS, HI.PERF
KEEPER. IEMP tOW E }UA. BRZ FIEER MESH
CIAD CONCEALED LCK A)(OM AWN, 2" 6", O, 1" 5" 3/4', OIL RUB
BRZ HDWE, FOLDING CRANK, STAINLESS STEEL, 2 LOCKS. HI.PERF
KEEPER, TEMP LOW E HiA, BRZ FIBER MESH
ctAD AUXTLTARY, 5" 0, 0, 5" 0. 0, Low E H/A
CTAD AUXILIARY, 5', O, O, 1', 8', O, LOW E H/A
$4,053.75
Rough Opening: i 01l2 Xg 2114"
173614
Living and dlning
please determine if unit can be bultt
tactory mull
eslimate - cth
Llne hem Number uM qty Cuslomer Price E*€nded Prlc€Quoto #
1500 CGEOS EA 1 $348.85
CLAD GEOMETRICS
2 WIDE UNIT, 6 9/10'WALL. JAMS ALL SIDES, TRIM LENGTH MULL
DRIP CAP NAILFIN, CINMMON TOAST FFAME, COLONTAL STOPS,
ZERO VERT MULL, ZERO HORZ MULL
CLAD 96 GEOMETRTC, SHeeE 4 gnne R), 2, 6", 0, 2, 0, 0, (I, 9., 0, 1"8" 15/64', 0., 6", 43r'At" LOW E FyA
CLAD 96 GEOMETRTC, SHAPE 4 (rRAp R), 2" 6.,0, 3" 3.,O,2,0,O,t,
1 t", t5/8f., 1., 9F, 4U64., tOW E l-UA
$348.85
RoughOpening: gA1lr?|XS'321t37
173614
Dining Above
Psgc E d, 14
Jul 21 OS
Quote # 173614
O6: O8p JoUe I kev
Scolnick, Jay
30sO6-24?1 P. 10
Item Number Qtv Customer Price Extended Pdce Quole #
'| 600 ccMrs EA 1
CLAD CASEMENTS
2 WIDE UNIT, 6 gi.I6" WALL, NO STEP JAMB, JAMB ALL SIDES, TRIM
LENGTH MULL, DRIP CAP NAILFIN, CINNAMON TOAST FRAME,
CINNAMON TOAST SASH, COLONIAL STOPS, ZERO VERT ['ULL,
ZERO HORZ MULL
CLAD AXIOM CASEMENT. 1' 5 3/4" X 3' T. LEFT HAND. SATIN
CHROME, FOLDING CRANK WiCOVER, STAINLESS STEEL, 1
LOCKING POINT, HI.PERFOMANCE KEEPER. LOW E H/A. BRZ FIBER
SCRN
CLAD AXIOM CASEMENT. 1'5 34" X 3'O'. RIGHT HAND. SATIN
CHROME, FOLDING CRANK WCOVER. STAINLESS STEEL. .I
LOCKING POINT, HI.PERFOMANCE KEEPER, LOW E IUA, BRZ FIBER
SCRN
Kitchen
$538.10 $s38.10
RoughOpening: 3'0"X3'0 l/2'
1736r 4
Item Number oty Cuslomer Price Extended Prlce Quote fl
CIAD FRENCH DOOR INSWINGS
SINGLE UNIT, INTERMEDIATE 5 5/8'' - 6 11/16", METAT NAIL FIN, NO
BRICKMOLD, CINNAMON TOAST FRAME, CINNAMON TOAST SASH.
BRZ ACROD HI.PERF SILL, COLONIAL STOPS
CI.AD FRENCH DOOR INSWING, LH, 2{ X 6-8. STD WIDTH
(sTlIE/RAIL JOTNT), TypE 1 ANTO BRS STRtKE, (COM) SATIN
CHROME. X 3. TEMP LOW E IUA
Dining
$543.08 $93.08
RoughOpenlng: 2' 9'X6' 811?
173614
Line Itom Numbor otv UM Customer Pdce Extended Prk€Quots #
'| 701 021025 EA $116.27 $11627 173614'
021025 ASR/ASR EXT CAPR ACT 5092 FD
Dining
Page 9 of 14
Jr{l 2l O5 O6: Oap
Quote # 173614
Joa
Scolnick, Jay
e I kev nP o sos06-24?1 P.1r
Line Item Numb€r Qty Cuslomer Price Ensndod Prica Quots #
18OO CCMTS EA 1
CLAD CASEMENTS
2 WIDE UNIT, 6 9/16'WALL, NO STEP JAMB, JAMB AtL SIDES. TBIM
LENGTH MULL, ORIP CAP NAILFIN, CINNAMON TOAST FRAME.
CINNAMON TOAST SASH. COLONIAL STOPS, ZERO VERT MUt.L.
ZERO HORZ MULL
CLAD AXIOM CASEMENT, 2-6 X 5.0, LEFT I-IANO, SATIN GHROME.
FOLDING CRANK WCOVER, STAINLESS STEEL, 2 LOCKING POINTS.
HI+ERFOMANCE KEEPER. TEMP LOW E I-I/A, BRZ FIEER SCRN
CLAD AXIOM CASEMENT, 2{ X 5{, RIGHT HAND, SATIN CHROME,
FOLTXNG CRANK WCOVER, STAINLESS STEEL, 2 LOCKING POINiS.
HI-PERFOMANCE KEEPER, TEMP LOW E H/A, BRZ FIBER SCRN
Bedroom 4
$906. t3 se00.13
Ralgh Openinq: C 0'llt Xg 01n"
173614
llem Numb€r UM aty Cusiomer Prico Extird€d Price Quote #
1900 ccMTs EA .l
CI.AD CASEMENTS
2 WIDE UNIT, 6 9/16" WALL, NO STEP JAM8, JAMB ALL SIDES. TRIM
LENGTH MULL, DRIP CAP NAILFIN, CINNAMON TOAST FRAME,
CINNAMON TOAST SASH, COLONTAL STOPS, ZERO VERT MULL.
ZERO HORZ MULL
CLAD AXIOM CASEMENT, 2-6 X 44, LEFT HAND, SATIN CHROME.
FOLDING CMNK WrcOVEF. STAINLESS STEEL, 2 LOCKING POINTS.
HI.PERFOMANCE KEEPER, LOW E I.{/A, BRZ FIBER SCRN
CLAD AXIOM CASEMENT,2{ X 4.O, RIGHT HAND, SATIN CHROME,
FOLDING CRANK WCOVER, STAINLESS STEEL, 2 LOCKTNG POINTS.
HI-PERFOMANCE KEEPER. LOW E H/A. BRZ FIEER SCRN
Den
$683.46 $683.45
Rough Opening:5',0'ltT x4'o 12"
173614
Pago 10 d 14
Jurl 21 O5 O6: OSp
Quote # 173614
Jo elkeu an P o 3osf)6 -24?r P. l2
Scolnick, Jay
Line Item Number otv Customer Price Extended Price Quote #
2000 ccMTs EA .r
CLAD CASEMENTS
2]AIID_E UNIT, 6 9N6" WALL, NO STEP JAMB. JAMB ALL SIDES. TRIM
LENGTH MULL, DRIP CAP NAILFIN, CTNNAMON TOAST FRAML,
CINNAMO}ITOAST SASH, COLONIAL STOPS, ZERO VERT MUIL,
ZERO HORZ MULL
CLAD AXIOM CASFMENT, 1'5 3/4'X 4'0", LEFT HAND, SATIN
CHROME, FOLDING CRANK WCOVER, STAINLESS SiEEt, 2
LOCKING POINTS. HI-PERFOMANCE KEEPER, LOW E H/A,'BRZ
FIEER SCRN
CI.AD AXOM CASEMENT, 1'5 3/4'X 4 0", RIGHT HAND, SATIN
CHROME, FOLDING CRANK W/COVER, STAINLESS STEEL,
'
LOCKING POINTS, HI-PERFOMANCE KEEPER, LOW E H/A''BRZ
FISER SCBN
Maste. Bedroom
$614.59 $614.59 173614
Rough Opening: 3'0'X 4'0 1t2'
Line Item Number UM aty Cuslomer Price Exlended Prlce Quote #
2100 CCMTS EA $674.74 s674.74 173614
CTAD CASEMET'ITS
Slyl?E ul!!r, 6 9n6" WALL, No srEp JAMB, JAMB ALL stDES, rRilv
LENGTH MULL. DRIP CAP NAILFIN, CINI\I,AN,iON TOAST FRAM;,CINMMOI TOEST SASH, COLONIAL STOPS, ZERO VERT MULL,
ZERO HORZ MULL
CLAO AXIOM CASEMENT, 1'5 3i4'X 4'0", LEFT HAND, SATIN
CHROJVIE, FOLDING CRANK WCOVER. STAINI-ESS SiEEL, 2
LOCKING POINTS, HI-PERFOMANCE KEEPER, TEMP LOW E H/A,
BRZ FIBER SCRN
CLAO AXIOM CASEMENT. 1'5 3/4'X 4 O', RIGHT HAND, SATIN
CHROI\4E, FOLDING CRANK WCOVER, STAINLESS STEEL, 2
LOCKING POINIS, HI.PERFOMANCE KEEPER. TEMP LOW E H/A,
BRZ FIBER SCRN
Master Bedmm tempered
Rough Opening: 3'0'X 4'0 1/2"
Page 11 dl 14
JL{l 21 O5 O6: OSp
' Quote # 173614
Jo e I keV en P o sos06-24?l P. r3
Scolnick, Jay
llem Nurnber Qlv Cuslomer Price Exlended Pdc€Quote #
CLAD FRENCH DOOR INSWINGS
SINGLE UNIT, INTERMEDIATE 5 5/8' . 6 'I1l16'. METAL NAIL FIN. NO
BRICKMOLD, CINNAMON TOAST FFAME. CINNAMON TOAST SASH.
BRZ ACROD HI-PERF SILL. COLONIAL STOPS
CLAD FRENCH DOOR INSWING, RH, 3.0 X &8. STD WIDTH
(ST|LE/RAIL JOtNr), TypE 1 ANrQ BRS STR|KE. (COM) SATTN
CHROI\4E, X 3, TEMP LOW E H/N
Master Bedroom
$559.53 $s59.53
Rough Opening:3' 1" X 6' 8 1/2"
'173614
Item Number ary Customer Prlc€Enended Pdce Quate #
2201 021025 EA
021025 ABRiABR EXT CAPR ACT 5092 FD
Master Bedroom
$116.27 $116.27 173614
Item Number aty Cuslorner Pdce Extended Price Quote #
2300 ccMTs EA 1
CIAD CASEMENTS
2 WIDE UNIT. 6 9/16" WALL, NO STEP JAN4B, JAMB ALL SIOES. TRIM
LENGTH MULL, DRIP CAP NAILFtN, CINNAMON TOAST FRAME.
CINNAMON TOAST SASH, COLONIAL STOPS, ZERO VERT MULL.
ZERO HORZ MULL
CLAD AXIOM CASEMENT, 2-6 X 4-0, LEFT HAND, SATIN CHROME.
FOLDING CRANK W/COVER. STAINLESS STEEL, 2 LOCKING POINTS-
HI.PERFOMANCE KEEPER, LOW E I{/A, BRZ FIBER SCRN
CLAD fu\IOM CASEMENT. 2-6 X 4{, RIGHT HAND, SATIN CHROME.
FOLDING CRANK W/COVER, STAINLESS STEEL, 2 LOCKING POINTS.
HI-PERFOMANCE KEEPER, LOW E H/A, BRZ FIBER SCRN
GARAGE SHIPLOOSE
$683.46 $683.46
Rouoh Opening: 5' 0 ln' X 4' 0ln'
17fi14
Page 12 d 14
JoUelkeu
Scolnick, Jay
Jul 21 O5 O6:OSp
Quole #173614
3osO6-a4?1 P. 14
llem Number UM Qlv Customer Prke Enended Price Quots #
2400 ccMTs EA 1
CLAD CASEMENTS
2 WIOE UNIT. 6 9/16" WALL, NO STEP JAMB, JAME ALL SIDES. TRIIM
LENCTH MULL, DFIP CAP NAILFIN, CINNAIVON TOAST FRAML,
CINNAITOi! TOEST SASH, COLONIAL STOPS, ZERO VEFT MU[1,
ZERO HORZ MULL
CLAD AXIOM CASEMENT, 1'5 3l/4'X 4'O', LEFT HAND, SATIN
CHROME, FOLDING CRANK WiCOVER, STAINLESS StEEL. 2
LOCKING POINTS, HI-PERFOIVANCE KEEPER, LOW E HIA, BRZ
FIBER SCRN
CLAD AXIOM CASEMENT, 1' 5 3/4. X 4' O', RIGHT HAND, SATIN
CHROME, FOLDING CRANK WCOVER, STAINLESS STEEL, 2
LOCKING POINTS. HI-PERFOMANCE KEEPER, LOW E H/A, BRz
FIBER SCRN
ENTRY SHIPLOOSE
$614.59 $614.59 173614
Rough Op€ning: 3'0"X 4'0 1/2"
llem Numbet oty C.ustomer Prlce Exended Pdce Quote #
2500 ccMTS EA 1 $43.4.1
CLAD CASEMENTS
1 WIDE UNIT, 6 9/16" WALL, NO STEP JAMB. JAMB ALL SIDES. DRIP CAP NAILFIN. CINNAMON TOAST FRAME. CINNAMON TOAST SASH.
COLONIAL STOPS
CLAD AXIOM CASEMENI, 2.6 X 44, RIGHT HAND. SATIN CHROME.
FOLDING CRANK W/COVER, STAINLESS STEEL. 2 LOCKING POINiS.
HI-PERFOMANCE KEEPER, LOW E |UA, BRZ FIBER SCRN
$343.41
Rough Opening: 2' 6\t? X { 01n'
173614
ENTRY SHIPLOOSE
Item Number UM Qtv Customer Price Enended Prico Quote f
2600 20
7972 WHT EXTENDED DRIP CAP 12.O EWD66 MULT
$9.9s $198.90 173614
Pags 13 of 14
JuJ. 2l O5 O6:OSp
Quore # 173614
Jo elkey an P o 30806-a4?1
Scolnick, Jay
Selling Price
Labor
Freight
Sales Tax
Total Quote
Pag€ 14 d 14
P- 1s
$22,161.59
$0.00
$0.00
E0.00
$22,161.59
Jul 21 O5 O6:06p JoatPe I key
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19.U{ [4]Sl 28.1nlml
6INCH SVENT JI52I l--lt1tolol--4
llc"Idry llcardr. A hcalthy hornc bcgins wirh a h<;aldry hcarrh.
Orrr dircct vcnr fircplaces rvill nor altcr thc qualiry ofyour room
nir in xr), !vry. 'l'hcy rrtiliz.c a scalcd combustiun chanrbcr that
drarvs corrrbusrion air from outdoors and discards all combusrion
bl.prodLrcts back ortsitlc.
Etcrnd FlamC Werrarrty.'l1rc srolgcsc in thc indrstty, it ofTcrs
full protccrirxr for all gru unin ilcluding a lif'etimc warraory on
thc most importrnt componcnts of thc Grqrhcc: fibcr logs, strink:s
stccl bulrcr'. lircbox and hcat exchangcr.
TR tchlology. Allows thc scalcd combustiou fircbox ofthc 6000
Scrics ('l'llXl,'l'RI anrlTlt-Oak) to vcnr ro eidrer the top or rcar of
thc fircpl:rcc, providing complctc flcxibiliry ofplacemcnr. k dnrvs
rir li:r conrbusriol t'rom outside the homc, ncvcr frorn insidc, tbus
nr,rinteining rhc clcan air in your home.
'IV lbchnology. Thc 6000 Scrics TV-OaL is e non eir-right unit
rhar "cnts <rff tlrc uP and rnusr terminac vcrrically.
I L:t-N-(il,r n:crvrs rh riXhr ro updarc units pcr;alically. ltc flmc rnd crnl'cr
rlrycanrrcc nray nry ba.cd on rIc rpc olrhc fud burlcr!:rrd r-hc vcnr ing confrgurer ion
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6000 Series Specifications
For complete dcnik on the 6000 Series
Ph($a contdct us:
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PROJECTNO. gTgI
DECEMBER 2, TggT
PREPARED FOR:
MR JAY SCOLMCK
I38O ITTE STREET
DENVE& CO 80202
SOIL AND FOUNDAIION N\{ESTIGATION FOR .)
PROPOSED RESIDENCE Lor re, B_LocK 6, vArLrN.TnRrr,roffiirty srrBDryrsroN (2 e3s BASTNGII_IE n o ur,n vann, vArL)EAGLE COUNTY, COIONEN'O
P O. Box i{>2.Ayon. Colorado g1620 .(9i0) 827.9088 Tel .(970) 827-908p Fu
TABLE OF CONTENTS
DCECUTIVE SUMT4ARY
SCOPE OF STTJDY
SITEDESCRIPTION
PROPOSED CONSTRUCTION
FIELD hIVESTIGAT]ON
SUBSURFACE SOIL AND GROU}TDWATER CONDITIONS
FOUNDATION RECOMMENDATIONS
CONS TRUCTION PRECAUTIONS
SI.AB CONSTRUCTION
RETAINING WAILS
UNDERDRAIN SYSTEM
SITE GRADING AND DF"AINAGE
LAWNIRRIGATION
LIMTATION
FIGIJR.ES
LOCATIONSKETCH
SUBSURFACE EXPLORATION LOGS
GRAIN.SZE DISTRtsUTTON
PERIMETERDRAIN
LKP Engineering Inc.
,
)
t
J
J
J
4
4
5
5
6
6
DRAWINGNO.I
FiGURENO'st&2
FIGLIRENO's3&4
FIGURENO.5
EXECUTIVE SIJ-]M}TARY
The proposed residence should be supported with
strait shaft piers, with a minimum diameter of Ig
inches, designed for an end bearing pressure of
10,000 psf, and a skin friction of 1000 psf, The piers
should bear on solid bedrock and be socketed into
the rock for a minimum of twice the pier diameter.
See foundation recommendations.
SCOPE OF STUDY
This report presents the results ofa subsurface soil and Foundation Investigation for a
proposed residence to be constructed on Lot 19, Block 6, vail-Intermountai4 Eagre county,
colorado' The purpose of the subsurface soil and foundation investigation was to determine the
engineering characteristics of the foundation soil and to provide recommendarions for the
foundation design, grading, and drainage. Geologic hazards are addressed in a report prepared by
E.O. Church Engineering, Geological Consultants, in a separate letter.
SITE DESCRIPTION
Lot 19 is a 0 1957-acres lot at 2935 Basingdaie Boulevard, opposite from the intersection
with Snowberry Drive, in west vail, Eagle county, colorado. The lot is on a north facing, steep hill,
on the north side ofBasingdale Boulevard. The topography of the building site is steep. AJong the
edge of the road is a boulder retaining wall. From the bottom ofthe wall, down to the beginning of
the building envelope, the first 30 feet, the slope is 70 percent. From there to the back ofthe lot, it is
about 45' Drainage is to the north. The vegetation consisted ofaspen and evergreen trees. To the
east and west of the lot are existing houses.
LKP Engineering Inc.
PROPOSED CONSTRUCTION
Based on our conversation, it is understood that the proposed residence will consist ofa
single to a two-story wood framg modular home. The residence wiil be supported with piers. A
bridge will connect the building to the road. A garage will be constructed on the uppermost level of
the building, which is at a road grade. Retaining wall is planned for the support of the bridge at the
roadside. Loads are anticipated to be right, typical of residential construction.
If the actual plans differ significantly from the above understanding, we should be notified to
reevaluate the recommendations of this report.
F'IELD INVESTIGATION
The field investigation conducted on November lg, lgg7, consisted of drilling logging and
sampling two test borings. The test boring locations are shown on Figure No. l. The drilling of the
test borings was done with a portable drill rig mounted on all tenain" four-wheeler. Due to the
steepness of the lot, access for drilling was very difficult. Two temporary platforms with access
ramps were built for this purpose. During drilling, the rig was held in place by cables attached to two
vehicles on the road above.
Soil samples for laboratory soil analysis and observation were taken at selected intervals.
Samples were extracted by advancing hydraulically, "California" and a Standard Split Spoon
Samplers- The drill rig was not equipped with a standard equipment for Standard penetration
Resistance"Summary of the soil profiles, and depths at which soil samples were taken are shown on
the Subsurface Exploration Logs, Figure No's one and two.
SUBSURFACE SOIL AND GROI]NDWATER CONDMON
As shown on the subsurface soil Exproration Logs, Figure No,s one and two, the soil
encountered was fairly uniform. Boring No. I had 6 inches of topsoil overg.5 feet of light browr\
clayey, gravelly sand- From 9 to 15 feet was reddish-browrq clayey-gravelly sand. From 15 to lg feet
LKP Engineering Inc.
was weathered bedrock, with refusal at 18 feet on firm bedrock. Boring No. 2 also had 6 inches of
topsoil, over 8 feet of brown, clayey-gravelly sand. At 8.5 feet refusal was encountered on the firm
bedrock' Near Boring No. 2, about 4 feet to the northeast, one additional boring was drilled. In this
boring refusal was encountered at 8 feet. Ground water was not encountered in any of the borings.
Soil samples taken from the test borings were tested for natural moisture content, plastic limit, liquid
limit, and grain size distribution. The test results are shown on Figure No,s three and four.
The geologic hazards were analyzed by E.o. church Engineering, Geologic Consultants and
submitted in a separate letter.
FOUNDATION RECOMMENDATIONS
The proposed residence should be supported with strait shaft piers imbedded into solid
bedrock' A minimum pier diameter of 18 inches is recommended. The piers should be designed for
an end bearing pressure of 10,000 psfand a skin friction of 1000 psf, and be socketed into the rock
for a minimum of twice the pier diameter. According to the soil logs of the test borings, the depth to
solid bedrock varied from 8 to lg feet.
Pier drilling should be observed on full time basis, to verify the soil conditions. Each pier hole
should be inspected before concrete placement. The bottom ofeach hole must be cleaned from loose
soil and water.
CONSTRUCTION PRECAUTIONS
An access road and a level area for the pier drilling equipment will be necessary on this site.
To prevent accidents, with the steepness ofthe site and the existing residences on the downhill side
ofthe proposed building site, every step should be planned ahead. Fence barriers, to catch soil or
rocks rolling down the hillside, should be constructed in place before excavation for the access road
begins' A fill cannot be placed directly on steep slopes. The site should be benched fust. All
foundation worlg and site preparation, should be done in a dry season.
LKP Engineering, Inc.
SLAB CONSTRUCTION
Based on our understanding of the proposed construction, this building will not have a slab-
on-grade.
RETAINING WALLS
The retaining wall for the bridge support, should be supported with piers. Foundation walls
retaining earth and retaining structures that are laterally supported should be designed to resist an
equivalent fluid density of 70 pcf for an "at-rest" condition. Laterally unrestrained structures
retaining the on-site earth should be designed to resist an equivalent fluid density of 50 pcf for the
"active" case.
The above design recommendations assume drained bacldll conditions and a horizontal
backfill surface' Surcharge loading due to lateral pressure of the swelling soil, adjacent structures,
weight of temporary stored construction materials and equipment, inclined backfill, and hydrostatic
pressure due to undrained bacldll should be incorporated in the design. Every attempt should be
made to prevent the buildup of hydrostatic pressure behind the retainine wall.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil, installation of a
foundation perimeter drain is recommended. AIso, without suitable drainage, a perched ground
water condition can develop in a bedrock foundation soil. A foundation perimeter drain as detailed
on Figure No. 5 is recommended to reduce the risk of surface water entering the pier shaft.
SITE GRADING AND DRAINAGE
A grading plan was not available for review at this time. The following recommendations are
general in nature. The site sunounding the building structure should slope away from the building in
all directions. A minimum of l2 inches in the first 10 feet is recommended in unpaved areas, and
LKP Engineering, Inc.
o
three inches in the first 10 feet in paved areas. The top ofthe granular foundation bacldll should be
covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface
water infiltrating the foundation subsoils. surface water naturally draining toward the proposed
building site should be diverted around and away from it by means of drainage swares or other
approved methods' The roof drains and downspouts should eKend and discharge beyond the limits
of the backfiil.
LAWN IRRIGATION
sprinkler system is not recommended for this site. Erosion contror and revegetation should
be carried out to protect the stability ofthe steep slope.
LIMITATION
This report has been prepared according to locally accepted professional Geotechnical
engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
The findings and recommendations ofthis report are based on field exploration, laboratory
testing of samples obtained at the specific locations shown on the Location sketch Figure No. I and
on assumptions stated in the report. Soil conditions at other rocations may vary, which may not
become evident until the foundation excavation is completed. If soil or water conditions seem
different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
LKP Engineering Inc.
o
This report has been prepared for the exclusive use of Mr. Jay scolnic( for the specific
application to the proposed residence on Lot 19, Block 6, vail-Intermountai4 Eagre county,
Colorado.
C\oFFICE\WPfi MW?DOCS9?9I PIERRPT
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tel (970) 8?7-9038 for (9?o) 827-9069
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PREPAPED FOR:
]{R. JAY SCOLNICK
SCALE
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| 2-04-97
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DESCRIPNON OF N4ATERIAL
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LABORATORY
TEST RESULTS
ight brown clayey ravelly sand MC=15.0%
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M.l-1n 1ol Ltv-L\r.z-/o
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Weathered Bedrock
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Natural Dry Drosiry (po
Natural Moisturc Conrant (yo)
Perccrrt Fssing No. 2OO sicvc
Liquid Limit
Plasticity hdex
LKP ENGINEERING,INC.SIIBSURFACE E)(PLORAfiON LOG
PRoJEcTNo. 9791
DArEDRrrrFD.Novem{ 19, LggT
BORTNG NO. 2a
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DES CRIPTION OF MATERIAL
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- 35
Refusal on Shale Bedrock o ground water
ncOuntered
LEGEND:
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- Natural Dry Dcosity (pd)- Natural MoistuE Content (yo)- P.rcat passing No. 200 sicrr - Uquid Limir - Plasriciry Indcx
LKP ENGINEERING,INC.SUBSURFACE EXPLORATION LOG
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PIER DRAIN PROECT NO.:979/
Lor t9, BLocK o, vei-frdffi (29J5 EASNGDAL€ BOULEVARD)
EACLE COUNIY, COLORADO '
PREPAR€D FOR:
MR. J.AY SCOLNICK
scALE: NTS
DAE:
| 2-04- 9 7
nCURt NO.: 5
Decenber 22, J-997
Jay Scolnick
1380 17th Street Denver, CO EO2A2
subject: Georogical Engineering Hazards Evaluation 2933s Basingdal.e Boulevard, Vail Lot 19, Block 6, Vail_fntermountain Subdivision Eagle County, Colorado Job No. 8899
Dear Mr. Scolnick,
As requested, we visit-ed the subject 1ot.on october 10, l'997 to assess geologicar hazards relative ro iesidenti.i ;;;;;;ction and reviewed the LKP Engineering, rnc. soil and Foundation investigation for the site dated Decenber 2, rgg7. The purpose of this l_etter is to present our evaluation of geological hazards at ttre siG.
The site is rocated on a north facing slope be]ow Basingdare Bourevard at the intersection of snowberry Drive. rt rot 1s approxinately 105 reet deep and 95 _f^.^"t^wide aronq nasingd"i. e""rJ"ura. The srope is a steep slope or 7oe. for the tirlt 30 fLet north or iasinqJ"r!-i5lt"-vard and then a 50? s10pe for the renai.nder or lne property to the north' rt appears_ the steeper slope is partialrf.road right-of-way and was constructed as a part of construction or eisinqdale Boulevard.There are existing residences to the east and ""=t n"row the road.vegetation on the site consists of scatterJ,-rul.rr" aspen, spruce,and pine trees. There is a good cover of native qrasses.
A residence is proposed in the southern portions of the site. Autorno_bir-e access to a garage at road elevation wir:. ne via a bridge. we understand rittle o.r no- grading is proposed for the deveropment. A nodul-ar horne is to be placed ori a toundation.
F-"aiE!ffi tNc.
GEOLOGISTS
,.n"ii""-on,ffi ll:_:i!:_ ig rog3lea aronq;-;orli;i;1-;r;il ;Qc, belor.r the base of a
114 llOineering Geologic 48, Stable colluvium ind
large debris slide, eds3. rne nnv|ron*;;i-u1'Map for Land Use indicates the map is in Unit bedrock on noderate to steep slopes.
Materiars encountered in the soir and foundation investigation borings consisted of liqht brown to reddish brown crav.v, graver.ry sand to depths of 8 to r-s feet underrain by weatherea u6aiock or bedrock. No ground water was encountered in the borings
Based on our site visit, the pubtished.geo.lo_gy naps, and the drilring results, we -interpret the subiurface nateriaff to Lonsist of coLruvial_deposits underlain by shale and sandstone bedrock.--wn"., the elevation of the bedrock is evaluated, there i" u-riopl"to tne north of the bedrock surface, which would be expected. There kas no indication ac
925 Easl tTth Avenue .
(303) 832-9692
Denver, Colorado 8021B-1407
FAX (303) 832-3517
PO. Box 28tj9 . Fvergroen. colora(to 80437-28tj9
(303) 674-06ri0 FAX (303) 674-Olt13
fhe time of
cracks along
_z
our site Gra of unstabte stopes uln" lot such as Basingdale Boulevard in the pavement of I'pistol-buttedrl
The results of our site visit did not identify any geologic hazards
which would prevent the proposed developnent. The slope appears to be stable under present conditions.
It is critical that the proposed development not change the presently stable slope by earthwork or drainage changes. Cuts into the sJ_ope
and fi1ls on the slope should be avoided, as both types of grading
coul-d destabilize the slope. Most inportant is control- of surface and
subsurface drainage, because increased subsurface moisture usually is the elenent which causes slope failures. Runoff from Basingdale
Boufevard should not be alLowed to flow onto the site. Runoff from the structures should be carried well away frorn foundations. If the runoff is concentrated, it rnust be directed to locations where it will not cause erosi-on or damage to the property adjacent on the downhill
side.
We understand pier foundations drilLed into bedrock wiLl- support the structures, and a crawl space has been recornnended under the house.For these conditions, building loads will not be imposed on the sur-
face of slope and will not affect slope stability. AIso, no structur-
aI elements will rest directly on the ground surface, and any soit
creep which nay occur would not have an effect on the structure.
In conclusion, we believe there are no geologic conditions which will prevent development for a single-family residence as proposed. We
recomrnend final site plans be reviewed by a geotechnical engineer prior to construction, and the foundation construction should be
observed by the engineer to check for unanticipated conditions. If cuts or fil1s were rnade on the slope, or if structural loads were
added to the slope, we would recommend a conplete slope stability
analysis be perforrned. This would require additional drilling and
more comprehensive soil testing. We would be pleased to provide
additionaf consuftation j-n this regard if needed.
If there are any questions, please ca1l.
E.O. CHURCH, INC.
Edward o. Chur
Geological Engi
3 copies sent
xc: LKP Engineering, fnc.ATTN.: Luiza Petrovska P.o- Box 1452
Avon, CO 81620
t C(
Page I of I
Monica Guffey
From: Jay B. Scolnick [jscol@pchomesltd.com]
Sent: Friday, July 29, 2005 8:39 AM
To: Sam Gwin
Subject: Re: ROW permit
Jay
I mailed the insurance cert. earlier this week and the ROW permit with check for $35, both to
Joe Suther.
Jay B. Scolnick
President and CEO
PREMIER COMMT]MTY HOMES LTD,
242 South Downing Srcet,
Suite 201
Denver,CO 80210
(303) 573-0067 ExT. #103 Fax: (303) 573-w77
Check out our web site at: www.pchomesltd.com
7ngnws
Departm ent of Com m un ity Development
Building Safety and Inspection Seruices
75 South Frontage Road
Vai/, Colorado 81657
970479-2138
FAX 970479-2452
www.vailgov.com
BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS:
TO:
FAX/Email#:
Contractor/Apolicant
Jay Scolnick
Sam Gwin
gwin@rkdarch.com
NUMBER OF PAGES:
FROM:
DATE:
BUILDING PERMIT #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
2
Chris Gunion, Building Plans Examiner
09107/200s
805-0220
Jay Scolnick
2935 Basingdale Blvd.
R-3/U
V-B/ manufactured
3
276L s.f .
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code, 2003 International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International Plumbing Code and 2002 National
Electrical Code as modified and adopted by the Town of Vail.
The following comments wilI need to be addressed prior to issuance of a building permit:
For processing:
Please coordinate revised plan submittal with any comments from Town of Vail Public Works and Vail
Fire and Emergency Services.
Architectural Comments:1 Include (2) sets of complete modular building plans with approval stamps from the State of Colorado
Division of Housing.
2 Amend elevation plans to show all x-braces and diagonal braces as indicated on the structural plans,
Please also supply (2) extra copies of the revised elevations and a change to approved DRB
application to Warren Campbell.
3 Amend plans to provide vehicle barriers at the edges elevated driveway/bridge. Vehicle barriers are
required where driveway surface is 30" or more above grade per IBC 406.2.3 and 406.2.4. Barriers
must be designed per IBC 1607.7.3 to accommodate a 6000 pound horizontal load. Coordinate with
structural drawings to provide a complete detail stamped by the engineer. Clearly show e4ent of
barrier on the site plan, floor plans, and elevations.
Please also supply (2) extra copies of the revised railing detail and a change to approved DRB
application to Warren Campbell.
Structural Comments:4 Coordinate with architectural plans for construction details for vehicle barriers at the elevated
driveway per IBC L607.7.3.
5 Revise design criteria for driveway bridge. Design must accommodate a 50psf vehicle load with a
2000# load over 20 square inches plus a 100 psf snow load. Also coordinate driveway loading
criteria with the proposed use of the bridge. If the driveway bridge will receive trucktraffic,
construction staging or materials storage loads, additional analysis will be required. Refer to IBC
1607.6 for truck loading criteria,
6 Specify design criteria for the garage floor.
7 Include complete construction and connection details for the x-braces and diagonal braces. Sheet 52
8 Include construction details for all boulder retaining walls.
9 Include construction detail for the driveway retaining wall 1/S5 at concrete pier locations
10 Specifo deck ledger attachment on sheet 53.
11 Include wood framing specifications on sheet sl for the garage framing plan.
12 Specify required through bolting connection of (4) member LVL roof beam. sheet 56
Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit' please check all requested information is included with the resubmitted plans. pleise submit revised plans as a complete set. Partial plan resubmittals will not be reviewed.
Chris Gunion
I.C.C. Plans Examiner
Town of Vail Building Safety and Inspection Services
970.479.2369
cg u nion @vailgov. com
F:\cdev\CHRIS\PERMIT.COMtvENTS\805-0220.DOC
TAWRENCE ARCHITECTURE, INC.
a Commerciol a Residentiol t Renovotion t
September 15, 2005
Chris Gunion
Plans Examiner
Town of Vail Building Safety and Inspection Services
75 Frontage Road
Vail, Colorado 81657
Re: Building Permit No. 805-0220
2935 Basingdale Blvd.
Mr. Gunion:
In response to your Plan Review Comments (dated 07 September 2005); I offer the following
commentary.
Archatectural Comments:
Item No. 1 - Moclular building plans. Two (2) copies of the State approved drawings will be
delivered to you upon receipt.
Item No. 2 - x-bracing and diagonal bracing. The elevations have been revised to show the
struc'tural x-bracing and diagonal bracing indicated on lhe structural drawings. Please refer to the
aftached revised elevations (sheets A5, A6 and A7 - dated revised 13 Sept. 05).
Item No. 3 - Driveway guardrail. The driveway guardrail detail has been revised to match the
revised slructural guardrail detail (refer revised structural drawings) as requested. Please refer t0
the attached revised elevation sheet (sheet A5 - dated revised 13 Sept. 05). Note: revised
drawings will also be deliverecl to Warren Campbell for DRB approval - as requesled.
Structural Commentsr
The structural @mments (items no. 4 thru 12) will be ans-u/ered by the structural engineer under
separate cover.
Thank you for your assistance in reviewing these plans and if you have any fufther queslions -
please do not hesitate to contact me.
2686 WestAlamoAve.
Littleton, CO 80120
Voice: 303.794.8798
Fax: 303.794.8906
Toll Free: 1.800.330.1171
Rick L.
J. Scolnick - OryYner
KRM.o*.r.t.r,,r".
P.O. BOX 4572
vAtL. coLoMDo 81658
(970) 949-9391
(FAX) %9-1577
RECORD
TO:
DATE:
PROJECT:
Sam Gwin
RKD Architects. Inc.
tax970-926-9822
9t15t2005
Scolnick Residence
JOB NUMBER: 0505-21
nna Z neenue uores ffi nesroruse Z cunncnnoNlcHANcE
This is in response to the Town of Vail Building Department Structural Comments dated 09/07/05 for the above
referenced project:
4. See our revised detail 3/56, which has been designed for the 6000 pound impact load at 18" above the
driveway deck surface.
5. See our revised Design Criteria on sheet 51. The garage bridge has not been designed for truck loading.
Construction staging and materials storage is permitted as long as the loads do not exceed the listed design
criteria.
6. See our revised Design Criteria on sheet 51.
7. Construction details for the diagonal braces have been added to the plans. See details 2/56 and 1/S5 and
1/S4.
8. See revised section 1/S5
9. See revised section 1/S5
10. The deck ledger attachment is now shown on revised sheet 53.
1 1. Structural wood framing specifications have been added to the General Notes on sheet 51.
12. See the structural wood framing specifications on sheet 51.
A new revised setof drawings, dated 9/'15/05 has been issued and is included with this record.
COPYTO:
RtCt S[p I r; 2005
Deparhnent of Comm unity Devebpment
Building Safety and Inspection Services
/5 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970479-2452
,vww. vailgov. com
TO:
FAX/Email #:
Contractor/Aoplicant
Jay Scolnick
Sam Gwin
owin@rkdarch.com
I{UMBER OF PAGES:
FROM:
DATE:
BUILDING FERMfi #:
OWNERS NAME:
SITE ADDRESS:
OCCUPANCY GROUP:
TYPE OF CONSTRUCTION:
NUMBER OF STORIES:
BUILDING AREA:
2
Chris Gunion, Building Plans Examiner
09/07/200s
B0s-0220
Jay Scolnick
2935 Basingdale Blvd.
R-3/U
V-B/ manufactured
3
276t s.f .
The documents submitted for this project have been reviewed for compliance with the 2003
International Building Code, 2003 International Residential Code,2003 International Mechanical
Code, 2003 International Fuel Gas Code, 2003 International plumbing Code and 2002 National
Electrical Code as modified and adopted by the Town of Vail.
The following comments wiII need to be addressed priorto issuance of a building permit:
For processing:
Please coordinate revised plan submittal with any comments from Town of Vail Public Works and Vail
Fire and Emergency Services.
Architectural Comments:1 Include (2) sets of complete modular building plans with approval stamps from the State of Colorado
Division of Housing.
2 Amend elevation plans to show all x-braces and diagonal braces as indicated on the structural olans.
Please also supply (2) extra copies ofthe revised elevations and a change to approved DRB
application to Warren Campbell.
3 Amend plans to provide vehicle barriers at the edges elevated driveway/bridge. Vehicle barriers are
required where driveway surface is 30" or more above grade per IBC 406.2.j and 406.2.4. Barriers
must be designed per IBC 7607.7.3 to accommodate a 6000 pound horizontal load. Coordinate with
structural drawings to provide a complete detail stamped by the engineer. Clearly show extent of
barrier on the site plan, floor plans, and elevations.
Please also supply (2) extra copies of the revised railing detail and a change to approved DRB
application to Warren Campbell.
Structural Cornments:4 Coordinate with architectural plans for construction details for vehicle barriers at the elevated
driveway per IBC 1607.7.3.
5 Revise design criteria for driveway bridge. Design must accommodate a 50psf vehicle load with a 2000# load over 20 square inches plus a 100 psf snow load. Also coordina[e driveway loading
criteria with the proposed use of the bridge. If the driveway bridge will receive truck traffic, -
construction staging or materials storage loads, additional analysis will be required. Refer to IBC
L607 .6 for truck loading criteria.
6 Specifu design criteria for the garage floor.
7 Include complete construction and connection details for the x-braces and diagonal braces. Sheet 52
B Include construction details for all boulder retaining walls.
9 Include construction detail for the driveway retaining wall 1/S5 at concrete pier locations
10 Specify deck ledger attachment on sheet 53.
11 Include wood framing specifications on sheet s1 for the garage framing plan.
12 specify required through bolting connection of (4) member LVL roof beam. sheet s6
Please refer to the €over sheet for information on resubmitting plans. rn order to avoid delays in issuance of a permit, please check all requested information is included *Iti ttr" ."rru-itt"a pt"nr. please submit revised plans as a comptete set. partiat plan resubmittals wilt not be reviewed.
Chris Gunion
I.C.C. Plans Examiner
Town of Vail Building Safety and Inspection Services
970.479.2369
cAunion@vailgov.com
F: \cdev\CHRI5\PERMIT.COMMENTS\805-0220. DOC
TAWRENCE ARCHITECTURE. INC.
a Commercio a Resi entiol a Renovotion t
September 15, 2005
Chris cunion
Plans Examiner
Town of Vail Building Safety and Inspection Services
75 Frontage Road
Vail, Colorado 81657
Re: BuiHing Permit No. 805-0220
2935 Basingdale Blvd.
Mr. Gunion:
ln response to your Plan Review Comments (dated 07 September 2005); I offer the following
commentary.
Arch itectural Comments:
Item No. 1 - Modular building plans. Two (2) copies of the State approved drawings will be
delivered to you upon receipt.
Item No. 2 - x-bracing and diagonal bracing. The elevations have been revised to show the
structural x-bracing and diagonal bracing indicated on the structural drawings. Please refer to the
attached revised elevations (sheets A5, AO and A7 - dated revised 13 Sept. 0S).
Item No. 3 - Driveway guardrail. The driveway guardrail detail has been revised to match the
revised structural guardrail detail (refer revised structural drawings) as requested. Please refer to
the attached revised elevation sheet (sheetAS-dated revised 13 sept. 05). Note: revised
drawings will also be delivered to Wanen Campbell for DRB approval - as requested.
Structural Gomments:
The struotural oomments (items no. 4lhru 12) will be answered by the structural engineer under
separate cover.
Thank you for your assistance in reviewing these plans and if you have any further questions -please do not hesitate to contact me.
2686 WestAlamoAve.
Littleton, CO 80'120
Voice: 303.794.8798
Fa* 303.794.8906
Toll Free: 1.800.330.1171
CC:J. Scolnick - Owner
KRM.o*=r,-;*..,'".
P.O. BOX 4572
vAlL. coLoMDO 8t658
(970) 949-9391
(FAn 949-1577
RECORD
TO:
DATE:
PROJECT:
Sam Gwin
RKD Architects, Inc.
t?D<970-926-9822
9/15/2005
Scolnick Residence
JOB NUMBEF; O5O5-21
fl na I meentte,vorEs X nesporse fl crnruacnrrovcuAvcE
This is in response to the Town of Vail Building Department Structural Comments dated 09/07/05 for the above
referenced project:
4. See our revised detail 3/56, which has been designed for the 6000 pound impact load at 18" above the
driveway deck surface.
5. See our revised Design Criteria on sheet 51. The garage bridge has not been designed for truck loading.
Construction staging and materials storage is permitted as long as the loads do not exceed the listed design
criteria.
6. See our revised Design Criteria on sheet 51.
7. Construction details for the diagonal braces have been added to the plans. See details 2/56 and 1/S5 and
1ts4.
8. See revised section 1/S5
9. See revised section 1/S5.
10. The deck ledger attachment is now shown on revised sheet 53.
1 1. Structural wood framing specifications have been added to the General Notes on sheet 51.
12. See the structural wood framing specifications on sheet S1.
A new revised set of drawings, dated g/15/05 has been issued and is included with this record.
[]i?flfiD
fl".:."11;"*
E'';q$
.- i 23199 COPYTO:
tlGrzats 1a:38 9749269089
Luiza Pehovska, PD
President
lrWP I 2-LKP\979 I open-PIER.wpd
Copy faxed to Sam Gq'in @926-9822.
LKP ENGINEERI
RE: Open Hole Obsen'stion-Pier Drilling
Lot 19, Block 5, Vail Inter-mountain
2935 Basingdale Drive
Town of Vail, Eagle County, Colorado
Proiect No. 9791
NG INC
o
PAGE E2
November 15,2005
Mr. Jay Skolnick
Myles Properfy Leaseholds
138017"'Sr.
Denver, CO 80202
,fr,-
Dear N&. Scolnick:
At the request of lr4r. Sarn Gwin, on october I I'h, I 9'h, 20s and 24'h , 2005. we visited the
construction site on Lot 19, Block 6, Vail Inter-mountain, 2935 Basingdale Drive, Town of Vail,
Eagle County, Colorado, The purpose of our site visits was to obsen'e the drilling for the straight
shaft piers-
A total of 24 piers were drilled. The piers were designed by KRM Consultants, .Iob No,
0505-21, dated August 3, 2005. Depth to bottom ofpier holes varied from 17 to 33 feet. All
holes were a minimum of 3 feet into the bedrock, and one (Pier # 8) was 6 feet into tlre bedrock,
which was according to the plans. A1l of the piers were located by the surveyol prior to drilling.
We recommend compliance with the recommendations of the above-named soil report
during the remainder of the construction, specifically with the sections on drainage, grading a.11d
irrigation.
If you have any questions, please do not hesitate to call.
Sincerely"
LKP Engineering, Inc.
P.O. Box 2837, Edwads, CO E1632, (9?0) 926-908E Tet, (970) 926-9089 Fax
A Timber Creek Hom€s,,.
November 12,2005
Jay Scolnick
Premier Community Homes LTD
2442 Downing Street
Denver, CO 80210
Project#249
Dear Jay,
Enclosed are your stamped, approved plans from the State ofColorado.
Ifyou have any questions please call.
Best regards.
/ I .-.n /, /,/ ^ z q4"-{hCrezx'+'
LI6*IM. Pelkey
Sales Administrator
One Timber Creek Trail o PO Box 304 Stratton, NE 69043 o Tel. 3OA.276.2478
32679 D944301 RAFTER 1
11.98
un'erat poresr P-r&uc6. t,rclcii"?aap'ai. ttt ls5o5. To; c,a'g
1 Scolnick outside raft dside mem
-6-200 e Feb 1r zooa M,Ter til,usras. tl'c jue-seri tj ll rr ii iocs
. .. ,-2-1.8
?'r'8
6 00 1?
SPACING l,r 0
Plates Incre3se 1 00
Lurnberlnc.eese 100
Rep Str€s Incr YES
BEH18D
3
-s.
