HomeMy WebLinkAboutBUFFEHR CREEK LOT 19 LEGALTOIIIN OF VAIL
75 S. FROI.ITAGE ROAD
VAIL, CO 8L657
970 -479 -2]-38
APPLICAI\TT
CONTRACTOR
OWNER
Plan check- - - >
Investi.gation>
will call -- - >
DEPARTMENT OF COMMIJNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSTTE AT
PROiIECT TITLE : MCCARTI{EY DECK&ADDITION
ADD/ALT SFR BUILD PERMIT Permit #:
";;''.pg:t":i
408. OO
- 00
409.00
408. OO
-00
Description:FoIINDATION TO ADD 200 SQ FT OF LIVNumberEof Dwelling Unit.s: 001
Town of Vail Adjusted Valuation: 4,500
Fireplace Informalion: ReetricEed: YES *of cas Appliances:
iIOb AddrESS: ]-984 BI]FFEHR CREEK RD
LOCATION. . .: L984 BIJFFEHR CREEK RD
Parcel No. . : 2LO3-L23-02-005
Project. No. : PttifoO-0L62
ACIIELPOHL CONSTRUSIION
P.O BOX 2432, VArL, CO 81658
ACHELPOHL CONSTRUCTION
P.O BOX 2432, VArL, CO 81558
MCCARTNEY BRIAN G - BABIJ LINDA
1984 BUFFER CREEK RD, VAIL CO 8]-657
*Of GaE Loge:
TIMES
B0 0 - 0144
SEaLus...: ISSIIED
Applied..: 05/2O/2000
Issued...: 05/29/2OOO
Expires. . : L2/26/2OOO
Phone: 970-47L-2364
Phone z 970-47L-2354
Phone: 970-476-7380
Sof wood/Pal-leE:
FEE SU!4MARY
95.00 R€stuarant PIan Revielr- - >
95. O0 DRB Fee--------
95.00 Recreation Fee---------->
al ai--II^
TOTAL FEES-----
.00 Total calculated Fccs--->
20-O0 additional Fees-------- >
.00 Total Permit Pcc-------->
4O8.OO BALANCE DUE----
IEem:05100
06 / 2L /2000
06/22/2000
05 /26 / 2OOO
IEem:05400
06 / 2L/20oo
06 / 22 /2000It.em:05600
05/2L/2000
It.em:05500
06/2L/2000
06/2t/2000
05/2L/2000
KATHY AcLion: APPR
PIJBLIC WORKS
KATHY AcElon: APPRKATHY AcI,ion: CANCKATHY Act,ion: NOTE
N/A
N/A
DRB CONDITI
ROUTED INFO
BUILDING DEPARTIIENT Dept: BUILDING Division:
KATHY ACTiON: NOTE ROIITED TO C}IARLIE
KATHY ACt.i-ON: NOTE OFFICE SET TO CHARLIE
CHARLIE Act.ion: APPR charlie davis
PLANNING DEPARTTvIEI{| Dept: PTANNING Division:
KATHY ACI,1ON: NOTE ROUTED TO BRENT
BWTLSON Action: APPR FOITNDATION ONLY 6,,/22
FIRE DEPARTI,4ENT Dept: FIRE Diwision:
DepE: PIJB WORK Division:
Dev.
05/2e/2ooo LSANDoVA Action: APPR APPRovE{lean-Up DepOSit RefUnd
see Page 2 of t,his Document for any condition"zutL?Utfi$y- date
DECLARATIONS
brmiE..
I heleby acknowledge that I have r:ead this application, filled out in fulf thc information required, conpleeed an accurate plot
plan, a'r!d alaee !ha! aL1 lhe informaEion provided as required i6 cotrecE. I agree to cornply lriEh the information and plol pLan,
to conply with all Toirn ordinanceB and state lawE, and to bui.ld thi6 Btructure according to the T0!rrr'6 zoning and olrbdivision
codes, dcoign reviet approwed, Unifonn Building Cod€ and other o:.dinances of the Town applicable tshereto.
REQUESTS FOR INSPEC=IONS SHALL BE MADE TWBMY-FoI'R HOI'RS IN AD\,ANCE BY TBLEPHONB AT 479-2138 OR AT OUR OFFICE FROM B:oo AM 5:00 PM
gcnd clcan-Up DepoBib To: ACHEITPOHL CoNSTRUCTION SIGIGTURE OF OI{NER OR CONTRACTOR FOR H]MSELF AI,ID OWNER
PAGE 2
***************************************************************************JrJr*Jr*
COND]TIONS OF APPROVAL
PermiE #: 800-0L44 as of 06/29/00 Status: ISSITED********************************************************************************
Permir T)pe: ADD/ALT SFR BUILD PERMTT Applied: 06/20/2000
Applicant: ACHELPOHL, CONSTRUCTION Issued: 06/29/2000
iIOb AddrCSS: 1984 BUFFEHR CREEK RD
LOCATiON: ]-984 BUFFEHR CREEK RD
Parcel No: 2LO3 -1,23-02-006
********************************************************************************
CONDITIONS********************************************************************************
]". FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCB.
2. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.31_0.5.1 0F THE 1997 I'BC.