TI
-ba ' f,\e.--
...' ^ssl!;,tF
OETAIL A
,,.'/.
,r";t-u'
." //
' Fasren 2x12 OF SS lo one sidc
oltruss w/:l rows ol lod naals
staced .1'o/c & 100% struclural
edheslvecove.age,UNO
' luaximum l/10' cupping allowed
in boll\ si6e and mrrn mernbers
'See Ncles 1, 1.1n.d 15
11,98
1l-98
(,I
rio
F|a."o--tfsel.(I'Y.Lt39]t!!:gir-. =-
114.0
LOADING (psl)
TCLL SO O
{RoolSnow=80.0)TCO! to 0
rBCoL 00 -'33 ;;"-;Bird;;Pniro2
csl TC 0.60 8C 000 wa 0.00
([lahx)
PLATES GRIP MT20 A0lr95 t!rll18 1741fi8
weighl: 87 b
lPl
Ven(LL)
Verl(TL)
Hor.OL)
4 t9
-0 21
0.01
0oc) UCen Ud
2-4 >750 240
? l >667 180
, LUMBER
: TOP CHORO 2 X 12 OF SS'Excepl'
T22Xl0OFNo2
LgR SCAB 2-4 2 x 12 DF SS one side
REACTIONS (lb/size) 5=522Mechanical, 2=789/0-5€
lua)( Hor! 2:204(load cass l0)
Nlax Uplitl5=14o{load crse 7).2..166(load case l0)
&lax Grav 5=969(load case '12). 2=1465{load case 12)
FORC€S {lb) - l!3timlm Coapressio.vltarimum Tensron
TOPCHORo l-2=0/187, 2-3=43&0, 3-6.-197/0, 44.-1820, 4-5=162,8.!2
I/OTES
BRACING
TOP CHORo Struct!.il\rood shealhing dkectlyapplied o.6-00 oc purljns.
BOT CfIORO Rgd ceiling di.eclly applied or 10-0-0 oc b€cing
i) Anacned.l{ 0 scab 2 to 4, kont lac€{s} 2 x 12 DF SS wth 2 lo{(s)of 10d Common( I Ll8'r3'} Nails spaced I o c except:stadrng al0-7-14lrom end el
joinr 2, nail4 rcw(s) at 4 o c for 3-4-2
2 )rnd ASCE ?-02. 1 | omph. h'30ii TCDL=6 opstt SCOL{ opsl; Caregc.y lt. Exp C. enclosed, iIVFRS gable eno 2one and CC Erteno(2] !one. LumDer
OOL=1.60 ptaie grlp DOL:1 33 This lruss is designed lor C€ for memb€E and forces. and for MWFRS l(x reacnons sp€cilied
3) rCLL ASCE 7.02: Pf=80 0 p3t(net loot snow);Category lli EJ(9 CiPadaly E:p, Cl=1 I
4) lJnbalanced snow loads have b€en consideed lor hrs de6r€n
5) Th|s lruss ha5 b€en d€signad as per l8C Secl. '1605.3 1.1 Load redlclron, fo. mullrFie ive loaos
6l All plates a.e lvtT2o plates unless otlreftvlse 'ndicated 7) See BEH18 OETAILS tor plate ptacemenl.
E) Provisions must be made to povent hle€l movemenl o, ning€d mefibe(s) dlnng f?nsporlalron
9) Eeanng atjoin(s) 2 conrcters parettel to grajn vah e using ANSrrPl I angle to g€in folrnula Burldrng des,gnershculd venfy €gacrty olbetnnq su.lace
t0) prcvida rnechanical conn€ction {by otheG) of truss lo b€3nne pate capeble ol v/ilhstanc,ing 1.10 lb uplill at lornt 5 ancl 166lb uplift al joint 2 t0) prcvida rnechanical conn€ction {by otheG) of truss lo b€3nne pate capeble ol v/ilhstanc,ing 1.10 lb uplill at lornt 5 ancl 166lb uplift al joint 2
I l) Tnls tfu3s is cl€signed n accordance wth lhe 2OO3Intemalonal Building C.ods lection 2306 1 and rclerenced standa.d aNSl/TPl 1
t2 ) Truss membeG 3hall not bo c!t. dntled, s!|ced, notched or otherivtse alGred wrthoot fiinen lpp.o\ral of lhe desrgn engrneer )2 ) Truss membeG 3hall not b6 c!t. dntled, sl|ced, notched ot otherivtse alerei lnlhgrl !,nl!en p.o\ral 0f lhe desrgn engrneer
5.4(stateJ|calilom€c|epanmenlolHo6ngandcommUmlyDevelo'me.|)
15) Where 3pecrfied, nails shallt€ lOd common wire nails, 3. long. O=0 1€'Fyb=90,0o0 psi comtottning to ASTM Slendard F1667
[, wnnrurruo -ve tydesisnparametercandREAD^rorEs *"*u;;IgfiSgniHiiff;ii;** "3J^ffi115,'#l,i[%!' z-..
Th|5buIdngcornp6entha3on|ybeencesjgned'oftheloed5.o|cdonth|sdrawin9'con5L1Jctionand|iningfofceshavenolbeenconsidered'Th€bder|sie5Fn5|b|e
lo. fifng methods and !)stem dasign. Bulder respo.rsibilitie3 a(e dafned under seclion 2.3 of TPll-2002. Thrs design is based o. y upod pa€mete6 sho/f. and is tc. I ZF I
anindividUa|bUildinccofponentrobein5|atledand|oadedYert€al|yApplicabi|ityofde5€npalam.tefsandp(opefinco.p
de9gnef.noltrugsde.i!nef.Bracln9shov,,fis'or|aler.l3Uppd1ofindividUa|webrnembe6on|y'Addi|iorEt|emporarb€on9|oin5u.65|abi|itydunn9constrction1
istheresponsibi|ityoflh..recto.'Addilona|p€r'€nen|b6ongo.theov€rallsiIUctureistherespon!ibilityof|hebUi|dingde5ig
fabrica|ioo.qUa|itycofiro|.3to.a9e.delive.y.erectto.landb€cin9.codsu[8qstl.03'rodtjtewoodTr55co(Jncj|ofAIr€andI
ffi"if';h\
,Jt=r.=.--"t*li i- 39142 t'2
fu,;u;&
-l!om-t 1[CA, 63o0-EDterprj.le t Jlur'adroso-W!5]z r o 11. 'FF6'nMn.L <,,lpllroplatesup lpe @Fyli9!ll2$5!y:!oi\6rratEorEsl Pro&d3-l,oc.--
D944302
---OY-__ PLY
1
_ u;'G.s; r-orcsr p-loo,cs. tA .Grand Rap'd;, tl l9a0t T6m CA|g 6 200 e Feb t I 2Oo5 Nt,Te[ Ind!st/,es. Inc Iue Sep tJ 1,1 tr ]J 20q5
JZOTV
OETAIL A
RAFTER
'Fasten 2rl2 OF SS to one side 6 00 1?
of ttuss w/ 4 rows ol 10d narls
sgaced il'o,c & 100'n svucl!rai
edhesNecoverage,UNO
' ltarmum 1/16' cupp,ng a]lowed
in bolh s|de and marn membe.s
'See Noles 1, 14 and 15
! q,8
11.&8
.1?x
T3
5
N.N
"N N ooo
J*N
*N
"N i*N
7
9:
?:l lo;ci
aEH180
3
^.4
"i:::3:'$"".
o
"i )l
=
2
TI
':'
4-3{ o{.8
0-34 0-0-6
LOADING (pst)
TCLL 8O,O
(Roof Snow=8o 0)
TCOL 10.0
acLL 0 0
SPACTNC l-4.0
Plates lnoe€se I 00
Lumb€.Increase I 0O
Rep Stress lncr YES
Code 18C2003/TPl200?
OEFI |n
ven(LL) { 19
Ven(lL) { 2l
Horz (lL) 0 39
PLATES GRIP tvltl8 t4r/138
\f,/e,ghl. lt7lb
csl TC 0 61 8C 000 w8 026
(uarnt)
(oc) uoefi ud
1.3 >729 240
r-3 >6.18 180
5 rva tua
:LUMAER
TOP CHORO 2 X 12 DF SS WEBS 2 X6 SPF No 2
LBR SCAa 2{ 2 X 12 OF SS one side
REACnONS (b/size) 1=529/0'18.6:529/0-54
f,tar Horz 1=l4ql@d cese 7)
lvlex Uplift l.-67(loed cas€ 7). 6:.14z{load cese 7 )
l"bx Grav 1=982(lo€d c€se t2). 6:982(lo€d case t2)
FORCES (lb) - I'bximum Compressro.vlltaximum Tensiori
ToP CHORD l-2=-35tro, 2-8=-31lt0. 3€=231/0, 3-9=-162]0. 4-s=-151219. a-5=-15t350
WEBS e7.-9a2833, 5-7='98233
NOTES
ARACING
TOP CHORO Strucb€lwood shealn,ng di.ec y applied or 6-0-0 oc pudnls
8OT CHORO Rrgd cerl,ng drecllyappl|ed or l0{{ oc bracng ta,/EBS 1 Rowar midpt 5-6
t) Arhcned 9{4 scab 2 ro rr. tronr face(s)2 X 12 OF SS with 2 ow(s)ol lod Common( l.l8'x3') Nails spac€d I o c ercepl stertng at 0.0'0lrom end at loinl
2, nat 4 row(s) at 4 o c lor 3{-0, sl,artrng al7{4 tro.n end atjoint 2. nail4 ro{(s)at 4 o.c fo.244
2)A$:cned +04 sceb 5 ro 7, iont bce(s)2 x 6 No. 2 srh 2 rowls)of 10d Co.nmon( l48.r3.) Nerls spaced 4'o c ercept staftng al0{.0 trom end allo!^l
5. na,l 2 .o/vls) ,t 3 o c tor 24-0
3) Wii:d: ASCE 7.Ozi t IOmph. h=30fl, TCOL=6 opsr, SCOL=0 otst, Cale€or/ ll, Erp C. encloseO. IIIYFRS gabre end rono a.d C4 E)(le.io.(2) zone, LLrmb€.
OOL.I 60 ptare gnp DOL=I 33 Tnis truss is dssagned fo. C4 for m6.nb€6 and forces, and lor N$VFRS lor reactro.s sp€c led
4) TCLL. aSCE 7O2. Pf.80 0 psf (flat root snow). Calegory li, Erp C, Pad'ally Etp . Cl=1 I
5) Unbelanced snow loacb have b€3n consrdered for lhis d6i9n
6 ) Th's nuss nes been d6igned as p€r lgc Sect 1605 3 1 I Loac, reductrofl, to. multrple lrve roads
7) S€€ B€Hl8 oETAILS lor plale placefienr
E) Prsviscns must be made !o prevent lateaal movement o{ hinged m€mb€(s) c,unng llansponation
9)Beafng atjon(s) 1,6consrce6 9€.-allel to g€in ,r"lue lsrng ANSI/TPI I angle to gra,n lomrlb Buld.ng c,€s,gner should venly capacity ol Deanng sldace
10) Provra€ fiechrnicat connect'on (by othe6)ol ttuss to beanng phre.apable ol withstanding 67 lb upttl al lo|nl 1 a|ld ll2 lb uplitl at toinl 6
1l) Th6 truss 6 design€d n acco.dance wllh the 2003 Inteynalonal Building Code section 2306.1 and referenced slanctard ANSUTPI I
12)TtuSS members Shall not be cul. dnlted, slrced, nolched or othetwse alterd wttioul wfltlen approval of lhe d€s'gn 0n9n0€r
.l'131 Th,s rruss has been de6ign€d to fieot 2003 lgc, Seclron 2300 l0 7 1.2003
'RC
R802 l0
U 1l) S,de me.nOe. snatt De f;aten€d !vi!h srtucrurat adnosivo tnat meets htequire;E;G?Ca29a (S€te of Calilomia Oepadment of Housrng and Communrly D€velopment)
l5) Where i9€citied. naats shall b€ lod commo^ wre narls, 3'long. O=0 148' Fyb=90,00O p$ comlo.tnng lo ASTM S€ndard F1667
#-$iij.iru /$v_t (i\ rll ,r.g.i.\a \
f-r '*i
(o!.. -.'i.sor k;;;';$
wARNlNc -veriry desisn parameters and READ NorEs *o*r"t1".'i'iiiiSi'#iii;llitu** '3lffili"iJr:'lF[%!t
Thls bsitding comF,onent has oflly been desrgned for the loads rEled oo thrs drawng Crnstructon aod lilling forcas hava not bcen considered. The builder i3 responsible
for liRinq m€thods and stttem d€aign. guitder responsibrlitres are dellned under sechon 2.3 of TPl1.mO2. Thrs d6ign 6 besed only upon pa€ftelaG sho\Nn, and is lor
an|nd|!1dUa|bui|dingco.nponcnttob.In5tal|edahd|oadedvenica|ly'&p|icablhtyofde5ignpararnet6sandprop€.|nco.pc€liofc
deggner.nott'Ussdesi9']€..B€on95hofti3for|atera|5uppCftd.dividUa|w€brrrembe'so.l|y'Addilor1a|lempo6rbracng|oin5urtsbi|ilyd!di9cons|rdim
is the respomibility of the eacctor. Additjonal pennanentbraong ot the ove€llslrclure rs lhe responsrbrlity ot th. building d€}signer. For gcn€ralgujdance r€€Efdino
]fab.ication'qua|itycontroi.9tofage.deliver.erectionandbrao'\9,cofsU|tBcs|143fromlhewoodTrssco|Jnci|olAn€and
Permit Nunrber
REScft eclr Compliance Ce rtificate Checked By/Drtr'
2003IECC
RESclrecl'Sofrvare Version 3.6 Release 2
Data f lename: Z:\Projects\PRODUC-l \Scolnick\Untitled.rck
PROJECT TITLE: SCOLNICK
CITY: Vail
STATE: Colorado
FIDD: 9248
CONSTRUCTION TYPE: Single Family
WINDOW / WALL RATIO: 0.13
DATE: 10i31/05
DATE OF PLANS: 9/9/05
PROJECT DESCRIPTION:
32'-8" x 44'-2" THREE STORY HOME
DESIGNER/CONTRACTOR:
TLVBERCREEK HOMES INC
ONE TMBERCREEK TRAIL
STRATTON, NE 69043
303-276-2478
PROJECT NOTES:
CUSTOMER FIAS ASKED FOR 6" BATT NSULATION, TWO LAYERS OF 2" RIGID
INSULATION,
AND 3/8' FI\ISHED PLYWOOD UNDER THE BO)GS THAT ARE OPN TO THE AIR
BELOW,
COMPLIANCE: Passes
Matimum UA= 451
Your Home UA = 434
3.8% Better Than Code (JA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor M
Ceiling l- LMNG & DEN LEVELS:
Cathedral Ceiling (no artic) 725 38.0 0.0 l8
Skylight l-22"x48"(6): Ivletal Fnme:Double Pane rvith Low-E 48 0.340 16
Ceiling 2- MASTER BEDROOM/BATHS:
Flat Ceiling or Scissor Truss 443 38.0 0.0 13
Wall l-lST FLOOR REAR: Wood Frame, 16" o.c. 232 19.0 0.0 l0
Windoiv l-2650-2x2: Wood Frame:Double Pane *ith Lorv-E
Windos,2-3050: Wood Frame:Double Pane *ith Lorv-E
Wall 2-lST FLOOR RICIIT: Wood Franre, 16" o.c.
Windorv 3-2616-2: Nood Frame:Double Panc sith Lou,E
Door l-2868: Solid
Wall 3-lST FLOOR FRONT WALL: \['ood Fratne, 16" o.c.
Wall 4-lST FLOOR LEFT: Wood Franre, l6" o.c.
Windorv 4-3050: Wood Frame:Double Pane u'ith Lori.E
Wall 5-2ND LO\\'ER FLOOR REAR: \\'ood Franrc. 16" o c
\\' indou' 5-26 I 6/5050/26 I 6(3):
Wood Fnme:Dor"rble Pane with Low-E
Windorv 6-3018x2: Wood Frame:Double Panc rvith Lo*'-E
Wall 6-2ND LOWER I-LOOR RIGIIT: Wood Frame, l6" o.c
Windorv 7-3018x2: Wood Frame:Double Pane rvith Lou.E
Windorv 8-26 t 8-2x2: Wood Framc:Double Pane with Low-E
Windorv 9-2650-2: Wood Franre:Double Pane rvith Lorv-E
Windorv l6-TRAPS: Wood Frame:Double Pane with Low-E
Wall 7-2ND LOWER FLOOR REAR: Wood Frame, 16" o.c.
Wall 8-2ND LOWER FLOOR LEFT: Wood F-rame, 16" o.c.
Windorv l0-1530-2: Wood Frame:Double Pane rvith Lorv-E
W indorv I I -26 | 6-2/ 5050/ 26 | 6-2:
Wood Frame:Double Pane with Lorv-E
Windorv l7-TRAP: Wood Frame:Double Pane with Lou.E
Door 2: Solid
Wall 9-2ND FLOOR UPPER REAR: Wood Frame, 16" o.c.
Wall l0-2ND FLOOR UPPER RIGHT: Wood Framc. 16" o.c,
Windorv l2-153O-2: Wood Framc:Double Pane rvith Lorv-E
Wall ll-2ND UPPER FLOOR FRONT: Wood Frame, l6" o.c.
Wall l2-2ND FLOOR IJPPER LEFT: Wood Frame, 16" o.c.
Windorv 13-1540-2x2: Wood Franre:Double Pane with Lorv-E
Wall lI-THIRD RIGHT: Wood Frame, l6" o.c.
Window 14-2610: Wood Frame:Double Pane rvith Lorv-E
Wall l4-THIRD FLOOR REAR: Wood Fnme, 16" o.c.
lJoor J-1606: sollo
Wall l5-THIRD FLOOR LEFT: Wood Frame, 16" o.c.
Windorv 15-2640-2: Wood Frame:Double Pane rvith Low-E
Wal I I 6-ENT RY&ST AIRTVELL(ON S IT E): Wood Fnme,
Windorv l8-2640X3: Wood Framc:Double Pane uith Lorv-E
Windorv l9-1540-2: Wood Frarne:Doublc' Pane rvith Lo*-E
Door 4-2868+3068rv/2SL: Solid
Floor I-MASTER BED LEVEL:
All-Wood Joist/Truss:Over Outside Air
Floor 2-UNDER BEDROOMS :
All-Wood Joist/Truss:Over Outside Air
l6
5
l0
).
6
l-1
ll
5
50
tl
t92
8
l8
232
t92
l5
3r9
I 9.0
19.0
I 9.0
I9.0
00
0.0
0.0
0.0
0.3r0
0.310
0.310
0.340
0.310
I6" o. c.
30
t2
)J
.t-{J
696
ll
0.310 31
0.310 3
il
0.310 3
0.310 5
0.310 8
0.310 8
1l
ll
0.310 3
0.310 12
0.310 3
0.340 6
ll
9
0.3 r0 3
ll
8
0.310 7
6
0.310 2
22
0.340 6
b
0.310 4
0.0 20
0.310 9
0 310 4
0.3.10 l8
120
l0
259
l0
l5
l)
26
176
259
9
40
lt
l8
t76
160
9
I /O
160
ll0
377
l8
lt0
19.0
19.0
0.0
0.0
0.0 19.0
19.0
19.0
19.0
I 9.0
r 9.0
19.0
19.0
421
0.0
0.0
0.0
0.0
0.0
0.0
0.0
r 9.0
3 8.0
38.0
t2
l8
0.0
0.0
COI\IPLLANCE STATENIENT: The proposed buitding de;ign described here is consistent rvith the building plans.
specifcations, and other calculations submiued rvith the pemrit application. The proposed building has bccn dcsigncd to
meet the 2003 IECC requirements in REScAecli Version 3.6 Release 2 (6nrerly' ltlECciect) and to comply 'ailh th.'
o^r'-8l2if4l-
o o
Timber Creek Homes. lnc.
One Timber Creek Trail
Po Box 304
Stratton. Nebraskr 69043
(306) 276-247E
H I paoJecr I SCOLNICK I I I--JJ- 3t€""447--l
ROOM
LENGfH LIGHT VENT ur Lf
IFE€T){so FT)wtNo 1 wlNo 2 WIND 3 wtNo 4 WIND 5 DOOR W'NO 2 wrNo 3 !!tND 4 wtNo 5 000R fMtN 8%)
KITCHEN 't0 12 120 'i000 10 00 833
OINING t0 120 40 00 40.00 18.00 7.n 000 81.67 12.50
LIVING RM 19 1 40 00 40.00 10 00 '10 00 16 00 80 00 7fi 7.*0.00 000 E.00 40.00 85.96 27.63
MASTER g€D 10 5 199 5 12 00 12.OO 18 00 12 00 12 00 0.00 21 05 1? 03
SEDROOM 2 15 180 25 00 15 00 78 18 00 25 00 15 00 7.&0.00 36 39 26.39
SEOROOM 3 l0 25 00 25 00 27 78 27.78
SEOROOM 4 1 132 15 00 15 00 't136 1136
SIUOY 10 120 25 00 25 00 20 83 20.83
OEN 10 120 20.00 20.00 16.67 16 67
FACTORY BUILT RESIDENTIAL APPLICATION
Timber Creek Homes One Timber Creek Trail 3425
PIant Mailing Address
Timber Creek Homes
Plant Telephone
308 276-2478
P.O. tsox 304
Stratton NE 69043
Contact Person
Sally Klemmer
Telephone
308 276-2478
Name of lnspection Agency and Mailing Address
State of Nebraska
Telephone
402 471-0518
Fax
Model Descriotion 32'-8" x 44'-2" product Name SCOLNICK
X 12003 IRC-Code Compliant X 12005 NEC Compliant
LIVE ROOF LOAD I 75 PSF IWIND DESIGN PRESSUREI 90 IPSF
FLOOR DESIGN LOAD I 50 PSF
FEE SCHEOULE TOTAL
FOOTAGE
AMOUNT
Annual Regiskation Fee (must be accopanied
by new/updated QC Manual
(minimum 2 copies- maximum 3 copies) 5500.00/per
locat'on
MODEL NAME/NO,
Fee Calculator (or plan Approvals+LJnit Square Footage x
factor indicatied below:
Plan Approval Fee - $0.25 Per Square Foot
(Minirnum 2 Sets-Maximum 3 Sets)
2195 $548.75
Additional PIan Set - $0.10 Per Sq. Foot $0.00
Nlinimum Fee for Plan Aoorovals is - $160.0C
Plan Revision - $0.'l0 Per Square Foot s0.00 Plan Approval Number
5c?7 f'5 N4rnimum Fee For Plan Revisions - $50.00 ea
TOTAL AMOUNT SUBMITTED s548.75
EXPIRES ^ / /<l/ /z CC
IITANUFACTURER CERTIFIES thal cnly atproved equipment and r,atenals will be LseC and Ifre ,rsiallal,crs shall be maCe In acaordance w!th approved plans and 3pFliceble
codes and provrsions ot Ih
m3de|orand|ns|9n1aaf'jxedtoeachlactorbUi|tnonlesdenha1IhatissUbjecttocoloradostatUIes3ndwhchlsnranfaclu
DIV. OF HOUSING, 1313 SHERMAN STREET, RM 518. DENVER, CO 80203 303-860-46'16 FAX 866-4077
FB-PlPlanApproval.Application
KRM CONSULTANTS, INC.
P.O. Box 4572
Voil, Colorodo 81658
(e7o) e4e-e3e1
Fox (s7o) g+s-1577
T.O.W. AND T.O. L
SLOPE IOGETHER
CONT. L4x4x1l4
EMBED t - -3/8"x\2"x1'-O
w/(a)-t /2"0x4" H.A.s.
AT EA, W12 BM.
6,6 JOB #0505-21 Scolnick Residence
s1..,ss1 *6. Revised 1 /S5 ep
DRAu'N BY srR o^rE 10/12/05
CHECKED BY DAIE
3 /16"12"
3/16 2" @ 12"
CONT. L4x4x1l4
1/2"6x4" H.A.S.
24" O.C.PROVIDE CONCRETE PAN
PER T.O.V,
REQUIREMENTS (NOT
sHowN)
fS's VERT. @ 24"
L3x3x1 /4 x 0'-4 EA.
srDE w/ (z)-t/z"o x
4'' EXP. ANCH.
BOULDERS 2'_O MIN.
DIMENSION
#5's CONT. HORIZ. @ 6"
(+)-n6's x 8'-0 @ EA. PIER
(2)-fs's coNr.
HORIZ.@TOP&BOT.
4'' FORM VOID CONT.
BELOW WALL BTWN.
PIERS
@
SCALE:
Site
From:
To:
Date:
Subject:
Leonard,
Further Info:
I have made coniact with the owner/contractor Jay Scolinick this morning, I left him a message to contact
me. He returned my call and left a message with me. In that message, Jay stated that he has made
contact with Yenter Companies regarding a slope stablization plan that he would like to inmplement.
I returned his calls and stated:
-We need some action immediately (some sort of temporary solution)
-Any plans for slope stablization must be submittted and approved
-All of this work is within the Town's Right of Way whcih requires Public Works approval
-A stop work order hs already been issued by the Public Works Dept.
- | will vcisit the site today and most likely recind/stop-work the whole permit until slope stablization is
completed and approved to the Town's satisifaction.
I can not allow any further work to occur on this site until the slope issues are resolved
Charlie Davis
>>> Leonard Sandoval 05/10/2006 5:28:04 PM >>>
PW will be RED TAGGING this site tomorrow....
>>> Warren Campbell 0511012006 4:14:25 PM >>>
This definately is not a good situation. I can tell and I am not even an engineer. Thanks for the FYI
>>> Chris Gunion 05/10 3:59 PM >>>
I receive a call about the problems on this site from the structural engineer of record, KRM. Sounds like
the second general contractor has walked off the job. See the attached email, letters and pictures. Looks
like they have under-mined the retaining wall they built at the edge of Basingdale, and it looks like there is
some serious erosion from the water running through the site.
Page 1i
Charlie Davis
George Chalberg; Greg Hall; Leonard Sandoval; Tom Kassmel
0511112006 11:44:05 AM
Re: 805-0220 Fwd: Scolnick Site
From:
To:
Date:
Subject:
Charlie
After speaking with Greg and Matt, I believe a letter to Mr. Scolnick is appropriate.
I plan on speaking with Mr Scolnick and sending out this letter today.
Thanks
Thomas Kassmel, P.E.
Torn Engineer
Town of Vail
Public Works Department
1309 Elkhorn Dr.
Vail, CO 81657
(970) 479-2235
GC;George Chalberg; Greg Hall; Leonard Sandoral; Matt Mire
Tom'Kassmel
Charlie Davis
OSfi12W611150:14 AM
Scolnick
Department of Public Ilorlcs & Transportation
I309 Elkhom Drive
,/ail, CO 81657
970-479-21 58
Fax: 970-479-2 166
www.vailgov.com
May I l, 2006
Mr. Jay Scolnick
2242 South Downing Street #201
Denver, CO 80210
Dear Mr. Scolnick.
It has been brought to the Town's attention that your current building site within the Town of Vail located at
2935 Basingdale Blvd. has been abandoned by the contractor and has been left in an unstable, unsafe condition
(See Filed Report by KRM Consultants dated 5-10-06).
The Town of Vail has Red Tagged this site and the following conditions must be met:
l. The site shall be temporarily stabilized by an engineered solution immediately. All utility companies
shall be notified of the situation so they may confirm if any of their utilities are compromised or in
danger. If no action is taken by Monday May l5th the Town will be forced to take action. All cost
incurred by the remcdiation of the site will be billed to the owner.
2. After the site has been stabilized, a professionally engineered analysis shall be completed to develop
a pcrmanent stabilization solution. This will include full reconstruction of any portions of roadway
that have been compromised. A full analysis and engineered solution shall be submitted to the Town
tbr revicw and approval. lf no action is taken on this within 30 days of this notice the town will be
forced to take action. Again all costs incurred by the remediation will be billed to the owner.
Please contact the Town of Vail as soon as possible to discuss your actions.
Thank you.
Sincerely,
Thomas E. Kassmel
Town Engineer
Town of Vail.
e7be263)
9709259489
Engineerlngr lnc,
ClV|LigEOTECIINIC^L
April25,2006
Mr. trry 9lohich
It(ylo Proprfiy Lurrholdr
1380 l7d' st.
D6v6r. CO 80202
A4/28/2A86 l0: 34
94125/2096 15134
PAGE
PAGE
81/Al
or
REr Ou-rltc Colulutlou for crrnc Prd SuPPort
tat 19, Block 6, Vail lntcr-Mountrh
2935 Brsingddc Drive
Torrn ofVail, Eagle CounB, Colondo
PrcjcctNo.979l
L>
tt'
(970) 926-9088 Tcl, (970) 926.9089 Fg,
Posi-lto Fax Noto 7671 o"b 4F"flor.lolil!,
. /<ta F* dbdaoC
".roet. K RlA co4,prrg4ca{o llrs{
Phon6 |ernror lJf-\JLa
Far' 9t/ 9-/57')Frrf ?LC 36\6
9o5'o*o
Dcar Mr. Scolnicl:
AtthorcquertofGcotgc,todry, Apnl25,2(tm,urevisitedthccoostructiootbe onlot
19, Bloc& 6, Vril Inr.Moquin, 2935 Baringdrlc Drivor Tona of Vdt' Eoglo Coruty,
Cotorado. Thc purpore of our ritc virlt r+lr to ohselc lhc ritc ar the shcot ncu tbc rcrd cut rod
rbovc thc cxictirg coucrctc rstainitg rvall, fot rqbllity of ilc ritc fu iho rupgort of tht craop to
unload tbc modds unltr for the buldiqg conrlnrction.
While rt thc rirc, rrc obscn'cd wner nrnning bclog Oe conct€tt tlbining wrll, below tir
rtcct. It appcucd that ih6 u,rtcr wu comin3 out of l 4.inch, 3rcrn, planic plpc. Thc rratcr unr
nrnning continrrowly. Tho ooil undr rhc ooncctc rctaining wall uns aodcd and r rbcor of
waict ums rurtdry dmln tlro bilhirtr, filltng up thc rror rroud mo,rry of the conuete pim and
coninuing do*n thc hill tq thc lowrr stcct. Wc did not obcrrrc u inlot m tb cboot above, and
don't lnow utorc tho pipe ir conhg frou, Ihc rorrrco of ths vattr ir rnost likob ftou tho rpdry
rutoff It h voly stongly rwonmeoded (nre expesscd ftc urgency of lhc sittudon to Ocorgp at
tbc ritel to contain the rratar into a sulvorl rnd diroct it rvny ioor tho mtaining wall and ftcm thp
fttue foru&tion npport picr. If lcfi udrtcodo4 lt lr vcry lilcly that thc nuuriug rnrr can
erodc thc roiJ bolow thc rtrcct rrrl cruc a sinkholc and r possible collrprc of thc rcad rbovc,
Alrc, wo oblorvcd thrt 6G largG boulders on ftc wcst sittc of the rctalntng wrll brtl
movcd downhill ftw inches. To or of thorc botttdcn r guy wira for lhe tolephonc pole uras
rnrc,hr(l.
Itrc liu ia ir prcrcnt conditiou it not mlb (or he cmao to puk End urrload modulrr tnitr.
Wc alsq rccommcn&d thrr thc rtrrctunl cnginea bc connrltcd for rbcing of tho rctrinirU *all. ,f
lflou brve ray quostioor, ptcasc do Dol hesitet! to call. . - (a-
!iqr,.b, ^ lrtd*r*r,LI(P Erginccrirg, lnc. ,<)X_ t" I
, /) /Dt --).bD-,. J*"- ( c'f'.'.tY2 M;*, ( E/xdet, r\./ ., u $\t-/r r ,/ " .^ tWq,,P'-Tuizalehovsk4PE ^$hy'P', 'Prcsi&nt V" 5S 1
Onc copy fa:rcd @ 30!-5?3-0077, origbrl mrllcd
,, NLL Jf\WPl2-LKP\9?glconr"cnnc.urpd {V UrC.
P.o. Eor 2817, Ed*rds, CO E1632,
\,,
*
KRM
P.l). E(tx 43 / I
Vail, Color-ado 4165e
CONSULTANTS. INC,
s7t]-949-g3s 1
FAx- 343-1577
FIELD REPORT
TO:
Jay Scolnick
2242 Soulh Downing Street #201
Denver, CO 80210
ATTENTION:
DATE: 5110r2ffi6
ARRIIE: 11:30 a.m.
DEPART: '12:10 p.m.
WEATHER: cool, sunny
JOBNUMBER: 050t21
PROJECT:Scolnick Residence
PRESE Tf Af StfE' Kim Mcchee, Fred Holz
STATUS OF COMPLETTOTV. steel framing partially erected, excavation not backfilled
I obseNed the steel framework that is in place and have the following comments:
'l . The shim spaces below the column bearing plales need to be packed solid with non-shrink grout
2. Some of the diagonal and X-braces have not yet been insialled. There are some that are not able to be installed until
the prefabricated modules are in place, but the X-brace along grid line D between grids 2 and 3 should be put in place
prior lo the module placemenl for stability of the steel frame.
3. At the column base plates along grid line D (at grids 2, 3 and 3.5) where the columns were misaligned, additional
stiffener plates are recommended below the added 6" angles at the notched beams. A vertical 1/2" thick plate should be
welded along the base of each side of the angle for the width of the bearing plate, per my discussion with Fred.
4. At these same column locations, the gusset plates below the MC18x45.8 beams have not yet been installed per our
detail. These gussets should be installed at three locations: at the east side of grid 2, at the west side of grid 3, and at
the east side of grid 3.5.
5. The welds stlll need to be inspected by a certified welding inspeclor. Some of the welds will not be visible once the
modules are in place, so should be inspec{ed prior to that. There will be further welding that will need to be inspected at
a later date.
6. I am still very concemed about the stability of the concrete retaining wall at the edge of the road. There is running
waler mming from undemeath the road, which has washqd out a portion of the underlying soils below the cenler of lhe
wall. In addition, the retaining wall appears to have been built taller than it was designed to be. lt was not designed to
support the lateral loads imposed by the roadway without the boulders and backfill below it and lhe sleel structure in
place as indicated on our detail. There should be only about 18" of concrete wall exposed below the bridge beams with
the final grading. As I recommended previously, a professional earth shoring/stabilization company such as Yenter or
HTM should be involved in stabilizing the roadway, both temporarily for the crane support, and permanently because of
the damage that has been done by the erosion.
COPYTO:
Fred Holz - Valley Fabricators
Chris Gunion - Town of Vail
KRM coNSULTANTS-lNc. .roa JoB #0505-21 Scornick Residence
P.O. Box 4572 511sE1 xs Revised 1/S5 or 2
Voil, Colorodo 81658 DRA**10 /12 /05
CHECKED BY DATE Fox (970) 949-1s77 scALE 3/4" = 1'-o
3/16" l\12"
T.O.W. AND T.O. L
SLOPE TOGETHER
3/16" ll2" @ 12"
CONT. L4x4x1l4
CONL L4x4xl/4 w/
1/2"6x4" H.A S. @
24" O C pROvtDE CoNCRETE pAN
PER T.O.V.
REQUIREMENTS (NOT
sHowN)
f5's VERT. @ 24"
L3x3x1 /4 x 0'-4 EA"
slDE w/ (2)-1/2"o x
4,' EXP. ANCH.
BOULDERS 2'-O MIN.
DIMENSION
fS's CONT. HORIZ. @ 6"
(+)-f6's x 8'-0 @ EA. PIER
(2)-fs's CoNT.
HORIZ.@TOP&BOT.
4'' FORM VOID CONT.
BELOW WALL BTWN.
PIERS
EMBED t -
3/8"x12"xl'-A
w /(4)-1 /2"6x4"
AT EA. WI2 BM,
H.A.S.
J
L!Y
(D
(o
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@ 12" FROM
TO 6'-0
E, THEN @
OF PIER
SCALE:
=f,
:<O
m
1-
I
1-
I -l
Jay and George:
After reading the report from LKP about the condition of the road, and seeing the photos that
George sent on Saturday, I am concerned about the stability of the excavation at the edge of the
road. I recommend that some remedial work and temporary shoring be done immediately and
certainly before the crane is allowed to go there. The erosion and excessive hydrostatic pressure
behind the wall due to the water observed by LKP could cause the wall to fail. lt is also a concern
that the photos indicate that the wall appears to be over 6' tall. lt was designed to be only 4'-8"
tall, with 1'€' of fill and boulders placed against the downhill side. All of these factors make the
wall unsafe to support a crane load. The water should be contained and redirected according to
the recommendations of LKP. I also recommend that a professional shoring/stabilization
company be hired to stabilize the excavation below the wall, probably with driven piles.
Companies that we have worked with in the past are:
HTM
303-974-3007
Yenter Companies
303-2794458
Kimberly R. Mcchee
krm@krmconsultants. com
KFIM coNsuLTANrs. rNc.
P.O.Bo\,4572
V6ll, Color.ado Ell 658
970-949-9391
FAX949-'1577
Premier Community Homes, Ltd.
June 1.2006
Joe Suther
Town of Vail
Development Review Coordinator
75 Sr.ruth Frontage Road
Vail, CO 81657
Dear Joe:
With respect to permit 805-0200, would you please kindly extend this permit for me
to October 31-t, 2006. I am anticipating that our construction will commence in the
second week of June, after I complete my road and slope stabilization.
I have hired Yenter Companies to stabilize our site so that we can safely continue
working on the site.
Thank you in advance for you positive consideration to my request.
Yours verv trulv.
A 44,-'(
ry{ V. Scolnick
President and CEO
c\wpUayWailVoe Suther-permit extension
. Denver/ CO 80210-5858 . 303.573.0067 . 303.573.0077 Fax
www.pchom esl td.com
ntr(:rEn\/EF t"t lt tl
l]l ruN o 5 2006
la
2442 South Downing Street, Suite 20L
Page I of I
Jay B. Scolnick
From: JosephSutherpSuther@vailgov.coml
Sont: Friday, May 1S, 2006 1 1 :36 AM
To: jscol@pchomesltd.com
Subject: Re: 2935 Basingdale Road
Jay
Permit 805-0200 expired 0511612006.If you could send me an e-mail formally requesting an extension and the length you wish
to e)cend, I will place it in your file and extend your permit.
Joe
Joe Suther
Town Of Vail
Development Review Coordinator
970-479-2t28
75 South Frontage Road
Vail, CO 81657
isuther@vailgov.com
>>> "Jay B. Scolnick" <jscol@pchomesltd.com> 05/19/2006 LL:27:23 AM >>>
Please let me know when the building permitfor 2935 Basingdale
expires. I think I may need to extend it due to the seasonality of
the building time peraod.
Jay
Jay B. Scolnick
President and CEO
PREMIER COMMUNITY HOMES LTD.
2442 South Downing Street,
Suite 201
Denver, CO 80210
(303) s73-0067 EXT. #103 Fax: (303) s73-0077
Check out our web site at: www.ochomesltd.com
5t22/2006
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Sheet Revision
MICROPILE REPAIR
SCOLNICK RESIDENCE
Proi.ct l{o,/cod.:
2006-70{103 l_r_o1ry1-1 oF.vA11-
20300 W. Highway 72
)-r1 =i\ln=o n
Arvada. CO 80007
Phone: 30$27$4458
Fax:30&2790908
YENTER COMPAIIIBS. INC. www.yenter.com
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OArl/ Oo tssuEo FoR coNilRr.gTloN MCft{Pro,&t Vall - Repalr
Scolnlck Resldence l).dln b'|
KWB
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RLE
sh..t No.: 1 Ol 2 Jun€ 14,2006
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Sheet Revision
SECTION VIEW
REPAIR
Proj€ct No./Co&:
2006-70{03 20300 W. Highway 72
Arvada, CO 80007
Phone: 303-279445E
Fax: 303-27M908
www.yenter.com YENTER COMPAI\IES, INC.
llot R]aloi,t.rr Ci..Ld t,:
0Arl 'l/06 6AUED FOR @NFTRUCNON MCM P'oj.ct Vall - Repalr
Scolnlck Resldonce O.ian S
KWB
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RLE
Shc.t No.: 2 Ol 2 atot r
June 14,2006
Cn-bd 8tt
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1{OTICE
THIS BUILDING Hos Been Inspe
' GENERAL CONSTRUCTION . P
,MASONRY
'WARM AIR FURNACE
,GAS FITTING AND VENTING . .
,CONCRETE
. OTHER: ?-f4-r613ss..,.'- *'t.i,. -t :"'
IS 1{OT AGGE]
NOTE:.L',ft , .lii r. r i r, : I i,,,r;.f:,1, !.,, ri?.\, .,?*?t
*, . . *k-fi 4 ).Yr!*r. ;'. . . . ., t*. t^l-.,.pP. i,+;l: 4/. . .
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.ft
-I
AL CONSTRUCTION
IRY
AIR FURNACE
TING AND VENTING
rI-III
TOWN OF VAIL, COLORADO
OFFICE OF BUILDING OFFICIAL
lIOTIGE
THIS BUILDING Hos Been Inspected, ond --
F5.Q
. PLUMBING
. ELECTRIC WIRING
. NO BUILDING PERMIT
. ZONING
L
tf
';tQb D0 ilo
REMOUE THIS I{OTIGE!
:e of Building Officiol, TOWN OF VAIL, COLORADO
Charlie Davis -
From:
To:
Date:
Subject:
Tom Kassmel
Jay B. Scolnick
0711912006 4:23:28PM
Basingdale Crane Operation
BDs'&>o
Jay,
We have reviewed the proposed crane operations plan for your home on Basingdale. In general the plan
may move forward, however the following issues must be addressed prior to the issuance of a Public Way
Permit:
1. The revised micropile plan and detail by Yenter must be re-submitted and approved. The plan must
show the location of existing utilities and show each micropile avoiding all utilities. Damage to the existing
utilities, especially the High Pressure gas line and/or the water line in this area could be disastrous.
2. The micopiles and cap must be either set at a depth of 4' below finish grade or cut off at 4' below finsih
grade when the project is complele.
3. A Revocable Right of Way Permit must be filed for the micropiles in the event in the future they must
be removed. (See attached)
4. Your strucutral engineer must complete an inspection of the site and provide a letter to the Town of Vail
Building Department stating that the steel structure and site is readyfor the placement of the modulars.
5. Provide a street bond in the amount of $19,960.00
6. Provide a Public Way Permit Fee in the amount of $347.50
lf you have any questions please contact myself or George Chalberg.
Thank you.
Thomas Kassmel, P.E.
Town Engineer
Town of Vail
Public Works Deoartment
1309 Elkhorn Dr.
Vail. CO 81657
(s70) 479-2235
CC:Charlie Davis; George Chalberg; Leonard Sandoval
q,g, n'r,.o
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Bo5-'ci)P''o Al'Y'ENTElll
July 11, 2006
Town of Vail- publicWorks
1309 Elkhom Drive
Vail, Colorado 81657
Attention: Mr. Thomas Kassmel, p. E.
Town Engineer
RE: Final lnspection - Slope Repair
Scolnick Residence
2935 Basingdate Boulevard
Dear Tom:
The micropile slope repair at the above referenced smlnick residence has been completed. This work was performed by yenter Companies and
conforms to the requirements of our drawingt and design.
lf you require any additional information, please do not hesitate to contacl
me at (303) 279-4458.
Very truly yours.
t'lrkl b^- 0 t/ ulot
M. C.'MicK Mu
Yenter Companies,
20300 W. Highway 72, Arvada, CO 80007 . 31312794458. Fax 3m/-279-0908 . www.yenter.com
.,ry .r ."'?"
trj3 'i.J
From:
lo:
Date:
Subject:
Gharlie
We have received confirmation ftom Yenter Companies that the micropile slope repair has been
completed per the requirements of the remediation design drawings. The red tag for this project may be
removed and construction may continue. The crane operations will be under a separate Public Way
permit.
Attached is a copy of the letter from Yenter.
Thanks
Thomas Kassmel, P.E.
TovVn Engineer
Town of Vail
Public Works Department
1309 Elkhorn Dr.
Vail, CO 81657
(970) 479-2235
George Chalberg
Tom Kassmel
Charlie Davis
07119120061;51:32 PM
Scolnick EglS'o?)o
CC:
o
li,fi$i.t, *F:,Jd
o
JUL 25 2OOO 2:3SPl'l HUSERJET 32oo
CONSULTANTS;,INC.
p.?
970-8 49-S3E l
FAxE49-167.z
KRM
P.Q,eox457?
Vail. Colonado ElI BSB
HELD REPORT
TO:
Jay Scolnick
Premier Community Holtl€o
fsx3O$57&m7/
ATiENTION:
Jay Scolnick
PRdlECf: Scolnllt ReskJence
DATE:
ARRAE
OEFARI:
WEAN]ER
JOBNUITB,ER:
7rmnffi
'l:00 p.m.
1:30 p.m.
cool, padly doudy
050s.21
PRESEIIITAISTIE' Kim McGhee
STATattt G COnPtEnON:. steel framswork in plece, moduhs not set yet
The struclural steel shown on 6h€et s2 (Foundation plcn) is in place excopt for the x-brac6 elong grid
-c be$,s€n gtldE
3 and +, the X-braoes atong grids i anU b U"tr**, gdda b and b, and the diagonal bracas along grids 2 end 3 bottt s€tl
grftla A and B.
The struciural sleel sho,nr on sheet 53 (Lower Fhor Fnamlng Plan) is all in flaca'
The structural steet shown on sheet 54 (Main Floor Framlng Plan) is in placa orcept br the steel beamb and columns to
supporl lhe deck along gid 1.
Nmg of th€ slructural steel strown on sheei S5 (Uppef Floor Framing Plan) lS in phe y€t
The rEmedial work thst I recommended be done at he column base plates along gild D at gtids 2' 3 aM 3'5 has been
done sa0sil8dorily.
The shim Spac8g belout lhe column bearing plgtes haw not yol been packed rvih non'shrink grout'
The sFuc{ural sbd tht is in place ls acceprtaUe as construded, end approvgd br the settlng of he lo|ver and mAin l€vel
modules, as soon as the column bearing plates at€ groubd.
coFfTo:
Chrk Gunion - Tom of Vail
NOV l rt 2OO0 3: 32Pl'l
K]IM
P.A.Bfl4672
Vdl, C( rlor.sdo E1EISB
SERJET 32OO
CONSULTANTS. INC.
PLH o p.2
a7q.34a-ee,87
FAJ(s,49-1577
F'ELD REPORT
fo:
Jay Scor{ck
2242 * vtt Dwvning Stro€t #201
Denver, CO 8O210
ATTETT{;ON:
w
DAIE'
AffiNE,
DEPART:
T?/EAITIER.
JC'BM.il/AER:
1U12ta,6
1l:00 a.m.
'll:30 a.n
cool, sunny
utoszl
PRO.IE"|I: Scolni* Rcddilcs
PRH|EITAISfIE: Kim iibGheo, Chud< Phebus, Fred Hotr
STAru$ tr COfllPLEDOil' roughftaming complete
I oboen Bd hG stBel framfrg hr tre grage bridge and tip daccment olthe final priecoe of stael c'ross.braclng bdour.
Th6 ste' d franring is acepted as cor6tu6d, The ctrlumn base flabs have been grculod pel our Ecdftrn€ndgtlons
and dcft ills-
I obsen, rd tE rnd of tho sbel bearn that was cut out of thc dooniray and tho topltan of lhe steel column that wEs cllt
down b llmr lanel d the dooruay fiom the entry landing hb the nerrrr gtah fuyer. That wofi wa done saliehdodly and
accordir g lo our recorYnendalbtts.
I oboerv rd thr @nstruslio{r of tio n6tv Imf orrefiangs that nvere rebulll Theso have b€€n dme roding b orr design
and am accepted s cDrEfruded.
C*YfO:
Clxick PhchrE - CFP Carpenfy Ssrvlcos
Greg Ardrey - Golorado Dltdghn of Houslng
TOWN OF VAIL FIRE DEPARTMEI.I? VAIL FIRE DEPARTMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2t35
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARMPERMIT permit #: A05-0079 '&'s ottj
Job Address: 2935 BASINGDALE BLVD VAIL Starus . . . : ISSUED Location.....: 2935 BASINGDALE BLVD Apptied . . : O9/Z6|2Cf,l5
Parcel No...: 2l03l43lDl7 Issued . . : 10/05/2005
Project No : l-(jo\ -oO _1 ( Expires . .: 04lO3lZCf6
owNER SCOLNICK, SHERYL L. & irAy 09/26/2005
36 SEDGWICK DRTVE
ENGLEWOOD
co 80110-4110
APPITICANI SHANER IJIFE SAFETY 09/26/2005 phone: 97O-4O9-9082
DEBORJAH IJ. SHANER P. E.
PO BOX 1073
FRISCO
co 80443
License: C000001971
ENGTNEER SHANER r,rFE SAFETY 09/26/2005 phone: 9-tO-4O9-9082
DEBORAH IJ. SHANER P.E.
PO BOX l_073
FRTSCO
co 80443
I-,icense: C000001971
CON'TRjACTOR THIIJ ELECTRONIC SYSTEMS 09/26/ZOOS phone: 970-949-4638
P O BOX 534
AVON
co 81620
L,icense:112-S
Desciption: NEW FIRE ALARM SYSTEM FOR NEW SFR
Valuation: $3.900.00
+,1+:l***'l*,t'l:a,l't:t**'*:t'|****:*:***!r**)t'i**'t:t****'***r*tt****r.**tt:t **rt***!r,t**,t*t FEE suMMARy
Electrical----- >
DRB Fee----->
Investigation--- >
will Call-------- >
TOTAL FEES-- >
Approvals:
IIEM: 05600 FIRE DEPARTMENT
10/04l2oo5,t,rR
$0.00
$0.00
$0.00
s0.00
$3?8.25
Total Calculated Fe€s- > $3?8 .2s
Additional Fees------> S0.00
Total Permit Fee---- > $378.25
Payments- -.
BALANCE DUE-------- >s0.00
Action: AP Approved as noted:
1. Knox box required.
2. Accessible storage beneath stairs shall be detected.
3. Fire alarm shall not be disabled by telephone.
4. Provide zone list at rouqh-in.
CONDITIONS OF APPROVAL
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with atl rown ordirnnces ird state la-rt to build this $trucnr€ according to
review approved, Internalional Buil ing and Residential Codes ard other ord-M
REQUF,SIII FIOR TNSPECIION Sf,ALL BE MAI'E TWElaTy_XdrR H(x,Rs
towns zonhg and suMivision codes, design
of the Town applicable thereto.
AT 47$213s FROM t:lXl AM - 5 PM.
L
*t*******l'******t ****+**{.**t ****t**'}*****t+*****tt**t****tf++****t**+s+*++t*+*****i*,}*******
TOWNOFVAIL, COIORADO Stat€ment f*+*f+++*+tff+++*****+++++*tf*+++*tf+**+++******+********+*i'**t************{.rr.*rf't '}!r*****t +
Statement Number: R05000154? Amount:
Palment Method: Check
Electronics 156 54
$378.2s r0/ 0s/2oosot:21 PM
Init: DDG
Notation: Thul
Permit No:
Pareel No:
Site Addreee :
Location:
Thie Payment:
BP 00100003111100
PF 0 010 00 031123 0 0
405-0079 TYpe: AITARM PERMTT
2103-143-1.001 -7
2935 BASINGDAIE BIJVD VAII'
2 93 5 BASINGDAJ.,E BIJVD
$378.2s
f**i+++++**+****+***'i***********+t**************8+**+************f+++++++t+a+***+*+***+*****
ACCOIJNT ITEM LIST:
Account Code Deecription
Total Fees:
Total ALL PmtE l
Balance:
$378,25
9378 .2s
$0.00
Current Pmt,6
L46.25
232 , O0
FIRE AIJARM PERMIT FEES
PIJAIiI CHECK FEES
mmloPYtn
Frontage Rd.
81657
AppucArtvtlL ilor BE AccEprED lF rNcoMpLETn u
Project #:es -cs?(
Building Permit #:
Alarm Permit #:77
TOWN !F VAIL FIRE ALARM PERUIIT 4PPUEAIIQN
Commercial & Resadential Fire Alarm shop drawings are required at time of 75 S.
application submittal and must include information listed on the Vail, Colorado
pagqof this form. Application will not be accepted without this
COMPLETE VALUATIONS FOR ALARM PERltlT (Labor & Materials)
FireAlarm: $ SqOC
****FOR OFFICE USE ONLY*******!*:r****!i!r*:r!r*******************
71 8z>
information.mZS,"-7
Fire Alarm Contractor:
Thu\ B\tc\rc'''.:
Town of Vail Reg. No.:&6 r?-.\
Contact and Phone #'s:
\{r\ ^ Thrr.r\ \tq qr"'tP.
E-Mail Address:r\
Contractorsignature:
N Dt\--
--
Contact Assessorc Office at 970-32E-E640 or visit for Parcel #
Parcel# ,J tOlr{ bt\ro\l
Job Name: 1o\n, cL (oli dl,ntr_
Job Address:p16s Bc.s,ryddr B l,,r/. \h., \
Lesar Descriprion ll r-ot' lq ll encr' b I ritins,Subdivision: \lC.r\ L lo r rrrs.,.,\., .
owners Name:,1.*- S -\^,. t, ll Address:3u 5.lcp , i,,1 i,\--.L *,r .,. ll Pnon"'
Eneineer:Dyrrc.h sho,rr.r llAooress:po Bs/ Iol\ r.*.ouwl ll
Pnone: {rlq-qot
Detailed Location of work: (i.e., floor, unit #, bldg. #)
\lnrou.,\^.,c,,|r \o'.^y
Detailed description oFwork:
\ ? t'\ Vrlrt cr\ rr., ^n <itsRm Qun rpr^r hocnt
Work Class: New (u/ Addition ( ) Remodel ( ) Repair( ) Retrofit ( ) Other ( )
Type of Btdg.: Single-family (V/ Tr,vo-family ( ) Multi-famity ( ) Comm€rcial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation units in this buildino:
Does a Fire Alarm Exist: Yes ( ) No \l Does a Fire Sprinkler System Exist: Yes ( ) No t/1
\\Vail\data\cdsv\FORMS\PERMITS\ALRMPERM.OOC 0712412002
n J.. .,n t s :- t, T t.''' t '.4_. a'
St
/''* a
aa
I'#
own of Vail Reg. No.:Contiact and Phone #E
COMPLETE VALUANONS FOR ALARM PERMIT (Labor & Materials)
****n+*****t***********+*r!!r+t**irt**ili*ttFOR
OFFICE USE ONLy**rr!************************* rr******
DTr)APTA{TNI
,-S I
^/- rv:
Ililr
0ri""
lPt
Assessorsltfrtcg at 920-3 2}-8rf!r} or visit
J"b Name, Sc.o\ri \&(el,du.r-Job Address:p16s
B{,s,
Detailedt-o"rfion@
ir( ) Retro-fil ( ) Other ( )
Type of Btdg.: Singte-famity (Two-tumity( ) Murti-famiryt lcor@ No.ofExistin@ tto. oteccommooation unitf in rfrG uffi Doesa FheAtann Eiist-ffi
as $ubmlttsd ?
d ru toted cf Approvrdlr [oted Cf / A /*oa,&?.,\\Vail\data\cdav\FoRMS\pERMtTS\ALRMpERM.DOC
778
."..,-, lo- /- a{
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 816-57
970-479-2138
Qroo*rrrNT oF coMMUNrry or*||or*r*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: Eo5-0220
61f-o;t)-o
Job Address: 2935 BASINGDALE BLVD VAIL Status . . . : ISSUED
Location.....: 2935 BASINGDALE BLVD Applied . . : }glZllZCfJS
Parcel No...: 2l03l43lDl7 Issued. . : 0912812W5
Project No , P/J o f-0 07 | Expires . ,: 03127/2006
owNER scor_,NrcK. SHERYL L. & irAy o9/20/200s
36 SEDGWICK DRTVE
ENGI,EWOOD
co 80110-4110
APPIJICAM WAGNER ELECTRIC, INC. 09/20/2005 phone: 97O-949-6!6I
P.O. BOX 1620
AVON
co 8L620
License z 223 -E
coNrRAcToR WAGNER E]_.,ECTRIC, INC. 09/20/2005 phone: 97O-949-6L6].
P.O. BOX 1620
AVON
co 8L520
Li-censel. 223-E
Desciption: TEMPORARY POWER AND COMPLETE ELECTRIC INSTALATION FOR A NEW
SFR
Valuation: $4,500.00 Souare feet: 2885
Electrical----- >
DRB Fee------- >
Investigarion-- >
Will Call----- >
TOTAL FEES. >
$12?.5s
$0, 00
s0.00
s13o.6s
Total Calculatcd Fees-> 9130.6s
Additional Fees------>
Payments------------- >
BALANCE DUE-,------ >
s0. oo
To|al Permit Fee------> $L3o.55
$130.6s
Approvals:
Item: 06000 EI-,ECTRICAIJ DEPARTMENI
09/2O/2oos shahn
rtem: 05600 FIRE DEPARTMEIin
Action: AP
CONDITIONS OF APPROVAL
ond:12
]IJDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
'eby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
ill Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
,approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
rS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 O.2r \
-\. (. (-Ftr.FA
o
C (
rhu
fitr
rerrrbr
otau*
* *** * ***f+++***+i******* ********* **** +*++* ** ++*tl.** ********t*t ** ***f++*+*+*'tt* * ************++
TOWNOFVAIL, COLORADO statement ++**+**'1.*f**********1.*f******t**+*+*+*i********,i***'r**++***tt*****+**************+++*t *,t*,t,t*
Statement Number: R050001d02 Amount: 9130.65 09/28/2OO5O1 :39 pM
Palment Method: Check Init: DDG
Notation: Samuel L.
Qwinn III 105
Permit No: 805-0220 Type: EITECTRICAIJ PERMIT
Parcel No: 2103 - 143 - 10 01- ?SiIe Address: 2935 BASINGDAIJE BLVD VAIL
I.,ocation: 2935 BASTNGDALE BLVD
Tot.aL Fees: $130.55 This Palment: $130.55 Totall\lt Ernt6: g13O. E5
Balarce: 50.00 **** *tl.* * ********t*+**,|.*** +*** **** ** **** ** *tt+t*** **+ ***********f **t***** ** ** ** *,f *** * t + +*l.t*,*
ACCOUNT ITEM LIST:
Account, Code Description Current. pmts
EP OO1OOOO31111OO EIJECTRICAI PERI4IT FEES
WC OO1OOOO31128OO WILI, CAI.,L INSPECTION FEE
L27 .65
3 .00
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ELECTRICAL PERMIT
Job Address: 2935 BASINGDALE BLVD VAIL
I-ocation.....: 2935 BASINGDALE
Parcel No...: 21031431ffi17
Project No : -tr-"(O j Ca) / I
oI^tNER SCOLNTCK, SHERYI_, Ir . & JAy 02 / 07 / 2OO7
36 SEDGWICK DRIVE
ENGIJEWOOD
eo I0110 - 41r- 0
APPI_,ICANT A & R EIECTRTC 02/07/2007
PO BOX 5617
EAGI,E
coI_,oRADO 81531
I,icense : 377 -E
CONTRACTOR A & R EI,ECTRIC
PO BOX 5517
EAGLE
corJoRADo 81_631
L,icense : 377 -E
Phone: (97O') 328-3628
02/07 /2oo7 Phone:(e70) 328-3628
Qroo*rrrNr oF coMMUNrrY oe.,?oprrapNr
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #: 807-0014 ;,;;,.;
Status...: ISSUED
Applied. . : 0210712W7
Issued. . : 02l0A2A)7
Expires . .: 0810712W7
Desciption: ELECTRICAL HOOK UP FOR HOT TUB FOR A NEW SFR Valuation: $0.00 Square feet: 100
,(**:**+f *,*:t:i:f :f :|+:t,*:t+:**,i*:ttt,*,t****+'t'i,i*t!*roi*:i,t****,t*****,t****,t,f :f :t*)*,tt+ FEE suMMARy
Electrical----_---- >
DRB Fee----.'.. >
lnvestigation-- >
Will Call------>
TOTAL FEES-- >
$51. ?5
$105.50
s106.50
$0.00
9105. s0
s106. s0
Total Calculated Fees-- >
Additional Fees--*-- >
Total Permit Fee---- >
Payments----
BALANCE DUE--.----- >
Approvals:
Itemr 05000 EI-,ECTRICAL DEPARTMENT
02/07 /2oo7 shahn
Item: 05600 FIRE DEPARTMEMI
Actionr AP
CONDITIONS OF APPROVAL
Cond: 12
(BIJDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4?9-2149 OR AT OFFICE FROM 8:00 AM - 4
PM.
SIGNATURE OWNER OR CO R FOR HIMSELF AND OWNEF
***********f'r**+f,+*****+t+++******+******+****************f,*+**+**i+*+++++*+************+*+*
TOWNOFVAIL, COLORADO Statement ***********+**************+*rf***'t ****t *******+**,***+*+*+'i*+*********,t***************++++*+*i
Statement Nurnber: R070000147
Payment Method: Check
r,IJc 103 3
Anoun!: $106.50 02/08/2OO7O4:50 PM
Init,: DDG
Notation: A & R Electric
Permit No: E07-0014 Type: ELECTRICAL PERMIT
Parcel No: 2103 - 143 - L001- 7
Site Address: 2935 BAS INGDAITE BLVD VAIL IJocation: 2935 BASINGDAIE
To!a1 FeeE:
Thj.s Payment:$106. s0 Total- ALt Pmts:
Balance:****f*******+++*t*'t'i*********+*******+**+**********+***+!t**+*********+*+*****f,+*+++*******+*
$106.50
$106.50
$o. oo
Current Pmt6
ACCOT]NT ITEM LIST:
Account Code
EP 00100003111100
PN 00100003153000
wc 00100003112800
Description
EIJECTRICAIJ PERMIT FEES
INVESTIGATION FEE (BLDG)
WII,'IJ CAIJIJ INSPECTION FEE
f,r. /f,
f,r. /5
3.00
AppucAnoN;LL Nor BE AccEprED rr rn.orr,-.'?o*
75 S. Frontage Rd.
Vail, Colorado 81657
Building Perftit #:
97 O-47 9-2L49 (Inspections)
CONTRACTOR INFORMATION
E lectrica I C.o ntractor :
(
Town of Vail Reg. No,:Contact Person and Phone #'s:
$./\ FI r1 vi,e q((o -{ / L- |
E-Mail Address:Fax#:
COMPTETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (tabor & Materials)
AMOUNT OF SQ FT rN STRUCTURE: ci b ll eUCrnrCnr- VALUATTON: $
Contact Assessorc Offrce at 970-328-864O or visit Parcel
JobAddress2? T {- Rregt ,
robName: a.Lo\.. k
Detailed oorriot'cnTofd Ho* * _b
WorkClass: New( ) Addition( ) Remodel ( ) Repair( ) TempPower( ) Other( )
Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both( )
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) O,ther ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
for a hot tub: Yes ?\) No
Does a Fire Sprinkler System Exist: Yes ( ) No ( )Does a Fire Alarm Exist: Yes ( ) No ( )
I
F:\cdev\FORMS\PERMm\Building\electical-permit-l 1-23-2005.DOC Page 1 of 2 ru23l2oos
o
EI
,,.m
r'
Amendment to the 2002 N.E.C. Town of Vail Ordinance 4. Series of 2005
Overhead seruices are not allowed in the Town of Vail.
Underground services shallbe in conduit (PVC) from the utility transformer to the electric meter, main
disconnect switch, and to the first electrical distribution circuil breaker panel.
The main disconnect switch shall be readily accessible, andlocated next to the meter on the exterior wall of
the structure. Allunderground conduits are required to be inspected before back-filling the trench,
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walfs and spaces are exempt
NM Cable (Romex) an h used only in single and multi-family dwellings net exceeding 3 stortes.
Type IIM annot be used in anf building mixed with Type A,B.E,EH/I,M A.S occupancies,
Aluminum conductorcsmaller than size #8 are not permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form'attached (if applieable).
If this permit is for installation of an exterior hot tub or spa on a new elevated plattorm or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and veriFy that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.a If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.o If this permit is for a commercial space, two (2) sets of stamped drawings are required, Electrical
one-line and panel schedules are required if load is added or distribution is altered.
I have read and understand the above.
Signature Date Signed
If you have any questions regarding the above information or have additional questions'
please contact the Town of Vail Electrical Inspector at97O-479-2L47. The inspector can be
reached on Monday thru Friday mornings betrueen the hours of 8am and 9am.. You may also
teave a voice mail and the inspector will call you back.
F:\cdsAFORMS\PERMITS\Buildi ng\electjcal jermit-l l-23-2005. DOC Page 2 of 2 rtl23l7oo5
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
EPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E06-0213
_.(r l (;.-C
Job Address: 2935 BASINGDALE BLVD VAIL Status . . . : ISSUED
Location.....: 2935 BASINGDALE WEST Applied . . : 1010512006
Parcel No...: 21031431N17 Issued . . : 1012312$6
Project No ' (re \b.; -cc ? \ Expires. .: 04l2ll2W7
OWNER SCOLNICK, SHERYI-, L. & .JAY LO/05/2006
36 SEDGWICK DR]VE
ENGI-,EWOOD co 80110-4r-r-o
APPLICANT A & R ELECTRIC aO/O5/20O6 Phone: (97o) 328-3628
PO BOX s617
EAGI.,E
coLoRADO 81631
L1cense: 377-E
colftRAcToR A & R ELECTRTC 1O/O5/2OO5 phone: (9701 328-3628
PO BOX 561_7
EAGI,E
coL,oRADO 81631
License : 377 -E
Desciption: POWER TO THE HOUSE, GARAGE, ENTRY AND ROUGH TRIM FOR A NEW
SFR Valuation: $0.00 Square feet: 600
FEE SUMMARY
Electrical----- >
DRB Fee----- >
Investigarion'-- >
Will Calt----- >
TOTAL FEES-- >
s0.00
$0.00
$3.00
ss4. ?5
$s4. ?5
$0.00
$0.00
Total Clalculated Fees- >
Additional Fees------>
Total Permit Fee'------ >
Paymenis--------- >
BALANCE DUE.------- >
Approvals:
Item: 05000 EI-,ECTRICAI-, DEPARTMENT
Lo/0s/2006 shahn
ftem: 05600 FIRE DEPARTMEIVT
Action: AP
CONDITIONS OF APPROVAL
Cond:12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPL,TANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and fesidential Codes and other ordinances of the Town applicable thereto.
i
REQUESTS FOR INSPECTION SHALL BE MADE TWEI,{TY-FoUR HoURS IN ADvANcTi tsY TELEPHONE AT 479.2149 OR AT OTIR OFFICE FROM 8:OO AM - 4
PM.
.-7 i
t,/ .-- //14 A,A/
*,! ++++ +*++*+++* *****,t ***,f *'r * t:t*:t****** * ** * + * * ** * t+* ** ** I *** ***** ** ** ** * * * ** * * * ** **+ * i. * *** ** *
*+++++++*+**********+**+************'lt*+*++**++**
TOWNOFVAIL, COLORADO
Statemene Number: R05 0001784
Payment Method: Check
514 0
* * **+* + * **** *** **t *+**** *+
Statement
Amount: $54.75 ro/23/200602;37 PNI Init: DDG Notation: Ronald Maynard
Permit No:
ParceL No:
Site Address :
I-,ocat ion :
This Payment:
EP 00r.00003111100
wc 0 01-00 003112I0 0
2103-143-1001-7
2935 BASINGDATE BIJVD VAIII
2935 BASINGDAI,E WEST
T)4)e : EJ,ECTRICAIT PERMIT
Tot.al Fees:
Total AI,IJ Pmts :
Balance :
806-0213
$s4.7s
F54.7s
9s4.7s
$0.00 +***++**+***********+******************+++*+'***+***++**+************'t*****************+*+**+
ACCOTJNT ITEM LIST:
Account Code Des cript ion Current Pmt6
ETECTRICAIJ PERMIT FEES
WILI, CAI,I, INSPECTION FEE
5t.75
3.00
APPLICATION
o
WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
€oc-o L(3
CONTRACTOR IN FORMATION
75 S. Frontage Rd.
Vail, Colorado E1657
\s'Qs
97 O - 47 9 - 2L49 (Inspections)
Electrical Co2lractor:
/++K *l2ctrrL Town of Vail Reg. No.:
.'-l ( 1-E
Contact Person and Phone #'s:
P^ . jr4 Av /u !\ \e r)(\1"' / 4lb_ttbL
E-Mail Address:Fax#: ,77o ZZt tL2t:
Contractor Signatuge:,/a- /'t'e --,
COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:cc )2't+ELECTRICAL VALUATION : $
Contact Assessorc Office at 970-328-864O or visit for Parcel #
Parcel #
JobName: 5.oInticA.-..2 (i
-t
{i3nr,,,j,i-r( t u)tsf
Filing:
({rc'c\'--\...^ [' ' in..-''| .. ;7-^-)---<\-
\ - r-,. (rr*
\. . \ L-, (.. -------o --.-
WorkClass: New(,x) Addition( ) Remodel ( ) Repair( ) TempPower( ) other( )
Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior( ) Both( )
Type of Bldg.: Singl+family Q<) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
it for a hot tub: Yes
Does a Fire Sprinkler System Exist: Yes ( ) No Does a Fire Alarm Exist: Yes ( ) No ( )
F:\cdev\FORMS\PERMITS\Building\electicalJermit-1 1-23-2005.DOC Page 1 of 2 t712312005
r'r t I
i
Amendment to the 2002 N.E.C. Town of Vail Ordinance 4. Series of 2005
Overhead seruices are not allowed in the Town of Vail.
Underground seruices shall be in conduit (PVC) from the utility transformer to the electric meter, main
disconnect switch, and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be readily accessible, andlocated next to the meter on the exterior wall of
the structure. All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walfs and spaces are exempt
NM Cabfe (Romex) an be ud onf in single and multi-family dwellings net exceding 3 storis.
llpe NM cannot be used in any building mixed with Type $B,EF.H.I.M &S occupancies.
Aluminum andudorcsmaller than size #8 are not permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verifo that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.o If this is a remodel in a multi-fami[ building with a homeowners association, a letter of permission
from the association is required.o If this permit is for a cornmercial space, two (2) sets of stamped drawings are required. Electrial
one-line and panel schedules are required if load is added or distribution is altered,
I have read and understand the above.
Signature Date Signed
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at97O-479-2I47, The inspector can be
reached on Monday thru Friday mornings between the hourc of 8am and 9am. You may also
leave a voice mail and the inspector will callyou back.
o
o
F:\cdev\FoRMS\PERMm\Building\electicalJ€rmiLl 1-23-2005.DOC Page 2 of 2 rrl23l200s
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
C.o*r"rNr oF coMMUNrrY orut[rrr*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PCrMit #: MO6.O3OI
'r,,r .) _. t l)
Job Address: 2935 BASINGDALE BLVD VAIL Status . . . : ISSUED
Location.....: 2935 BASINGDALE BLVD Applied . . : 10119/20[,6
Parcel No...: 210314310017 Issued. . : 1012312006
Legal Description: ---..,,,r7i.. ^(,(: j \ Expires. .: 0412112007
Project No ' -i' ii'' 5L' '' - (: c I I
owNER SCOLNTCK, SHERyr, L. & iIAy 1-0/r9/2006
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
APPI-,ICANT SNOW COIINTRY SERVICES, INC. L0/L9/2005 phone: 970-926-7337
P. O. BOX 1_43
EDWARDS co 8]-532
License:304-M
coNrRAcToR sNow coultTRy sERVIcEs, INC. L0/t9/2006 phone: 97O-926-733'J-
P.O. BOX L43
EDWARDS
co 81632
License:304-M
Desciption: HEAT FOR ENTRY FOR A NEW SFR
Valuation: $1,000.00
Fireplace hformation: Restricted:f ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0
FEE SUMMARY
$0.00 Toul Calculated Fees--- >
528. oo Addirional Fees'.--'-..--- >
Toral Permit Fte------ >
Payments---------------- >
BALANCE DUE-,,...... >
Mechanical-- >
Plan Check-- >
Investigation- >
Will Call - ->
$20.00 Res arant Plan Review-->
$5.00 ToTALFEES------------->
$0.00
$3.00
928.00
s0.00
$28.00
928 - 00
$0.00
IIEM: O51OO BUILDING DEPARTMEI\TT
10/:-9/2006 caunion Acbion: Ap
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BI-,DG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG. ) : COMBUSTION AIR TS REQUTRED PER CIIAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2OO3 IFGC AS MODIFIED BY TOhIN OF VAIL.
Cond:23
(BI-,DG.): BOIILER INSTALI-'ATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER ]"0 OF THE 2OO3 IMC.
Cond: 25
(BLDG.): GAS APPLTANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG. ) : ACCESS TO MECHANICAI EQUIPMEIIT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2OO3 IFGC..
Cond: 31
(BLDG. ) : BOII-rERS SIIAL,L
IJISTED FOR MOI'NTING ON
Cond: 32
CONST. I]NI,ESS
(BLDG. ) : PERMIT, PLANS AND CODE ANALYSIS MUSI BE POSTED IN MECHANICAL RoOM PRrOR
TO AN INSPECTION REQUEST.
Cond:30
(BLDG. ) : BOII-,ER ROOMS SHAIIJ BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF IJIQUID WASTE PER SECTION 1004.6.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
o
TIBLE
o
BE MOI'NTED
COMBUSTIBI.,E
ON FI,OORS OF NONCOMBUS
FI.,OORING.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
CTOR FOR HIMSELF AND OWNET SIGNA
********+*++++*+*++** **+***************'|*** * ***** * * * * *+*** * * * ***+* * * + * ** * i** * * ** * * +*,r**** * **
TOWNOFVAIL, COLORADO Statement
** * *:*:** ** **** ******* * ** * *+* *** * * *** ***** ** * * +*** * * * * ** ***** * * ***** +**++* *,1++ * * +* * ** *********
Statement Numberi R060001780 Amount:
Palment Method: Check
Services 1551
528.00 Lo/23 /200612:02 PM
Init: DDG
Notation: Snow Countrv
Permit No: M06-0301- TIE)e: MECHANTCAL PERMIT
Parcel No: 2103 - L43 - 1001- 7
Site Addresg: 2935 BASINGDAITE BLVD VAIL
Irocatlon: 2935 BASINGDAIJE BIJVD
** ** ** *+* ** *****+**+tltlt * **+**** * **** {.****** * ***** * * * * ****** **************'l'} * *******r}t}* +***+*
This Payment :
ACCOIJNT ITEM LIST:
Account code
MP 0010 0 00311110 0
PF 00100003112300
wc 00100003112800
$28.00
De6cript, ion
TotaL Fees:
ToLal AIJIJ PmTg :
Balance :
$28.00
$28.00
90.00
Current Pmts
MECHANICAI, PERMIT FEES
PLAN CHECK FEES
WIIJIJ CA].,IJ INSPECTION FEE
20.00
5.00
3.00
TOV Project #:a5-qo7/
MI q6-o30/Building Permit #!__Er 5r' az,t
,1ffi}3r;?fi:g;ffiot
75 S. Frontage Rd.
Vail, Colorado 81657
Permit will not be accepted without the following:
Provide Mechanical Room Layout drawn to scale to include:o Mechanical Room Dimensions s Combustion Air Duct Saze and Location
o Flue, Ventand Gas Line Size and Location a Heat Loss Calcs.c Equipment Cut/Spec Sheets
CONTRACTOR INFORMATION
Mechanical Contractor:
S'u'.. -r C,"'' $l^' );
"',.,l''/"'n
Town of Vail Reg. No.:
7i..,t( L(
Contact Person and Phone #'s: - /:/1 -lt >-/\r A, d Zn ( '"". , o,- )'/ 2 Ii,
E-Mail Address:Fax#:
Contractor tt.n!UY,
PLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials
MECHANICAL: $
Parcel #
Job Address: .Z Ci ,:
WorkClassr New0f Addition( ) Alteration( ) Repair( ) other( )
Does an EHU exist at this location: Yes ( ) No ( )Boiler Location: Interior (.)-.--Exterior ( ) Other ( )
Type of Bldg: Single-family ( .|---Duplex ( ) MultFfamily ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
iances( ) GasLoos( ) Wood/Pellet( ) WoodBurn
Nofl-ype of Fireplaces Proposed: Gas Appliances ( ) Gas LoSs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
Contad Assessorc Offtce at or visit
Date Received: -
for Parcel #
F:\cdev\FORMS\PERMm\Building\mechanicaUrermiLl 1-23-2005.DOc rrl23/2005
Town of Vail Mechanical Codes and Desion Criteria
. You must obtain Design Review Board (DRB) approval if any of the mechanical work will involve
ANY exterior wbrk. This includes and is not limited to removaland replacement of driveway snow
melt systems. Please contact the Development Review Coordinator at 479-2L28 for additional
information.
r The Town of Vail has adopted the 2003 International Mechanical Code and the 2003 International
FuelGas Code.
r All new construction within the Town of Vail is considered to be of unusually tight construction,
thus all combustion air is required to be drawn from outside the structure for mechanical
eguipment.
Town of Vail Fireolace Ordinance
In September of 1991, the Vail Town Council adopted an ordinance which restricts te construction and
use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has
undergone numerous changes and revisions, striving for compromise, yet effectiveness in addressing
the air quality issue. Therefore the following criteria has been adopted:
o Construction of open heardr wood burning fireplaces is no longer permifted within Town of Vail
municipal boundaries.
o Dwellina Units - Each new dwelling unit may contain:
One (1) EPA Phase II certified solid fuel burning device and no more than two (2) gas appliances
(B vent)
OR
Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent).
o @- Each new restricted dwelling unit may contain:
One (1) gas log fireplace and not more than one (1) gas appliance fireplace.
Accommodation Units - Each new acoommodation unit may contain:
One (1) gas log fireplace or one (1) gas appliance fireplace.
ff two or more separate dwelling units or accommodation units are combined to form one larger
uni! the combined unit may retain one woodburning fireplace (if one already exists) and no more
than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas.
If during the course of a remodel an existing woodburning fireplace is altered or moved, the unit
must thin comply with all provisions of the ordinance. That is, the fireplace must be converted to
natural gas or rpplaced by an EPA Phase II ceftified unit.
rLl23l2OO5 F:\cde\r\FORMS\PERMITS\Building\mechanlcaliermit-l 1-23-2005. DOC
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL. CO 81657
9',10-479-2138
Qrro*r*rNr oF coMMUNrrY or#orrr*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P06-0140
\>O'; ci' it\
Job Address: 2935 BASINGDALE BLVD VAIL Status . . . : ISSUED
Location.....: 2935 BASINGDALE BLVD Applied . . : l0ll9l2Cf,6
Parcel No...: 210314310017 Issued . . : 1012312006
Legal Description: ,i_,.,.17. . ,r-rr, r 1 Expires. .: 04121,12007
Project No ' \ \' ru /
oI,{NER SCOLNICK, SHERYL IJ. & 'JAy L0/L9/20O6
35 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
APPIJICANT SNOW COIINTRY SERVICES, INC. L0/L9/2006 Phone.: 970-926-733L
P.O. BOX 143
EDWARDS
co 81632
L,icense: 284-P
CONIRACTOR SNOW COIII\IIRY SERVICES, INc. L0/L9/2006 Phone: 970-926-i33t
P.O. BOX l_43
EDWARDS co 81632
License : 284-P
Desciption: GAS PIPING AND WATER MAIN FOR A NEW SFR
Valuation: $1,000.00
FireDlace Inforrnation: Restricted: ?'l # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: I'l
FEE SUMMARY
Plumbing-- >
Plan Check-- >
Investigation- >
Will Call- - >
$15.00 Restuarant Plan Review- >
93 . ?s TOTA[. FEES-------------->
$0.00
$3.00
$0.00 Total Calculated Fees..- >
i2!.15 Additional Fees--------- >
Total Permit Fee
Paymen$------------- >
BALANCE DTIE.-..-..-->
$0.00
$0.00
Item: 05100 BUII-,DING DEPARTMENT
1,O / 1,9 / 2006 cgunion Action: AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond; 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOLIRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:m AM - 4
PM.
TOWNOFVAIL, COLORADO
Statement Number:
Pa)ment Method:
Service 1661
Statement
Amonnts: S2t -75 LO/23/2OO5L2:01 PM
Init: DDG
Notation: Snow Country
R060001779
Check
Permit No:
Parcel No:
Site Address :
Location:
ThiE Payment :
PF 0 01000 031123 0 0
PP 0 01000 03111L0 0
wc 00100003112800
P06- 014 0 T)4)E : PI,IJMBING PERMIT
2L03 - L43 -tO0L -7
2 93 5 BASINGDA]-,E BI,VD VAII,
2935 BASINGDA],E BLVD
$2L.7s
Total Fees:
ToLal AL,L Pmts :
Bal_ance :
$2t.75
$2L.7s
$0.00 ***t+* +*** ******** *'***** *:t******* ****'} ******** '**+** *** *** ** **r(****+++***t*******'F***********
ACCOIJNT ITEM LIST:
Account Code Descript ion Current PmtsE
PIJAN CHECK FEES
PIJT'MBING PERMIT FEES
WII,IJ CA]'L INSPECTION FEE
3.75
L5.00
3.00
APPLICATI
o
ON WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
Project #:
Building Permit #:
Pou-o/?o \
Plumbing Permit #:
970-479-2L49
75 S. Frontage Rd.
Vail, Colorado 81657
CONTRACTOR I N FORMATION
Plumbing Contractor:
,./' - A )"ut-l( -.ia * )4.,u n
Town of Vail Reg. No.:
Zbtl- P
*2:::T""#:?H: seti.e
E-Mail Address: \Fax #:'
Contractor Signature: . ./ ll {--:I'
COMPLETE VALUATION FOR PLUMBING PERMIT (LAbOT & MAIET|AIS
PLUMBING:$ 9
Parcel #
\t,i Job Address: Z,?
Detailed descriotion of work:
WorkClass: New()'-Addition( ) znlteration( ) Repair( ) Other( )
Type of Bldg.: Singlefamily (.?- Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Contact Assessorc Offrce at 970-328-8540 or visit www.for Parcel #
***************************************FOR OFFICE USE ONLY*************************************
LtL. {up,,r&*
5-'; I
*\ 3(
F:\cdev\FORM5\PERMfTS\Building\plumbing_permit_1 1-23-2005.doc Page 1 of 1 rLl23/200s
...-_-\. -
,ft1".-)NVr,J
nw6vtaV
HOW DID WE RATE WTTH YOU?
Town of Vail Survey
Community Development Department Russell Fonest Director,
(970) 479.2139
Check allthat applies.
1. Which Deparfnent(s) did you contact?
Building _ Environmental_ Housing_ Admin _Planning DRB _ PEC
2. Was your initialcontact wiih our staffimmediate_ slow _or
no one available ?
3. lf you were required to wait how long was it before you were
helped?
4. Was your project reviewed on a timely basis? Yes / No
lf no, why not?
5. Was this your first time to file a DRB app_ PEC app_
Bldg Permit_ N/A
6. Please rate the performance of the stafi person who assisted you:
54321Name:
(knowledge, responsiveness, availability)
7. Overall effectiveness ottre FrontService Counter. 5 4 3 2 1
8. What is the best time of day for you to use the Front Service
Counter?
9. Any comments you have which would allow us to beter serve you
next time?
Thank you for taking the time to complete this survey. We are
committed b improving our seMce.
07-30-2007 Inspection Request Reportinq Page 14
4:25 pm Valt- CO'- CItv Ot '
Roquested Inspect Oate: Iqesday, July 31, 2007
Inspeclion Area: CG
Site Address: 2935 BASINGDALE BLVD VAIL
2935 BASINGOALE BLVD.
A/P/D Information
Activitv: 805-0220 Tvoe: B-BUILD ConstTvD6:101 Occuoahbv:Owiier: SCOLNICK. SHERYL L. & JAY ' -JT
Contractor: PREMIER COMMUNIW HOMES LTD.
Description: NEW MODULAR HOME
Reouested Inspection(s)
Item: 70 BLDG.Misc.
Requestor: PREMIER COMMUNITY HOMES LTO.
Time Exp:
Comment: 6 PIERS AS NOTED ON PLANS
'10126105 lnsoector: shahn
Sub Tvoe: NSFR Status: ISSUED
U'se: manufact Insp Area: CG
Phone: (303) 573-0067
Requested;liJn::
Entered By:
09:30 AM
(720) 352-8169
DGOLDEN K
Comments: reinsDection
Assiqned To: JMONDRAGON - Action:
r'' 4 ( 1^\,i.. , ,i ..'.,.'.,;!.- i ; ,i .-..'"
f nspection Historv i, ) t , ,l t .' , //
ltem: 502 PW-Rouoh orade ./ ' ,/Item: 502 PW-Rouoh orade Item: 503 PW_-fi44T{iveway
/-Rough grade ". !/-FinaTdn-vewav qrade '" Approved q%dlq? '[':'A6id=-.gS_
^--_ ::;'"- Action: AP APPRovED )/' -;;.OSl29lO7 InsD-edtor: oc ' Action: AP APPROVED Y :i- -
Comment: Cuib and gufter approved.
InJared anE patch'ihspected and approved. -- . .t./ ,lt.Item: 10 BlDc--Fo_ollgs/Steel . ,t _)a^l'lQll'lE- 166^^^+^'. -h-rr^ A^+i^h. Dl E'AD-rlAl ll\ICOE/iTlr\[l 10/18/05- lnsoector: shahn Action: Pl PARTIAL INSPECTION
Comment: INSPECTED REBR CAGES FOR FIVE PIERS AND MARKED DRAWINGS. SOIL ENGINEER IS
10/19/05 Inspector: GCD Action: NO NOTIFIED
Comment: CANCELED BY CONTMCTOR
10120105 lnsoector: GCD Action: Pl PARTIAL INSPECTION
'|0126105 Insoector: shahn Action: Pl PARTIAL INSPECTION
Comment: (9) PIERS AS NOTED ON PLANS.
11101105 lnsoector: shahn Action: Pl PARTIAL INSPECTION
Comment: INSPECTED THE LAST FOUR PIERS.Item: 20 BlDG-Foundation/Steel
11i16/05 lnsDector: MROYER Action: APCRAPPROVED/CORR 11/16/05 InsDector: MROYER Action: APCR APPROVED/CORRECTION REQD
Comment: Submit revised embedment detail to the town for review. Horizontal bar is olaced at 6" oc rather
I r, ff ^ .,_lhgl16".OK top*ourJr-ont 421 ot wall.Item: 520 PLAN-ILC Site Plan
^11116106 Inspector: wanen Action: AP APPROVED
Item: 30
Action: DN DENIED
OR ON SITE AND ASKED FOR APPROVED DMWINGS FOR
Action: DN DENIED
THAT ILC TO BE SUBMITTED AND APPROVED PRIOR TO ANY FRAMING
1t'l
REPT131 Run Id: 5937
I?;lt;1,fou _ rnspec$:,iF"dyFs.,,t ftpo*ng Page 5
Requested Inspect Date:
lnspection Area:
Site Address:
A/P/D lnformation
Activitv: 805-0220 Tvoe: B-BUILD ConstTvo6:101 Occuoahcv:
OWrier: SCOLNICK. SHERYL L. & JAY ' -JT
Contractor: PREMIER COMMUNITY HOMES LTD.
Fridav. December 22. 20OG cG ''
2935 BASINGDALE BLVD VAIL
2935 BASINGDALE BLVD.
Sub Type:
USE:
Hnone:
NSFR Status: ISSUED manufact Insp Area: CG
(303) 573-0067
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Comment:
Requested Inspeciion(sl
revised olans 9128105 - CGUNION
TO SLOT C-2. WARREN CAMPBELL. FIRE. PW - CGUNION : COLORADO DIVISION OF HOUSING APPROVED MODULAR PLANS IN OFFICE SET. -
rinq wall alono ROW needs to be built Der aoDroved olans. We have
riniho wall is nbt oer their soesification. ' Furthbr more'Basinodale Blvd is
of sile. Site is a saftv issue for the Dublic.reot. 5/1 1/06
micropile retaining solution. lt shall have no impact on the
. CDAVIS
IS GUNION AND WARREN CAMPBELL - JSUTHER
OMPLETE PLACED IN FILE - JSUTHER
Resuesred rimli 8fib1!fr[
Entered By: DGOLDEN
IN FILE
ARREN
iROUG
Time Exp:
10126105 lnsoector: shahn Action: Pl PARTIAL INSPECTION Comment: (9).P|ERS AS NOTED ON PLANS.
11/01/05 ln5pector: shahn Action: Pl PARTIAL INSPECTION
Comment: INSPECTED THE LAST FOUR PIERS.Item: 20 BLDG-Foundation/Steel
11116105 Insoector: MROYER Action: APCRAPPROVED/CORRECTIONREOD
Comment: Submit revised embedment detail to the town for review. Horizontal bar is olaced at 6" oc rather
than 16". OK to oour front 42' of wall.Item: 520 PLAN-ILC Site Plan '" Aooroved *"
11/16/06 Inspector: warren' ' Action: AP APPROVED
Comment:Item: 30 BLDG-Framino
11114106 -lnsoector: shahn Action: DN DENIED
Comment: PHONED CONTRACTOR ON SITE AND ASKED FOR APPROVED DRAWINGS FOR
INSPECTION.
Action: Pl PARTIAL INSPECTION
S FOR FIVE PIERS AND MARKED DMWINGS. SOIL ENGINEER IS
10/19/05 lnspector: GCD Action: , NO NOTIFIED
omment: CANCELED BY CONTRACTOR Comment: CANCELED BY CONTRACTOR
10120105 lnspector: GCD Action: Pl PARTIAL INSPECTION 1utllJtu5 rnspeclor: Liuu Actton:
Comment: 6 PIERS AS NOTED ON PLANS
10126105 lnsoector: shahn Action:
Applicant: SCOLNICK, SHERYL L. & JAY -JT
DeSiriotion: NEW MODULAR HOME Notice: CfffpJDofj!,V6iwttt?iSht-of-way
permit recieved by Public works shall be foMarded to Fred Haslee of
Item: 530 BLDG-Temp. C/O
Reouestor: PREMIER COMMUNITY HOMES LTD.
Comments: reouested TCO AssionedTo: JMONDRAGON - Action:
Inspection Historv
REPT131 Run Id: 6156
a l0 '9?
?i-9?froot r"'p"$:,'l,FhqrF?,tffp"1'l:Page 27
SubrgOe: NSFR Status: ISSUED
Insp Area: SH
Requested Time: 08:30 AM ' Phone: 970-376-1862 RON
Entered Bv: LCAMPBELL K
Requested Insp.ect Date: M.onday, March 12,2007
Inspection Area: SH
Site Address: 2935 BASINGDALE BLVD VAIL
2935 BASINGDALE
AI/P/D Information
Reouested Inspection(s)
Activitv: E07-0014
Const TvD6:
Owiier: SCOLNIC
Aoolicant: A&RELI
Cohtractor: A&RELI
Description: ELECTRIT
Phone: (970) 328-3628
up FoR HorruB FoR A NEW sr{hont' (970)328-3628
Tvoe: B-ELEC
Occuoahbv:
L. &JAY. -JT
Item: 120 ELEC-Rouqh
Reouestor: A & R ELECTRIC/ RON
Coniments: WILL CALL RON: REINSPECT HOT TUB
Assioned To: SHAHN ' Action: Time Exo:Comment: B6niIeII memtwfthin sft of hot tub'oer-TIECZoU5.
r
F ,wrrU Nfft<)p--r
=., /lt""*
( [_
l,
lu fi'\; lt o .,, r' t?
{r-r L [- r U->r lt 1e. $u* e r s k/, /.
REPT131 Run Id: 5455
I?;ln;loou rnspec$:,l
FedryFs,g &Forting Le +o
Requested Inspect Date: WednesdaS December 20, 2006 ' lnspec{ion Area: Sh
Site Address: 2935 BASINGDALE BLVD VAIL
2935 BASINGDALE BLVD
A/P/D lnformation
Reouested Insoec{ion(s)
SubTgOe: NSFR
Itcm:
Reouestor:
Coniments:
Assioned To:- Action:
Requested Time: 10:00 AM ' Phone: 390-2686
Entered Bv: DGOLDEN K
ON
Insoection History
Item:'110 ELEC-Service Item: 120 ELEC-Rouoh Item: 130 ELEC-Conduit Item: 140 ELEC-Misc. *' Aooroved "
10117105 llspector: shahn Action: NR NOT READY FOR INSPECTI Comment: CONTRACTOR STATED HE lS NOT READY AND WILL RESCHEDULE.
-10/'19/05 Inspector: SHAHN Action: APAPPROVED
Comment:Item: 190 ELEC-Final
,r'1. I I av I t!
I
I
Status: ISSUED
Insp Area: SH
61
61
EW SFR
l-t", "t'-- l'''+<- l)i t
REPTl31 Run Id: 6L49
C)fi rof-oo7 t .l
Eo5-o**o
l'r-l?#ou '""0"$:,T,F"r$l?.:l$Pon'"n Pase 3e
Requestid Inspect pate: Tuesday, December 19,2006
Inspection Area: SH
Site Address: 2935 BASINGDALE BLVD VAIL
2935 BASINGDALE WEST
A/P/D lnformation
Description:
lnspection Historv
Item: 1 10 ELEC-Service Item: 120 ELEC-Rouoh
10t25to6 |
Comment:
Item:
Item:
Item:
Activitv: E06-0213
Const Tvo6:
Ow'rier: SCOLNIC
Apolicant: A&RELt
Cohtractor: A&RELI
^ Type: B-ELEC
uccupancv:
L, & JAY- -JT
SubTgoe: NSFR
Reouested Insoection(sl
Item: 190 ELEC-Final
Requestor: A & R ELECTRIC
Coniments: will call 376-1862
Assioned To: SHAHN - Action:
7rn1 L:lra v'tZ t; C
Requested Time: 09:00 AM - Phone: 376-1862
Entered By: DGOLDEN K
Time Exp:
d.n el Fo/,',r /7r t t''', .' , <:J''//--
(' ,i/',j( 12-/7'zoit
ROUGHED.
TION WALL
130
140
190
11121106 Inspector: EG Action: APCRAPPROVED/CORRECTIONREQD CoMment: NEED SHEETROCK BEHIND ELECTRIC PANELS ELEC-Conduit ** Aooroved **
10126106 InsDector: eo ' Action: APPR APPROVED
Comment: underoround o'vc
ELEC-Misc.
ELEC-Final
REPT131 Run Id. 6L44
Jan-l?-07 l1:49am From-T0llll ol vfor*ruHfn DEVEL0P[4EiIT
Vail (the "Town') 6r1d Arizona Business Bank
WHEREAS, the Developer,as a condition
Occuparrcyfor 2935 East Basi dale B1vd.,
(eddress, legal number)
Agreement; and
to
judgement of the
(name of bank in Eagle County, Colorado) as th
improvements refened to in this Agreemenl, in th
Agreement by the De.reloper,
NOW THEREFORE, in consideration of the
the Developer and the Town agree as follows:
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGRFEMENT, made and enlered into this 17 day of January . 20 !l_-,
by and among S.ol"i"t / l"U"te (the "Developefl, and the Town of
(the "Bank").
the Tem Certificate of of approval of
Vail
into a
O,'ltvo,in the
provisions foicompletion of certain improvements set
gt0479z4EZ T-854 P,002/006 F-535
IRREVOCABLE LETTER OF CREDIT FORMAT
Legal Description; Lot I_9 ,Block__!
Subdivision: Vail latertrouotai.r
Address:
Developer; Scgl.q.itkand Jabur
Project Number:
lmprovement Cdmpletion Date:
Letter of credlt Exoi|ation Ddte:
o
;,' *#ffi;4ffi*"Hffi*:'*
The Developer agrees to establish an inevgcable letter ot creOit +-l 3Qlin the amount
si E S l,.ZS,9.9d with Ari"o"a B"si"""" B
ecuritv for the completion of all
'pnt ueyFj ciefault under this
tI
utua clfGGncr agreemenrs,
1. The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to pedorm and complete all improvements referred to in this Agreement. The
D.eveloper agrees_to complete all improvements referred to in this Agreement on or before the
r s t day of --j *l!- , NJ-. The Developer shall complete, in a good
workmanlike manner, alt improvements referred to in this Agreement, in accordance with all
approved plans and specifications filed in the office of the Community Development Department
of the Town of Vail, and to do all work incidental thereto according io and in compliance wth the
following:
F;\cdev\FORMS\DlA\DlA credlt formall '12002.doc Page l of 5
I o
5tdsl m ,x,o
ra cG.q*-
Jan-12-0I tl :49am
a. All said work shall be dorre under the inspection of, and to the satisfaction
ol the Town Planrrer, the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as affected by special districts or seruice districts, as
their respective interest may appear, and shall not be deemed complete until
approved and accepted as completed by the Community Development
Department and Public Works Department of the Town of Vail.
2. To secure and guarantee pedormance of the obligations as set forth herein, the '
Developer agrees to provide security as follows:
lrrevocable letter of credit #l-3c,In the amount af $ 5 r 750.00
(125% of the total costs of tfre attached estimated bid(s)) with 'Arizona Business_Bank (name of bank in Eagle County, Coloradol set to ffi J"*
-,"N1-(n6i
to expiie tess
than 30 days after the date set forth in Paragraph 1 of this Agreement) as the
security for the-completion of all improvements referred to in this Agreement, in the
event there is a default under this Agreement by the Developer.
3- The Developer may at any time substitute the security originally set forth above for
another form of security or collateral acceptable io the Town to guarantee the faithftrl completion
of those improvements refened to in this Agreement and the performance of the terms of this
Agreement. Such acceptance by the Town of altemative security or collateral shall be at the
Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereol be liable or
responsible for any accident, loss or damage happenlng or occuning to he lvork specifled in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of he nature
of said work, but all of said liabilities shall and are hereby. assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agerrts and employees against any losses, claims, damages, or liabilities to which the
Towrl or any of its otficers, agents or employees may become subject to, insofar as any Such
losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based
upon any performance by the Developer hereunder; and the Developer shall reimburse the Town
for any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liability or action. This indemnity
provision shall be in addition to any olher liability which the Developer my have'
5. lt is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the security provided to the Town fof each category of improvement
at such time as such improvements are constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amountof the security provided to the Town be reduced below the dollar amount necessary
to complete all uncompleted improvements referred to in this Agreement'
From-Towr\ Or VfOrmUntTY oEvEtoPr€|\|T eto4ts2452 o T-854 p.003/006 F-535
3
Flcdev\FORMS\OlA\DlA cr€dit bfflat-112002.doc Page 2 ot 5
Jan- |l-u { | :tu a|n Frorn-T0t/|\l or vfomrulrn DEVELoPI4EilT s104ts2452 o T-854 P 004/0oo F-535
6. lf the Town detbrmines, at its sole discretion, that any of the improvements
referred to in this Agreement are not constructed in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraphl of this
Agreement, the Town may, but shall not be required to, draw upon the security refened to in this
Agreement and complete the uncompleted improvements refened to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy refened to in this
Agreernent may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
lf the costs of completing the uncompleted improvements refened to in this Agreement
exceed the dollar amount of the security provided to the Town, the excess, together with interest
at twelve percent (12o/o) per annum, shalt be a lien against the property and may be collected by
civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner
as delinquent ad valorem taxes levied against such property. lf the Developer fails or refuses to
complete the improvements referred to in this Agreement, such failure or refusal shall be
considered a violation of Tifle 12 (Zoning Regulations), of the Vail Town Code, and the Developer
shall be subject to penalties pursuantto Section '12-3-10 (Violations: Penalties) and Chapter 1-4
(General Penalty), Vail Town Code.
T- The Developer shall warranty the work and materials of all improvements referred
to in this Agreement located on Town property or within a Town right-of-way, pursuant io Chapter
8-3, of th; Vail TOwn Code, for a period Of two years after the Town's acceptance of said
improvements,
g. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided thit Such amendments be in writing and executed by all parties hereto'
STATE OF COLOMDO
COUNTY OF EAGLE
Witness my hand and official seal-
My commission exPires
t
/, {--1*- " -\
Gary J. Jaburg
OI-FI6IAL I'EAL
JANET A, SAUER
NoTARY PUBLIC - Stale ol Arizona
KIARlCOPA COUNry
illy Cornnl. E,(prres Feb. 1, 2010
F:\cdev\FORMS\DlA\DlA credit i0rmat-1 12002.d0c Fage g 0f 5
Jan-l?-07 ll:50am Frorn-T0ffi of f,owunfn DEVEL0PIEIIT
STATE OF OfifrilRAEm AZ )
)ss,couNryoFEAQkF )"'"-triARrcoPA'
970179 ?45?T-854 P.005/006 F-535
me this
assistant,
OFF-IEIAL BEAL
JANETTE A. BALL
N0TAnY PiJBLl0 - State ol Atizona
IMARICOPA COUNTY
[,1y Come. txprres Sepl 2.2010
The foregoirtg Developer lrnprovement Agreemerrt was acl(nowledged before
lz&-Dayof ranuary , ,ZlOLby Katha Ar---J,eJ:9Fv as
vice oresident of Arizona Buslness Bank.
Witness my hand and officiel seal-
My commission explres:
STATE OF COLORADO
COUNry OF EAGLE
Notary Public
)
)ss.
l
The foregoing Developer lmprovement Agreement was acknowJqdged before me this 5 dayof Sgk-g1es-+- zofby -lxu-rre--.. Qu--{1.?,,441.-
---
'{\rtllllll'1"//'
witness my hand and offioial seal.
^...."\\*
S14;r,
Mycommission"*ni,..r, Ayr. \ lB, ZoQl iS !ti"a,i;::'.!1 | =ct i : =7-9'; ^ j
=A t="j4"'."utu". . *S
",rt I' o^(\r-tx- -9?rP:coiorrr?.IS
'qii,l gliltrS'
Flcdev\FORM5\plA\0lA eredit fonnal112002.doc Page 4 of 5
Jan-|2-07 ll:!0rn Fron-T0lill Of fionrnrW oEvELoFtEl{T e7017s21r2 o T-851 p.00E/000 F-535
ORIGINALLY ATTACHED TO CASH BOND
F:\cdcv\FORr4$DlA\DlA ir.dn fodnrLl l200edoc PsgE 6 of s
ATTACHED COPTES OF T,HF ESTIMATED B'p{S)'
2935 Basingdale Blvd., Vail
OutstandinE ltems:
Trees (replacement)
Rock
Rock installation
Framing for moss rock on columns
Curb & gutter
Pavement remove and rePlace
Exterior painting & sealer
Scaffolding for exterior painting
Subgrade compaction for gutter
Site Clean up
Silt fence removal
Tons
Tons
s.f.
lump sum
lump sum
lump sum
lump sum
Unit Unit Price
5 $250 14 $225 14 $900 200 $s 25 $48
12 $250
1.25
Arnount
$1,250
$3,150
$12,600
$1,800
$1,200
$9,000
$7,500
$1,200
$3,000
$350
$350
$41,400
$51,750
TotalCosts
Town of Vail Cost Factor
Total amount due for Bonding (cash)
F:\cdcv\FORMS\OlA\0lA 0?$h tomlal 112002doc Page 5 0t 5
l-,=ARTZO Na
Ll.J BUSINESS BANK
January 30, 2007
VIA FEDEX
Mr. David Campbell
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
RE: Scolnick / Jaburg
Dear Mr. Campbell:
Per our discussions last week, enclosed is Arizona Business Bank's lrrevocable Letter of Credit
#1303 to support the Development lmprovement Agreement from Gary J. Jaburg for the
residence at 2935 East Basingdale Blvd. Also enclosed is the executed copy of that agreement
(which I inadvertently signed in the wrong place but changed it to work, I think).
lf I may be of further assistance, please let me know.
Sincerely,
Assistant Vice President
Arizona Business Bank - Scottsdale
CC: Gary J. Jaburg
Enclosures - lrrevocable Letter of Credit
-- Development lmprovement Agreement
Katha A. Jacob'y
5909 E. Greenway Parkway, Suite l50.Scottsdale, Arizona 85254-2149
Tel: 6O2.2'17 .1650 . Fax: 48i0.607.2862
www.azbizbank.com
t-,-ARTZO Na
LJ*J BUSI N ESS BAN K
IRREVOCABLE STANDBY LETTER OF CREDIT
Letter of Credit Number: 1303
Expiration Date: June 15,2007
Date: January 17,2007
Beneficiary Name: Town of Vail
Address: 75 South Frontage Road
City, State, Zip Code: Vail, CO 81657
Applicant Name: Gary J. Jaburg
Address: 5939 East Mercer Lane
City, State, Zip Code: Scottsdale, AZ 85254
We hereby issue our Irrevocable Standby Letter of Credit No. 1303 in your favor in the
amount of Fifty-One Thousand Seven Hundred Fifty and no/100 U.S. Dollars (USD
$5 1,750.00) and expiring at the close of business (3:00 p.m. Mountain Time) on June 15,
2007 at our counters at Arizona Business Bank, Loan Operations Department 3to floor,
827 lTtt'Street, Denver, CO 80202.
This letter of credit is available by presentation of your draft at sight, drawn on Arizona
Business Bank, accompanied by the original letter of credit and amendment(s), if any. In
the event of a partial draw, this letter of credit is available by prcscntation of your draft at
sight, drawn on Arizona Business Bank and certified copies of the original letter of credit
and amendment(s), if any.
Other Requirements:
Letter from Town of Vail indicating failure to comply with terms of
Developer Improvement Agreement, and requesting payment of the
Letter of Credit.
Special Conditions:
Partial drawings are not allowed.
This Lettcr of Credit will have a full and final mafurity date of June 15,2007.
%
6909 E. Greenway Parkway, Suite 150. Scottsdale, Arizona 85254-2149
Tel: 602.217.1650 . Fax: 480.607.2862
www.azbizbank.com
o o
Letter of Credit No. 1303
Pase2
We hereby agree with you that drafts drawn under and in accordance with the terms of
this letter of credit will be duly honored upon presentation of drafts(s) and required
document(s) at our office no later than the close of business (3:00 p.m. Mountain Time)
at 821 17th St., Loan Operations Department 3'd floor, Denver, Colorado 80202, U.S.A.
on or before the expiry date ofthis Letter ofCredit.
Unless otherwise expressly stated, this letter of credit and all negotiations hereunder shall
be govemed by and construed in accordance with the Intemational Standby Practices
ISP98, as published by the International Chamber of Commerce Publication No. 590,
and, to the extent not inconsistent therewith, the laws of the State of Arizona.
This letter of credit is not transferable unless Arizona Business Bank agrees to the
transfer in writing.
Please direct any inquiries with regard to this Letter of Credit to Arizona Business Bank,
Loan Operations Department, S2l l7'j Street, Denver, CO 80202 (303)293-2265.
Arizona Business Bank,
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgou.com
July 30, 2007
Ms. Katha Jacoby
Arizona Business Bank - Scottsdale
6909 E.Greenway Parkway, Ste. 150
Scottsdale, M 85254-2149
Dear Ms. Jacoby,
Please find the enclosed released letter of credit number 1303 for applicant Gary J.
Jaburg. The project is completed. lf you have any questions do not hesitate to contact
me at970-479-2150.
Sincerely,
, t /'\,fl1ua+- ttt^nb<t'=-
Lynne Campbell
Office Manager
Enclosure: lrrevocable Standby Letter of Credit
{p ^r"r.""o r rr*
W lmprovement Combletion Date:
THls AGREEMENT, made and entered into this _20llrday of December , 20 06
.by.gldapong ,ray R- scr''rnick ltne'oevetoper;, and tre Tow-n of
Vail (the "Town")
WHEREAS, the Developer, os a condition of upproval of the Temporary Certificate of
occupancy for aqlq nasingrrale nlvd-, rot 19, Block G, Vail rnternountain
t Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in ihe judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the community Development Departmenl of ihe Town of Vail: and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of the all improvements referred to in tnis Agreement, by means
of the following:
The Developer agrees to establish a cash deposit account with the Town of Vail, as
escrow agent, in the amount of $__SJ_J5O_OO_ as collateral for the
completion of all improvements referrbd to in this Agreement, in the event there is a
default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
. 1 The Developer agrees, at its sole cost and expense, to furnish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer agrees to complete all improvements referred to in this Agreement on or before the dayof J*.e 30 ,20 O-t. The Developer shall complete, in a good workmanli-ke
manner, all improvements referred to in this Agreement, in accoidance witfr itt approved plans
and specifications filed in the office of the Community Development Department of the Town of Vail' and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaclion of, the Town planner, the Town Engineer, the Town Building ofiicial, or other official from the Town of Vail, as affelted by special districts or
service districts, as their respective interest may appear, anu ltratt not be deemed complete until approved and accepted as completed by the community
Development Department and public works Department of the iown of Vail.
F:\cde\4FORMS\Permits\Planning\Administrative_Actions\OlA cash format_1 ,12O02.doc Page 1 of 5
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2. To secure and guarantee performance of the obligations as set forth herein, the Developer agrees to provide collateral as follows:
A cash deposit account with the Town of Vail, as escrow agent, in the amount of
9+asco||atera|forthecomp|etio"nofa|limprovements relerreo to tn this Agreement, in the event there is a default under this Agreement by the Develooer.
3. The Developer may at any time substitute the collateral originally set forth above for another form of security or'collateial acceptable to tne iown to"iu"rant"e the faithful completion of those improvemenls referred to herein in this Agreem"nt "iJ1r'" performance of the.terms of this Agreemenl, Sqgn acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion.
4' The Town shail not, nor shail any officer or emproyee thereot, be riabre or responsible for any accident, loss or damage happening or obcurring to in" *o* specified in this Agreement prior to the completion and acceptance oi the sar", ior shall the io*n, no'.
"ny officer.or employee thereoJ,. be liable Jor any persons or property injured by reason of the nature of said work, but all of said liabilities shall be and are hereby bssum.io by thl Devetoper.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents- and employees against any losies, claims, damag"r, o,. ii.fititi"s to which the Town or any of its officers,.age-nts or employees may become rrii""t to, lnsorar as any such losses, claims, damages or liabilities (or actions in respect thereof) arise out of or are based upon any performance by the Developer hereunder; and the Developer snatt ieimnurse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such ross, craim, d3magq, ria'olity or iction. This indemnity provision shall be in addition to any other liability which tr""o"u"rop6r rv n""".
5. lt is mutuaily agreed that.the Deveroper may appry for and the Town may authorize a partial release. of the collateral deposited-wiin ine Town for eacn category of improvement after the subject improvement is constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Linder no condition shall the dollar amount of the collateral that is being held by ttre Town be reduced below the dollar amount necessary to complete all uncompleted improvements referred to in this Agreement.
6. lf the Town determines, at its sole discretion, that any of the ir-nprovements referred to in this Agreement are not constructed in compliance'with the Spproved plans and specifications filed in the office of the Community Development Department of
'tire Town of Vail or not accepted by the Town as complete on or before the date set forth in paragrapn 1 of this Agreement, the Town may, but shall not be required to, draw upon the iecuritlireterreO to in this Agreement a-nd complete the uncompleted impiovements referred to in tfris ng'reement. pursuant to seclion 12-11-8, Vair rown code, the Temporary certificate of o;d;;n;"y referred to in this Agreement may be revoked until all improvemenis referred to herein are compteted by the Developer or the Town in accordance with this Agreement.
FicdevlFORMS\permits\ptanning\Administrative_Aclions\DlA cash format_,1 t2002.doc Page 2 of 5
lf the costs of completing the uncompleted improvements referred to in this Agreement exceed the dollar amount of the deposit, the excess, together with interest at twelve percent (12o/ol per annum, shall bea lien against the property and may be collected by civil suit or hiy o"certified to the treasurer o-f Eagle County to be coll'ected in ihe same manner as delinqueni ad valorem taxes levied against .such property. lf the Developer fails or refuses to complete the improvements referred to in.this Agreement, such failure or refusal shall be considered a violation of ritle 12 (Zoning Regutations), of the vaitrown code, and G oJeLpeisnarroe subjeiiio penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General penafivl,
of the Vail Town Code.
7. The Developer shall warranty the work and materials of all improvements referred to in this Agreement located on-Town property or within a Town right-of-;ay, iursuant to chapter 8-3' of the Vail Town code, for a period of two years after the Townb acceptance of said improvements.
I' The parties hereto.mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and eiecuted oy atiparties nereto.
FicdevlFoRMS\Pe.mits\planning\Adminislrative_Actions\DtA cash format_t 1Z0OZ.doc Page 3 ot 5
Dated the day and year first above written.
STATE OF COLORADO
COUNTY OF EAGLE
STATE OF COLORADO I
)ss.COUNWOFEAGLE )
Wrtness my hand and official seal.
My commission expires:
The foregoing Developer lmprovement Agreement was acknowledged before me this l0_Day of necenrber , 2O_qO by Jay B. Scohi?k
Witness my hand and official seal.
My commission expires 5-29-07
EIfl Bnj,j:?K"|"''il:'o""'"'itffi"fi "IJT"*:"{'"9*':BE
FlcdevlFoRMSlPermits\planning\,Administrati!,re_Adions\DtA cash format_1i2OO2.doc Page 4 of 5
ATTACHED COPTES OF T,[q",E-STTMATED Btp{S)
2935 Basingdale Blvd., Vail
Outstandinq ltems:
Trees (replacement)
Rock
Rock installation
Framing for moss rock on columns
Curb & gutter
Pavement remove and rePlace
Exterior painting & sealer
Scaffolding for exterior painting
Subgrade compaction for gutter
Site Clean up
Silt fence removal
Total Costs
Tons
Tons
s.f.
lump sum
lump sum
lump sum
lump sum
Unit Unit Price
5 $250 14 $225 14 $900 200 $9 25 $48
12 $250
1.25
Amount
$1,250
$3,150
$12,600
$1,800
$1,200
$9,000
$7,500
$1,200
$3,000
$350
$350
$41,400
$51,750
Town of Vail Cost Factor
Total amount due for Bonding (cash)
F:\cdcvlFORMS\DlA\0lA €$h formst -11200edoc Fage 5 ot 5
Town of Vail
Department of Community Development
75 S. Frontage Road
Vail. CO 8'1657
L\.\Receipt No. j ,1 t ?
oate ll t A(t I LtQ
q
Please make checks payable to the TOWN OF VAIL
Account No.Item No.Code #Cost Each Total
001 0000 314 1110 Address Maps ZA $5.00
001 0000 314 't 1 10 Zoning Maps ZA $20.00
001 0000 319 4400 Custom Maps
001 0000 3141112 Other Code Books UE
001 0000 3141211 Blue Prints/Mylar Copv Fees BF $7.00
001 0000 3141111 Xerox Cooies XC $0.25
001 0000 3141111 Master Plan MS
001 0000 314 1111 Studies. Master Plans, etc.MS
001 0000 312 3000 Contractors License Fees CL \cr,
001 0000 240 3300 Developer lmDrovement Aqreemenl Oeposit 02-DEP10 AD 'i I -l szr \
001 0000 3121000
oo1 0000 230 200
1100000 114't 11
lRestaurant I icense fee (TOV\RL
SA
MS
MS
MS
MS
MS
MS
001 0000 201 10(
oo1 0o0o 3101z
Ttwn of Vat I
**r CUS10|4ER FECE1FT ***
0oer.l AJANUSI Type: FF D'"iwEr: I
ttite: lllil/U6 0l qeierpt r,o: I85i{I
iustorer Locat i ln flane Anount ITOJ A716 FREiIIER
'UI{I'IUNITY
HO
Ai) AR-OEFO5ITS
r5r750.00
FFEiliER ;0l,r$Ulillr H0l4E5
i3J: BfiSIN6T}ALE BL\lD
F,RrJ+805-0ii0
Terrdel detai i
cH cHEL'ti i0€,..c t51750,0t
Iotal t endered $:1750, tit0
]'ot a I payrent 15175S.00
Trans drtei LZi?1/i6 Trrr: l{:i5:i!
THAN( YUU Ft]R YftJR FSYIINT ]
TP n
TOTAL:
* all items charge
No speed code
Comments:
Cash
r
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Received by:
f/cdev/forms/admin/sales action form 2006 1/5/06
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Design Review Boa
ACTIOT{ FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tef: 970.479.2139 tax:. 97O.479.2457
web: www.vailgov.com
o
rd
Project Name! SCOLNICK CHANGE
Project Descripton:
FINAL APPROVAL FOR A CHANGE TO THE APPROVED PLANS-CHANGE A FOYER SIZE TO ALLOW
FOR STATRS TO MEET CODE. ADDED 120 SQUARE FEET OF ADDnONAL GRFA.
Pafticipants:
owNER SCOLNICK, SHERYL L. &JAy 10/05/2006
35 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
APPUCANT SCOLNICK, SHERYL L. &JAY 1010612006
35 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
ProjectAddress: 2935 BASINGDALE BLVD VAIL Location:
2935 BASINGDALE BLVD
Legal Description: Lot: 19 Block: 6 Subdivision: VAIL INTERMOUNTAIN
Parcel Number: 2103-143-1001-7
Comments: SEE CONDffiONS
DRB Number: DRB06047I
Motion By;
Second By:
Votei
Conditions:
BOARD/STAFF ACTION
Actionl STAFFAPR
Date of Approval: 10/09/2006
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Warren Campbell DRB Fee Paid: $2O.OO Planner:
L fanges To The ApproveOlans
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L28 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:
PhysicatAddressr ?735 I ,a,<<'Nqt- a'/F 9t t,v11,
Name(s) of owner(s): SC O/ tV/ C A '/_ L,
Mailing Address:6
'Eo4t'o/crc
D/4t/E
Phone:
Owner(s) Signature(s):
Name of Applicant:c//4P/85 P,/z&l e
Mailing Address:
E-mail Address:clrlX,Fax:zelruxy -EL,N
v
R w a
Or.a
vR
{
Type of Review and Fee:
trB Changes to Approved Plans $20 t7
Submitta I Requ irements:
For revisions to plans already approved by Planning Staff or the
Design Review Board.
3 Sets of Plans Addressing Project Changes
Signature of Homeowner(s) or Association
03 | /3/o0 I (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
l)
l\\)
F \cdo\FORMS\Permits\Planning\DRB\drb _change_to approved_plans_1 jage_05-1 1 -2006.doc
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t_{
+********f'+******{'t*+*******+**********+++********l}******++****r****a*+*+*++***a***t+++t++t+
TOWNOF VAIL, COLORADO Statement ****+++++++tfffl++lf**++*++**+*********+***+************++*********a**t'i************f,*******
Statement Number: R050001654 Amount: $20.00 IO/06/2OO5O4:18 pM
Pa)ment Method: Check Init: ,JS
Notat,ion: 5285/CIIANUCEY B.
PHEBUS
Permit No: DR8050471 114>e: DRB-Chg to Appr plans
Parcel No: 2103-143-1001-?
SitC Address: 2935 BASINGDAI.,E BIi/D VAIL
Lrocation: 2935 BASINGDALE BLVD
Total Fee6: S20.00 This Palment: $20.00 Tota1 ALL pnts: S2O.OO Balances $0.00 *************+****++*********++***++t*+******************+*+att*********++*+********+tt+**t*
ACCOI.JNT ITEM LIST:
Accor.nt Code DescripLion Current pmts
DR OO1OOOO3IL22OO DESTGN REVIEW FEES 20.00
Page I of2
iloseph Suther - RE: Baeingdale change to tshe approved plane
From: "Jay B Scolnick" <j scol@pchomesltd. com>
To: rr | ,Joseph Suther' rr <,JSuLher@vailgov. com>
Date: 70/04/2006 3:03 PM
Subject: RE: Basingdale change to the approved plans
CC: rrrCharles Phebus"r <charlesphebus@centurytel.net>
iloe:
Please accepL this e-mail as a confirmation that I woul-d
appreciate you accepting the plans from my general
contractor, Chuck Phebus. Chuck submitted Lhese plans
since the staircase plan that was original-ly submitted and
designed by Rick Lawrence will not allow Chuck Phebus Lo
meet the IRC Code for riser height and tread width, without
the revisions submitted. I wou1d appreciate your attention
to t.his matter, since we are in a holding pattern pending
your approval. We would like to get. dried in as soon as
possible. The west el-evation of the home did not change,
and in fact from Lhe acute south view, the home will- now
look like one complete unit. Thank you in advance for you
positive consideraLion to our request.
Sincerely, Jay B. Scolnick
Owner
Jay B. Scolnick
President & CEO
Premier Community Homes, Ltd.
2442 South Downing Street, Suite 201
Denver. CO 80210
(303) 573-0067 x 1 03 Fax: (303) 573-0077
see our web site: www.pchomesltd.com
From: Joseph Suther lmailto:JSuther@vailgov.com]
Sent Wednesday, October 04, 2006 2t26 PM
To: jscol@pchomesltd.com
Subject Basingdale change to the approved plans
Jay,
Your contractor dropped off a DRB application and a Revision application today. I need your signature or
something in writing via an e-mail saying you are aware and approve of the application to change the approved
plans.
Thanks
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BUILDING
SECTION
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PROJECII
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RESIDENC€
L 19,
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hiornolntaln SubU-
29315 B$hgdale Blvd.
Vail, Colorado
sHE.l rrtE
UPPERL
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FLOOR
PLAN
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GENEML NOTES . FLOOR PI-AN:
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/>\**a1\ UPPER LEVEL FLOOR PLAN \,/ v
*-
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Design Review Board
ACTIOI| FORlrl
Department of Community Development
75 South Frontage Road, Vail, Colorado S1657
tel:970.479.2139 fax:970.479.2452
web: www.vailgov,com Collrt $lTY C€tcl"oFt€{t
Proiect Name! SCOLNICK RES. CHANGE
Proiect Description:
Participants:
DRBilumben DR8050502
FINAL APPROVAL FOR A CHANGE TO APPROVED PLANS TO SHOW REVISED DRIVEWAY AND
STRUCTURA CHANGES FOR A NEW SFR
owNER SCOLNICK, SHERYL L. & JAY 0912212005
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
AppLrcANT SCOLNICK, SHERYL L, &JAY 0912212005
Project Address:
2935 BASINGDALE BLVD
Legal Description:
Parcel lIumber:
Gomments:
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
2935 BASINGDALE BLVD VAIL Location:
Lot: 19 Block: 6 SuMivision: VAIL INTERMOUNTAIN
2103-143-1001-7
SEE CONDMONS
Motion By:
Second By:
Vote:
CondiUonsl
BOARD/STAFF ACIIOI{
Action: STAFFAPR
Date of Approval: 8l27l20OS
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PI.AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to conskuction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of apprwal.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0007585
THE APPLICANT SHALL PAINT ALL STRUCTUML MEMBERS A DARK BROWN COLOR. STAFF vvILL HA
o
THE oppotNrry ro REeurRE ADDTT.NAL sHRUBs AND r-ANDscApING ADDED To rHE sm rF I
IS FELTTHATTHE STRUCTURAL MEBERS ARE NOTADEQUATELY SCREENED AND HIDDEN BY NATU
SHADOWS AND EXISTING VEGETATION ON THE SITE,
Planner: Warren Campbell DRB Fee Paad: $2O.OO
TOI4ilV#
Physical Address:
Parcel No.:
Zoning:
Name(s) of Owner(s):
Owner(s) Signeture(s):
l{ame of Applicant:
Mailing Address:
E-mail Address:
Type of Review and Fee:
. Sigrs . Cmceptual Revieq,
. l,,,lew Construction . Addition
. Mhor Alteration
(multi-family/commercial )
. Mhor Alteration
(singlefamily/duflex)
Changes to Approved Hans
Department of Conrnunity Developrnent
75 South Frontage Rod, Va'|, Golorado 81657
tel: 970.479.21 39 fexi 970.479 2452
r/veb: www,vailgo\r.com
General lnformation:
All prciecls rcquiring design levial must receive approal prbr to submitting a buldirg p€mlt applicalion. Heae
refer to the subnittal rcquiremenb for the partiorlar approval that b requ€sted. An apdicatbn for D€x*ln Ret/iew
anmt be accepted unfl all required infomation is rcceived by the C.anmunity Developrrnt Depsrtnent TIE
proi:ct may also n€€d to be rcviau,ed by the Torn Odlncfl and/or the Plannlng ard Brvironmental Cofimisrion.
De3lgn revlew approyal lapc63 unlesa a bulldlng permlt ls bsrFd and consttucllon eommencec wlthln
one year of the approval.
Application for Design Review
the Proposal: Lot:Bloc*: C.a grMivision:
3€.sr
CLn^, no -. 1--o /1 rDe\rt] p) oht /". +
vel) | 4C
LA)c- [-r
WCI C u9a, q€f.
$50 Plus $1.m per squarc foot of total sign area.
No Fee
$20
No Fe€
Z
v)
E'o n I
?
^J
(Contac{ Eagle Co. Assessor
Lr#b Lo b(zo
-b
Fax: .97 - ?n+ - &aoL
at 970-32&8440 for paroel no.)
5e c,=z-z Ja wn
$650
$3oo
$250
For constsuction of a new fuilding or demo/rebufld.
For an addtion whete s+rare footage b added to any r€sitentiel or
cornnFicbl building (indudes 250 additins & interior cont/€rsids).
For minor char€es to buildirBs ard site irprovernenE, sudl 6,
remfing, pahting, windo$/ additims, landscapirg, fences and
Eining walls, etc.
minor charEes to buildirEs ard site irnprovernents, sudr 6,
reroofing, painting, window additims, landscapiB, fences and
retainlng wElls, etc.
For revisirns to plars already apploved by Pbnning Staff or the
Deslgn Review Berd.
llailing Address:
Separatbn Request
o t
t*t ir; r,,i'
tJ**"1t&
t"t"$
{n*}lv
q*t
frt fr
J
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o
* * * * + +* ++++*************** *** * * * +* * * * * * *******+**+**+******** * * * * * * * * * **+*f+*************,+**
TOWNOFVAIL, COLORADO Statement
* * * * ************+*** * * ** *:l** ******* ** * * * * ** +*,'*********t*******+* +++* * * * ** t******** **t,;t*i*'i
St,atement Number: RO5ooc1564 Anount: $20.00 09/22/2OO5O9:58 AM
fnit : ,tS
Notsatsion: 363I/LAWRENCE
Payment Method: Check
ARCHITECTT'RE
Permit No: DR8050502 TIE)e: DRB -Chg
Parcel No: 2103-143-1001-7
Site Address: 2935 BAS INGDALE BL,VD VAIIJ
Location: 2935 BAS TNGDAI,E BI,VD
This Palment:$20.00
to Appr Plans
Total Fees:$20.00
$2o. oo
$0.00
Current Pmts
20.00
TOTAI AIIIJ PMTS :
Balance :
***** ******+ +*+* * * * * *,r *,i * * {, {.******t +*:ft+**+*+++****'}*****+***++*++*****************++*+******
ACCOI.]NT ITEM LIST:
Accounts Code
DR 00100003 Lr2200
Description
DESIGN REVIEW FEES
trrfrrmwn/.ai'tt O to* 4, blocb b
Design Review Board
ACTION FORM
Department of Cornmunity Development
75 South Frontage Road, Vail, Cllorado 81657
tel: 97 0.479.2L39 tax: 97 0.479.2452
web: www.ci.vail.co.us
Proiect Name: SCOLNICKRES.CHNG.TO APPROVED DRB Numben DR8050368
Project Descripdonr
CHANGE TO APPROVED PTANS FOR REVISED LMNG ROOM WINDOW SIZE (SEE SHEET A5)
Pafticipants:
owNER SCOLNICK. SHERYL L. &JAY 0712512005
36 SEDGWICK DRIVE
ENGLEVVOOO
co 801104110
APPUCANT LAWRENCE ARCHffiCIURE, lNC. 07 125 12005 Phone: 303-794-8798
RICK I.AWRENCE
2686 W. AI.AMO AVE.
UTTLETON
co 80120
PrcjectAddress: 2935 BASINGDALE BLVD VAIL Locataon:
2935 BASINGDALE BLVD
Legal lresdiptioni Loti 19 Block: 6 Sulrdivision: VAIL INTERMOUNTAIN
Parcel Number: 2103-143-1001-7
Comments: See C.onditions
BOARD/SIAFF ACIION
Motion By: Action: SIAFFAPR
Se€ond By:Vote: Date of ApprcYal: 0il28/2005
CondiUons:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
C.ond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
C.ond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward cornpletion.
Planner: Warren Campbell DRB Fee Paid: $20.00
TOI4'NM
LocationoftheProposat, t-ot: 11 erldl: (o
Physical Address:
E.mail Addrqss:
Sc
Name(s) of Owner(s):i.L
Mailang Address:
Owner(s) Signature(s):
Name of Applicant:irvr<.n.c A "d^ )[-1v,,<
ifailing Address:
(Contact Eagle Co. Assessor at 970-328-8640 ior Darcel no.)
3o1--714 -
Plus $1.m per squaE foot of total sfu]n area.
For canstuc,tion of a new building or demo/rebuld.
For an addition whee squre fuotage b added to any rcsidential or
dnrnercid building (indudes 250 additiors & interilr corwer.dors).
For minor dnnges to buildings and site irprovements, such 6,
reroofing, painting, windonr additions, bnascapiB, fene am
retaining walls, etc.
For minor changes to buildings ard site irprovernenb, such as,
reroollng, pahting, wi.do , additims, landsceptE, fences ard
retainlng \rualls, etc.
For revb&rns to plarts already eptoved by planning $aff or the
Deslgn Redew Berd.
uuo Q0
Application for Design Review
DepartTent of Cofirnunity Developrrent
75 South FrcntagE R@d, VEfl, Cdorado 81657
tel: 970.479.21 39 laxi 970.4792452
$/eb: wlyw.vailgov.com
General Information:
All ptoiegtt requirirE desiyt rcview must re@ive approrial prior to subrnitting a building pemit applicatbn. Hece
refer to the subnittal requfuements for the pedkrJlar approyal that t requeseO. nn apification il Oesign nevew slmt be a@pted unlil all rcquied informaflon ls reeived by the Cornmunity Developnrent OepafirninL The proitct may also need to be reviercd by the To,vn Council and/or the Hanring and Erwirormenlal Conmissinn.
Deslgn revlew approval laps€ unle3s a bulldlng permlt le lssuod and construcllon commencee wllhln
one year of tha approv.l.
Description of f-\l
L-.- LA wOu<J lat vts
ts
SQrs
Cdroeptual Ret/iew
l,lew Oonsfructircn
Additbn
Mhor Alteratbn
(mu lti-f ardly/mmmercial )
Miror Alteration
(single-family/duflex)
ChangEs to Approved Hans
Separauon Request
$50
No Fe
$650
$300
$250
$20
(szo )
\"o-/
,a-S o o
\^
o c!v A
_ UAC-IC Type of Review and Fee:
@*b:3'08 sy1
aanrcc i o'g Rt{ea trto:
2005
{
.Ii
?
t:
i;
r'. I t{
{l
;
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t
RESciecft Compliance Ce rtilicate
2003 rBcc
RIScIred Sofqxarc Vetsion 3.6 Release 2
Data fleaame: C:\Pmgrm Files\Che*\REsche*\M024.rcft
PROTECT TITLE: Scotnick Residcnce
CITY: Vail
STATE: Colorado
HD}. 9248
CONSTRUCTION TYPE: Singlc Family
WINDOW / WALL RATIO: 0.14
DATE:07119/05
DATE OF PLAITIS: 15 lrdy 05
PROJECT DESCRIPTION:
Custom Rcsidacc
6t Jay Scolnick
2935 Basingdale Blvd.
Vail, Colorado
DESIG{ER/CONTRACTOR:
Larx'rcnce Arfritecturc, Inc.
2686 West Almo Avenue
Littleton, Colorado 80120
Ofr,oo: 3O3-794-8798
COMPLIANCE: Passes
MorimumUA = 449
Your Home UA = 420
6.5% Bcter Thar Code (UA)
Ceiling l: Flat Ceiling or Scissor Tnrss
Wall t: Wood Frang 16" o.c.
Window l: Wood Framsflouble Pme
Door l: Solid
Door 2: Glass
Floor 1: All-Wood Joist/Truss:Over Outside Air
Boiler l: Gas-Ffucd Stem. 75 AFUE
Prmil Y166s'
Checked By/Dte
Gluing
Area or Ca.iry Cont. or Door
Perrmeer R-Value R-Value U-Factq IJA
1141 38.0 0.0
3535 t9.0 0.0
473
2L
36
1141 38.0 0.0
34
t80
0.330 156
0.330 7
0.360 13
30
COMPLTANCE STATEMB.IT: The proposed building design dcscribed here is onsistent with the building plans,
specifcations, and other calqrlarions zubmitted q'itb the permit 4plicarion. The proposd building has beea designed to nect the
2003 IECC
rcquinads listcd i
Builder/Designer
in RESdhecf 3.6 Rdcasc 2 (imaty MECc*ad) and to comply with thc m*'d*ory
Chccklist.
RIO(L
IAU'RENCE
&1575
Bldg.
D€pt.
Use
I]
tl
tl
I1
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NEScheck Inspe ction Checklist
2003 rEcc
RESciec't Sofware Veision 3.6 Release 2
DATE:07119105
PROJECT TITLE: Scolnick Residence
Cdllngs:
l. Qsiling I: Flar Ceiling or Scissor Truss, R-38.0 cavity insularion
Commats:
Abovo.Gnde Walls:
l. Wall 1: Wood Frmg 16" o.c., R-19.0 cayity insulcion
Commgrts:
Windows:
1. Window l: Wood FrmeDouble Pane U-frdor 0.330
For windows without labelcd U-6aors, dcscribc t*urcs:
# Pmes_ Frmc Typc_ Thsmal Brcak? [ ] Ycs [ ] No
Comments:
I)oors:
1. Doo( 1: Soli4 U-6r*c 0.330
Commeirts:
2. Door 2: Glass, U-9aor0.360
Comments:
Floorr:
l. Floor 1: All-Wood Joist/Tnrss:Over Orfiride Air, R-38.0 caviry insulaim
Commmts:
Eeeting end Cooling Equipmcn t:
l. Boiler 1: Gas-Fired Steam, 75 AFUE or higher
Make md Model Number
Air Leakrge:
Joints, pendrdions, md all other such openings in the building envelopc thd ue sources ofair
leakage must be sealed
Recessed liglts must be l) Type IC rate4 or 2) installed iffide an appropriate air-tight assembly
with a 0.5" clermce fiom combustible materials. Ifnon-IC rate4 the fixhrrE musr be imtalled with a
3" clermce fom insuldion.
S\rlighb:
Minimurn insulcion requircrnent 6r skylight shats equal to or greal€r thflr | 2 inches is RJ 9.
Vapor Retarder:
Requircd on thc warm-in-winter side ofall non-vmtd famed ceilings, walls, md foors.
I
t
I
tI
t
r
t
t
t
t
tl
I\deterials ldenlificrtion :
Macrials md quipnent must be installod in accordmce with the manugchreds installdion instructions.
Maerials md equipmant must be id€ntif€d so thd mmpliance can be detsmined
Manu8cturs manuals br all imtalled heating and moling equipment and serrice water heating
equipmeat must be pmvidd-
Insuldion R-values ad glazing U-ic-tors must be clealy marked on rhe building plms or specif,cdione.
Dud Insuledon:
Supply duds in unmnditioned attics or outside the building must be insulated to RJ l.
R€tum ducts in unmnditioned attics or outside the building must be insulatod to R{.
Supply ducts in unconditioned spaces must be insul*ed to R-I1.
Retum duds in umnditioned spaces (orcept basements) must be irsultd to R-2-
Whsr oaerior walls are uscd as pleuums, the wall must be insuldd to R-l l.
Insuldim is not rcquired on ntum ducrs in basements.
Duct Conrtrrcfion:
Drct connrctions to f,anges ofair distribution systcin equip'm€ot mrst be sealed md mechaically Asteaed-
AII joints, sems, ad connections must bc socurely frsteired with weldE gaskcs, mastics (dhcsives),
masticalus-cooboddcd-fibriq or t4es. T4es md mastics must bc rafd UL l8lAorUL l8lB.
Etcqtion: Continuously weldad ad locking-tpe longitudinal joints md sc"'r's on duAs
operding at less thar 2 in. w.g. (500 Pa).
The IIVAC syst€m must pmvide a means fir balancing air and water systerr's.
Tcmpenturc Conbols:
Thsmosr?ts ae requirod Sr each sqarde TIVAC systm. A manual or antomdic mcms to
potially restrid or shut ofthe hcating mdlor cooling input to wA mne or foor shall be p,rovidod"
Scvle Wrter Heedng:
Wat€r heaters with vertical pipe risers must have a heat trap on both the idet md outlet unless the
water hed€r h^s m integral hed trap or is pct of a cirurlding system.
Insuldc cirurl*ing hot wdr pipes to the lwcls in Tablc l.
Cirurlrling Ifot Wrter Systcrru:
Insulate cirorlafing hot wder pipes to the lwels in Table l.
Swimming Pools:
Atl hcatod swimming pools must have ar on/otrheater switch md roquirc a oover udess o\q 20vo
ofthc heming €nergy is fom nondepldable sourccs. Pool prtmFs requirc a time clock.
Eeedng rnd Coollng Plplng Insuladon:
IIVAC piping conveying truids above I05 T or drilled f,uiils belovy 55 T must be insulard to the
lwels in Table 2.
* * + + + + + + * *** ** * * + + + + + ** ** * * * * * + + + * * * ***********++l+*+ * * * * * ** *********+***********t++**t *****
TOWN OF VAIL, COIORADO Statement
* * * * * * * * * * + * * * * * * * * * * + + + * * * * * * * ******+**+*****'l***** * * *****************++*****++*++* ********
Stauement Number: R050001142 Amoult: $20.00 07/25/2OO5O5:53 pM
Pa)ment Method: Check Init: LC
Notation: #3608/LAWRENCE
ARCHITECTURE INC.
Permit No: DR8050358 q.pe: DRB-Chg tso Appr Plans
Parce1 No: 2103 - 143 - 1001- 7
SiIe AddrCSs: 2935 BASINGDAIE BIJVD VAIIJ
Location: 2935 BASINGDAIE BL,VD
Total Fees: $20.00 This Pa)ment: $20.00 Total ALL Pmt6: $20.00 Balance: $0.00 :1.**lrlr'l****t***********+++****************++******+*+a*****t***+++*******+*+**a****t******++a
ACCOI]NT ITEM LIST:
Account Code Description current l,mts
DR OO1OOOO3LL2?OO DESIGN REVTEW FEES 20.00
f7 MEMORANDUM
TO: Mr. Tom Kassmel
Mr. Warren Campbell
FROM: Fred S. Haslee, Regulations Administrator
DATE: July 29, 2005
R.E: 2935 Basingdale Blvd.l--+n glkG U".ilfi+c'
Revocable Right-of-Way Agreement
The District is currently reviewing plans for construction of a residence at2935 Basingdale Blvd.
in Vail. Plans of the project indicate encroachment into the right-of-way that include substantial
proposed and existing improvements immediately adjacent to the District's water main. These
improvements may need to be removed in the case of repair or replacement of the water main.
Prior to District approval of the Utility Verification form, the Dishict would like to receive a
copy of the Revocable Right-of-Way Agreement that the Town will be executing with the
property owner to cover any liability issues that may be associated with the District having to
access this main and removing any improvements, within the right-of-way, made by the property
own€r.
Cc Matt Mire
James P. Collins
FSlVmep
TOMT OP VAII
DESIGN RErIEH BOARI)
ACTIOI{ FORII
ProjectName: SCOLNICKNEWSFR DRBNumber: DR8050099
Project Description:
NEW SINGLE FAMILY RESIDENCE
Participants:
owNER SCOLNICK SHERYL L. &JAy 03/15/2005
36 SEDGMCK DRIVE
ENGLEVI'OOD
co 80110-4110
APPUCANT SCOLNICK, SHERYL L. &JAy A3/L512005
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
Prcject Address: 2935 BASINGDALE BLVD VAIL Locauon;
Legal Description: Lot: 19 Btodc 6 Subdivision: VAIL INTERMOUNTAIN
Parcel l{umber: 2103-143-1001-7
Comments: seeconditions
BOARD/STAFF ACTION
Motion By: Hanlon Action; APPROVED
Second By: FriElen
Vote: 5-0-0 DateofApproval: 06/15/2005
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(P|-AN): DRB approral does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligenUy pursued toward completion.
Cond: CON0007242
The applicant shall complete a Town of Vail revocable right-of-way permit for all
improvements made in the right-of-way to be submitted to the Town in conjunction
with the building permit application,
cono: cOH]2+r
The applicant shall install a monitored fire alarm system within the structure.
Plans for the system shall be submitted in conjunction with the building permit
application.
Cond: CON00072,14
That the Southeast Elevation (garage) not have vertical siding at the peaks under
each gable and depict as such by building permit application.
Cond: CON0007245
That the deck suppods have stone veneer carried up to the deck and depict as such
upon building permit application
Planner: WarrenCampbell DRB Fee Paid: $650.00
IOTN OT VAIL
DESIGIT REYIE}I BOARI)
ACTIOT FOR}I
Project Name: SCOLNICK NEW SFR DRB Number: DR8050099
Project Description:
NEW SINGLE FAMILY RESIDENCE
Pafticipants:
owNER SCOLNTCK SHERYL L. &JAY 03/15/2005
35 SEDGWICK DRryE
ENGLEWOOD
co 80110-4110
APPUCANT SCOLNICK, SHERYL L. &]AY 03/15/2005
35 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
Project Addre.ss: 2935 BASINGDALE BLVD VAIL Locauon:
legal Description: Lot: 19 Block: 6 Subdivision: VAIL INTERMOUNTAIN
Parcel Number: 2103-143-1001-7
Comments: seeconditions
BOARD/STAFF ACTIOT{
Motion By: Hanlon Action: APPROVED
Second Byr Fritzlen
Vote: 5-0-0 DateofApproval: 06/15/2005
Condidons:
Condl I
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail sbff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lape and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Cond: CON0007242
The applicant shall complete a Town of Vail revocable right-of-way permit for all
improvements made in the right-of-way to be submitted to the Town in conjunction
with the building permit application.
cono: coNilzz+s
The applicant shall install a monitored fire alarm system within the structure.
Plans for the system shall be submitted in conjunction with the building permit
application.
Cond: CON00072zl4
That the Southeast Elevation (garage) not have vertical siding at the peaks under
each gable and depict as such by building permit application.
Cond: CON0007245
That the deck supporB have stone veneer carried up to the deck and depict as such
upon building permit application
Planner: WarrenCampbell DRB Fee Paid: $650.00
*m DESIGN REVIEW BOARD AGENDA
June 15,2005
3:00 P.M.
PUBLIC MEETING
PUBLIC WELCOME
PROJECT ORIENTATION / LUNCH - Community Development Department 11:30am
MEMBERS PRESENT MEMBERSABSENT
Sherry Donrrard
Pete Dunning
Lynn Fritzlen
Joe Hanlon
Margaret Rogers
SITE VISITS 1:15 pm
1. Hanlon Residence - 897 Red Sandstone Circle
2. Snowlion Condominiums - 1040 Vail View Drive
3. Phillips Residence - 2696 Davos Trail
4. Scolnick Residence - 2935 Basingdale Boulevard
5. Dantas Residence - 1936 West Gore Creek Drive
6. Dantas Residence - 17gT Alpine Drive
7. Westhaven Condominiums - 1325 Westhaven Drive
8. Vail Spa Condominiums - 710 West Lionshead Circle
9. Ryan Residence - 185 Forest Road
lO.Anderson Residence - 1418 Vail Valley Drive
11. Kaplan Residence - 3030 Booth Creek Drive
12. FritzlenlPierce Residence - 4696 Meadow Drive
Driver: George
PUBLIC HEARING -TOWN COUNCIL CHAMBERS
1. Kaplan Residence DRB05-0233
Final review of a minor alteration (re-roof)
3030 Booth Creek Drive/Lot 5, Block 4, Vail Village Filing 11
Applicant: Werner and Gilda Kaplan
ACTION: Tabled to July 6, 2005
MOTION: Hanlon SECOND: Dunning
2. Dantas Residence DRB05-0279
Final review of change to approved plans (driveway)
1936 W. Gore Creek Drive/Lot 46, VailVillage West Filing 2
Applicant Michael Dantas
AGTION: Approved
MOTION: Hanlon
VOTE:5-0-0
3:00pm
Elisabeth
SECOND: Fritzlen VOTE: $0-0
George
3. Fritzlen/Pierce Residence DRB05-0220 George
Final review of a minor alteration (playhouse addition)
4969 Meadow Drive/Lot 11, Block 5, Bighorn Filing 5th
Applicant: Lynn Fritzlen and William Pierce
ACTION: Approved
MOTION: Dorward SEGOND: Dunning VOTE: tl-0-1 (Fritzlen recused)
4. Talisman Condominium Association DRB05-0160 George
Final review of new construction (parking/elevator, stair structure)
62 East Meadow Drive/Lot L, Block 5E, VailVillage Filing 1st
Applicant: Talisman Condominium Association, represented by Resort Design Associates
AGTION: Approved
MOTION: Hanlon SEGOND: Fritzlen VOTE:5-0-0
5. Yue Residence DRBOS-O2OS Elisabeth
Final review of a residential addition (deck enclosure)
665 North Frontage Road, Unit 32DlSun Vail Condominiums
Applicant: Thomas Yue, represented by TRD Architects
AGTION: Approved with condition(s)
MOTION: Fritzlen SECOND: Hanlon VOTE:5-0-0
GONDTTTON(S):
1. That the Association acknowledge that this is the only type of enclosure approvable by the
Town without an amendment to the "master plan" informally set forth through the approval of this
enclosure.
6. Yue Residence DRB05-0206 Elisabeth
Final review of a residential addition (deck enclosure)
665 North Frontage Road, Unit 33D/Sun Vail Condominiums
Applicant Thomas Yue, represented by TRD Architects
ACTION: Approved with condition(s)
MOTION: Fritzlen SECOND: Hanlon VOTE:5-0-0
coNDrTroN(s):
1. The Association shall acknonledge that this is the only type of enclosure approvable by the
Town without an amendment to the "master plan" informally set forth through the approval of this
enclosure.
7. Dikeou Residence DRB05-0190 Bill
Final review of a residential addition (garage, media room and dining room)
3528 Beaver Dam Circle/Lot 5, Block 3, VailVillage Filing 3rd
Applicant Panayes Dikeou, represented by AH Architecture, PC
ACTION: Approved with condition(s)
MOTION: Hanlon SECOND: Fritzlen VOTE: $0-0
coNDrTroN(S):
1. This approval shall be contingent upon the applicant revising the floor plans to not exceed
3,041 sq. ft. of gross residential floor area (GRFA), prior to the application for building
2. No existing trees shall be removed due to the construction of the rear, stone paving patio.
8. Dantas Residence DRB05-0196 Elisabeth
Final review of new construction (new single family residence)
1797 Alpine Drive/Lot 40, VailVillage West Filing 1st
Applicant: Michael Dantas
ACTION: Approved with condition(s)
MOTION: Hanlon SEGOND: Fritzlen VOTE: $0-0
GONDTTTON(S):
1. Prior to Gommunityr Development acceptance of the building permit plans, the applicant shall
submit to the Town of Vail professionally-engineered and stamped drawings of all walls on the
site that are proposed to be greater than four feet in height.
9. Westhaven Condominiums DRB05-0223 Matt
Final review of new construction (multi-family residential)
1 325 Westhaven Drive/Cascade Village
Applicant Mirus LLC, represented by Morter Architects
AGTION: Approved
MOTION: Donrard SECOND: Dunning VOTE:5-0-0
10. Snowlion Condominium Association DRB05-0207 Matt
Final review of a minor alteration (re+oof)
1040 Vail View Drive, Unit 303/Lot 82, Lionsridge Filing 1
Applicant Snowlion Condominium Association, represented by Fritzlen Pierce Architects
ACTION: Approved
MOTION: Hanlon SECOND: Fritzlen VOTE: $0-0
11. Ryan Residence DRB05-0228
Final review of a minor alteration (exterior changes)
185 Forest Road/Lot 26, Block 7, Vail Village Filing 1
Applicant: Jack and Karen Ryan, represented by Michael Suman
ACTION: Approved
MOTION: Hanlon SEGOND: Fritzlen VOTE: 5-0-0
12. Scolnick Residence DRB05-0099
Final review of new construction (single family residence)
2935 Basingdale Boulevard/Lot 19, Block 6, Vail Intermountain Subdivision
Applicant: Jay and Sheryl Scolnick
AGTION: Approved with condition(s)
MOTION: Hanlon SEGOND: Fritzlen VOTE:5-0-0
coNDrTroN(s):
1. The applicant shall complete a Town of Vail revocable right-of-way permit for all improvements
made in the right-of-way to be submitted to the Town in conjunction with the building permit
application.
2. The applicant shall install a monitored fire alarm system within the structure. Plans for the
system shall be submitted in conjunction with the building permit application.
3. That the Southeast Elevation (garage) not have vertical siding at the peaks under each gable
and depict as such by building permit application.
4. That the deck supports have stone v€neer carried up to the deck and depict as such upon
bui lding permit application
13. Vail Spa Condominiums DRB05-0091 Elisabeth
Final review of a minor alteration (repaint)
710 West Lionshead Circle/Lot 1, Block 2, Vail Lionshead Filing 3
Applicant: Vail Spa Condominiums Homeowners Association
AGTION: Tabled to July 6, 2005
MOTION: Hanlon SECOND: Dunning VOTE:5-0-0
14. Phillips Residence DRB05-0211 Elisabeth
Final review of a minor alteration (re+oof)
2696 Davos Trail/Lot 6, Block C, Vail Ridge
Applicant Carol Phillips, represented by TCC Roofing Contractors
ACTION: Tabled to July 6, 2005
MOTION: Hanlon SECOND: Dorward VOTE:5-0-0
15. Hanlon Residence DRB05-0239 Matt
Conceptual review of a residential addition (new garage and remodel)
897 Red Sandstone Circle/Lot 1, Block 3, Vail Village 9' Filing
Applicant Joe Hanlon, represented by Amy Birdsall
AGTION: Conceptual, No Vote MOTION: SECOND: VOTE:
coNDrTroN(S):
16. Anderson Residence DRB05-0265 Matt
Conceptual review of new construction
1418 Vail Valley Drive/Lot 19, Block 3, VailValley Filing 1
Applicant Vincent Duncan
MOTION: Conceptual, No Vote SECOND: VOTE:
coNDrTroN(s):
Withdrawn
Pinos Del Norte DRB05-0124 Wanen
Final review of a minor alteration (tree removal)
600 VailValley Drive/Pinos del Norte, unplatted
Applicant Pinos Del Norte Condominiums, represented by Nedbo Construction, Inc.
ManorVailLodge DRB05-0182 Wanen
Final review of a minor alteration (temporary access stair and walkways)
595 East VailValley Drive/Lots A,B,C, VailVillage Filing 7th
Applicant Manor Vail Lodge, represented by Bob McCleary
Staff Approvals
Creekside Condominiums DRB05-0193 Warren
Final review of a minor alteration (stairs)
223East Gore Creek Drive/Lot A, Block 58, VailMllage Filing 1
Applicant Creekside Condominiums, represented by Peel/LangenwalterArchitects
Schoppet Residence DRB05-0232 Wanen
Final review of a minor alteration (extend deck)
1803 Shasta Place/Lot 168, VailVillage West Filing 2
Applicant Mark and Andrea Schoppet
Belltower Building DRB05-0235
Final review of a minor alteration (re-roof)
Gore Creek Drive
Applicant: Belltower Association, represented by Vail Management Company
Reske Residence DRB05-0227
Final review of change to approved plans (new brick pavers)
2319 Chamonix Lane/Lot 9, Block A, Vail das Schone Filing 1
Applicant Brian Reske
Forest International LLC DRB05-0060
Final review of a residential addition (landscape plan)
45 Forest Road/Lot 33, Block 7, Vail Village Filing 1st
Applicant Forest International LLC, represented by Steve Riden
K & S Estates Residence DRB05-0200
Joe
Matt
Matt
Matt
Final review of changes to approved plans (air conditioning condenser)
434 Gore Creek Drive, Units A1 & A3/Lot B, Block 3, Vail Village Filing 5
Applicant: K&SEstates
Lionsquare Lodge DRB05-0234 Elisabeth
Final review of a minor alteration (re-roof)
660 West Lionshead Place/Lot 1, Vail Lionshead Filing 1
Applicant: Lionsquare Lodge Homeowners Association, represented by Turner Morris, Inc.
Vail Resorts Warehouse DRB05-0215 Matt
Final review of change to approved plans (window placement)
923 South Frontage Road/Tract B, South Frontage Road SubdiMsion
Applicant: Vail Resorts, Inc., represented by Mauriello Planning Group, LLC
Timber Falls Court DRB05-0219 Bill
Final review of a minor alteration (re-roof)
4512 Timberfalls Court, Building lOiTimber Ridge
Applicant East Vail Realty Holdings, LLC, represented by TNT Specialty Constructors, Inc.
Coldwell Banker Sign DRB05-0073 Elisabeth
Final review of a sign (new display box)
286 Bridge StreeULots A&B, Block 5A, VailVillage Filing 1
Applicant 286 Bridge Street, Inc., represented by Peter Papangelis
Ellis Residence DRB05-0214 Wanen
Final review of a residential addition (new family room)
5040 Main Gore Place/Lot 44, Sundial Subdivision
Applicant Daniel and Margaret Ellis, represented by Sortland Contractors
Bailey Residence DRB05-0236 Elisabeth
Final review of a minor alteration (replace wood decks with flagstone)
4257 Nugget Lane/Lot 1/Resub of Lots 10 and 11, Bighorn Estates
Applicant: James Bailey, represented by Gwathmey Pratt Schultz Architects
Hilgartner Residence DRB05-0243 Joe
Final review of a minor alteration (re-roof)
1916 West Gore Creek Drive/Lot 47,Yail Village West Filing 2
Applicant: Stacy Hilgartner, represenled by Master Sealers
Puetzer Residence DRB05-0210 Bill
Final review of a residential addition (addition of two rooms)
2692 Kinnikinnick CourUlot 9, Block 2Alail Intermountain
Applicant Richard Puetzer
LazierArcade DRB05-0222 Wanen
Final review of a minor alteration (new patio)
531 East Lionshead Circle/Lot 3, Block 1, Vail Lionshead Filing 1
Applicant: Robert Lazier, represented by Fritzlen Pierce Architects
Sonnenalp HotelDRB05-0245 George
Final review of change to approved plans (NE windows and doors)
20 Vail Road/Lot L, Block 5E, VailVillage Filing 1
Applicant: Johannes Faessler, represented by Resort Design Associates
Coldstream Condos DRB05-0244 Elisabeth
Final review of change to approved plans (extending roofline, lighting support changes)
1476 Westhaven Drive/Lot 53, Glen Lyon Subdivision
Applicant Coldstream Condominium Association
Mueller Residence DRB05-0252 Joe
Final review of a minor alteration (re-roof)
'l 550 Matterhorn Circle/unplatted
Applicant: Wolf and Suzanne Mueller
Patterson Residence Joe
Final review of a minor alteration (re+oof)
4016 Lupine Drive/Lot 9, Bighorn Subdivision
Applicant: Richard and Regina Patterson
Seven Vails Corp. DRB04-0579 Elisabeth
Final review of change to approved plans (regrading driveway)
1837 Alpine Drive/Lot 49, Vail Village West Filing 1st
Applicant Seven Vails Corporation, represented by David Flinn
Antlers Condominiums DRB05-02218 Bill
Final review of change to approved plans (tree removal)
680 West Lionshead Place/Lot 3, Block 1, Vail Lionshead Filing 3
Applicant Antlers Condominiums, represented by Land Designs by Ellison
The applications and information about the proposals are available for public inspection during regular office
hours in the project planner's office, located at the Town of Vail Community Development Department, 75
South Frontage Road. Please call 479-2138 for information.
Sign language interpretiation available upon request with 24 hour notification. Please call 4792356, Telephone for the Hearing
lmpaired, for informalion.
ZONE CIIECK
Datc:5--os
Lcgal dcsc
Addrcss
Grncr
,A.rch itccr
Zonc disu-ict
Lot sizc
tion: Lot
Allorvcd Ex is tin e d y/Tolal GRFA
Prinrary CRFA .__-+ (425) (6?5*) =-.-
Sctondary GRFA + (.125) (67j+)
= 31al
+ 6'15 = 425 crcditplus 250 addition
Docs rhis rcqucsr involvc a 250 Addition? iU O
Horv much of thc allowcd 2j0 Addirion is usc,l with this rcqucst?Nono
J5f.laxr 2t. o {
Sitc Covcralc
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l2Sln
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RctainingWall Hcig!rs
Front
Sidcs
Rcar
20'
I <.
t5'
1'
?O't2o'qrl'
ivfinimum
3'/ 6'
G aragc Crcdit
Drivcrvay
Conrplics wirh TOV Liglting Ordinancc
Arc finishcd gradcs lcss than 2:l (50%)
Environrn cn tallllazards
2) Floodplain
3) Wctlands
4) Watcr Coursc Sctback (30) (50
5) Gcologic Haz:rds
a) Snorv Avalan chc No
b) Rocldall y'/r
c) Dcbris r*tov No
Pro'ious cond.itions of rpproval (chcck propcrty frt"): None
ls thc propcrty non-conforming? Dcscribc:
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Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.21 39 fax: 97 0.47 9.2452
web: www.vailoov.com
General Information:
All proiects requiring design review must receive appro'ral prior to submitting a building permit application. Please -
refer to the submittal requirements for the particular approval that is requested. An application for Design Rwiew
cannot be aocepted until all required information is received by the Community Dewlopment Department. The
projecl may also need to be reviewed by the Town Courril and/or the Planning and Environrnental Commission.
Design review approval lapses unless a building permit ls issued and construction commences within
one year of the approval.
Description of the Request:Single FamiIy Res idence
Location
Physical
of the Proposal:
466pgss' 2935
Lot: '!_L Block: 6 Slbdfuision:
Basingdale BIvd.
Intermountai-n
Parcef No.: 2'l 03 14310017_ (Contact Eagle Co. Asessor at 970-328-8640 for parcel no.)
Zoning:Residentiaf
Name{s} of Owner(s):Jay & Sheryl Scolnick
Mailing Address:t Suite 201
Denver, CO 80210 ' 303 573-0067 x103
Owner(s! Signature(s) :
email: jscol@pchomeslt
Name of Applicant:
Mailing Address: 2442 S- Dornrni ng St- Suite 201,Denver, CO 80210
E-mail Address. j scol@pchomesLtd. com
Phone:
-
303 573-0067
-
Fax:303 573-0077
o P g
v\
d.com I o 4 .c Type of Review and Fee:
" Signs
" Cmceptual Review
. fbw Construction . Addition
. Minor Alteration
(mult i-family/commercial)
. Minor Alteration
(singlefamily/dudex)
. Changes to Appro\€d Plans
. Separation ReqJest
$50
No Fee 6*;)'5s6-
uzcu
$20
$20
No Fee
Plus $1,00 per square foot of total sign area.
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any reshential or
commercial buihing (incltdes 250 additions & interior mnversions).
For minor changes to buildings and site improvements, sudr as,
reroofing, painting, window additions, bndscaping, fences and
retaining walls, etc.
For minor changes to buiHings and site improvements, such as,
reroofing, painling, window additions, bndscaping, fences and
retaining walls, etc.
For revisions to plans already apprwed by Phnning Straff or the
Design Review Board.
/_\\ay tJ. sco-|- nacK
TOWNOFVAIL, COLORADO Statement
statement Nurnber: R05ooo0237 Amount: $650.00 03/75/200507:52 AM
PalmenC Metshod: Check Init : .TS
Notsatsion: #91-17lPREMIER
COMMI'NITY HOMES
Permit No: DR8050099 T)T)e: DRB - New Construct.ion
Parcel No: 2IO3l43lOO1'7
SiLe Address: 2935 BAS INGDAIE BLVD vAIIr
Locatsion:
Total Fees: $650.00 This Payment: $550.00 Total ALL Pmts: $550.00 Balance: 50.00
ACCOUNT ITEM LIST:
Account code Descriptsion
DR OO1OOOO3TL22OO DESIGN REVIEW FEES
Current Pmts
550.00
Building Materials
PROPOSED MATERIAI-IS
Type of llaterial Color
Roof
Siding
Other Wall Materials
Fada
Soffits
Windorvs
WndowTrim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimnep
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
RS Cedar
Tamko Heritage
30 Year Architectural Shingles weathered wood
8" cedar Rustic Channel Cabot semi. Trail
RS Cedar
ffi
cabot #0317
Cabot #0317
RS cedar ply
wood alumi-nium clad
RG Cedar Cabot #0317
RS cedar Cabot #03'17
metal with wood rail rail painted Forest Green
painted to match roof
prefinished
nla
n/a
nla
Each side of garage door & over. side of man door
6O ur.a f f marri mrrrn
Please specify the manufactureds name, the color name and number and attach a mlor chip.
oegle6of 12l04ll1lM
PROPOSED LANDSCAPING
Botanical Name Common Name Quantity Size
PRCFOSDTFEES
P-l cea Pungens Sp.uce 6-8 ft.
AND SHRIJBS glacoaca
D(ISTING TFEES
ToBEFE[4ovED ---3--spr+ee-fqpi'e
Minimum Requirements for Landscaping: Deciduous Trees - 2' Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Type Square Footage
GROUNDCOVER nla
soD
SEED
IRRIGATION
all disturbed areas wil-l be re-seeded
not recommmended (see soils report)
T\GE OF EROSION @T{IROI re-seed
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
n/a
Page 7 of 12lMlO1l04
mtATfeeieo
"&**,
Dear Jay;
Re: Scolnick Residence, 2935 Basingdale Road, Intermountain'
YesterdaV. 7 114, I met with Arnold from Webb Crane to inspect the site and road
conditions on Basingdale Blvd.
Arnold reported that the road would support the 150 ton crane which would be
used. This crane in length measures approximatety 40' and in width with the
outriggers extended measures 24', Arnold indicated that thefe is enough room on
that iection of the road to allow the car access width required by the Town of Vail
which is 14' minimum.
This crane is to be used to lower the trackhoe onto the site so that platforms can
be levelled for the caisson drilling rig to work from. At this time the sewer line Will
be dug from the NE corner of the site. The crane then has to lower onto the site
the caisson drilling rig.
Webb Crane have worked in the Town of Vail and understand their requirements.
Atached is a copy of the costs involved in the use of the crane'
Yours sincerely,
r/
-l't--
Sue Railton
xc: CommunitY DeveloPment DePt, TOV
Buz Flevnolds
Evergreen Caissons
July 15, 1998
Jay Scolnick
141 S. Clermont Street
Denver, CO 80246
r__.,.--'
fiAILTO|1|"|ilcIVOY
r't (i \i '\-=,
??oJEcr cci;c:r': . ilsr:{i.;:!
r:IEiiCFS -i .:::.Pi t!: ::.
P0. 8or 430 tron. ,:,lionoo E1657
(300949.5:95.;rX 949.5:16
ultL LUUAI I(,|N YT-KIFILA I IUI\
, This form is to vcriQ scrvicc availability and location tbr rrcw constnrction and should bc u.scd in conjunction
with prcparing yourirtility plan and schcduling installations. Thc location and availabilify of utilitic-s' w.hcthcr
thcy 6c inain trunk lincs or proposcd lincs. nrust bc approvcd and vcrificd by thc follorving utilitics for thc
accon:panying sitc plan.
U.S. West Commtrnications
I -800-922- t987
46tt-6t160 or 949-4530
Public Service Conrpany ;)$ ,J 4r'- +0,1 )
Gary Hall
Holy Cross Electric Assoc.
e49-58e2 l+y-tsYt.
Tcd Husky/John Boyd
l.L..t.
9.19-55 30
Floyd Salazar
Eaglc Rivcr Watcr
& Sarritatiorr District +
476-'7480
Frcd IJaslcc
4,tc.q Y
4 -tc
,+ Ae p.,,,rr "t{r,$,6d\r*,\+s* **$'
7a
* plcasc brirrg a sitc plan. floor plan, and clcvations whcn obtaining Uppcr Eaglc Vallcy Water & Sanitation
signaturcs. F'irc flow nccds tnust bc addrcs.scd.
NOTES:
l. lfthc utility vcrification fornr has signaturcs fronr cach ofthc Lrtility contpanies, and no
cotnmcnts are madc dircctly on thc fonn, thc Torvn will prcsurrtc that thcrc arc no problcms and
thc dcvclopmcnt can Procced.
2. If a utility company has conccms with thc proposcd constnrction, the utility rcprcscntativc shall
notc dircctly on the utility vcrification fonn that thcrc is a problcm which necds to bc resolved.
The issuc should thcn bc deLailed in an attached lettcr to thc Town of Vail. Howcver. plcasc
kccp in lrind that it is thc responsibility of thc utility conrpany and thc applicant io rcsolvc
idcntificd problcms.
Thssc vcrifications do not rclicvc the contractor ofthc rcsponsibilify to obtain a Public Way
pcrmit fiom thc Department of Public Works at thc Town of Vail. Utility locations must bc
obtained bcforc digging in any public right-of-way or casenrent rvithin the Town of Vail. A
3.
Authorizcd Signaturc
PRE-APPLICATION CONFERENCE
Updated 6/97
/
\\ l{
* LvLfrrrL'r\ vE'\rrrrr"r'arr\-,ir CqY 1q1- _.
\, Jr O O
- Yr r'-'iue Polt w""-
This form is to vffi scwicc availsbiliry and location for ncw construcdon and should bc uscd in conjunction
with prcparing your utility plan and schcduling installaiions. Tholocation and availabilify of utilitics"whcthcr
thcy bc main t*i[ rir* iriroposcd lincs, mu-st bc approvcd and vcrificd by rhc follorving utilitics for thc \ t1 1 -991
accompanying sitc plan,
U,S, Wcst Conrmunicati ons
l-800-922- r e87
468-6860 or 949-1530
l1ro c uerucc uompany
949-5781
Gary Hall
I'{oly Cross Elcctric Assoc.
e49-.58e2 ?+7-ts|z.
Tcd Hu.sky/John Boyd
T,C.t. ,
949-5530
Floyd Salaznr - pnc //2
Eaglc River Watcr
& Smitation Disttict t
476-'1480
Frcd l{sslcc
Date
4,lo.g Y
;J n+ at"'n/* 6 -d7t
'/rlrk +W;*h/M#4;,Fluz.z'L +rtr- /r'4 54, ffil o
.,/_/o_7 g
'N Plctusc bring a sitc plan, floor plnn, and clcvations whcrr obtaining UppcrEaglc Valicy Water & Sonifation
sigttaRrrcs. Firc flow rrccds rnust bc addrcsscd.
NOTES:
L Ifthc utility vcrification fornr has signanrrcs tionr cach ofthc utility companics, and no
comnents arc nradc dircctly on thc font, thc Town will prcsunrc that thcrc arc no probloms and
thc dcvolopnrcnt can procccd.
lf a utility oompany has conccmi with thc proposcd constnrction, thc utility rcprcscntativc shall
note dircctly on the ufilily vcrificqtion form that thcrc is a problem rvhich nocds to bc resolved.
Thc issuc should then bo detailed in an attachEd lotor to thc Town of vail, Howcver, pleasc
kccp in urirrd that it is thc re.sponsibility of thc utilily company antl thc applicalr to rcsoivc
idctrtificd problcrns.
1
Atrthorizcd Signatrrre
4-to'
3' Thqsc veri{ications do not rclieve the contractor ofthp rcsponsibility to obtain a Public Way
Permit frorn thc DepaftmEnt of Public Works at thc Town of Vail. Utilih/ locatinns mlst-bg
ohFinedhgforadigginginanypubliorighFof-wayoroesctncntrvithinthcToumofVail, A
buildina permit in not n Rrblic.\Ye:/ fcnnit snd must be obtaihed separatclv,
Updatcd 6/97
'- -i. ln. i; rll3:,--rE Fl.I l- i I
PIR E-APeL rCAIr ON CONEERENCE
kF'"
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o
DRB Comments For The Scolnick Res. From The
May 4,2005 Meeting
. Provide a landscape plan and legend identifying the plants to be added. The DRD suggested
some evergreens (spruce do well on north facing slopes) and possibly some small retaining
falls to create flat areas for other landscaping. Additional trees should be added to help buffer
the home from neighboring properties . There was concern over the multitude of window types and dimensions. Work on reducing the
number of different window dimension.r Introduce a variety of materials like shown on the post card at the meeting of another modular
home in the Aspen area. lt was suggested that some horizontal wood siding may be an option
to replace all the horizontal siding from top to bottom.
r Concerns regarding small sky lights. Look at making them larger. This may not be possible as
it is a modular home.. Remove the lattice and redesign the support columns to architecturally integrate with the home.
Address concerns with the southern most column underneath the lowest module of the home.
Concerns that this portion does not extend out of the ground. Find an architectural solution to
this concern.
Conditions Staff recommends if DRB decides to approve this application.
1) The applicant shall complete a Town of Vail revocable right-of-way permit for all improvements
made in the right-of-way to be submitted to the Town in conjunction with the building permit
application.
2) The applicant shall install a monitored fire alarm system within the structure. Plans for the system
shall be submitted in conjunction with the building permit application.
Status:
I Approved
cou"utt DevelopMENr nourr?o Fonu
I Approved with conditions fi Denied
Routed To:Leonard Sandoval, PW
Date Routed:03/16/05
Routed By:Planner
Date Due:03/16/05
Description of work:Variance and construction of new house.
Address:2935 Basinqdale Drive
Legal:Lot:119 lBlock:6 Subdivision:lntermountain
Comments:Date Reviewed: 3/18/05
lssues.Need additional review
Show all red
Show limits of disturbance fence/ erosion control.
Provide a PE rock fencen detail on north side of lot.
Provide a PW for curb cut.
Provide an u stam
Min. 24' road to qaraoe door required per TOV standards. Adiust & revise.
Min 5' oavement to bumDer on ouest oarkino reouired oer TOV standards. Adiust & revise.
Provide a landsca
Show location of over head utilitv's that will be required to be buried or relocated.
Show & boftom elevation of existino boulder wall.
Provide a stamoed PE drawinq for boulder wall. Shown over 4' in
Provide for construction access.
out into intersection is a saftv hazard for owner, provide a tum around.
Submit a revocable ROW
Show to oropertv on site plan.
revtston be reouired.Additional comments u
{* At^^5t/,i*l"l^
THIS ITEM MAY AFFECTYOUR PROPERW
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the
Town of Vail will hold a publlc hearing in accordance with section 12-3-6, Vail rown
Code, on May 9, 2005, at 2:00 pm in the Town of Vail Municipal Building, in
consideration of:
A request for a final review of variances from section 12-6D-6, setbacks, Vail rown
Code, and Title 14, Development Standards Handbook, Vail Town Code, pursuant to
Chapter 12-17, Variances, to allow for the construction of gross residential floor area
within the front setback and the location of required parking within the public right-of-
way, located at 2935 Basingdale Boulevard/Lot 19, Block 6, Vail Intermountain
Subdivision, and setting forth details in regard thereto.
Applicant: Jay and Sheryl Scolnick Planner: Waren Campbell
A request for a final review of variances from section 12-6D-6, setbacks, and Section
12-GD-7 , Height, Vail Town Code, pursuant to Chapter 12-17, Yariances, to allow for the
construction of gross residential floor area within the side setback and to exceed the
height limitation within the Two-Family Primary/Secondary zone district, located at 1783
Shasta Place/Lot 14, Vail Village west Filing 2, and setting forth details in regard
thereto.
Applicant: Chris Heckmann Planner: Elisabeth Eckel
A request for a final review of variances from section 12-6H-6, setbacks, and Section
12-6H-9, Site Coverage, Vail Town Code, pursuant to Chapter 12-7,Variances, to allow
for the construction of a residential addition within the side setback, located at 400 East
Meadow Drive, Unit G/Tyrolean Condominiums, and setting forth details in regard
thereto.
Applicant: Enrique Rojas, represented by Michael Suman Architect Planner: Matt Gennett
A request for a final review of variances from Section 12-6H-6, Setbacks, and Section
12-6H-9, Site Coverage, Vail Town Code, pursuant to Chapter 12-7,Yariances, to allow
for the construction of a residential addition within the side setback, located at 400 East
Meadow Drive, Unit TlIyrolean Condominiums, and setting forth details in regard
thereto.
Applicant: Jorge Massa, represented by Michael Suman Architect Planner: Matt Gennett
The applications and information about the proposals are available for public inspection
during office hours at the Town of Vail Community Development Department, 75 South
Frontage Road. The public is invited to attend project orientation and the site visits that
precede the public hearing in the Town of Vail Community Development Department.
Pfease call 97O-479-2138 for additional information.
Sign language interpretation is available upon request, with 24-hour notification. Please
call970-479-2356, Telephone for the Hearing lmpaired, for information.
Published Aptll22,2005, in the Vail Daily.
t
ir:: ''
,/
10m,l0l'l/Alt
Departnent of Community Development
75 South Frontage Road
Vail, Colorado 8j,657
970-479-2t38
FAX 970-479-2452
www.vailgov.com
Jay Scolnick
2442 South Downing Street, Suite 201
Denver, CO 80210
Re: New single-family residence located at 2935 Basingdale Blvd./Lot 19,
lntermountain
May 6, 2005
Block 6. Vail
Mr, Scolnick,
This letter is being sent as a follow-up to the Design review Board hearing held on May 4,
2005, at which your item was conceptually reviewed. The following are comments made by
the Design Review Board. I also tried to include all the previous comments of the public works
depafiment which haven't been addressed.
. Show a limits of disturbance fence on the plans.. Obtain a public works permit for the new curb cut prior to issuance of a building permit.
o Provided an updated stamped survey showing existing trees etc. Prior to hearing tie a ribbon
around all trees to be removed on the site,r Provide a landscape plan and legend identifying the plants to be added. The DRD suggested
some evergreens (spruce apparently do well on north facing slopes) and possibly some small
retaining falls to create flat areas for other landscaping. Additional trees should be added to
help buffer the home from neighboring properties.r Provide a plan for burying the overhead utilities in front of the site (telephone/electric), Include
a note on the site plan.e Provide top-of-wall and boftom-of-wall elevations for the existing boulder wall.o At the time of submittal for building permits provide a stamped professional engineer drawing
for all retaining walls over 4feel in height.o Provide a grading plan for construction access.r A revocable right-of-way permit will be required to be completed and submitted to the Town in
conjunction with your building permit application.r Show contours/grading on site from property line to property line.r Provide a detail drawing of the proposed railing on the driveway.r There was concem over the multitude of window types and dimensions. Work on reducing the
number of different window dimension.r Introduce a variety of materials like shown on the post card. lt was suggested that some
horizontal wood siding may be an option to replace all the horizontal siding from top to bottom.. Concerns regarding small sky lights. Look at making them larger. This may not be possible as
it is a modular home.
{p ^,"'"uo '^"*
' Remove the lattice and redesign the support columns to architecturally integrate w1h the home.Address concerns with the southem most column underneath the lowestirost module of the home. Concems that this portion does not extend out of the ground. Find an architectural
solution to this concern.
Please review these comments and if you have any questions regarding this letter please
contact me at 970-479'2148. I will be out on vacation foim May 14 ilirougnlne 31. In oider to be on_ the May 18, 2005, Design Review Board agenda I muit have the- revised plans by no later than noon on May 13, 2005. lf you are unable to revise your plans and submii on rrt1ay t e you will be scheduled on the June 1, 2005 Design Review Boird agenda if plans are submitted by May 27,2005.
Wjt[ regards, .. ^ All t.t / \ il Iilt 4,lJAA\a/ ti^/ffddUl
WanenCampbell f' I
Senior Planner
Cc: File
Premier Community Homes, Ltd.
March 18.2005
Joe Suther
Town of Vail
Development Review Coordinator
75 South Frontage Road
Vail, CO 81657
Re: 2935 Basingdale Blvd.. Vail
Dear Joe:
Thank you for accepting my submittal for the Variance Application and the Desrgn
Review Application.
Enclosed is an original copy of the plans for the home on our lot at 2935 Basingdale
Blvd., that was approved in the initial hearing back in 1998" I thought you should
have a copy ofthis, so that you could see that it also had the liveable space under
the garage.
If there are any other items that come up, I'd appreciate the opportunity to address
those prior to any hearing date.
Yours very truly, ./
," 44,--r
Jdv B Scolnick
President and CEO
clwpUay\VailUoe Suther-2
2442 South Downing Street, Suite 201 ' Denver, CO 80210 ' 303.573.0067 . 303.573.0077 Fax
I0t4ft,m
Planning and Environmental Commission
ACTION FORM
Deparbnent of Gommunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www,ci.vail.co,us
Protect Name! SCOLNICK RES. VARIANCE PEC Number: PEC050021
Project Description:
VARIANCES TO ALLOW FOR GRFA WITHIN THE FRONT SETBACK UNDER THE GAMGE AND TO
LOCATE A PORTION OF ONE OF THE REQUIRED PARKING SPACES WITHIN THE PUBUC RIGHT-
OF-WAY,
Participants:
owNER SCOLNICK, SHERYL L. &JAy 031t512005
36 SEDGWICK DRIVE
ENGLEWOOD
co 80110-4110
APPUCANT SCOLNICK SHERYL L. &JAy 031L51200s
36 SEDGMCK DRIVE
ENGLEWOOD
co 80110-4110
Project Address: 2935 BASINGDALE BLVD VAIL Location:
Legal Descrlption: Lot: 19 Block:6 Subdivision: VAILINTERMOUNTAIN DEVS
Parcel Number: 2103-143-1001-7
Comments: SEE CONDnONS
BOARD/STAFF ACTION
Motion By: ROLUE KJESBO Adion: APPROVED
Second Byr DAVE VIELLE
Vote! 5-0-0 DateofApproval: 05/09/2005
CondiUons:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:300
PEC approval shall not be not become valid for 20 days following the date of
approval.
Planner: Warren Campbell PEC Fee Paid: $500.00
It]I,,!h
Application for Review by the
Planning and Environmental Gornmission
Department of Community Development
75 South Frontage Road, Vail, Colorado 8'1657
tel: 970.479.2139 lax'. 970.479.2452
web: www.vailgov.com
General Information:
AII projects requiring Planning and Environmental Commission review must receive approval prior to subrnitting a
building permit application. Please refer to the submittal requirements for the particular approval that is requested.
An application for Planning and Environrnental Commission review cannot be accepted until all required information
is received by the Community Development Department. The project may also need to be reviewed by the Town
Council and/or the Design Review Board.
Type of Application and Fee:
Rezoning $1300
Major Subdivision $1500
Minor Subdivision $650
E\emption Plat $650
Minor Amendment to an SDD $1000
New Special Development District $6000
Major Amendment to an SDD $6000
Major Amendment to an SDD $1250
( n o exte i or m od ifr c ations)
C,onditional Use Permit
Floodplain Modifi cation
Mhor Exterior Alteration
Major Exterior Alteration
Development Plan
Zoning Code Amendment
Variarre
Sgn Variance
Amendment to a Development Plan $250
Ar
$650
$400
$650
$800
$1500
$i3oo
$500
$2oo d
q
o o
t,
-
Description of the Request: cansqqry_!_ Ltglilabl-e area within f ront yard
-_selqesk
(20 -FrJ pf_p_feo
Location of the Proposal: Lot: 1_!_ Block: 6 Subdivision: I ntermountai n
Physi ca I Ad d ress : 2915-_ eCS i ngde_!9__E9.t4e_yel A
Parcel No.:21031 4310017 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:Duplex
Name(s)of Owner(s):Jay and Sheryl Scolnick
Maili 2442 SouLh Downin Street Suite 201, DenverrCO 80210
303 57:-00
0wner(s)'Signature(s) : _
Name of Applicant:B. Scolnick
Mailing Address: 2442 South Downing Street,Suj-te 201 , Denver Co 80210
Phone:303 573-0067 x103
E-mail Address: -lsrglSqcflerne!]td. c9m p"t 303 s73-0077
vl n ?
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of 6-Q4/Q1/04
I
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UEMORANDUM
Planning and Environmental Commission
Community Development Department
May 9, 2005
;,
lLlff'ot',
d , I)r*. U
Wv w
+0 -0 UoP'
TO:
FROM:
DATE:
SUBJECT:A request for a final review of variances from Section 12-6D-6, Setbacks, Vail Town
Code, and Title 1 4, Development Standards Handbook, Vail Town Code, pursuant to
Chapter 12-17 ,Yariances, to allow for the construction of gross residential floor area
within the front setback and the location of required parking within the public right-of-
way, located at 2935 Basingdale Boulevard/Lot 19, Block 6, Vail Intermountain
Subdivision, and setting forth details in regard thereto.
Applicant Jay and Sheryl Scolnick Planner: Warren Camobell
I. SUMMARY
The applicants, Jay and Sheryl Scolnick, are requesting a variances from Section 12-6D-6, Setbacks,
Vail Town Code, and Chapter 14, Supplemental Regulations, Vail Town Code, pursuant to Chapter
12-17 ,Yariances, to allow for the construction of gross residential floor area within the front setback
and the location of required parking within the public right-of-way, located at 2935 Basingdale
Boulevard/Lot 19, Block 6, Vail Intermountain Subdivision. The requested variances are the result of
a proposal to construct a new single-family structure on a lot which has slopes over thirty (30%)
which reduced the allowable site coverage to fifteen percent (15%) and dictates the location of the
garage within the front setback and the location of a portion of the required parking within the public
right-of-way. Staff is recommending approval of the requested variances because a practical
difficul$ or hardship does exist and approval of the variance would not constitute a granting of
special privilege to this property owner.
II. DESCRIPTION OF REQUEST AND BACKGROUND
On July 13, 1998, the Planning and Environmental Commission approved a variance similar to the
one proposed by a unanimous vote. That variance approval has since expired and the applicant
must receive new variances in order to proceed forward with the construction of the proposed single-
family structure. The Commission found that a number of the houses in the area are built within the
front setback due to the steep slopes which is a condition carried forward from the 1987 annexation
of the area into the Town of Vail, with a number of lots of substandard size.
The applicant is requesting a setback variance in order to construct a new residence with Gross
Residential Floor Area (GRFA) within the front setback under a proposed garage and to locate
required parking within the public right-of-way. This current variance request differs from the July
13, 1998, variance approval in that the house has been shifted north on the property which has the
net effect of reducing the deviation requested in the 1998 approval. This shift was in response to a
concern by staff that a car parked in front of the garage would have the rear end of the vehicle
located within Basingdale Blvd. In additional, since July 13, 1998, a requirement has be passed
requiring all parking spaces generated for a home to be located within lot lines of the property and
not within the public right-of-way. The variance request is to allow for the location of approximately
half the required dimensions of a parking space (9 feet by 19 feet) being located within the public
right-of-way.
The applicant is proposing to build a modular house on piers as the stability of the soils in the area
requires as little disturbance to the ground as possible. The lot is zoned Primary/Secondary Two-
Fami[ Residential, which limits the allowable site coverage to 15% on a lot such as the applicant's
with excessive slopes (slopes greater than 30%). The existing lot size is nonconforming at 8,524
square feet with the property line for this lot ranging between 16 to 18 feet from the edge of
pavement. The garage will be constructed in the front setback as allowed by Code, and the
variance requested will allow part of the house to be built underneath the garage. Little of the
building will be seen from the street and the house will be more in keeping with the surrounding
neighborhood. Staff believes the design of the building with this configuration is a better product
than if the GRFA was completely out of the front setback.
A vicinity map depicting the location of the residence is attached for reference (attachment A).
Reduced copies of the proposed site plan and elevations are attached for reference (attachment B)
as is the written request from the applicant (attachment C) and the public notice which preceded the
request (attachment D).
III. ROLES OF REVIEWING BODIES
The PEG is responslble for evaluatinq a oroposal for
Action: The PEC rs responsrb/e for final approvalldenial of a variance.
The PEC is responsible for evaluating a proposal for:
1. The relationship of the requested variance to other existing or potential uses and structures in
the vicinity.
2. The degree to which relief from the strict or literal interpretation and enforcement of a
specified regulation is necessary to achieve compatibility and uniformity of treatment among
sites in the vicinity, or to attain the objectives of this Title without grant of special privilege.
3. The effect of the requested variance on light and air, distribution of population, transportation
and traffic facilities, public facilities and utilities, and public safety,
4. Such other factors and criteria as the Commission deems applicable to the proposed
variance.
Desiqn Review Board:
Action: The DRB has no review authority on a variance, but must review any accompanying
DRB application.
Town Council:
Actions of the Design Review Board or the Planning and Environmental Commission may be
appealed to the Town Council or by the Town Council. Town Council evaluates whether or not the
DRB or PEC erred with approvals ordenials, and may uphold, uphold with modifications, orovertum
the Board's decision.
Staff:
The staff is responsible for ensuring that all submittal requirements are provided and plans
conform to the technical requirements of the Zoning Regulations. The staff also advises the
applicant as to compliance with the design guidelines.
Staff provides a staff memo containing background on the property and provides a staff evaluation
of the project with respect to the required criteria and findings, and a recommendation on approval,
approval with conditions, or denial. Staff also facilitates the review process.
IV. APPLICABLE PLANNING DOCUMENTS
Zoning Regulations
Secfion 1 2-2 Definitions
SETBACK: The distance from a lot or site line, creek or stream measured horizontally to a line or
location within the lot or site which esfab/rshes fh e permitted location of uses, structures, or buildings
on the site.
Section 12-OD-g PrimarylSecondary District (in part)
12-6D-9: SITE COVERAGE: Site coverage shall not exceed twenty percent (20%") of the total
site area. (Ord. 41(1990) $ 5; Ord 30(1977) S 2)
Secflon 12-17 Varlances (ln part)
12-17-1: PURPOSE:
A. Reasons For Seeking Variance: ln order to prevent or fo /essen such practical difficulties and
unnecessary physical hardships inconsistent with the objectives of this title as would result from
strict or literal interpretation and enforcement, variances from certain regulations may be granted. A
practical difftculty or unnecessary physical hardship may result from the size, shape, or dimensrbns
of a site or the location of existing structures thereon; from topographic or physical conditions on
the site or in the immediate vicinity; or from other physical limitations, street locations or conditions in
the immediate vicinity. Cost or inconvenience to the applicant of strict or literal compliance with a
regulation shall not be a reason for granting a variance.
1 2-1 7 -5: PLAN N I N G AN D E Nv I RO N ME NTAL CO MM I SS/ON ACIION;
Within twenty (20) days of the closing of a public hearing on a variance application, the planning and
environmental commission shall act on the application. The commission may approve the
application as submifted or may approve the application subject to such modifications or conditions
as f deerns necessary to accomplish the purposes of this title, or the commission may deny the
application. A variance may be revocable, may be granted for a limited time period, or may be
granted subject to such other conditions as fhe commission may prescribe.
1 2-1 7-7: PERMIT APPROVAL AND EFFECT:
Approval of the variance shall |apse and become void if a building permit is not obtained and
construction not commenced and diligently pursued toward completion within two (2) years ftom
when the approval becomes final.
' Secfion 12-21: Hazard Regulations (in part)
12-21-1: PURPOSE:
The purpose of this Chapter is to help protect the inhabitants of the Town from dangers relating
to development of flood plains, avalanche pafhs, sfeep s/opes and geologically sensitive areas;
to regulate the use of land areas which may be subject to flooding and avalanche or which may
be geologically sensittve; and fufther to regulate development on sfeep s/opes; to protect the
economic and property values of the Town, to protect the aesthetic and recreational values and
natural resources of the Town, which are sometimes assocrated with flood plains, avalanche
areas and areas of geological sensitivity and slopes; to minimize damage to public facilities and
utilities and minimize the need for relief in cleanup operations; to give notice to the public of
certain areas within the Town where flood plains, avalanche areas and areas of geologic
sensitivity exist: and to promote the general public health, safety and welfare.
1 2-2 1 - 1 4 : RES IRIC I/ONS /N SPEC/ F I C ZO N E S ON EXCESS/VE SL OPES:
The following additional special restrictions or requirements shall apply to development on any
lot in a hillside residential, single-family residential, two-family residential or two-family
primary/secondary residential zone district where the average slope of the site beneath the
existing or proposed structure and paTking area is rn excess of thirty percent (30%o):
E. Site coverage as it pertains to fhis chapter, as permifted by secllons 12-6A-9, 12-68-9, 12-OC-
9 and 12-6D-9 of this title. is amended as follows:
1. Not more than fifteen percent (1 5o/o) of the site area may be covered by buildings, except in
conjunction with a type I employee housing unit in accordance with chapter 13 of this title, in
which case not more than twenty percent (20%o) of the site area may be covered by buildings;
and
2. Not more than ten percent (10%o) of the total site area may be covered by driveways and
surface parking.
Chapter 14 Supplemental Regulations (in part)
Location: Parking spaces, aisles, and turning areas shall be entirely within lot lines and shall not
encroach on any public right-of-way. No parked vehicle shall overhang any public right-of-way.
V, ZONING ANALYSIS
Address/Legal: 2935 Basingdale Boulevard/Lot 19, Block 6, Vail Intermountain
Subdivision
Zoning: Two-Family Primary/Secondary
Development Standard Allowed/Reouired Prooosed
Lot Area: 15,000 sq. ft. 8,524 sq. ft.
Setbacks:Front: 20ft. 1.5 feet Sides: 15 ft. 18teelJ22teet Rear: 15 ft. 54 feet
4
3 spaces
vt.SURROUNDING LAND USES AND ZONING
Land Use
Residential
Residential
Residential
Residential
1,278 sq. ft. (15%) 1,272.5 sq. ft. (14.9%)
5,114 sq. ft. (60%) 8,865 sq. ft. (65%)
3 spaces
Zoninq
Primary/Secondary
Primary/Secondary
Primary/Secondary
Primary/Secondary
Building Height:
GRFA:
Site Coverage:
Landscape Area:
Parking:
North:
South:
East;
West:
33'
3,921 sq. ft.
33'
2,313 sq. ft.
v[.CRITERIAAND FINDINGS
A. Consideration of Factors Reoardinq the Setback and Parkino Location Variances:
1. The relationship of the requested variances to other existing or
potential uses and structures In the vicinity.
This lot is located in a neighborhood with lot sizes of approximately 8,000
square feet. Many homes in the neighborhood are constructed with
approved variances allowing encroachments into the setbacks. This house
will be built on piers to accommodate the slope stability reports
recommendations to decrease the potential for site disturbance. The steep
slopes constrict the allowable GRFA to below that allowed by a conforming
lot due to site coverage limitations. The steep slopes on the site and the
desire to limit disturbance facilitates a design which is closer to the right-of-
way of Basingdale Blvd. as is the case for many of the homes along
Basingdale Blvd.
The applicant is also requesting a variance to allow for a portion of the
homes required parking to be located within the public right-of-way. The
applicant's proposal would be to have approximately 9 feet of the required 9
foot X 19 foot parking space within the right-of-way. Many of the homes in
the vicinity enjoy the priMlege of parking within the right-of-way along
Basingdale Blvd. In front of the applicant's lot is located the intersection of
Basingdale Blvd. and Snowberry Drive where the edge of pavement has
been pulled away from the right-of-way leaving approximately 20 feet of land
between the property line and the edge of asphalt. The expanse of the 20
feet of unutilized right-of-way and the design of many homes on the steep
slopes in the vicinity is not compatible as pulling the garage into the front
setback to reduce site disturbance would not be able to be achieved without
locating a portion of the required parking within the right-of-way.
2.The degree to which relief from the strict and literal interpretation and
enforcement of a specified regulation is necessary to achieve
compatibility and uniformity of treatment among sites in the vicinity or
to attain the objectives of this title without a grant of special privilege.
The overall design of the house will be improved with the approval of a
variance for GRFA in the front setback. The garage would otherwise be
constructed 13 feet above grade due to the steep slopes, with nothing
underneath. By building part of the house below the garage, a portion of the
house will not be seen from the road and will reduce the overall impression
of bulk and mass. The changes made by the applicant since the 1998
approval lessen the deviation requested for GRFA in the front setback.
In addition to the setback variance the applicant is requesting a variance to
allow for approximately half of a 9-foot by 1 9-foot parking space to be located
within the public right-of-way. Many of the homes along Basingdale Blvd.
have all or a portion of there required parking within the public right-of-way.
The granting of these variances is necessary to achieve compatibility and
uniformity of treatment among sites in the area. Staff believes that the
granting of these variances will not be a grant of special privilege. As stated
in the previous criterion the location of the edge of pavement being pulled
away from the property line due to the intersection design leaves a large
expanse which does not work in conjunction with the design commonly seen
in the vicinity of located garages in the front setback to get the structure
closer to the roadway and reduce site disturbance.
The effect of the requested variance on light and air, distribution of
population, transportation and traffic facilities, public facilities and
utilities, and public safety.
The proposal will have little, if any, effect on these issues. The proposal will
reduce the bulk and mass of the structure on site.
4. Such otherfactors and criteria as the commission deems applicable to
the proposed variance.
The Plannino and Environmental Commission shall make the followinq findinqs
before qrantinq a variance:
1 . That the granting of the variance will not constitute a grant of special
privilege inconsistent with the limitations on other properties
classified in the same district.
2. That the granting of the variance will not be detrimental to the public
health, safety or welfare, or materially injurious to properties or ' improvements in the vicinity.
3. That the variance is wananted for one or more of the following
reasons:
a. The strict literal interpretation or enforcement of the specified
regulation would result in practical difficulty or unnecessary
6
3.
B.
physicalhardship inconsistentwith the objectives of this title.
b. There are exceptions or extraordinary circumstances or
conditions applicable to the same site of the variance that do
not apply generally to other properties in the same zone.
c. The strict interpretation or enforcement of the specified
regulation would deprive the applicant of privileges enjoyed by
the owners of other properties in the same district.
VIII. STAFFRECOMMENDATION
The Community Development Department recommends approval of the request for variances from
Section 1 2-6D-6, Setbacks, Vail Town Code, and Title 14, Development Standards Handbook, Vail
Town Code, pursuant to Chapter 12-17 ,Yariances, to allow for the construction of gross residential
floor area within the front setback and the location of required parking within the public right-of-way,
located at 2935 Basingdale Boulevard/Lot 19, Block 6, Vail Intermountain Subdivision, based upon
the review of the criteria in Section Vll of this memorandum and the evidence and testimony
presented as well as the findings listed below. Staff recommends that, should the Planning and
Environmental Commission choose to approve the application, the following findings be made a part
of the motion:
1. That the granting of the variances will not constitute a grant of special privilege
inconsistent with the limitations on other properties classified in the same district.
2. That the granting of the variances will not be detrimental to the public health, safety
or welfare, or materially injurious to properties or improvements in the vicinity.
3. That the strict interpretation or enforcement of the specified regulation will result in
practical difficulty or unnecessary physical hardship inconsistent with the objectives
of the Zoning Regulations.
4. That the strict interpretation or enforcement of the specified regulation will deprive
the applicant of privileges enjoyed by the owners of other properties in the same
district.
ATTACHMENTS
A. Vicinity Map B. Reduced Plans C. Applicant's Request D. Publication Notice
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THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the
Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail rown
Code, on May 9, 2005, at 2:00 pm in the Town of Vail Municipal Building, in
consideration of:
A request for a final review of variances from section 12-6D-6, Setbacks, Vail rown
Code, and Title 14, Development Standards Handbook, Vail Town Code, pursuant to
Chapter 12'17, Yariances, to allow for the construction of gross residential floor area within the front setback and the location of required parking within the public right-of-way, located at 2935 Basingdale BoulevardiLot 19, Block 6, Vail Intermountain
Subdivision, and setting forth details in regard thereto.Applicant Jay and Sheryl Scolnick Planner: Warren Campbell
A request for a final review of variances from section 12-6D-6, setbacks, and section
12-6D'7, Height, Vail rown code, pursuant to chapter 12-17, variances, to allow for the
construction of gross residential floor area within the side setback and to exceed the
height limitation within the Two-Family Primary/Secondary zone district, located at 1783
shasta Place/Lot 14, Vail Village west Filing z, and setting forth details in regard
thereto.
Applicant: Chris Heckmann Planner: Elisabeth Eckel
A request for a final review of variances from section 12-6H-6, Setbacks, and section '12-6H-9,,Site Coverage, Vail Town Code, pursuant to Chapter 12-7,Variances, to allow
for the construction of a residential addition within the side setback, located at 400 East
Meadow Drive, Unit Offyrolean condominiums, and setting forth details in regard
thereto.
Applicant Enrique Rojas, represented by Michael Suman Architect Planner: Matt Gennett
A request for a final review of variances from Section 12-6H-6, Setbacks, and Section
12-6H-9, Site Coverage, Vail Town Code, pursuant to Chapter 12-7, Variances, to allow
for the construction of a residential addition within the side setback, located at 400 East
Meadow., Drive, Unit 7/Tyrolean Condominiums, and setting forth details in regard
thereto.
Applicant Jorge Massa, represented by Michael Suman Architect Planner: Matt Gennett
ilffi
Attachment: D
o
The applications and information about the proposals are available for public inspection
during office hours at the Town of Vail Community Development Department, 75 South
Frontage Road. The public is invited to attend project orientation and the site visits that
precede the public hearing in the Town of Vail Community Development Department.
Please call 970-479-2138 for additional information.
Sign language interpretation is available upon request, with 24-hour notification. Please
call 970-479-2356, Telephone for the Hearing lmpaired, for information.
.l:.r" Published April22,2005, in the Vail Daily.
** * ****+ * t*+++ *********** ************* * + + **+ *** lr* ** *** * * * ****** *** * ****i * t ***+* ******,*** *,r**
TOWNOFVAIL, COLORADO Statement
***+*+ 'l*** ++'1.** ***,1* *** *** **** * *** *+******+*{.* *,t***** ***** *****+**++ + *'t+:t( *,t+* ******r** * * ** ***
Statement Nuiber: R050000235 Amormt: $500.00 03/L5/2O0SO7:48 AIvl
Palment Method: Check
COMMI]NITY HOMES
fnit: ,fS
Notation: #9116/PREMTER
Permit No:
Parcel No:
SLte Addrees:
Location:
This Payment:
PEC050021 T\t)e: PEC - Variance
21031431-0017
2935 BASTNGDA],E B].,VD VATL
$soo. oo
+*+ ***,r. ** *:* '! ** ** * * **** +**++ * 'i*,i* * rr'* *,!* * 'r ** * **** +* ** ***** * ** * ***i.** ****** ** **+* * +** ***+** ** * *
ACCOUNT ITEM LIST:
Account Code Descript ion Current. Pmt6
PV 00100003112500 PEC APPLICATION FEES s00.00
Total Fees:
TotaL ALL PmCs :
Balance r
$s00.00
$s00.00
F0.00
SCOLNICK RESIDENCE
LOT 19. BLOCK 6INTERMOUNTAIN SUBDIVISION
Lot 17
Block 8: Richard D. and Sharon Birchell
2945 Basingdale Blvd.
Vail, CO 81657
Lot 18
Block 8: Michael O'Meara
2952 Bellflower Drive
Vail, CO 81657
Lot 6
Block 8: Henry H. and Haruko Maruyama
Z925Basngdale Blvd.
Vail, CO 81657
Lot2l
Block 9: Karen Roof
2940 Basingdale Blvd.
Vail- CO 81657
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the
Town of Vail will hold a public hearing in accordance with section 12-3-6, Vail Town
Code, on April 1 1, 2005, at 2:00 pm in the Town of Vail Municipal Building, in
consideration of:
A request for a final review of variance from Section 12-6D-6, Setbacks, Vail Town
Code, pursuant to Chapter 12-17,Yariances, to allow for the construction of gross
residential floor area within the front setback, located at 2935 Basingdale Boulevard/Lot
19, Block 6, Vail Intermountain Subdivision, and setting forth details in regard thereto.
Applicant: Jay and Sheryl Scolnick Planner: Warren Campbell
A request for a final review of a variance from Title 14, Chapter 6, Grading Standards,
Vail Town Code, pursuant to chapter 12-17,Variances, to allow for the construction of a
six-foot tall retaining wall within the front setback, located at 1791 Alpine Drive/Lot 39 ,
Vail Village West Filing 't, and setting forth details in regard thereto.
Applicant: Mike and Dave Dantas
Planner: George Ruther
A request for an amendment to the Vail Land Use Plan, pursuant to Chapter Vlll,
lmplementation, Vail Land Use Plan, to amend the land use designation of the property
located at2211 North Frontage Road/Lots land 3 and portions of Trace C, Vail das
Schone Filing 1, and Lot 1, Vail das Schone Filing 3, and setting forth details in regard
thereto.
Applicant: Vanquish Vail I LLC Planner: Matt Gennett
A request for a final review of a conditional use permit, pursuant to Section 12-9C-3,
Conditional Uses, Vail Town Code, to allow for a public convention facility and public
parking facilities and structures, located at 395 East Lionshead Circle/Lot 1, Block 2, Vail
Lionshead Filing 1, and setting forth details in regard thereto.
Applicant Town of Vail
Planner: Bill Gibson
The applications and information about the proposals are available for public inspection
during office hours at the Town of Vail Community Development Department, 75 South
Frontage Road. The public is invited to attend project orientation and the site visits that
precede the public hearing in the Town of Vail Community Development Department.
Please call 97 O-47 9-21 38 for add itiona l i nformation.
Sign language interpretation is available upon request, with 24-hour notification. Please
call970-479-2356, Telephone for the Hearing lmpaired, for information.
Published March 25, 2005, in the Vail Daily.
Premier Community Homes, Ltd,
March I l, 2005
SCOLNICK RESIDENCE
LOT I9 BLOCK 6 INTERMOUNTAIN
FRONT YARD SETBACK VARIANCE
On behalf of myself, I am requesting a front yard setback variance to permit habitable
accommodation to be built within the setback . The steep gradient of the lot only permits the
garage to be built within the front yard setback. This variance requests the consffuction of the
habitable accommodation under the garage structure.
The relationship ofthe requested variance to other existing or potential uses and
sfiuctures in the vicinity.
The design of the proposed residence is compatible with other residences in this irnmediate
neighborhood. The hardship ofthese very steep and small area lots have been previously
recognized by granting this same variance to the residence consfiucted on the east and two
houses to the west of the applicants lot.
The degree to which relief from the strict or literal interpretation urd enforcernent of a
specified regulation is necessary to achieve compatibility and unifomity of treatment
among sites in the viciniry or to attain objectives of this title without grant of special
privilege.
As stated above I believe this variance achieves uniformity of treatment among sites in this
immediate area by granting the same variance as previously granted. The steepness of this lot
restricts the site coverage to 1506 of the lot area" This lot is so steep and small that without the
granting of this variance, an extreme hardship exists in the following manner:
building a garage without allowing habitable accommodation within the site
coverage occupied by the garage severely restricts the remaining site coverage, and
therefore considerable reduces the habitable area ofthe house. The habitable area
is so restricted that only 2/3 of the available GRFA can be used.
The site grades are so steep that placing the garage within the front yard setback
elevates the garage floor 27 feet above the existing grade at the rear ofthe garage.
This provides for a large exposed structure and void space under the garage, which
tr
tr
2442 South Downing Street, Suite 201 ' Denver, CO 80210 . 303.573.0067 . 303.573.0077 Fax
Premier Community Homes, Ltd,
would be better used and more aesthetic in appearance if enclosed to provide
habitable space.
D The steep grades and the 33 foot height restriction eliminate other options for
providing habitable accommodation beyond the 20 foot front yard setback.
I The effect of the variance on light and air, distribution of population, transpoftation,
traffic facilities, utilities, and public safely.
The granting ofthis variance does not adversely effect any ofthese issues. ln fact, granting the
variance helps the fire safety and egress for the house.
How the request complies with Vail's Comprehensive Plan.
The Vail Comprehensive Plan encourages the best use of building on a site in order to provide
aesthetic design solutions for projects. I believe that granting this variance provides an
opportunity for the design of a house on this site that is more pleasing aesthetically, more
compatible with the adjacent houses, and better economically in providing habitable
accommodation, than it would be without receiving the variance from the Town.
It should be noted that the applicant, with the assistance of John Railton, AIA, received (by a
vote of 5-0 ) approval from the Planning and Environmental Commission for the same vadance
application on July l3'h'1998. The application was submitted on June 9th, 1998.
In summary, the very nature of these rather small steep development sites coupled with the
existing l5% site coverage restriction, makes this lot impossible to provide sufficient habitable
accommodation that would be both economic and useable, unless relief is provided by the
granting ofa variance to the zoning code.
This submission is accompanied by a site plan, floor plans, and elevations for review with this
request.
Please feel free to contact me directly at (303) 573,0067 Xl03 or by e-mail at
j scol@pchomesltd. com.
Lot 17
Block 8:
Lot 18
Block 8:
Lot 6
Block 8:
l-ot2l
Block 9:
Premier Community Homes, Ltd.
SCOLNICK RESIDENCE
LOT 19. BLOCK 6INTERMOUNTAIN SUBDIVISION
Richard D. and Sharon Birchell
2945 Basingdale Blvd.
Vail. CO 81657
Michael O'Meara
2952 Bellflower Drive
Vail, CO 81657
Henry H. and Haruko Manryama
2925 Basingdale Blvd.
Vail. CO 81657
INTERSTATE
( Nor lN 1.o v. )
FLUSHE I I'I CONDOS
70
'G
Karen Roof
2940 Basingdale Blvd.
Vail. CO 81657
gftstil@Erq
2442 South Downing Street, Suite 201 Denver, CO 80210 . 303.573.0067 " 303.573.0077 Fax
March 24,2005
Joe Suther
Development Review Coordinator
Town of Vail
75 South Frontage Road
Vail, CO 81657
Re: 2935 Basinedale Blvd.. Vail
Dear Joe:
Enclosed please find an upto-date Title Committee for the lot at2935 Basingdale
Blvd. (Lot 19 Block 6 Vail Intermountain Development Subdivision). I wanted to
give you the most recent Title, in case any questions come up in your preliminary
meetings.
If there are any other items that come up, I'd appreciate the opportunity to address
those prior to any hearing date.
Yours very truly, ,24/l J*V Scolnick-
President md CEO
cl*pUayWailUoe Suther-3
2442 South Downing Street, Suite 201 ' Denver, CO 80210 . 303.573.0067 . 303.573.0077 Fax
4 TITLE
AMERICA
03/r 8/2005
T0020880
Vacant Land, VaiL Cb
Sheryl L.
----=!-
8480 East Orchard Road #4900
Greenwood Village, CO g0l I I
Phone: (303) 220-9955
Fax: (303) 290-9334
DATE:
FILE NO.:
PROP. ADDR.:
OWNER/BUYER:
DELIVERY TRANSMITTAL
Jay Scolnick / To Be Determined
iver to the Cu
The above is a list of clients to whom the attached materials have been delivered. Should you have any questions regarding hese mabrials, please l::)i."],.Tt!!:,n:-'!1: as agent for Frru t American Trtte Insurancc co^po,y ari; ub;;" ii""*rriurr. prease review rhe enclosed marsrjal careru y and take notice ofthe following items contained therein:
8480 East Orchard Road #4900
Greenwood Village, CO 80lll
Phone: (303) 220-9955
Fax: (303) 290-9334
ATTN: Faith Vincent/Lurnn Kirsch
NO.OFCOPIES: l
Method; scan to email TO: PremierCommunFEonres
2442 South Downing St., #21
Denver, CO 90210
Phone: (303) 573{067
Fax: (303) 573-0072
Email:
ATTN: Jay Scolnick
NO. OFCOPIES: r
' 03/I8/2005 3:17:32 cl ST .--.ig-
Filc No.: T0020880
STANDARD
COMMITMENT FOR TITLE INST]RANCE
ISSUED BY
Title America
AS AGENT F'OR
First American Title Insurance Company
INFORMATION
The Title Insurance comnitment is a legal contract between you and the company. It is issued to show the basis on which we will issue a Title lnsur. ance Policy to you. The Policy will insure you aiainst certaur risks to the land title,subject to the limitations shown in the policy.
The Company will give you a sample of the policy form, if you ask.
The Commitment is based on the land title as of the commitment Date, Any changes in the land title or the bansaction may affect the Commitment and the policy.
The Commitment is subject to its requirements, Exceptions and Conditions.
THIS INF'ORMATION IS NOT PART OF'THE TITLE INSURANCE
READ TIIE COMMITMENT VERY CARXtr'ULLY. IF' YOU HAVE COMMITMENT PLEASE COI\ilTACT THE ISSUING OFF'ICE.
COMMITMENT. YOU SHOI'LD
AIYY QUESTIONS ABOUT THE
AGREEMENT TO ISSUE POLICY
First American Title Insurance Company, referred to in this commitment as the Company, through its agent Tige America, referred to in this Agreement as the Agent, agees to issue a policy to you aicoiding to the tenis of this commitment' when we show the policy amount and your name as the proposed insuied in schedile a, this commitmenr becomes effective as of the Commitment Date shown in Schedule A.
If the Requirements shown in the Commitment have not been met within six months after the Commifinent date, our obligation under this Commitnent will end. Also our obligation under this Commilmgnl will end when the poficyislssuea
and then our obligation to you will be under the poliry.
Our obligation under this Commitrnent is limited by tlre following:
The Provisions in Schedule A. The Requirements in Schedule B_1.
The Exceptions in Schedule B-2. The Disclosures and Conditions contained in this
Commitnent,
This Commitment is not valid wittrout SCIIEDULE A and Sections I and 2 of SCIIEDULE B attached.
' 'Title America
8480 East Orchard Road #4900
Greenwood Village, CO 801 1 I
Phone; (303) 220-9955 Fax: (303\290-9334
--=".'-r-
COMMITMENT
SCHEDULE A
Commitment No: T0020gg0
l. Commitment Date: March g,2005 at g:00 a.m.
2. Policy or policies to be issued: policy Amount
(a) Standard Owners policy proposed Insured: $ TO COME
To Be Determined
(b) ShortFormLoanpolicy(not proposedlnsured: $ TOCOME bundled)
To Be Determined
NOTE: Premiums shown are minimum amounts due and are subject to change upon disclosure of final policy amounts.
(c) None proposed Insured: $
3' Fee simple interest in the land described in this commitment is owned, at the commitment Date bv:
Sheryl L. Scolnick and Jay Scolnick
4. The land referred to in this Commitment is described as follows:
See Exhibit A attached hereto and made a part hereof.
(for informational purposes only) Vacant Land, Vail, CO
PREMIUM:
Lenders C_overage $ 140.00 Owners Coverage $ 205.00
Tax Certificate 15.00
03118/2005 3:48:06 cl ST
,
03/18/2005 3:17:32 cl sr
O O FircNo.: T0020880
==I_
Exhibit A
:::l& 3}!"[ft,X#"t:tf$?#Hl Development si:bdivision, according to the recorded prat thereo{
. , .OrUrrOO, 3:17:32 cl ST _._--..\.9_
File No.: T0020880 Form No. I344_B I (CO_S8)
ALTA plain Language Commitment
' SCI{EDULE B _ Secrion I
Requirements
The following requirements must be met:
a' Pay the agreed amounts for the interest in the land andlor for the mortgage to be jnsured.
b. Pay us the premiums, fees and charges for the policy.
c' obtain a certificate oftaxes due from the county treasurer or the counfy beasurer,s authorized agent.d'
::"JffJili";f*Trflj:and Indemnitv" signed by the parties risted in paragraph 3, schedule A of this
NorE: The Policy(ies) to be issued under the above referenced commitment Number will have an Underwriter of First American Title Insuranc Company.
NOTE: IF TID SAIES pRrCE OF THE SUBJECT pRopERTy EXCEEDS $100,000.00 TI{E SELLER SHALL BE REQUIRED To coMPLY WITH TID nriirosunr oR wITHHoLDING pRovrsroNs OF C.R.S. SS_ZZ_AOq.S 6lrONnesrorNr wrrr+roipnrcl.
e' The following documents satisfactory to us must be sigred, delivered and recorded:
t
ff:iJilIriff"?J,kf'olnick and Jav Scolnick to Premier communiry Homes, Ltd. conveying
2' warranty Deed. sutri:ie1t to cowey the fee simple estate or interest in the land described or referred to herein, to the proposed Insured, Sctredute a, fte,m ia.
3' Deed of Trust sufficient to encumber the fee simple estate or interest in the land described or referred to herein for the benefit ofthe proposed Insured, schedure A, Item 2 b.
, ,03/182005 3:17:32 cl ST
Form No. 1344-82 (CO-88)
ALTA Ptain Language Commitment
_*-r9
File No.: T0020860
SCIIEDULEB-Section2
Exceptions
Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction:
I . Taxes and Assessments not certified to the Treasurer,s Office.
2' Any facts, rights, interests or claims which are not.shown by the public records but which could be ascertained by an inspection of the land or by making irq"iry, #p."-"iJrn porr"r.ion thereof.
3 . Easements, or claims of easements, not shown by public records.
4' Discrepancies, conflicts^in boundary lines, shortage in area, encroachments, and any facts which a corect survey and inspection ofthe land would disclose, and which *, not rho*, by the public records.5'
f,Y.lffiT'"-l:t "ri'ftffi';Tj:;:: t"oo'or material heretorore or hereafter turnished, imposed by
6' Any and all unpaid taxes, assessments and unredeemed tax sares.
7 ' The right of proprietor ofa vein or lode to extract or remove his ore should the same be found to penetrate or intersect the premises thereby gantod as reserved in United sd;;;; recorded April lg, 1934 in Book 123 at page 3; and any and all assignments thereof ori";;;;;;;
8' Right of way for ditches and canals construct:d b.y.t^" authority of the united states, as reserved in united states parent recorded Aprir rg, 1934 in Book r23 atpagei.
-- ""
9' covenants' conditions and restrictions, which do not include a forfeifure or reverter clause, set forth in the instrument recorded November 17, ig70 in Book.2.l9 ii t;;il- "Amendment
of said covenants,conditions and restrictions by an instrument recorded dprit zt, iil t-in noor< zzo at page 3 g0. provisions regarding race, color, creed, and national origin, if any,'are aeteteA.
- --- --'
l0' utility Easement Five Feet in width along all Interior Lot Lines as reseryed on the olat.
. ' , 03118/2OOS 3:17:32 ct ST
_--_F
File No.: T0020880
I. DEFIMTIONS , CONDITIONS
(1) "l4ortgage" means mortgage, deed oftrust or other security instrument.(b) "Public Records" means title records that give constructiue notic oimatters affecting the title according b state law where the land is located.(c) "Land" means the land or condominium unit described in Schedule A and any improvements on the land which are real property.
2. LATER DEFECTS
The Exceptions in Schedule B - section 2 may be amended lo show any defects, liens or eDcumbrances that appear for the fust time in public records or are created or attached betrveen the comrnitrnent Date and tha aur" o" *rti"rr ar ofthe Requirements of schedule B -Section I fie mel We shall have no liability to you because ofthis amendment. ,
3. EKSTING DEFECTS
If any defects, liens or encumbrances existing at commitment Date are not shown in schedule B, we may amend schedule B to show them' If we do amend schedule B to show theie &fects, liens or enc'nbrances, we shall be liabl" ; t;;;;";;j"g t"
-r#g.;h
a"6"r"*unless you knew of this information and did not tell us 6out it in writins.
4, LIMITATION OF OTIR LIABILITY
our only obligation is to issue to you the Policy referred to in this commirment, when you hav€ met its Requirements. If we havc any Iiability to you for any loss you incur because of an enor in this commitrn"n, ou. riul-irity *i:rl be limited to your actual Ioss caused by your relying on this Commitment when you acted in good faith to:. comply with the Requiranents shown in Schedule B - Section I or ' eliminate with our written consent ary Exceptions shown in Schdule B _ Section Z
we shall not be liable for more thar the Policy Amount shown in Schedule A of thjs commitnent and our liability is subject to the lerms ofthe Policy form to be isued to you.
5. CL{MS MUST BE BASED ON THIS COMMITMENT
Any claim, whether or not based on negligence, which you may have against us conceming the tiue to the land must bc based on this Commitnent and is subjed to its tenns.
DISCLOSURES
GAPPROTECTION
when this company conducts the closing and is responsible for recording or filing the legal documents resulting from the transaction,the company shall be responsible for all-maters which appear on the recoid ptior ti *"rt f,." oir.i.Jing o. nrirrg.
MECHAMC'S LIEN PROTECTION
Ifyou are a buyer cfa single family residence you may request mechanic's lien
"o*.ug. to b" irrred on pur policy of insurance.
If the prbperty being purchased has not been the zubject of construction, improvements or repair in the last six months prior to the date
ff*:il:tt-t**! the requirements will be payment of the appropriate premium ."d th; ;il;;; oi;n arnaauit *a rndemnity by
If tlre property being purcbascd was Pnstrude_d, improved or repaired witlrin_six mcnths prior to r]te dat, of this commitnen! the rcquiremanls may involve disclosure of certain financial infonnation, payment ofp."rrr;,"n", -a i"jonnif, a-ong others.
The general requircments slated above are subjectto tlre revision and appoval ofthe Ccmpany.
SPECIAL TAXING DISIRICT NOTICE
The subjeot laod may be located in a special taxing distict; a ccrtificare. ort*"r ou, ti"tiog each taxing jurisdiction shall be obtained from thc county teasurcr or the county reaslrer's-authorized agent; and nlormation regarding special districts and the boundaries of such disbicts mav be obtained tom the board ofsourty cormissionen, trc counry
"i"rt ita ,"iiiJil'ri" *un,y *r"rror,
PRIVACY PROMISE FOR CUSTOMERS
we will not reveal nonpublic personal information to any extemal non-affiliated organization unless.we have been authorized by the customer, or are rquired by law.
ThiscommiEnentforTitleInsurancem.,fficdevidenc€thatamineralestatehasbeen
severed, Ieased, or otherwise conveyed frorn the surface €state. If such reference is."d";th;; il;-;;;tiat likelihood that a rhird pafty holds some or all interest in oil, gas, other minerals or geothornal enerry in ttre i.pattrl. rrr" ..r"t"nced mineral estate may include the right to cnter and use the prdperty without tlre surfal estate owner's permission. you may be able to obiain title insurance coverage regarding any such rcferenced mineral estatc scverance and its affLa t.; t;; -";;*hip.
Ask your title company representative for assjstance with this issue.
a JE TITLE ffi AMERICA
Bank Name:
Bank Address:
Account Name: Title America
Account No.:2400187
ABA No.: 107006981
Esuow File No.: T0020880
Name: To Be Determined
Please direct all inquiries regarding these wiring instructions to:
Title America
Faith Vincent
8480 East Orchard Road #4900
Greenwood Village, CO 80lll
Phone No.: (303) 220-9955
Fax No.: (303) 290-9334
------
IMPA C T
Wiring Instructions
Centennial Bank
13700 East Arapahoe Road
Englewood, CO 80112
SOIL AND FOUNDATION INVESTIGATION
FOR
PROPOSED RESIDENCE
LOT 19, BLOCK 6, VAIL-INTERMOUNTAIN SUBDIVISION
(2935 BASINGDALE BOULEVARD, VAIL)
EAGLE COUNTY. COLORADO
PROJECT NO. 979I
DECEMBER 2,1997
PRf,PARED FOR:
MR JAY SCOLNICK
I38O 17TH STREET
DENVER CO 80202
$,_$i'%
',**.*'1,1..'.a.'S
P.O, Box 14j2. Aron. Colorado 81620 .(9r0) 837-9088 Tel . (970) 8?7,9089 Fax
TABLE OF CONTENTS
DGCUTIVE SUMMARY
SCOPE OF STUDY
SITEDESCRIPTION
PROPOSED CONSTRUCTION
FIELD I}IVESTIGATION
SI.'BSTIRFACE SOIL AND GROI,JNDWATER CONDITIONS
FOTJNDATTON REC OMMENDATIONS
CONSTRUCTION PRECAUTIONS
SLAB CONSTRUCTION
RETAINING WALLS
TINDERDRAIN SYSTEM
SITE GRADING AND DRAINACE
I-A,WN IRRIGATION
LIMTATION
FIGURXS
LOCATION SKETCH
SUBSURFACE HCLORATION LOGS
GRAIN.SIZE DISTRtsUTION
PERIMETERDRAIN
2
2
.)
J
4
i
5
5
5
5
6
6
DRAWINGNO. 1
FIGURENO's I &2
FIGURENO's3&4
FIGURENO,5
LKP Engineering, lnc.
EXECUTTVE SUMMARY
The proposed residence should be supported with
strait shaft piers, with a minimum diameter of 18
inches, designed for an end bearing pressure of
10,000 psf, and a skin friction of 1000 psf. The piers
should bear on solid bedrock and be socketed into
the rock for a minimum of twice the pier diameter.
See foundation recommendations.
SCOPE OF STUDY
This report presents the results ofa subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lot 19, Block 6, Vail-Intermountain, Eagle County,
Colorado. The purpose of the subsurface soil and foundation investigation was to determine the
engineering characteristics ofthe foundation soil and to provide recommendations for the
foundation design, grading, and drainage. Geologic hazards are addressed in a report prepared by
E.O. Church Engineering, Geological Consultants, in a separate letter.
SITE DESCRIPTION
Lot l9 is a 0. I 957-acres lot at 293 5 Basingdale Boulevard, opposite from the intersection
with Snowberry Drive, in West Vail, Eagle County, Colorado. The lot is on a north facing, steep hill,
on the north side of Basingdale Boulevard. The topography of the building site is steep. Along the
edge of the road is a boulder retaining wall. From the bottom of the wall, down to the beginning of
the building envelope, the first 30 feet, the slope is 70 percent. From there to the back ofthe lot, it is
about 45. Drainage is to the north. The vegetation consisted ofaspen and evergreen trees. To the
east and west ofthe lot are existinq houses.
LKP Engineering, Inc.
PROPOSED CONSTRUCTION
Based on our conversation, it is understood that the proposed residence will consist of a
single to a two-story wood frame, modular home. The residence will be supported with piers. A
bridge will connect the building to the road. A garage will be constructed on the uppermost level of
the building, which is at a road grade. Retaining wall is planned for the support of the bridge at the
roadside. Loads are anticipated to be light, typical of residential construction.
Ifthe actual plans differ significantly from the above understanding, we should be notified to
reevaluate the recommendations of this renort.
FIELD INVESTIGATION
The field investigation conducted on November 79, 1997, consisted of drilling, logging and
sampling two test borings. The test boring locations are shown on Figure No. 1. The drilling of the
test borings was done with a portable drill rig mounted on all terrain, four-wheeler. Due to the
steepness of the lot, access for drilling was v€ry difficult. Two temporary platforms with access
ramps were built for this purpose. During drilling, the rig was held in place by cables attached to two
vehicles on the road above.
Soil samples for laboratory soil analysis and observation were taken at selected intervals.
Samples were extracted by advancing, hydraulically, "California' and a Standard Split Spoon
Samplers. The drill rig was not equipped with a standard equipment for Standard Penetration
Resistance. Summary of the soil profiles, and depths at which soil samples were taken are shown on
the Subsurface Exploration Logs, Figure No's one and two.
SI]BSURFACE SOIL AND GROIINDWATER CONDITION
As shown on the Subsurface Soil Exploration Logs, Figure No's one and two, the soil
encountered was fairly uniform. Boring No. I had 6 inches of topsoil over8.5 feet of light brown,
clayey, gravelly sand. From 9 to 15 feet was reddish-brown" clayey-gravelly sand. From 15 to 18 feet
LKP Engineering, Inc.
was weathered bedrock, with refusal at 18 feet on firm bedrock. Boring No. 2 also had 6 inches of
topsoil, over 8 feet of brown, clayey-gravelly sand. At 8.5 feet refusal was encountered on the firm
bedrock. Near Boring No. 2, about 4 feet to the northeast, one additional boring was drilled. tn this
boring refusal was encountered at 8 feet. Ground water was not encountered in any of the borings.
Soil samples taken from the test borings were tested for natural moisture content, plastic limit, liquid
limit, and grain size distribution. The test results are shown on Figure No's three and four.
The geologic hazards were analyzed by E.O. Church Engineering, Geologic Consultants and
submitted in a separate letter.
FOUNDATION RECOMMENDATIONS
The proposed residence should be supported with strait shaft piers imbedded into solid
bedrock. A minimum pier diameter of l8 inches is recommended. The piers should be designed for
an end bearing pressure of 10,000 psf and a skin friction of 1000 psf and be socketed into the rock
for a minimum of twice the pier diameter. According to the soil logs of the test borings, the depth to
solid bedrock varied from 8 to 18 feet.
Pier drilling should be observed on full time basis, to veriS the soil conditions. Each pier hole
should be inspected before concrete placement. The bottom ofeach hole must be cleaned from loose
soil and water.
CONSTRUCTION PRECAUTIONS
An access road and a level area for the pier drilling equipment will be necessary on this site.
To prevent accidents, with the steepness of the site and the existing residences on the downhill side
ofthe proposed building site, every step should be planned ahead. Fence barriers, to catch soil or
rocks rolling down the hillside, should be constructed in place before excavation for the access road
begins. A fill cannot be placed directly on steep slopes. The site should be benched first. All
foundation work, and site preparation, should be done in a dry season.
LKP Engineering, Inc.
SLAB CONSTRUCTION
Based on our understanding of the proposed construction, this building will not have a slab-
on-srade.
RETAINING WALLS
The retaining wall for the bridge support, should be supported with piers. Foundation walls
retaining earth and retaining structures that are laterally supported should be designed to resist an
equivalent fluid density of 70 pcf for an "at-rest" condition. Laterally unrestrained structures
retaining the on-site earth should be designed to resist an equivalent fluid density of50 pcf for the
"active" case.
The above design recommendations assume drained backfill conditions and a horizontal
backfrll surface. Surcharge loading due to lateral pressure of the swelling soil, adjacent structures,
weight of temporary stored construction materials and equipment, inclined backfill, and hydrostatic
pressure due to undrained backfill should be incorporated in the design. Every attempt should be
made to prevent the buildup of hydrostatic pressure behind the retaining wall.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil, installation of a
foundation perimeter drain is recommended. Also, without suitable drainage, a perched ground
water condition can develop in a bedrock foundation soil. A foundation perimeter drain as detailed
on Figure No. 5 is recommended to reduce the risk of surface water entering the pier shaft.
SITE GRADING AND DRAINAGE
A grading plan was not available for review at this time. The following recommendations are
general in nature. The site surrounding the building structure should slope away from the building in
all directions. A minimum of l2 inches in the first l0 feet is recommended in unoaved areas. and
LKP Engineering, Inc.
three inches in the first l0 feet in paved areas. The top ofthe granular foundation backfill should be
covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface
water infi.ltrating the foundation subsoils. Surface water naturally draining toward the proposed
building site should be diverted around and away from it by means of drainage swales or other
approved methods. The roofdrains and downspouts should extend and discharge beyond the limits
of the backfill.
LAWN IRRTGATION
Sprinkler system is not recommended for this site. Erosion control and revegetation should
be carried out to protect the stability ofthe steep slope.
LIMITATION
This report has been prepared according to locally accepted professional Geotechnical
engineering standards for similar methods of testing and soil conditions at this time. There is no
other warranty either expressed or implied.
The findings and recommendations of this repo( are based on field exploratioq laboratory
testing of samples obtained at the specific locations shown on the Location Sketch Figure No. 1 and
on assumptions stated in the report. Soil conditions at other locations may vary which may not
become evident until the foundation excavation is completed. If soil or water conditions seem
different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
LKP Engineering, Inc.
This report has been prepared for the exclusive use of Mr. Jay Scolnich for the specific
application to the proposed residence on Lot 19, Block 6, Vail-Intermountairl Eagle County,
Colorado.
LKP Engineering, Inc.
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CIVIL/GEOTECHNICAL
Engineering, Inc.
P.0. gox 1452 Avon, CO 81620
tet (970) E27-9088 ror (970) 827-9089
LOCATION SKETCH PFOJTC| NO
v/vl
LOT 19, BLOCK 6, VAIL-INTERMAUNTAIN
(29J5 BASINGDALE EOULEVARD)
EAGLE COUNTY COLORAOO
PREPARED FOR:
T[R. JAY SCOLNICK
SCALT:= zu
oAtE
| 2-04-97
DRAMNG NO.:
1
l^ BoRrNGNo. I O DATEDRrLLEDNovembefl9, t997
ELEVATION:
DEPTI{BLOWS
PER FT.
s
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M
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DESCRIPNON OF MATERI.AL
AND SAMPLELOCATION
LABORATORY
TEST RESULTS
REIvIARKS
I'anso i
-5
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t
Light brovn clayey
fravelty sand MC= 15 . 0%
-2OO=4O.2%
'!4C--LO.2%
-2OO=36.5%
-10 Reddish brown clayey gravelly sand
Weathered Bedrock
-t)
-JU
-35
Retusal_ on snale tseclrocK NO gf rouno nater
encountered
LEGEND:
tr 2-inch O.D. Califomia lincr Sarnplc (rcladvcly undisubcd samPlc)
I t-3/E-inch I.D. Splil Spoon Sasple (disturbcd sample)
24112 Drive sanrplc blow count Iridicates $at 24 blorrE ofa 140-pound hammcr falling 30 inchcs werc
requircd to &ivc rhc Califomia or thc Split Spoon Samplr I 2 indres
DD - Natural Dry Density (pcf)
MC - Natural Moisturc Corncd (%)
-200 . Percent passing No. 200 sicvc
LL - Liquid Limit
PI - Pl.sticity Index
Ltr(P ENGINEERING.INC STIBSIIRF'ACE EXPI,ORATTON LOG
PRoJEcTNo. 9791
FIGURENO. 1'
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DATE DRrLLEDNovenbe r- 1 9,
ELEVATION:
L997
BORTNGNo. 2 a
DEPTTI BLOWS
PER FT.
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DESCRIPNON OF MATERIAL
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LASORATORY
TESTRESULTS
REMARKS
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-30
-_ 35
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ncountered
LEGEND:
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I l-3/8-inch I.D. Splil Spoon samplc (distu6€d ssnPlc)
Z4ll2 Drirc samplc blow count Indicatcs that 24 blo$r ofa 140-pound harnrmr falling 30 inchcs u'crc
rcquired to drive thc Califomia or rhc Split Spoon Sarnpl* I 2 inchcs
DD - Natunl Dry Dcrsity (pco
MC - Natural Moistur Conlcnt (%)
-200 - Pfccnt passing No. 200 sicvc
LL - Liquid Limit
PI - Plasicity hdrx
I,I{P ENGINN,NRTNG INC SUB SIIRFACE EXPLORATION LO G
PROJECTNO. 9791
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Engineering, Inc.
P 0 Bor 1452 Avon, C0 81620
lel (970) 427-9043 for (970) 827-9089
PIER DRAIN
PFO,|SCT NA.:
^ _^ "y/y/
LOT 19. SLOCK 6. VAIL -IN |'FMOUN TAIN
(2935 EastN6DALE SOt.tLtvaRD)
EA6LE COUNTY, COLORADO
PFEPARED FOR:
MR. JAY SCOLNICK
scAL€: NTS
DAtt /2-04-g7
NCURE NA..J
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E.o. oHURI
ENGINEERS &
tNc.
GEOLOGISTS
December 22, ]-997
Jay Scolnick
1380 17th Street
Denver, co Bo2o2
Subject: Geological Engineering Hazards Eval-uation
29335 Basingdale Boulevard, Vail Lot l-9, Block 6, Vail-Intermountain Subdivision
Eagle County, Colorado
Job No. 8899
Dear Mr. Scolnick,
As requested, we visited the subject lot on October 10,1-997 to assess geological hazards relative to residential construction and reviewed the LKP Engineering, Inc. Soit and Foundation Investigation for the site dated December 2, L997. The purpose of this letter is to present our evaluation of geologicaL hazards at the site.
The site i,s located on a north facing slope below Basinqdale Boulevard at the intersection of Snowberry Drive. ft lot is approxinately 105 feet deep and 95 feet wide along Basingdale Boulevard. The slope is a steep slope of 7OZ for the first 30 feet north of Basingdale BouLe-vard and then a 50? slope for the remainder of the property to the north. It appears the steeper slope is partially road right-of-way
and hras constructed as a part of construction of Basingdale Boulevard.There are existing residences to the east and west below the road.Vegetation on the site consists of scattered, mature aspen, spruce,
and pine trees. There is a good cover of native grasses.
A residence is proposed in the southern portions of the site. Automo-bile access to a garage at road elevation will be via a bridge. hle understand little or no grading is proposed for the development. A modular home is to be placed on a foundation.
A geologic reference for the area is the Engineering and ceoloqic
Hazards Map Series of Eagle Countv, Robinson, 1975. The rnaps indicate the site is located along a colluvial slope, Qc, belohr the base of a large debris slide, Qds3. The Environrnental and Engineering Geologic
Map for Land Use indicates the nap is in Unit 48, Stable colluvium and bedrock on moderate to steep slopes.
Materials encountered in the soil and foundation investigation borings consisted of light brown to reddish brown clayey, gravelly sand to depths of I to L5 feet underlain by weathered bedrock or bedrock. No
ground water was encountered in the borings.
Based on our site visit, the published geology maps, and the drilling results/ we interpret the subsurface naterials to consist of colluvial
deposits underlain by shale and sandstone bedrock. When the elevation of the bedrock is evaluated, there is a slope to the north of the
bedrock surface, which would be expected. There was no indication at
925 East .l7th Avenue
(303) 832-s6e2
Denvcr, Colorado 8021 B-1 407
FAX (303) 832-3sr 7
PO. Rox 2tt69 . Ever0reen, (lolora(lo u0437-28ti9
(:t03) 674-0rjfio t:AX {303) 674-0111:l
the tine of our site visit of unstabl-e slopes at the lot such as cracks along Basingdale Boulevard in the pavement of ttpistol-buttedtr
trees.
The results of our site visit did not identify any geologic hazards
which would prevent the proposed development. The slope appears to be stable under present conditions.
It i-s critical that the proposed development not change the presently stable slope by earthwork or: drainage changes. Cuts into the slope
and fills on the slope should be avoided, as both types of grading
could destabilize the slope. Most inportant is control of surface and
subsurface drainage, because increased subsurface moisture usually is the element which causes slope failures. Runoff fron Basingdale
Boulevard should not be all"owed to flow onto the site. Runoff from the structures should be carried well away frorn foundations. If the
runoff is concentrated, it must be directed to locatj-ons where it will not cause erosion or darnage to the property adjacent on the downhill
side.
We understand pier foundations drilled into bedrock will support the structures, and a crawl space has been recommended under the house.
For these conditions, building loads will not be imposed on the sur-
face of slope and will not affect slope stability. A1so, no structur-
al- elements witl rest directly on the ground surface, and any soil
creep which may occur would not have an effect on the structure.
In conclusion, we believe there are no geologic conditions which will prevent developnent for a single-family resi.dence as proposed. We
recommend final site plans be reviewed by a geotechnical engineer prior to construction, and the foundation construction should be
observed by the engineer to check for unanticipated conditions. If
cuts or fills were made on the slope, or if structural loads were
added to the slope, we would recornrnend a complete slope stability
analysis be perforrned. This would require additional drilling and
more comprehensive soil testing. We would be pleased to provide
additional consultation in this regard if needed.
If there are any questions, please call.
E.O. CHURCH, rNC.
'')
Ed\dard o. Churc
Geological Engi
3 copies sent
xc: LKP Engineering, fnc.ATTN,: Luiza Petrovska
P.O- Box 1452
Avon, CO 81620
/).
//-_-/ /
O"r" rrrlE GUARANTEE coMPAO
CUSTOMER DISTRTBUTION
October 08, L997 Our Order No.: V25gT74-2
Propercy Address:
LOT 19, BLK 6, VAIL INTERMOUNTAIN
,/ MY}-,,ES PROPERTY LEASEHOLDS, LTD DOUGLAS & KATHLEEN TALBOT
1380 17TH ST.
DEIWER, CO 80202
BOX 6573 vAlL, CO 81558
Copies: 1
_vArL,, PROPERTY SALES &
MANAGEMENT, INC.
P.O. BOX 1218
AVON, CO 8L620
Attn: LfSA AGETT
3VJ >26-aZ)Z
Copies: 1
ATIN: JAY B. SCOI.,NICK, PRES . ALTN:
r.$rL JUJ ) /J-byIb
Copies: 1 Copies: L via US Postal Service
_cLosER PRUDENTIAL GORE RANGE PROPERTIES AE,t.n: MIKE MOSS
(DELTVER TN VATL RU"NS)
511 LIONSHEAD MALL
VAIL, CO 81657 Attn: BOB FINLAY
303 476-2482
Copies: 1
BROWN, HARMON & ECKSTETN
ONE NORWEST TOWER
r-700 LINCOLN ST., #3000
DENVER, CO 80203 At,TN: JIM BROWN
Copies: 1
.t
YOUR LAITD TITLE GUAR.A.NTEE COMPANY CONTACTS
october 08, L997 Our Order No.: V258774-2
Buyer/Borrower:
MYLES PROPERTY LEASEHOLDS, LTD., A COLORADO
CORPORATION
Se11er/Owner:
DOUGLAS E. TALBOT and I(ATHLEEN S. TALBOT
Property Address:
LOT 19, BLK 6, VAIL ]NTERMOUNTAIN
If you have any inquiries or require furt.her assist,ance, please
cont.act. one of the numbers listed below:
For Closing Assistance: For Tit.le AssisLance:
MIKE MOSS JILL WELLS
108 S. FRONTAGE RD W. 108 S. FRONTAGE RD W.vArL, co 81658 vArL, co 81558 Phone: 970 476-225L phone: 970 476-225:-Fax: 970 476-4534 Fax: 970 476-4534
THANK YOU FOR YOUR ORDER!
CHICAGO TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE
CHICAGO TITLE INSURANCE COMPANY, a corporation of Missouri, herein called the Cornpany, for
a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identiflecl in
Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or
interest covered hereby in the land described or referred to in Schedule A, upon payment ofthe prerniums and
charges therefor; all subject to the provisions of Schedule A and B and to the Cond.itions and Stipulations hereof.
This Commitment shall be effective only when the identity of the proposed Insured and the amount of
the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the
time of the issuance of this Commitment or by subsequent endorsement.
This Comrnitment is preliminary to the issuance of such policy or policies of title insurance and all liability
and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy
or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or
policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by
an authorized officer or apent.
IN WITNESS WHEREOF, the Company has caused this Commitrnent to bE signed and sealed, to become
valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By-Laws.
This Commitment is effective as of the date shown in Schedule A as "Effective Date."
ISSUED BY:
LAND TITLE GUARANTEE COMPANY
108 S. Frontage Rd. W., Suite 203
P.O. Box 357
Vail, Colorado 81658
(970) 476-2251 FAX (e70) 476-4534
CHICAGO TITLE ]NSURANCE COMPANY h //---)l/_4ft^*
,/ President
By:
{A-"""- L LLr, ^,U secretary
Authorized Officer or Agent
F.2880 CTIRB: 5-1.75
.to"o rrrlE rNsuRANcE "o*nol
ALTA COMM
SCHEDULE
)
ITMEN
Our Order # v258774-2
For Information Only
LOT ].9, BLK 5, VAIL
490.00
INTERMOUNTAIN
- Charges -
Owner Polic
1 . Ef f ect.ive Dat,e: Septernlcer 09,
2. Policy Eo be issued, and proposed
"ALTAU Owner's Policv 10-L7-92
The land referred
foLlows:
Lot 19, Block 5,
ACCORDING TO THE
OF COLORADO.
Report
510.00
*** THIS IS NOT AN INVOICE, BUT AN ESTIMATE OF FEES. WHEN REFERRING
TO TH]S.ORDER, PLEASE REFERENCE OUR ORDER NO. V258774-2
MAKE CHECKS PAYABLE TO LAND TITLE GUARANTEE COMPAIIY' ***
3.
5.
$49, 500 . 0o
Proposed Insured:
MYLES PROPERTY LEASEHOLDS, LTD., A COLORADO CORPORATION
The est,at,e or interest in the land described or Lhis Commitment and covered herein is:
A Fee Simple
Title to the esLate or interest cowered herein effective daEe hereof wested in:
DOUGLAS E. TALBOT and I(ATHLEEN S. TALBOT
referred to in
is at the
]-997 aE 5:00 P.M,
fnsured:
Eo in t.his Commitment is described as
VAIL INIERMOUNTAIN DEVELOPMENT SUBDIVISION,
RECORDED PLAT THEREOF, COTJNTY OF EAGLE, STATE
PAGE
Or"o"o rrr,,E rNsuRANcE .o*l*
ALTA COMMITMENT
SCHEDULE B-SECTIONl
{Pcr-nri ramcnFq\ 6rrr Ardar #r_ \./!rJs* n v2597 7 4 -2
The following are the requiremenLs to be complied wiLh:
Item (a) Payment to or for the account of t.he orenfnrs rrr
mortsasors or the fulr consid;r;;;;;--ior-c["-"J;;;";; iir.r"".to be insured.
Item (b) Proper instrument. (s) creating the estat,e or interest to be j-nsured must be executed and duly filed for record, to-wtt:
IEem (c) Payment of all taxes, charges or assessments levied and assessed against t.he subject premises which are due and payable.
Item (d) Additional reguirements, if any disclosed below:
1. EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND
PROVISIONS OF THE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATTSFIED.
2. DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY FOR MYLES PROPERTY
LEASEHOLDS, LTD., A COLORADO CORPORATION PIIRSUANT TO PROVISIONS OF SECTION 38-30-172 C.R. S.
3. WARRANTY DEED FROM DOUGLAS E. TALBOT and I(ATHLEEN S. TALBOT TO MYLES
PROPERTY LEASEHOLDS, LTD., A COLORADO CORPORATION CONVEYING SUBJECT
PROPERTY.
NOTE: ITEMS 1-3 OF THE GENERAL EXCEPTTONS ARE HEREBY DELETED.
UPON THE APPROVAL OF THE COMPANY AND THE RECEIPT OF A NOTARIZED FINAL LIEN AFFrpAVrr, rrEM NO. 4 Or rEs exceprroNs wTI!-eE AMENpEp aS-mlmS:
ITEM NO. 4 OF THE qENERAL EXCEPTIONS IS DELETED AS TO ANY LIENS OR FUTURE
gIENq-_gEsglIINq E g qB uar4ra!-pumsnsp ar rHg REOUEST oF pou
LJ4!E9I and $ATHLEEN S. rArrBoT. CHIC.AGO rrTLE rusUnallee coupallv !I4!!HAVE NO LIABILITY FOR ANY LrENS ARISING PROM WORK On laarnnral, runlrrsr{ED ar
THE REQUEST oF MYI-,,ES PROPERTY LEASEHOLDS, LTD., e col-,onaoo conponetroN.
NOTE: ITEM 5 OF THE STANDARD EXCEPTIONS WILL BE DELETED IF LAND TITLE necoRps rHE oocweNTs-REOT-rRED uNpER scHepui,E E=l-:_-
NOTE: UPON PROOF OF PAYMET'i"T OF ALL TAXES, ITEM 5 WILL BE AMENDED TO READ:
TAXES AND ASSESSMENTS FOR THE YEAR ].997 AND SIJBSEQUE}i:I YEARS.
JTEM Z UNDER SCHEDUI,E B-2 WILL BE DELETED UPON PROOF THAT THE WATER AND
SEWER CHARGES ARE PAID UP TO DATE-
r+4,\rIl Z
ALTA
SCHEDULE
Cr*"o rrrr.,,E rNsuRANcE "o.,,1o
COMMTTMENT
rt - Jrr\- I I\JL\ I
(Requirements)our order # \1258'774-2
NOTE: EFFECTIVE SEPTEMBER 1, 1-997, CRS 30-10-406 REQUIRES
TIiAT ALL DOCI]ME}ilTS RECEIVED FOR RECORDING OR FTLTNG IN THE
CLERK AND RECORDER'S OFFTCE SHALL CONTATN A TOP MARGIN OF AT
LEAST ONE INCH A.IVD A LEFT, RIGHT AND BOTTOM MARGIN OF AT
LEAST ONE-HALF OF AN INCH. THE CLERK AND RECORDER MAY
REFUSE TO RECORD OR FILE ANY DOCUMENT THAT DOES NOT CONFORM,
EXCEPT THAT, THE REQUIREMENT FOR THE TOP MARGTN SHALL NOT
APPLY TO DOCUME}i:IS USING. FORMS ON WHICH SPACE IS PROVIDED
FOR RECORDING OR FILING INFORMATION AT THE TOP MARGIN OF THE
DOCUMENT,
NOTE: EFFECTIVE JANUARY l-, 1993, CORPORATIONS THAT DO NOT
MATNTAIN A PERMANENT PLACE OF BUSINESS ]N COLORADO, AND
NONRESIDENT ]NDTVTDUALS, ESTATES AND TRUSTS WTLL BE SUBJECT
TO A COLORADO WITHHOLDING TAX FROM THE SALES OF COLORADO
REAL ESTATE rN EXCESS OF $100,000.00. THE WTTHHOLDTNG TAX
WILL BE THE SMALLER OF TWO PERCENT OF THE SALES PRICE OR THE
NET PROCEEDS FROM THE SALES OF THE REAL ESTATE.
THE TAX WTIJL BE WITHHELD BY THE TITLE INSURANCE COMPANY OR ITS AGENT AND SUBMITTED TO THE DEPARTMENT OF REVE}TIJE, WHERE rT WILL BE CREDTTED TO THE SELI,ER'S TNCOME TAX ACCOUNT AS AN
ESTIMATED TAX PAYMENT. THE SELLER CAN CLAIM CREDIT FOR THB
ESTIMATED PAYME}IT AGATNST THE TNCOME TAX LIABII-,ITY 9{HEN HE
OR SHE FILES A CO],ORADO RETURN FOR TEE YEAR OF THE SALE.
PAGE
O*"o rrrlE TNS'RAN.E .orn
ALTA COMMITMENT
SCHEDULE B-SECTION2
(Except j-ons)Our Order # V2587?4-2
The policy or policies to be issued will contain exceptions to Ehe following maEters unless the same are disposed of to the satisfacE.ion of the Companv:
l-. Rights or claims of parLies j-n possession not shown by t.he public recorcis .
2. Easement,s, or claims of easements, not shown by the public records.
? ni qnrortrnr-i oc nnnf I inr-e' .in h^rr-zl-er' lin^d -1-,r , cUIIIJ-t L:LS l-n DOLrJ'ru.cr.J- J -Lrrr.sD, Drroftage in afea,encroachment.s, and any fact.s which a correct. survey inspection of Lhe premises wouJd disclose and which are not. shown by the public records.
4. Any lien, or right Lo a lien, for services, labor or material_heretofore or hereafter furnished, imposed by law and not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matters,if any, creat.ed, first appearing in the public records or attaching subsequent to the effect.ive date hereof but prior to t,he dat.e the proposed insured acquires of record for value the escate or'inEerest. or mortgage thereon covered by this
Commitment.
7.
6.Taxes or special assessments which are noE shown as exj-slinq liens by the public records.
Liens f or trnna i ri watef and sewer gharcras i f :n.rr , LL elLy .
In addit.ion, the owner's policy will be subject Eo Ehe mort.gage, if any, not.ed under item one of Section 1 of Schedule B hereof.
9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN I]NITED STATES PATENT RECORDED ApTil 18, 1934, IN BooK ].23 AT
PAGE 3.
10. RIGH" OF WAY FOR DITCI{ES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN IINITED STATES PATENT RECORDED April 18, :-934,IN BOOK ]-23 AT PAGE 3.
PAGE
0.o"o rrrlE TNsuRANcE .ort
ALTA COMMITMENT
SCHEDULE B-SECTION2
(Exceptions )Our Order # V258774-2
11 . RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COI,OR, RELIGION,
OR NATIONAL ORIGIN, AS CONTAINED IN INSTRLIMENT RECORDED Novernber 17, 1-970,IN BOOK 2L9 AT PAGE 120 AND AS AMENDED IN INSTRTIMENT RECORDED April 28,t97!, IN BOOK 220 AT PAGE 380.
(14. ufILrTY EASEMENT AS GRANTED TO HOLY CROSS ELECTRTC ASSOCIATrON, INC.,
\,/ INC. IN INSTRUIVIENT RECORDED Novernlcer 22, L97)-, IN BOOK 222 AT PAGE 345.
13. UTILITY EASBMENT F]VE FEET IN WIDTH ALONG ALL INTERIOR LOT LINES .AS
RESERVED ON THE PLAT RECORDED OCTOBER 1, 197B IN BOOK 218 AT PAGE 799.
PAGE
I-,AND tO""GUARANTEEO COMPANY
)
DISCLOSIJRE STATEMENT
Required by Senate Bill 9L-14
A) The subject real propert,y may be located in a speciaf taxing district -
B) A Cert.ificaEe of Taxes Due listing each taxing jurisdicLion
may be obtained from the County Treasurer or the County Treasurer's autrhorized aqenL.
:
C) The information regarding special districts and the boundaries of such districts may be obLained from the Board of Count,y
Commissioners, E.he Count.y C1erk and Recorder, or the County
Assessor.
Required by Senate Bill 92-143
A) A Cert.ificaEe of Taxes Due listing each taxi-ng jurisdiction
sha1l be obEained from Ehe County Treasurer or the County
Treasurer' s authori-zed aqent .
Qftrign Revi.* $dBn Form
TOWN OFVAIL
Proiect Name : Scolnick Residence
Project Description:New single family residence
Owner, Address and Phone: Jay & Sheryl Scolnick l4l S. Clermont Street, Denver, CO 80246
Architect/Contact, Address and Phone: John Railton
PO Box 430, Avon, CO 8f620
949-s595
Project Street Address: 2935 Basingdale Blvd.
l.egal Description:Lot 19, Block 6, Intermountain
PEC variance for GRIA in the front setback granted 7113198.
The PFC_variance approval is valid for two yean (until 7/l3l2OOOl. This approval
9xt-gt1{s the DRB approval to this same date - This approval will become vriiit it a
building permit is n-ot obtained and construction nof iommenced or diligently pursued
tow-ard.completion by 7 /1312000. No changes or revisions are approved in conjunction
with this extension.
Parcel Number:
Comments:
2103-143-10-017 Building Name: nla
Motion by:
Seconded by:
Vote: 5-0
Conditions:
Clark Brittain
Bill Pierce
Town Planner: Brent Wilson
Date: 2/t9199
Board / Staff Action
Action: Approved
DRB Fee Pre-Paid: $200.00
\
#rr*n Review a.tt Form
TOWN OF VAIL
Proicct Name: Scolnick Residence
Project Dcscription:New single family rcsidencc
Owner', Addless and Phonc: Jay & Sheryl Scolnick l4l S. Clermont Street, Denver, CO 80246
Architect/Contact. Addrcss and Phone; John Railton
PO Box 430, Avon, CO 81620
949-5595
hnject Strect Addrcss: 2935 Basingdale Blvd.
Lcgal Descliption: Lot 19, Block 6, Intermountain
Parccl Number: 2103-143-10-017 Building Name: nla
Clommcnts: PEC variance for GRI-A in the front setback granted 7ll3l98
Town Planner: Christie Barton
Datc: 7ll5l98
Board / Staff Action
Action: Approved Motion by:
Secondcd by:
Votc. 5-0
Conditions:
Clark Brittain
Bill Pierce
none
Fr\LVERYONE\DRII\A( ;llNDAS\q8\SC( )LNICK.7 I 5
DRB Fee Prc-Paid: $200.00
July 15, 1998
Jay Scolnick
141 S. Clermont Street
Denver. CO 80246
Dear Jay.
o
o'5t'l93,tt'o
/i II \l \
n
Re: Scolnick Residence, 2935 Easingdale Road, Intermountain'
yesterday, 7 114, I met wirh Arnold from webb crane to inspect the site and road
conditions on Basingdale Blvd.
Arnold reoorted that the road would suppon the 150 ton crane which would be
used. This crane in length measures approximately 40' and in width with the
outriggers extended measures 24', Arnold indicated that there is enough room on
that seqtion of the road tO allow the car access width required by the Town of Vail
which is 'l 4' minimum'
This crane is to be used to lower the trackhoe onto the site so that platforms can
be levelled for the caisson drilling rig to work from. At this time the sewer line will
be dug from the NE corner of the site. The crane then has to lower onto the site
the caisson drilling rig.
Webb Crane have worked in the Town of Vail and understand their requirements.
Attached is a copy of the costs involved in the use of the crane.
Yours sincerely,
'.1'.', ..t' / 1-
,J :,. ':4L t- -'-
Su" n",f ,on
xc: Community Development DePt, TOV
Buz Reynolds
Evergreen Caissons
fiAlLT0N"MciV0Y
i _ -,
P0. Bor 430,1r'0n ;;ioraoo8165i
'1n1\
Orq. qali.;il qdq. 5i'6
{2 qu.rtionr'le thc I'li,:,ning StllTai 4;;i-, I2S
APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION f [lrg -o\,e
This application is for any projcct rcquiring Design Rcvicrv approval. Any projcct rcquiring dcsigrr rcvicw nrust
rcccivc Dcsign Rcvicrv approval prior to submitting fora building pcrnrit. Forspccific infonnation, sce thc subminal
rcquircnrcrrts for thc particular approval that is rcqucstcd. Thc applioatiou cannot bc acccptcd until all thc rcquircd
inlbrnration is subnrittcd. Thc projcct nray also nccd to bc rcvicrvcd by thc Torvn Council anrVor thc Planning and
Envirortnrcntal Contrnission. Dcsign Rcvinv Board approval cxpircs onc ycar aftcr final approval unlcss a
building pcrmit is issucd and construction is startcd.
A. DESCRIPTION OF THE REQUEST:s/p61E FnUt*v p.gstpaloe.
o
TfI'//N OFVAIL
B.LOCATION OF PROPOSAL: LO'l: 19 BLOCK: 6 FILING:
PHYSICALADDRESS: 29 3S , B*5,*I@*LE 8
PARCEL tt: 2lO3lh3l00l (Contact Eaglc Co. Asscssors Officc at 970-328-8640 for parccl #)
ZONINC: REilDEPTIftL"D.
E.
F.
c.
NAME OF OWNER(S):
MAILINC ADDRESS:
u
OWNER(S) SIGNATURE(S):
NAME OF APPLICANT:
MAILINC ADDRESS:
NT sr
-82 z
-o 66
H.
ftyol (o . griz-o PHoNE: 7??'sS7 s ftyo/
Y PE OF REVIEW AND FEE: / . , , .
Ncrv Construction - $200 Construction of a nov building. (Pr'td PrzttDrttf .l
Addition - $50 lncludcs any addition rvhcrc squarc footagc is addy'd to any rcsidcntial or
conrnrcrcial building.
D l\linor Altcration - $20 Includcs nrinor changcs to buildings and sitc inrprovcnrcnts. such as,
rcroofing. painting. windorv additions, landscaping, fcnccs and rctaining
rvalls, ctc,
DIIB fccs arc to bc paid at thc tinrc ofsubnrittal. Latcr. rvhcn applying fora building pcnnit. plca-sc idcntify
thc accuratc valuation ofthc projcct. ThcTorvn of Vail rvill adjust the fce according to thc projcct valuation.
PLEASE SUBMIT TTIIS APPT,ICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF COIIIMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD.
VAIL. COLORADO III657.
SCOTNICK RESIDENCE
RESPONSE TO PUBLIC WORKS
ROUTING FORM DATED 6117198
1. We do not believe we will need road cuts for water or gas. We have not
resolved th€ sewer access.
2. We do not want to remove the rock retaining wall. Our structural engineers are
designing the bridge to be supported from pilings,
3. We have reduced the driveway slope, See site plan A1 .
4. The site has been visited by the pilinq company. They can drive pilings without
removing the overhead lines. The 3 overhead lines are TV cable. earth wire and
lightening conductor, not electric. They will need to be lowered for crane
operations. The utility company has agreed to this requirement.
6. We obtained a letter from the crane company and submitted it to TOV. We will
obtain the crane size, reach, and outriggers and advise you. The crane proposal
for installing the prebuilt units does not propose support onto the bridge. These
units can be installed in 1 working day with a crane located on the street.
7, We will provide a drawing to show the staging area.
9. ldo not boliev€ this is possible. Three other similar and recently built houses on
nearby properties do not have snow storage areas other than steeply sloped
land alongside the driveway bridge. We propose similar conditions.
10. See revised site olan A1 and section A6.
1 1 . We have submitted a title report
We will g€t funher information to you as we proceed with this project. We
appreciate your assistance and patience working with us to resolve these issues on
this very difficult site.
I
I
i
I
[,)l-./
IAlLT0lrl"[t|utU0Y
ASCH TECTS
AV0t,r
PFO.JICT COIICLFIS . RISiDtiJCtS
r|tm ons urlDScAPi Dtsrcri
P0 Box 430Avon, Colo.ado 81657
(303) 94S. 5595. r-AX 949. 551 6
June 24, 1998
Christie Barton
Planner
Town of Vail Department of Community Development
75 S. Frontage Road
Vail CO 81657
Dear Christie,
Re: Scolnick Residence
Enclosed are our drawings for this project for final design approval.
This project is currently submitted for a variance request for habitable area within
the front setback. Concurrently I would like to have this project scheduled for final
design approval.
I recall from our meeting for concept review that the DRB said that the design was
approved and that final design could be a staff approval.
This project will be a combination of site built and prebuilt components. The site
built work includes the pilings, steel frame, garage, decks, and bridge connection to
tho street. The prebuilt work includes 6 units of habitable area that will be crane
located onto the steel frame.
We are submitting floor plans to l/r " scale and elevations to 1/8" scale. I hope you
can accept this - as the elevations will be drawn to l/+ " scale by the prebuilt
company and submitted with plans and elevations to 7+ " scale for the building
permit. They would prefer not to proceed with these drawings until after final
design approval.
My understanding is that this project is scheduled for July 13th PEC meeting for the
variance request.
Thank you for your assistance.
Yours sincerely,
1 I /'--''r /+tt -/ ,- //()llt\ 'l / l(ftrL-\--,\.
John Railton.
xc: Jay Scolnick.
(-]
IAll-T0N"]it|ctll0Y
ARCI] ITCTS
AVrltl
PR0JICI C0rrtfPTs . Hfsl0frlClS
NTENIONS LANOSCAPI DtS GN
P0. Box 430Avoi CoLorado 81657
(303)949.5595. rAX 949.55 r6
o
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:
TnHr(O Hzetrnee
CO.LQ.R:*BUILDINC MATERIALS:
Roof
Siding
Othcr Wall Materials
Fascia
Soffits
Windows
Windorv Trinr
Doors
Door Trint
Hand or Dcck Rails
I iucs
Flashings
Chimncys
Trash Enclosurcs
Crccnhouscs
Rclaining Walls
Extcrior Lighting**
Othcr
g" erarQ, 1H4A/NE/-
Rg cconrz':n/t7 # cst 7
2e eEhn&cActr fr 03/ ,-
R,S €€:r t '/n607 4 03/'
f;fitL ,rytur412i.1lf/6
birtert. EXTF/ /2/. -jDt|i --,
Wt::ilt-//
o?17
* Plca.sc specify thc manufacturcr's color, numbcr and attach a small color chip
++ All cxtcrior lighting must mect thc Town's Lighting Ordinancc 18.54.050(l). If cxterior lighting is proposcd'
plcasc indicate thc nunrbcr of fixnucs and locations on a scparatc lighting plan. ldcrrtify each fixturc typc and providc
ih" h.ight uboue gradc, lumcns output, lutninous arca, and attach a cut shcct ofthc lighting fixturcs'
',tf/rHrr'f- )/))_
Cfreor sa'//-7// t+.
Updated 5/97
Cornruou Nanrc Sizc*
PROPOSED TREES
AND SHRUBS:
EXISTINC TREES TO
BE REMOVED:
GROUND COVER
SOD
SEED
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
Botanical Namc
t M ini nrtr nr rcquircntcnts ti.rr landscapi ng:
-U.|ll<
dcciduous trccs - 2 inch caliPcr
conif'crous trccs - 6 fcct in hcight
shnrbs - 5 gallons
Sqlrarc Footagc
hc e c I u ry;Pn.+ ! /wr=*M0uc€ -Mrt'
Ae saest
OTHER LANDSCAPE FEATURES (rctaining rvalls, fcnccs, swinrming pools, ctc.) Plcasc spccify. Indicatc top and
bottorn clcvations of rctaining walls. Maxinrum hcight of walls within thc front sctback is 3 fect. Maximurn height of
walls clscwhcrc on the propcrty is 6 fcct.
Uodated619T
This form is scrviCc avaitabiliry and location for trcw consfnrcdon and should bc uscd in conjunction
rvith prcparing your uriliry plan arrd schcduling in$tallations. Thc location and availability of utilitics, whcthcr a t, q -gt9 I
th cy bc nrain tn:nk lin,ls or proposcd lin cs, must bc approvcd an d vcrifi cd by rhc follorving u tilitics for thc -l 'l I
accompanying sitc plau,
Datc
IJ,$. Wcst Communications
t-800-922- r 987
468-6860 or 949'4530
I?ublic Servicc Conrpany
949-s7g I
Cary Hall
I{oly Cross Elcctric Assoc.
e49-.5rie2 lvy-ta7z.
I c6 itu.sK)7J onn Eoyu
T.C.r
949 -55 30
Floyd Salazar - 'laL /,/2
Eaglc River Watcr
& Sln itation District t
4 76-741t0
t'rco ll ilslJc
4,to,q t
I
I
Lrt- ,
+ PIcasc bring lr sitc plarr, floor plan, and clcvatiqns whcn obtaining Uppcr Eoglc Vallcy Water & Sonifntion
.sigrsnrrcs. Firc f'low nccds rnust bc addrcsscd.
NOTES:
L lfthc utility vcrification tbrnr has signaturcs tionr cach ofthc utiliry companics, and no
conrmcnts arc nradc dircctly on thc fonn, thc Town will pre.sutrru that thcrc arc no problcms and
thc dcvcloprrrcrrt can procced.
If a utility company has conccms with thc proposcd construction, thc utility rcprcscntativc shall
note dircctly on thc ufiliry vcrificenon fonn that thcrc is a probicrn rvhich nccds to bc rqsolved.
Thc issuc should thcn be detailcd in an aftached lcncr to thc Town of Vnil, Howcvcr, plcase
kccp in nrind that it is thc responsibiliry of ihc utility company and the applicalt to rcsolvc
idcntifi cd problcnls.
Thqte verifications do not relieve the contractor of thc responsibility to obtain a Public Way
Permit frorn thc Depanment of Public Works at thc Town of Vail. Utility locatinns muF! bq
pXtrlsd-hetall-disgtng in any public right-of-way or cascmcnt rvithin thc Town of Voil, A
build:ng lonnit is not n 4rblic.LY.ay permit ond must be obtnined separatcly,
')
3,
Updatcd 6/9?
. :: l-:
A Lr t-lr orizcd Sigranrre
t/-/o -f 6
il tt^, aj"^r/J- 4 -olq.
l,lrtr Flau- |
ut-LB- aa .a hkr/ h -S*,ffi/#'I,f,fpu *,L afr,* p'*l 5A-ffi1 '/-1p-? ?
PB g-APPLTCAUON CONEERENCE
This fonn is to vcrify scrvicc availability :rnd location for ncw corrstntction and should bc uscd in conjunction
with prcparing your utility pian and sch"duling installations' Thc location and availabiliry ofutilitics' whcthcr
thcy bc rnairr trunk lincs or proposcd lincs, nrust bc approvcd antl vcrificd by thc follorving utilitics for thc
acconrpanYing sitc Plan.
U.S. Wcst Commtnications
I -800-922- 1987
46ll-6tt60 or 949-4530
Public Scrvicc Cl0mpany
e1F11+1 24: - +',)')
Cary Hall
Holy Cross Elcctric Assoc.
e4-e-srtez ?+7'SeYz.
Tcd llusky/John lloYd
T.C,I
9.19-5 530
Floyd Salazar
Eaglc Rivcr Watcr
& Slnitation District *
,176-'1480
['rcrl I {aslcc
Datc
,l , .1
^.4'lc'l Y
q'/("?t
,+ A.r p.,r. "t*[."rxABrt*us*'"*]
* I)lcasc bi-ing u sitc plan. lloor plan, and clcvations rvhcn obtaining Uppcr Eaglc Vallcy Water & Sanitation
sigrraturcs. Firc flow trccds tnust bc adtlrcsscd'
NOTES:
l.If thc utility vcrification tbrnr has signaturcs front cach ofthc trtility contpanics. alld no
cotnmcnts arc nradc dircctly orr thc ibn . thc Town rvill prcsunlc that thcrc arc no problcms and
thc dcvclopntcnt can Procccd.
tfa utility company has conccrns with thc proposcd constntction. thc utilify rcprcscntativc shall
notc dircctly on the utility verification fonn that thcrc is a problcrn rvhich nccds to bc rcsolvcd'
Thc issuc should thcn be detailcd in an attachcd lcttcr to thc Torm of vail. Howcvcr. plcasc
kccp in rrrind that it is thc rcsponsibility of thc utility conrpany and thc applioant to rcsolvc
idcntificd problcnrs.
3.Thesc vcrifications do not relicvc thc contractor of thc rcsponsibility to obtain a Public Way
Pcrmit forr1 thc Dcpartment of Public Works at thc Town of Vail. Utilitv locations must bc
obtaincd bcforc diggine in any publio right-of-way or eascnrcnt rvithin thc Town of Vail A
a
PRE-APPLICATION CONFERENCE
Updatcd 6/97
AM ERIC AN IAND MLE ASSOC IATI ON
OWNER'S POUCY
(r0-r7-92)
CHICAGO TITLE INSURANCE COMPANY
SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONHINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, CHICACO TITLE INSURANCE COMPANY, a Missouri corporalion, herein called the Company, insurcs, as of Date of Folicy shorrn
in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or
incurrcd by the insured by reason of:
l . Title to the estate or intercst described in Schedule A being vested other than as stated therein:
2. Any defect in or lien or encumbrance on the title;
3. Unmarketability of the titte;
4. Lack ofa right of access to and from the land.
The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title. as insured. but
only to the extent provided in the Conditions and Stipulations.
In Mmess Wereof, CHICACO TITLE INSURANCE COMPANY has caused this policy to be signed and sealed as
of Date of Policy shorvn in Schedule A, the policy to become valid when countenigned by an authorized signatory.
ISSUED BY;
LAND TITLE GUARANTEE COMPANY
108 S. Frontage Rd. W, Suite 203
P.O. Box 357
Vail, Colorado 81658
(970) 476-2251 Fax (970) 476-4534
CHICAGO TITLE INSURANCE COMPANY
By,
{A.,",*-/UK
By:
ALTA Owner's Policy (lG,17-92)c6 0067 106 363
Form AOlcHI
Order No. V258774
Porit\ crtuzss::4
Amount $49,500.00
SCHEDULE A
Address
LOT 19, BL,,K 6, VAIL I} TERMOUNTAIN
L. Policy DaE.e: December 30, L99i at 5:00 p.M.
2. Name of fnsured:
SHERYL L. SCOLNICK AND JAY SCOLNICK
3 - The esEat,e or interest in t.he land d.escribed in this schedure and which is covered by Ehis policy is:
A Fee Simple
4. TiEle t,o t,he estate or i-nterest covered by this policy at, the daEe hereof is vest.ed in:
SHERYL L. SCOLNICK AND JAY SCOLNICK
5. The land referred to in Ehis policy is situated in EAGLE County, Colorado, and is described as follows:
Lot, 19, Block 6, VAIL INTERMOIINTAIN DEVELOPMEI,i'| SITBDIVISION,
ACCORDTNG TO THE RECORDED PIJAT THEREOF, COIJNTY OF EAGLE, STATE
OF COLORADO.
LA}TD TITLE GUARANTEE COMPANY Page 1 This Policy valid only if Schedule B is attached.
For;rn AO/CHI No. V258774 lt"" No. CTEU2 5e774
SCHEDULE B
This policy does noE insure against, loss or damage (and the company will not pay cosE,s, at.t.orneys, fees or expenses) which arise by reason of:
General Except.ions:
1. Rights or claims of parties in possession not shown by t,he publi.c records.
2. Encroachments, overlaps, boundary line disputes, or oLher matters which would be disclosed by an accuraE,e survey and.inspecE,ion of the premises.
3. Easements, or claims of easemenEs, noE shown by the public records,
4. Any lien, or right to a 1ien, for services, labor, or material heretofore or hereaft.er furnished, imposed by law and noE, shown by t,he public records -
5. 1997 TAXES NOT YET DUE OR PAYABLE AND ASSESSMENTS NOT YET CERTIFIED TO THE
TREASURERS OFFICE.
6. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR II\TTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATEM RECORDED April 18, 1934, IN BOOK 123 AT
?\ tr /^r f]r 1 r.!a\r.E J .
7 . RIGHT OF I^IAY FOR DITCHES OR CA}TALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED April 18, L934,IN BOOK 123 AT PAGE 3.
8. RESTRICTIVE COVENANTS, WHTCH DO NOT CO\ITAIN A FORFEITURE OR REVERTER
CLAUSE, BIIT OMITTING RESTRICTTONS, TF ANY, BASED ON RACE, COLOR, REI.,TGTON,
OR NATIONAL ORIGIN, AS COMfAINED IN INSTRUMEIflI RECORDED November 1-7, LglO,IN BOOK 219 AT PAGE l-20 AND AS AMENDED IN INSTRUMEIfT RECORDED April 28,L97L, IN BOOK 220 AT PAGE 380.
9, UTILITY EASEMENT FIVE FEET IN WIDTH ALONG ALL INTERIOR LOT LINES AS
RESERVED ON THE PLAT RECORDED OCTOBER 1 , ].978 IN BOOK 218 AT PAGE 799.
ITEM NOS . J. THROUGH 3 OF THE GENERAL EXCEPTIONS ARE HEREBY DEI-,ETED.
ITEM NO. 4 OF THE GENERAL EXCEPTIONS IS DELETED AS TO ANY LIENS RESULTING
FROM WORK OR MATERTAL CONTRACTED FOR OR FURNTSHED AT THE REQUEST OF DOUGT,AS E. TAIJBOT and KATHLEEN S. TALBOT.
CHICAGO TITLE INSI'RANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS
ARISING FROM WORK OR MATERTAL FURNISHED A? THE REQUEST OF SHERYL L. SCOLNICK AND JAY SCOLNICK,
Page 2
Form Ao/CHI r No. V258774
SCHEDULE B
ftr"" No. crEu2ssTz4
- uJv
LAND TI'E GuARANTEE O*PANY
SHERYL L. SCOLNICK AND JAY SCOLNICK
r_3I0 r-7TH ST .
DENVER, CO 80202
Dear Customer r
Land Tit.Le Guarant.ee Company is pleased Eo provide you with your Owner's Title Insurance Policy. This valuable documenE,insures good and marketable Eitle to your property. please
review the policy in iEs entireE.y. We at Land Title GuaranEee
Company believe in providing you, our customer, wit.h a gualiEy producE which will serve your needs.
In E.he event you do find any discrepancy, or if you have any questions or comments regarding your final policy, please
conEact the following department and we will g1ad1y handle any request you may have as efficiently and quickly as possible.
TITLE DEPARTMENT
TELEPHONE # (970) 476-22sL
FAX # (970) 476-4s34
PLEASE REFER TO ORDER NO. V258774
Should you decide t,o sel1 the property described in Schedule A, or if you are required Eo furnish a new title commitmenE,for mortgage purposes, you may be entiEled to a crediE toward future tit.le insurance expenses. Land TitIe Guarantee Company will reEain a copy of E,he enclosed title policy, and in the event you do need fuE.ure services, we will be in a position t,o again serve you prompt.Iy and efficient,ly.
Thank you very much for giving Land Tit,le cuarantee Company
Ehe opportunity Eo serve you.
of .l
K-96t1 VG
Dimensions Hgt. from center
ol wall opening
Clear
Clear
K-9611
K-9611
Antique SOLID BRASS
Black
1-60-W. Max. (M)
1-60-W. Max. (M)
Hgt. 8", Width 4%", Extension 5%" 23/;'
Hgt. 8", Width 4y;', Exlension 5Y" 231"
1-60-W. Max.
4%", Extension 5%"
K-9613
K-9613
K-9613
Antique SOLID BFASS
Polished SOLID BRASS
Verdioris
Clear beveled
Clear beveled
Clear beveled
1-60-W Max. (M)
1-60-W. Max. (M)
1-60-W. Max. (M)
Hgt. 1 0%", Width 4%", Extension 5%"
Hgt. 10/;', Width 4%", Extension 5%"
Hgt. 1 0%", Width 4%', Exlension 5%"
5 t/4
3%"
3%"
.I70 KICHLER LIGHTING
0ate
Project Title
Project Numb€r
To/Attendng
Copi€s to
Begarding
Page
98o3
nLe
%r';flps)c€
TWtt Df vktt-"
'6n4 Ar,& fl MtwoF*t€ttr l2Ftr (D
WS\J Fa-Ug'tt
Jol I
RilLT0il.trtctu0Y
AECHIIECTS
&,*^,",jffi$rja_,,
O Tstecon \-J
O Field R€pod
O Ora',vrng r r oFM l^l- D tl * 904^- l\a//nb^-
PROJECI COI.ICEPTS . RE$DENC€S
B$TOMNON . COBPORAIE D€SIGN
gtl P€ad St". Bsider, CO 80302
(303) 443.4353.FAX 44i). 5535
P.O Bo( ailoA\,q Cold.d 81620
(970) 949.5595.FAX 949.551 6
FILI COPYOO
Updatcd 7/14 9am
1. A revocable Right - of - Way Permit will be obtained before a building permit is
issued and changes be made to the staff memo to incorporate the 0 setback and
the relocation of the tree from in front of the structure.
2. A request for a variance to allow for GRFA in the front setback located at 2935
Basingdale Blvd./ Lot 19, Block 6, Vail Intermountain Subdivision.
Applicant: Jay & Sheryl Scolnik, represented by Railton-McEvoy Architects Planner: Christie Barton
MOTION: John Schofield SECOND: Diane Golden VOTE: 7-0
APPROVED
3. A request for an additional 250 square feet of GRFA for a primary/secondary residence
- located at 493 Beaver Dam Road/ Lot 1, Block 2, Vail Village 6th.
Applicant: Ron Byrne, represented by William Reslock Planner: George Ruther
MOTION: Ann Bishop SECOND: Galen Aasland VOTE: 7-0
APPROVED
4. A request for a minor exterior alteration in CC1 at the Clock Tower Building, localed at
263 Gore Creek Drivei Lots C, D, E & F, Block 5, Vail Village First Filing.
Applicant: Gorsuch Ltd., represented by Resort Design Collaborative Planner: George Ruther
MOTION: Ann Bishop SECOND: John Schofield VOTE: 7-0
APPROVED WITH 3 CONDITIONS:
1. That the applicant submit detailed civil engineering drawings indicating how the
gutters and downspouts will be tied into the Town of Vail stormwater system. The
drawings shall be submitted for review and approval of the Town Engineer prior to
the issuance of a building permit.
2. That the applicant submit an application and receive a revocable right-of-way
permit to allow for work to be completed in the Town of Vail right-of-way prior to
the issuance of a building permit.
3. That the applicant pay $2,677.65 into the Town of Vail parking fund prior to the
issuance of a Temporary Certificate of Occupancy.
5. A request for a conditional use permit to allow for the installation of a telecommunication
facility at the Vail Mountain School, located at 3160 Katsos Ranch Road/ Lot 12, Block 2,
Vail Village 12th.
Applicant: Liberty Wirestar, represented by Jill Jilenick Planner: Christie Barton
MOTION: Tom Weber SECOND: Brian Doyon VOTE: 7-0
APPROVED
\," I
I
, ,./
I
( r,: tt rF, *! tt t9
"'-'ro$
Updated 7/14 9am
PLANNING AND ENVIRONMENTAL COMMISSTON
Monday, Juty 13, 1998
FINAL AGENDA
Project orientation / LUNCH - community Development Department 11:00 p.m.
MEMBERS PRESENT MEMBERSABSENT
Greg Moffet
John Schofield
Galen Aasland
Diane Golden
Ann Bishop (left at 4:30 p.m.)
Brian Doyon
Tom Weber
Site Visits : 12:00 p.m.
1. La Tour - 122 Easl Meadow Drive 2. Antler's - 680 West Lionshead Place 3. Scolnick - 2935 Basingdale Blvd.4. Liberty Wirestar - 3160 Katsos Ranch Road (Vail Mountain School)5. Craythorne - 2701 Davos Trail 6. Mt. Bell - 160 Mountain Bell Road 7. Rockledge Rezoning - Rockledge Road 8. Gorsuch - 263 Gore Creek Drive L Byrne - 493 Beaver Dam Road 10. Ptarmigan Rezoning - Ptarmigan Road
1 1. Meyer - 813 Potato Patch Drive 12. Timber Falls - 4469 Timber Fails Court
George
NorE: lf the PEc hearing exten ds u ntil 6:00 p. m., the board will break for dinner from 6:00 - 6:30 o. m.
Public Hearinq - Town Council Chambers 2:00 p.m.
1. A request for a front setback variance to allow for the construction of an inclined elevator.
located a|2701 Davos Trail/Lot 15, Block B, Vail Ridge Subdivision.
Applicant: Sonia & Brian Craythorne, represented by Galen Aasland Planner: Christie Barton
MOTION: John Schofield SECOND: Tom Weber VOTE: 6-0-.1 (Galen
Aasland recused)
APPROVED WITH 1 CONDITION:
Driver:
@
e L \.ir,| ..1 |
0 t ?=c
May 25, 1998
Christie Barton
Town of Vail Department of Community Development
Dear Christie,
Re: Scolnick Residence, Lot 19 Block 6, Intermountain.
Attached herewith are our revised drawings, resulting from our meeting with the
DRB on May 6.
The building design has been revised to reduce the lot coverage to the allowable
15% of the site. This is accomplished by including some habitable area under the
garage and within the 20'front yard setback. At our earlier meeting we were
advised by you that the Town of Vail would prefer granting this variance, and not a
variance for more than 15% site coverage. Therefore we will proceed with a front
yard setback variance request for habitable area. This same variance was granted
to the house on the adjacent lot (east sidel.
We have altered the design to accommodate other requests and comments from the
DRB meeting:
. attach6d the garage and the house to form one entity. I believe this eliminates
our separation request.
. lowered the buildings to provide less "elevated bulk", and enclosed the lowered
space with a lattice screen.
. varied the massing and window layout.
o added additional and varied deck areas.
However, we still wish to keep a design that allows for a prebuilt project. and work
within the format and limits of this construction process. We believe this process
makes this house financially feasible for this extremely steep lot, and also conforms
to the restrictions and recommendations of the soils and geological reports. (copies
submitted to you previously)
We are requesting a conceptual design review at the June 3 meeting, and thereafter
we will proceed with the variance process.
I have noted your comments of your letter of April 22. Some of these items will
need further study and will be addressed as we develop the drawings for the final
design approval review.
Thank you for your assistance. Please contact me if I can assist you further with
your review.
i-r t\lr
\,,
I
I
I
I
I
I
'---i
ftAlLT0]tl-]tl|ctU0Y
A R C 1l I I c I S
AVOI]
Yours sincerely,| 1 t,'
[.,it.. )'i?i
John Railton.
In0JtcT c0iictPlS .
'ttstutiicLs I]TtF (J8S LAI]ISCAPE DES GtI
P0 Box 430 Avon (lolorado 8165/
(303) 949.5595. FAX 949. 5516
Eate neeeiVd
t,|AY 26 les8
i
ofil Commuhity Development Plan Routing Form
Routed To:Greg Hall, Public Works
Todd Oppenheimer, Public Works
Mike McGee. Fire
Retuln To;Christie Barton. Community Develonment
Datc Routcd:6/17 t98
Return By:6/24t98
Projcct Name:Skolnick Rqsidence
Projcct Address:2935 Basingdale Blvd.
Pro.ject Legal:Lot 19, Block 6. Intermountain Subdivision
Proiect Description:Ncw single family residcnce
Approved
-x-Denied
(cite detailed reasons) Approved with conditions
l.)We have concerns about the stability of thc road in this location. No road cuts can bc made.
2.)lf you rcmove thc rocks that hold the roadway embankment in this location. show how the loadway
cmbankmcnt will be stabilized.
3.)lt looks like your concrctc bridge slab is atl0% approximately fiom thc back edge of the pan. Our maximum
driveway grade with out heat is l0%. Is the drive heated? If not. pouring the driveway at this gradc is risky. It
would be better to raise the garage slab clcvation by 6".
4.)Piles will bc difTicult to drive due to the overhcad electric linc.
6.)Please submit infolmation on the crane(size, r'each. outriggers) Analyze whethcr the bridgc deck will be able
to support the crane weight.
ow the staging area for the matedals and crane
9.)Plcase show a snow stomgc area which is accessible with a plow.
10. )The location ofthe pan you have shown is incorrect. The existing curb and gutter must be cut. The invert of
the pan needs to altign with the flow line of thc curb. The pan must tie into the existing curb and gutter.
.)Please submit a title report.TL Partch received 6/17198 returned 6/19198
scd.NrcK RESrftrvcE
2e35 BASti.l6A,.E BruD.
GARAGE DOOR
DOOR TRIM c*Eor sEnl-r{'Ails
WINDOW TRIM NEhr RbwooD o3t7
SIDING
ACCENT TRIM
CAP ON RAILING
STEEL
Mooploop 08l-36 t*,-il.qdS
LATTICE
WINDOWS
BRONLE
' )r
R@OF
WOoDrOr\tE
ot-vMPto saro gooy srfld
funs97
D'l$-x?Efrt'(D
a
ed
April 23, 1998
Christie Banon
Planner 11
Town of Vail Department of Community Development
75 South Frontage Road
Vail. CO 81657
Dear Christie,
Re Scolnick Residence
Per our phone conversation, this lotter is to request a separation between the
habitable area and the garag€.
The design on this very steep site, provides lor a 2 car garage within the front
setback, and the house connected to the garage by a stairway tower. This
stairway is roofed and connected from the garage floor to the front deck, and rn
this way the two structurss, garage and house, are physically connected.
My clients would prefer not to enclose or heat this stairway connection. The soils
and geological reports (which have been issued to the Town of Vail) recommend
that we do not excavate or provide retaining walls and spread footings, or
otherwise disturb the site grades,
Thank you for your assistance with this project.
Yours sincerely,
IAl[T0ltl.]t|rtU0Y
ARCHIIECTS
AV O N
t.bl^W
John Railron
xc: Jay Scolnick.
PfoJtcT co|ctns . FrstDfltcFs
N]IFIORS LANOSCAPI DtS GN
P0. Box 430 Avon. Colofado 81657
(303) 949.5595.t AX 949.5516
o
A. TYPE OF APPLICATION:
tr Addidond GRFA (250)
tr Bod and Brcalf,ast
tr Conditional Use Pcrmit
tr Major or E Minor Subdivision
E Rczoning
tr/ Sigtvutance
V Variancc
tr Zoning CodcAmcn&ncnt
I
Qucstions?
PO2
Cuil thc Plannirs S',iff $ 4?9-21i8
APPLICATION FOR PLANNING AND ENVIRONMBNTA'L
COMMISSION APPROYAL
fficctrequidng8Ppr9vaIb1th3PlurningandEnvironmcntalComrniseiou.Forepccific
information. scc r;c o,rbmittel il*rt;.t; ili *c panlcutu upptm titt' i' *qucstcd'
.
Tbc aoplication can not be
acccprcd 'ntil
all rcquircd infoinrltion is submitt.C' n. proi'tiii1Jo n*C t'i' bc rcviewcdfy thc Town Council
and/or ths DcsitF Roviow Board-
tr Anrcndmcnt to an Approvcd Dwelopmcnt Plan
tr Employcc Hotsing Unit (IYPc: ----;g ptajorir 0 Minor CCI Extcrior Altcntion
(VaitVillagO
tr Major or tr Minor CCII Extcrior Altcrstion
(Lionshcad)
E Spccial DovaioPmcnt Dstriot
tr Maior or E MinorAmcndmcntt0 an SDD
B. DESCzuPTIONOFTHEREQUEST:OF
(E
LocArroN oFpRoposAL;tE;cK-6-FILnlc' NTE/..tflDotfiatil-
ADDRESS:-:9 fiddDAr.r BUILDINGNAUEI srg.NIOK PHTDTIC€
TO:flN|,FVAIL
D, ZONING:UPLEX,
NAME OF OWNER(S):-j
MAILINGADDRESS:
owrvER(s) SIGNA
NAME OF REPRESBNTA
OAr
6qt
73
3
5
.t:-*F
FEE - SEE THE SUBMITTAL BXQUIREMENTS FOR THE APPROPRTATE FEE'
SIJBMIT TTIIS APPLICATION,ALL SUBMITTAI REQIIIREIdENTS AND THE FEE TO TgE
DEPA.KTMEM OT COMMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD'
VAIL. COLORADO 81557,
MAILINGADDRESS:
Fcc Pd&- CId:- BYi
{pplication Datc PEC lvtoctintDah'
Rcvipd 6O6
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
July 13, 1998
A request for a variance to allow for GRFA in the front setback,
located at 2935 Basingdale Blvd./Lot 19, Block 6, Intermountain.
Applicant: Jay & Sheryl Scolnick, represented by John Railton Planner: Christie Barton
I. DESCRIPTION OF THE REQUEST AND BACKGROUND
The applicant is requesting a variance to allow for GRFA in the front setback. The steep slope of
the parcel reduces the allowable site coverage available for the house to 15%. The existing lot
size is nonconforming, at 8524 sq. ft. The property line is 16' - .,|8' from the edge of pavement.
The garage will be constructed in the front setback as allowed by Code, and the variance
requested will allow part of the house to be built underneath the garage. Little of the building will
be seen from the street and the house will be more in keeping with the surrounding
neighborhood. A number of the houses in the area are built within the front setback due to the
steep slopes. The area was annexed into the Town of Vail in 1987, with a number of lots of
substandard size.
The applicant is proposing to build a modular house on piers as the stability of the soils in the
area require as little disturbance to the ground as possible. Staff believes the design of the
building with this contiguration is a better product than if the GRFA was completely out of the
front setback. See applicant's statement attached.
II. ZONING ANALYSIS
Zoning:
Lot Size:
Primary/Secondary Residential
8, 524 sq. ft.
Standard Allowed/Required GRFA: 2,556 sq. ft.
Site Coverage: 1,278 sq. ft. (15%)
Parking:3 spaces
Landscaping 5,114 sq. ft. (60%)
Setbacks:Front: 20'Side: 15'Rear 15'
Proposed
2,475 sq. ft.
1,272.5 sq. ft. (14.9%)
3 spaces (2 enclosed)
7,251 sq. ft. (85"/")
1.5'
18',t22'
54'
I
ilr.CRITERIA AND FINDINGS
A. Consideration of Factors:
Upon review of Section 12-17-6 of the Vail Municipal Code, Criteria and Findings,
the community Development Department recommends approval of the requested
variance to allow GRFA in the front setback based on the followino factors:
The relationship of the requested variance to other existing or
potential uses and structures in the vieiniry.
This lot is located in a neighborhood with lot sizes of approximately 8,000
sq. ft. Many homes in the neighborhood are constructed with approved
variances allowing encroachments into the setbacks. This house will be
built on piers to accommodate the slope stability reports to decrease the
potential for site disturbance. The steep slopes constrict the allowable
GRFA to below that allowed by a conforming lot due to site coverage
limitations.
The degree to which relief from the strict and literal interpretation and
enforcement ot a specitied regulation is necessary to achieve
compatability and uniformity of treatment among sites in the vicinity or
t0 attain the obiectives of this tiile n ithout a grant of special privilege.
The overall design ol the house will be improved with the approval of a
variance for GRFA in the front setback. The garage would otherwise be
constructed 13' above grade due to the steep slopes, with nothing
underneath. By building part of the house below the garage, a portion of
the house will not be seen from the road and will reduce the overall
impression of bulk and mass. The granting of this variance is necessary
to achieve compatibility and uniformity of treatment among sites in the
area. Staff believes that the granting of this variance will not be a grant of
special privilege.
The effect ol the requested variance on light and air, distribution of
population, transportation and traffic facilities, public facilities and
utilities, and public safety.
The proposal will have little, if any, eflect on these issues. The proposal
will reduce the bulk and mass of the structure on site.
The Planning and Environmental Commission shall make the following
findings before grantlng a variance:
't . That the granting of the variance will not constitute a grant of specia
privilege inconsistent with the limitations on other properties classified in
the same district.
1.
2.
3.
B.
2. That the granting of the variance will not be detrimental to the public
health, safety or welfare, or materially injurious to properties or
improvements in the vicinity.
3. That the variance is warranted for one or more of the following reasons:
a. The strict literal interpretation or enforcement of the specified
regulation would result in practical difficulty or unnecessary
physical hardship inconsistent with the objectives of this title.
b. There are exceptions or extraordinary circumstances or conditions
applicable to the same site of the variance that do not apply
generally to other properties in the same zone.
c. The strict interpretation or entorcement of the specified regulation
would deprive the applicant of privileges enjoyed by the owners of
other properties in the same district.
IV. STAFF RECOMMENDATION
The Community Development Department recommends approval of the variance to allow GRFA
in the front setback, subject to the following findings:
1. That the granting of the variances will not constitute a grant of special privilege
inconsistent with the limitations on other properties classified in the same district.
2. That the granting of the variance will not be detrimental to the public health, safety
or welfare, or materially injurious to properties or improvements in the vicinity.
3. That the strict interpretation or enforcement of the specified regulation will result
in practical difficulty or unnecessary physical hardship inconsistent with the
objectives of the Zoning Regulations.
4. That the strict interpretation or enlorcement of the specified regulation will not
deprive the applicant of privileges enjoyed by the owners ot other properties in the
same district.
FlEVEBYONE\PEC\MEMOS\98\SCOLNICK.71 3
May 28, 1998
SCOLNTCK BESIDENCE .
LOT 19 BLOCK 6 II{TERMOUNTATII
FBONT YARD SETBACK VARIAT{CE
On behalf of Jay and SherYl Scolnick w€ are requ€sting a front yard setback
vsriance to permit habitable accommodation to be built within the setback.
The steep gradient of the lot pormits tho garag€ to b€ built within the front yard
s€tback. This varianCe requosts the construction of habitable accommodation under
th6 garege structuro.
r The rslationship of ths r6qu38ted variance to othsr existing or potBntial us6s
and structures in the vicinity.
The design of the proposed residence is compatible with other residenceE in
this neighborhood. The hardship of thoso vsry stoep and small arsa lots has been
previously recognized by granting this same variance to the rocontly Construct€d
residence on th€ 6e8t adjacent lot.
. The degree to which retief trom ths srict or lit€ral interpr€tation and
enforcsmont of a specilied regulation is necessary to achieve compatibility and
uniformity of tr9atmant among sites in the vicinity or to attain the objectives of
this title without grant of spocial privileg€.
As stat€d above we believe this variance achieves uniformity of treatment
among 8it9s in this vicinity by granting the same variance as previously grantsd'
The sieepness of this lot rostricts the sits cov€rags to 15% of the lot area. This lot
is so staip and small that without granting this variance an extr€me hardship exists
in the following mann€r:I building a garage without allowing habitable accommodation within the
sitgGov€rag€occupiedbythegaragesevere|yrestrictsth6r€maining
sito coverago, and therofore considerablq reduces the habitable ar€e of
the hous6, The habitable area is so rostrict€d that only 2/3 of the
available GRFA can be used'
rThesitsgradossrgEostegpthatplacingth€galagowithinthefront
yafd setback glevatos ths garag6 tloor 27 feet above the existing grade
it the ,"", of the garage, This provides a large exposed structuro end
void space und€r tho garage, bott€r used and morc aosthetic in
appoaranc6 if enclosed to provido habitablo space'
. The st€ep glados and 33 ft hoight restriction oliminate oth€r options for
providing triUitaOte accommodation beyond the 20 ft front yard setback'
. The gffect of the variance on |ight and air, distribution of population,
transportation, traffic facilities, utilities, and public safetv'
The grantifig of this variancc doos not adversely ellect any of th€se issues. In fact,
gr"niing the variance helps the fire safety and sgross for the house'
r How the r€quost compli€s with Vait's Comprehensive Plan'
(D
[il[I0il.llctl|0Y
ABCHITECTS
AVO N
PNOJECT CONCEPTS . RESIDENCES
INTIRIORS TANDSCAPEDESIOI'I
P0. Box 4il0 A/on, Colorado 81657
(303) 949 . 5s95 . fAx 949 ' 5516
The Vail Comprehensive Plan encourages the best use of building site to provide
assthotic design solutions for projects. We believe that granting this variance
provides an opportunity for tho design of a house on this site that is mor€ pleasing
iesthetically, more compatibl€ with tho adjacent houses, and better €conomically in
providing trioiuute accommodation for the cliont than it would bo without this
variance.
In reality, these very steep and small lots. with a 15% sito Goverago rostriction, are
fairly useless, as th6y provide insufficient habitable accommodation and a real
hardship to develop without a variance relief.
This submtssion is accompanied by a site plan, floor plans, and elevations for
review with this r€quest.
Please contaCt my offiCe if I can provida any further assistance or information'
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May 28, 1998
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FRONT YARD SETBACK VARIANCE
On behalf of Jay and Sheryl Scolnick we are requesting a front yard sotback
variance to permit habitable accommodation to be built within the setback.
The steep gradient of the lot permits the garage to be built within the front yard
setback. This variance requests the construction of habitable accommodation under
the garage structure.
r The relationship of the requested variance to other existing or potential uses
and structures in the vicinity.
The design of the proposed residence is compatible with other residences in
this neighborhood. The hardship of these very steep and small area lots has been
previously recognized by granting this same variance to the recently constructed
residence on the east adjacent lot.
. The dogree to which rolief from the strict or literal interpretation and
enforcement of a specified regulation is necessary to achieve compatibitity and
uniformity of tr€atment among sites in the vicinity or to attain the objectives ol
this title without grant of special privilege.
As stated above we believe this variance achieves uniformity of treatment
among sites in this vicinity by granting the same variance as previously granted,
The steepness of this lot restricts the site coverage to 1s% of the tot area. This lot
is so steep and small that without granting this variance an extreme hardship exists
in the following manner:r building a garage without allowing habitable accommodation within the
site coverage occupied by the garage severely r€stricts th€ remaining
site coverage, and therefore considerable reduces the habitable area of
the house. The habitable area is so restricted that only 2/3 of the
available GRFA can be used.o The site grades are so st€ep that placing the garage within the front
yard setback elevates the garage floor 27 feet above the existing grade
at the roer of the garage. This provides a large exposed structure and
void space under the garag€, better used and more aesthetic in
appearance if enclosed to provide habitable space.r The steep grades and 33 ft height restriction eliminate other options for
providing habitable accommodation beyond the 20 ft front yard setback,
o The effect of the variance on light and air, distribution of population,
transportation, traffic facilities. utilitiss, and public safoty.
The grantirig of this variance does not adversely effect any of these issues. In fact,
granting the variance helps the fire safety and egress for the house.
o How the request complies with Vail's Comprehensive plan.
(D
IAl[T0ttl.fitlrtU0Y
ABCHITECTS
AV O N
PnoJtcT c0NctPIs . ntslotNcts
INTTNIONS TANDSCAPTDTS1CN
P0. Box 430 Avon, Colorado 81657
(303) 949. 5595. rAX 949. 5516
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TOITN OFVAIL
Department of Community Development
75 SowhFronmge Road
Yail, Colorado 81657
970479-213E
FAX97M79-2452
April 22. l99lt
John Railton
Railton McEvoY Architects
PO Box 430
Avon. CO t3l(r20
Rc: Scolnick Rcsidence
ntf^t[-J is
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Dear John:
staff has donc a leview of thc abovc t'cfcrcnccd plans' The fotlowing itctns need to be subrnittcd
or rcviscd to providc a complctc application packagc:
|.|fyourcmovct|rcr<lcksthatholdthcloadwaycmbankmcntinplacc.showhowthcroadway
will be stabilized.
2. Show how thc bridge dcck is suppoltcd'
3. Please providc both garage slab elevations'
4. plcasc submit inrorrrruiio-n on thc cr.anc (sizc, rcach, out'iggcrs) and analyzc rv6cther thc bridgc
dcck will bc ablc to suppolt thc ct'anc wcight'
5. Whcrc is thc snow storagc arca'l
(r. Show a pan bctwecn ttrc ccgc of thc bridgc dcck and thc cxisting cdge of asphalt' per thc soils
rcport. Rcoal"utot" Ariuc*-ui-i,al.*, Uo*.6 on t +; pon *ith a 2" invcrt' Thc pan rnust tic into thc
;:1TY,::'ifrlfl,i"ift. ror cxtcrior.righting prus cut shccts to make surc thc t'esidcncc complics
with thc Town of Vail lighting otdinancc'
tl. ilre garagc must be connectcd to tltc ltouse by CRFA'
9. Thc sitc covcrage must bc ^t
l5%o' including thc gamgc'
Notes from thc town cnginccling staff:
l. Thc load rnay bc unf;oUtt inihis location' No load cuts can be rnade'
2. Pilcs will bc aimcuriio Arivc duc to the ovct'head elcctric linc'
lfyou havc rny questions. plcasc call mc Lt479-2454'
Vcry trulY Yours'
Christic Bafion
Planner II
{p rot"*rr^ur
E''%,i,EHilH$,-oo,.',
Decenber 22, 1997
Jay Scolnick
1380 17th Street
Denver, CO 8O2O2
subject:Geological Engineering Hazards Evaluatj-on
29335 Basingdale Boulevard, Vail
Lot L9, Block 6, Vail-Intermountain Subdivision
Eagle County, Colorado
Job No. 8899
Dear Mr. Scolnick,
As requested, we visited the subject Lot on October 10, 1ggT Eo assess
geological hazards relative to residential construction and reviewed
fn" r,xp Engineering, Inc. Soil and Foundation Investigation for the
site datedbecember 2, Igg7. The purpose of this letter is to present
our evaluation of geological hazards at the site.
The site is located on a north facing slope below Basingdale Boulevard
at the intersection of Snowberry Drive. ft lot is approxinately L05
feet deep and 95 feet wide along Basingdale Boulevard. The slope is
a steep itop" of io>" for the first 30 feet north of Basingdale Boul-e-
vard and then a 50? slope for the renainder of the property to the
north. It appears the steeper slope is partially road right-of-way
and was constructed as a part of construction of Basingdale Boulevard-
There are existing residences to the east and west below the road.
Vegetation on the site consists of scattered, mature aspen' Spruce'
and pine trees. There is a good cover of native grasses '
A residence is proposed in the southern portions of the site. Autono-
bile access to u g.t.g" at road elevation wiII be via a bridge. We
understand little or no grading is proposed for the development. A
modular horne is to be placed on a foundation.
A geologic reference for the area is the Engineering and Geologic
Haiards -Map Series of Eagle County, Robinson, L975. The rnaps indicate
the sjt. is ]ocated along a colluvia} slope, Qc, bel-ow the base of a
Iarge debris sIide, Qds3-- The Environmental and Engineering Geologic
Map for Land Use indicates the map is in Unit 4Ei, Stable colluvium and
bedrock on moderate to steep slopes.
Materials encountered in the soil and foundation investigation borings
consisted of light brown to reddish brown clayey, gravelly sand to
depths of 8 to f-S feet underlain by weathered bedrock or bedrock' No
grbund water qras encountered in the borings.
Based on our site visit, the published geoLogy maps, and the drilling
results, we interpret the subiurface rnatlrials to consist of colluvial-
deposits underlain by shale and sandstone bedrock. When the elevation
of the bedrock is evaluated, there is a stope to the north of the
bedrock surface, which !0ou1d be expected. There was no indication at
925 Easl 17th Avenue ' Oenver. Colorado 80218-1407
(303) 832-9692 FAX (303) 832'3517
PO Box 28b9
(303) 67.1-0660
EverUrcet), Colota(lo
FAX (303) 6 7.1.0u 13
4
,,r'.auot. tr$ at the rot such as the tirne of our sllEe visit of u
crac)<s along Basingdale Boulevard in the pavement of ttpistol-buttedrl
trees.
The results of our site visit did not identify any geologic hazards
which would prevent the proposed development. The slope appears to be
stable under Present conditions.
It is critical that the proposed developrnent not change. the presently
"t.nt" slope by earthwoi1 or drainage. changes.- Cuts into the slope
and fills on the slope should be avoided, as both types of -grading could destabiLize the slope. Most inportant is control of surface and
subsurface drainage, beca^use increased subsurface rnoisture usualJ.y is
tn" element whici causes slope failures. Runoff from Basingdale
Boulevard should not be allowed to flow onto the site. Runoff from
the structures should be carried well away frorn foundations. If the
runoff is concentrated, it nust be directed to locations where it will
rrol ".ur" erosion or a'arnag" to the property adjacent on the downhifl
side.
we understand pier foundations drilled into bedrock will support the
structures, anb a crawl space has been recomrnended under the house'
For these conditions, buiiding loads will not be irnposed on the sur-
face of slope and wi}l not affect slope stability. Also, no structur-
aI elenents wj-Il rest directly on tie ground iurface, and any soil
creep which nay occur would not have an effect on the structure'
rn conctusion, we believe there are no qeologic conditions which will
prevent development for a single-fanily residence as proposed.. we
recommend fj"nal site plans bq reviewea ry a geotechnical engineer
prior to construct,ion, and the foundation construction should be
observed by the "r,gine'er to check for unanticipated conditions ' If
cuts or fills werd nade on the slope, or if structural loads were
added to the =f"p", we would reconirend a complete slope.stability
analysis be perforrned. This woul-d require additional drilling and
more comprehensive soir testing. we would be pleased to provide
additional consultation in this regard if needed'
If there are anY
Edward o.
Geological
3 copies sent
LKP Engineering, Inc-
ATTN.: Luiza Petrovska
P.O. Box 1452
Avon, Co 8L620
please cal1.
E.O. CHURCH,
T0Wl,l0FVA|L
Department of Community Develapment
75 South Fronmge Road
Vail, Colorado 81657
970-479-2138
FAX 970-47+2452
July 13, 1998
John Railton
Railton-McEvoy Architects
PO Box 430
Avon, CO 81620
Re:Scolnick Residence
2935 Basingdalc Blvd.
Lot 19. Block 6. Intelmountain
Dear John:
At a mecting on July 13, l99tt. the Planning and Environmental Commission approved your
application for a variance to allow for GRFA in thc front setback. No additional conditions wcrc
placcd on thc approval.
You are scheduled on the Dcsign Review Board agenda fol Wednesday. July 15. 1998.
Ifyou have any questions. please call me
^t
(970) 479-2454.
Verv tlulv vours.
0rl^.4*h,
Christie Bafton
Planncr II
{g,r*u,r^ro
ao^-ty Development nrn noutg Form
Greg Hall, Public Works
Todd Oppenheimer, Public Works
Mike McGee. Fire
Rctum To:Christie Barton, Community Development
Return By:
Project Name:Skolnick Residence
Project Address:2935 Basinedale Blvd.
Lot 19. Block 6. lntermountain Subdivision
ect Description:New single family residence
Approved _x_Denied (cite detailed reasons)Approved with conditrons
I .)We have concems about the stability of the road in this location. No road cuts can be made.
2.)If you remove the rocks that hold the roadway embankment in this location, show how the roadway
embankment will be stabilized.
3.)Show how the bridge deck is supported.
4.)Piles will be difficult to drive due to the overhead electric line.
5.)Please provide both garage slab elevations.
6.)Please submit information on the crane(size,reach, outriggers) Analyze whether the bridge deck will be able
to support the crane weight.
7.)Show the staging area for the materials and crane
8.) How many parking spaces are required?. '?' '5
9.)Where is your snow storage area?.
10. )You'll need to place a pan between the edge ofthe bridge deck and the existing edge ofthe asphalt, per your
soils report. Please recalculate your drive way grades based on a 4'pan with a two inch invert. The pan must tie
into the existing curb and gutter.
.)Please submit a title report.TL Pa(ch receive 4116/98 returned 4120198
"ornrrrttty
Development plan Rou
I ting Form
Routed To:Greg Hall, Public Works
Todd Oppenheimer, Public
Mike McGee, Fire
Gary Goodell, Building
Retum To:
Proiect Name:Scolnick Residence
Projcct Address:2935 Basingdale Blvd.
Project Legal:Lot 19, Block 6, Intermountain
Project Description:Revisions to site plan for SFR. I told Sue Railton the attached crane repoft was
insufficient (submitted with the last plan) so I asked her to call thcm again fi
Approved
-x-Denied
(cite detailed reasons) Approved with conditions
Wc havc concems about the stability of the road in this location. No road cuts can be made.
We have somc concetls about the material and crane staging. A 14' widc lane for traffic necds to be maintained
at all times. Please plovide a full traffic control plan including signs, cones and a flag person.
If the clcctric utility seruice is to be intenupted, writtcn notification of the affected prcpefty owners is requircd
l wcek bcfore and 24 hours beforc the effective powcl cut off.
Pleasc show a snow stol'age alea which is accessible with a nlow.
The existing curb and gutter will need to be cut and tlansitioned into thc 4' pan. The flow line ofthe pan should
match that of the existing curb and gutter.
TL Partch received 6l29l9t\ rcviewed/retumed 717198
The Vail Comprehensive Plan encourages the best use of building site to provide
a€sthotic design solutions for projects. We believe that granting this variance
provides an opportunity for the design of a house on this site that is mors pleasing
aesthetically, more compatible with the adjacent houses, and better economically in
providing habitable accommodation for the client than it would be without this
variance.
In reality, these very steep and small lots, with a 15% site coverage restriction, are
fairly useless, as th€y provide insufficient habitabte accommodation and a real
hardship to develop without a variance relief,
This submlssion is accompanied by a site plan, floor plans, and elevations for
review with this requost,
Please contact my office if I can provide any further assistance or information.
nut"' b lr4Y
Legal description: Lot Block b Fitng
Address '.?7
Owner lrrtol ,'
Architect
Zone distict
Lot size r.\o
_ L0.') , 9'' itto*ea gf-E$$trc
zt>l * +Zq =E_6_
675*1 =_
+ (425) (675*) =_
+ 675 = 425 credit plus 250 addition
Docs this rcquest involve a 250 Addition? y' O
How much of the allorved 250 Addition is used with thi s rqUest?-:!/fr
Sitecoverage 151 (",,0'lt,{\ tzTllf,tt'- .
Height
Setback
Landscaping @Z
Retaining Wall Heights
Parking
Garage Credit
Driveway
Complies with TOV Lighting Ordinance
Are finished grades less than 2: I (50%)
Environmental/[Iazards
5(tt/'
3' t6'
Required---J--
fJ<zna'a'/n4
Toal
= z*7s
ZONE CHECK
Phone
Phone
Proposeduse 5 FR-
Buildable area
Toal GRFA
Prooosed
74 7'
Remainins
/^- |-tl
IZTS =
(30@
Front
Sides
Rear
20'
l5'
[ns\
-/-
--Q'--ap1l1-'i
P' Ja'rza^tc:"
Zz-tZ*'
r qg'\''
Minimum lz?3 lLT3 F'll '.1/ :l. .. ./L-
Enclosed
Slope ? %
Ycs- No-
,J(x yes- No- r.t'o <r4<- w?4 - he's< a^r
2,/,,-rq \
l) Percent Slope (< >30%) > >OZ | '
2) Floodplain ," /+
3) Wetlands
4) Water Counc Setback (30) (50) ,l/*
5) Geologic Hazards
a) SnowAvalanche NO
b) Rockfall rJo
c) Debris Flow rJ 0
Prcvious conditions ofapproval (chcckproperty filQ: Nk
Nlft-
3
(3ool60E(eoo) (r2oo) (zr
Permitted Slope b o/o proposed
Isthepropertynon.confonning? Describe:,@ Zl6,Ca: F
!!k rcoyr' floodplain
llk
_-,/
,/
,/z
tr SITE P[.AN
Z- BuildingHeight
./ EncroachmcnE
Z Setback
./ Site Covcnge
-/ EaveVOvcrhangs (4')
/ DcckVBalconies
J Garagcconnection
,/ Site Grade\Slope
',/ RctainingWalls
-/ Fences
',/ Parking/Garagc
/ Turning Radius
Z- Drivcway (access and grade)
Snow Stonge
Fire Acccss
DESIGN REVTEW CHE CKLIST
Projcct:
(
1:Alx,"L
EI SURVEY
__1
r'
Scale
Bcnchmark
Legal description
Lot Size
BuildableArca
EasemenB
Topography
Water Coursc Scback
Environmcnhl Hazards
Trecs
Utility locations
Spot elcvations
Q FLOORPLANS
'/ Scale
U/ GR.FA
y' t< 250 additional GRFA
/ Crawl\Attic Space
lk EHU
tr BUILDINGELEVATIONS
"/ scatc
/ coloilMaterials
-/ RoofPitch
Q LA}IDSCAPE PLAN
./
Pmposed trees
Z- Legend
MISCELLANEOUS
/
/
,/
/
lL Condo Approval
Title report (A & B)
Utility verilication form
Photos ofsite
Building material samples
C.O. Veritrcation
SuntShadc Angles N/k
:/ Utilities(underground)
nlfr- Yi"*Conidon
@l:+/''h'
lL Phtrestrictions
*I[ Memo to Housing Planner if an
,/
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EHU is proposed
q"lr, Cali rhc Pluuilg Surff ai 479-2138
APPLICATION FOR PI,ANNING AND BNV]RONMENTAL
COMNIISSION APPROVAL
lp*ctt-+'. LtoS- lt) - to - o r?
Trrr 14-otrt
GENERAL In-'FORMATION '
This application is for any projcct requiring approval by thc Planning and EnvironmcnLal Commission. For spccific
information. see thc submittal rcquiremcnts for thc particular approval that is rcqucstcd. Thc application can not be
acceptcd unril all rcquircd information is submittcd. Thc projcct may also nccd to bc rcvicwcd by thc Torvn Council
and/or thc Dcsisr Rcvicw Board.
A. TYPE OF APPLICATION:
D Additional GRFA (250)
tr Bcd and Brcaldast
tr Conditional Use Pcrmit
tr Major or E Minor Subdivision
tr Rczoning
tr/ Sign Variancc
biJ Vanancc
tr Zoning Code Amcndmcnt
TcIfiN OF VAIL
tr Ancndmcnt to an Approvcd Dcvclopmcnt Plan
tr Employcc Housing Unit (Typc: )tr Major or tr Minor CCI Extcrior Altcration
(VailVillage)
tr Major or tr Minor CCII Extcrior Altcration
(Lionshead)
tr Special Dcvclopmcnt District
tr Majoror fl MinorAnrcndmcnttoan SDD
B.DESCRIPTION OF THE REQUEST:Z
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ADDRESS:
ZONING:
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BUILDING NAME: W.JJIOK P.Eg N*JC€
DUPLa X
E.NAME OF OWNER(S): JAV
MAiLINGADDRESS:
D PHO
oo
*F. OWNER(S) STGNAT{.jRE(S):6qr
C. NAME OF REPRESENTATTVE:
FEE . SEE THE SUBMITTAL REQUIREMENTS FOR THE APPROPRIATE FEE.
SI]BMIT THIS APPLICATiON, AIL SUBilIITTAL REQUIREIIIENTS AND THE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPMENT, ?5 SOUTH FRONTAGE ROAD,
vArL, coLoRADO 81657.
For Office Usc Only:
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Application our, L(11 1g pECMeetingDur". 1l,t l1i
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57s -
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MAILING ADDRESS:
PHoNE: Q t+Q - Sgq {
tt'
Revircd &96
Ir
Updated 7i 14 9am
6. A request for a major exterior alteration in CC2 and a conditional use perrnit, lo allow for
an outdoor dining deck, located at the Village Center Building (La Tour), 122 East
Meadow Drive/ Block 5E, Vail Village 1st.
Applicant; Fred Hibbard, represented by Snowdon & Hopkins Architects Planner: George Ruther
MOTION: John Schofleld SECOND: Galen Aasland VOTE: 7-0
APPROVED WITH 7 GONDITIONS:
1. That the unpainted soffits on the existing building be painted prior to the issuance
of a Temporary Certificate of Occupancy for the addition.
2. That the applicant provide spot elevations, as deemed necessary by the Public
Works Department, for lhe proposed addition, prior to application for Building
_ Permit. The purpose of the spot elevations is to determine the effects of the
jroposed addition on the surface drainage of the plaza area
3. That the applicant install a snowmell system under lhe entire area of the plaza.
Portions of the plaza have been left unheated pending the proposed
improvements io the Village Center Building.
4. That the applicant replace the non-matching pavers along the curbline in front of
Cleone's and Karat's with the matching pavers that will be removed to
accommodate the footprinl of the new restaurant addition.
5. That the applicant submit detailed drawings of the new landscape planter for the
review and approval by the Town of Vail. The new landscape planter shall be
constructed pursuant to the direction outlined in the Vail Village Urban Design
Guide Plan.
6. That the applicant pay $48,896.17 into the Town of Vail parking fund. The pay-in-
lieu fee is intended to mitigate the increased parking requirement resulting from
the construction of the new addition. The parking fee shall be paid in full prior to
the issuance of a Temporary Certificate of Occupancy.
7. That permanent ski storage be established.
7. A request for a side setback variance, to allow for the construclion of an additional
garage, located at 813 Potato Patch Drive/Lot 1, Block 1, Vail Potato Patch.
Applicant: Liz & Luc Meyer, represented by William Pierce
Planner: Dominic Mauriello
MOTION: John Schofield SECOND:Ann Bishop VOTE:6-0-1 (Tom Weber
recused)
APPROVED
'f
Updatcd 7/14 9am
8. A request for an amendment to a previously approved plan for the Timber Falls
Development, located at 4469 Timber Falls CourUunplatted.
Applicant: RAD Five L.L.C., represented by Greg Amsden Planner: Dominic Mauriello
MOTION: Galen Aasland SECOND: John Schofield VOTE: 6-0
TABLED UNTILAUGUST 10, 1998
9. A request for a worksession of a major exterior alteration in CC2 and the establishment
of a Special Development District for the Antlers at Vail, located at 680 W. Lionshead Pl./
Lot 3, Block 1, Vail Lionshead 4th Filing.
Applicant: Antlers Condominium Association, represented by Robert LeVine Planner: Dominic Mauriello
woRKsEssloN
10. A request for a condilional use permit lo allow for additional antennae on the Mountain
Bell tower, located at 160 Mountain Bell Road/ Unplatted
Applicant: Town of Vail
Planner: George Ruther
MOTION: John Schofield SECOND: Brian Doyon VOTE: 7-0
APPROVED WITH 2 CONDITIONS;
1. That the applicant paint the additional antennae and the appurtenant equipment
an earth{one color (grey/brown), to reduce any visual impact associated with the
installation of the antennae.
2. That The Learning Tree and ABC School be notified of this approval.
11. A request for a rezoning from previously unzoned property owned by the United States
Forest Service and transferred to the Town of Vail pursuant to the Land Ownership
Adjustment Agreement to Primary / Secondary Residential District for property located at
Rockledge Road/portions of United States Forest Service Lot 3, totaling 1.78 acres based
upon the proposed Final Plat (nol yet recorded) of Rockledge Forest Subdivision
prepared by Dennis Shelhorn as Job No. 0332-002 dated February 25, 1998.
Applicant: Town of Vail
Planner: Dominic Mauriello
MOTION: John Schofield SECOND: Galen Aasland VOTE: 7-0
APPROVED
12. A request for a rezoning from previously unzoned property owned by the United States
Forest Service and transfened to the Town of Vail pursuant to the Land Ownership
Adjustment Agreement to Primary / Secondary Residential District and Natural Area
Preservation District for property localed at Ptarmigan Road /Government Lot 2 (1.66
acres) and Lol3 (4.252 acres) created by a survey done in 1995 underthe authority of
the Bureau of Land Management Cadastral Survey.
t
Updatcd 7/14 9em
Applicant: Town of Vail Planner: Dominic Mauriello
MOTION: John Schofield SECOND: Galen Aasland VOTE: 7-0
APPROVED
13. A request for a minor subdivision of Lot G-1 to create a new lot, located al 1410 Buffehr
Creek Road, Lot G-1, Lion's Ridge Subdivision Filing 2.
Applicant; Leroy Schmidt, represented by Eric Johnson Planner: Dominic Mauriello
WITHDRAWN
14. A request for a conditional use permit, to allow for a bed and breakfast operation, located
_al 1779 Siera Trail/Lot 18, Vail Village West Filing #1 .
Applicant: Malin Johnsdotter/ Robert Zeltman
Planner: Chrisiie Barton
TABLED UNTIL AUGUST 24, 1998
15. Information Update
16. Approval of June 22, 1998 minutes.
The applications and information about the proposals are available for public inspection during
regular office hours in the project planneis office located at the Town of Vail Community
Developmenl Department, 75 South Frontage Road.
Sign fanguagb interpretation available upon request with 24 hour notification. Please call 479-2356, Telephone for the
Hearing lmpaired, for information.
Community Development Department
Published July 10, 1S98 in the Vail Trail.
F'orfh AO/CHI
Order No. V258774
poricvi . crttJ2sllz4
AmounE. $49,500.00
SCHEDULE A
Address
LOT 1-9, BLK 5, VAIL
I}TTERMOI]\TTAIN
L. Policy Dat.e: December 30, 1997 at 5:00 p.M.
2. Name of Insured:
SHERYL L. SCOLNICK AI{D JAY SCOLNICK
3. The est.ate or inEerest, in E,he l-and described in thi-s Schedule
and which is covered by thi-s policy is:
A Fac Qimnl o
4. TiEle Eo E,he escate or interest covered by this policy at the date hereof is vested in:
SHERYL L. SCOLNICK AND JAY SCOLNICK
5. The land referred Eo in Ehis policy is situated in EAGLE
CounEy, Colorado, and is described as follows:
LoE 19, BlocK 5, VAIL TM|ERIVIOUNTAIN DEVELOPMENT SI'BDIVISToN,
ACCORDING TO THE RECORDED PIJAT THEREOF, COI]NTY OF EAGLE, STATE
OF COLORADO.
LAND TITLE GUARAI\ITEE COMPANY Page 1 This Policy walid only if Schedule B is attached-
Fo$n AO/CHI
SCHEDI]LE B
This policy does not insure against loss or damage (and the Company will not pay costs, atE,orneys' fees or e>cpenses) which arise by reason of:
General Exceptions:
1. Rights or claims of parties in possession noE shown by the public records.
2. Encroachments, overlaps, boundary line disputes, or ot,her
maEE,ers which would be disclosed by an accurate survev and
inspecE.ion of the premises.
3. Easements, or claims of easemenEs, not shown by the public
records.
4. Any lien, or right to a 1ien, for services, labor, or material
heretofore or hereafter furnished, imposed by law and not shown by the public records.
5. 1997 TAXES NOT YET DUE OR PAYABLE AND ASSESSME}fTS NOT YET CERTTFIED TO THE
TREASURERS OFFICE.
5. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOI]ND TO PENETRATE OR ]NTERSECT THE PREMISES
AS RESERVED IN IINITED STATES PATENT RECORDED April 18, 1,934, IN BOOK 123 AT
PAGE 3.
7, RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN IJNITED STATES PATElilf RECORDED April 1-8, L934,IN BOOK 123 AT PAGE 3.
8. RESTRICTIVE COVENA]iII|S, WHICH DO NOT COIflIAIN A FORFEITURE OR REVERTER
CLAUSE, BUT O}4ITTING RESTRICTIONS, IF ANY, BASED ON RACE, COI,OR, RELIGION,
OR NATIONAL ORIGIN, AS CONTAINED IN INSTRUMENT RECORDED November 17, !97O,IN BOOK 219 AT PAGE l-20 AND AS AMENDED IN INSTRIIMENT RECORDED April 28.t97L, IN BOOK 220 At PAGE 380.
9. UTILTTY EASEMENT FIVE FEET IN WIDTH ALONG ALL T}ilTERIOR LOT LINES AS
RESERVED ON THE PI.AT RECORDED OCTOBER 1 , !978 IN BOOK 218 AT PAGE 799.
ITEM NOS. ]- THROUGH 3 OF THE GENERAL EXCEPTIONS ARE HEREBY DELETED.
rTEM NO. 4 OF THE GENERAL EXCEPTIONS TS DELETED AS TO A]VY LIENS RESULTING
FROM WORK OR MATERIAL CONTRACTED FOR OR FURNISHED AT THE REQUEST OF DOUGLAS E. TALBOT and KATHLEEN S. TALBOT.
CHICAGO TTTLE INSI'RANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS
ARISING FROM WORK OR MATERIAL FURNISHED AT THE REQUEST OF SHERYL L. SCOLNICK AND JAY SCOLNICK.
Paqe 2
At No. v2s8774 $r"" No. crEU2 s8774
Fo.lir AO/:HT Cfr No. V258774 -v- --'
SCHEDULE B
}-r." No. cTEU2 s8774
LAND TIT,h OTPANY GUARANTEE
SHERYL L. SCOLNICK AND JAY SCOI,NICK
1380 r-7TH ST.
DENVER, CO 80202
Dear Customer:
Land Tit.le Guarantee Company is pleased Eo provide you with your Owner's Title Insurance Policy. This val-uable documenE
insures good and marketable title Eo your property. Please review t.he policy in its entirety. We at Land Tj.tle Guarantee
Company beli-eve in providing you, our customer, wit,h a gualiEy
producE which wj-lI serve your needs.
In t,he event you do find any discrepancy, or if you have any
quesEions or comments regarding your final policy, please
contacE t,he following department and we will gladly handle any
requesE you may have as efficiently and quickly as possible.
TITLE DEPARTME}flT
TELEPHONE # (970) 476-225r
FAX # (970) 476-4534
PLEASE REFER TO ORDER NO. V258774
Should you decide to sell the property described in Schedule A, or if you are required to furnish a new title commj-E.menE.for mortgage purposes, you may be entitled to a credit toward
fut.ure title insurance expenses. Land Title Guarantee Company will retain a copy of E,he enclosed Litle policy, and in che -
event. you do need future services, we will be in a posiEion to
again serve you promptly and efficiently.
Thank you very much for giving Land TiEle Guarantee Company the opportunity to serve you.
o
THIS ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Seclion 12-3-6 of the Municipal Code of the
Town of Vail on July 13, 1998, at 2:00 P.M. in lhe Town of Vail Municipal Building. In
consideration of:
A requesl for an amendment to a previously approved plan for the Timber Falls Development,
located at 4469 Timber Falls CourVunplatted.
Applicant: RAD Five L.L.C., represented by Greg Amsden
Planner:Dominic Mauriello
A request for a work session / conceptual review for a major exlerior alteration and an SDD for
the Antlers at Vail, located at 680 W. Lionshead Pl./ Lot 3, Block 1, Lionshead 4th.
Applicant: Antlers Condo Association, represented by Robert LeVine
Planner:Dominic Mauriello
A request for a major exterior alteration in CCI and a conditional use permit, located at the
Village Center Building, 122Easl Meadow Drive/ Block 5E, Vail Village 1st.
Applicant: Owner, represented by Snowdon & Hopkins Architects
Planner:George Ruther
A request for a variance to allow for GRFA in the front setback located at 2935 Basingdale
Blvd./ Lot '19, Block 6, lntermountain.
Applicant: Jay & Sheryl Scolnik, represented by Railton-McEvoy Architects
Planner:Christie Barton
A request for a conditional use permit to install a telecommunication facility at the Vail Mounlain
school, located at 3160 Katsos Ranch Road/ Lot 12, Block 2, Vail Village 121h.
Applicant: Liberty Wirestar Planner: Christie Barton
A requesi for a front setback variance to allow for the construction of an inclined elevator,
located at2701 Davos Trail/Lot 15, Block B, Vail Ridge Subdivision.
Applicant: Craythorne
Planner:Christie Barton
A request for a conditional use permit to allow for an additional antenna on the Mountain Bell
tower, located at 160 Mountain Bell Road/ Unplatted
Applicant: Town of Vail
Planner: George Ruther
A request for a rezoning from previously unzoned property ownedty the Unite States Forest
Service and transferred to the Town of Vail pursuant to the Land Ownership Adjustment
Agreemenl to National Area Preservation District and Primary / Secondary Residential District
foi property located at Rockledge Road/portions of United States Forest Service Lot 3, totaling
1,7b aires-based upon the proposed Final Plat (not yet recorded) of Rockledge Forest
Subdivision prepared by Dennis Shelhorn as Job No. 0332-002 dated February 25' 1998.
Applicant: Town of Vail
Planner:Dominic Mauriello
SCOLNICK RESIDENCE LOT 19 BLOCK 6 INTERMOUNTAIN
NAMES AND ADDRESSES OF PROPERW OWNERS ON EACH SIDE, BEHIND AND
OPPOSITE.
LOT 17:Richard Birchell
2945 Basingdale Blvd
Vail 81657
Michael O'Meara
2801 Basingdale Blvd
Vail 81657
Henry & Harniko Maruyama
5137 Buckingham Place
Troy Ml 48098
Kristen Walter
2940 Basingdale Blvd
Vail 81657
Steve and Mark Kosmos
7505 Dogwood Lane
Parma OH 441 80
Paul and Sharon Treacy
P.O. Box 1627
Vail 81658
Zions Bancorporation
P,O. Box 2079
Colorado Springs CO 80901
LOT 18
LOT 6
LOT 21
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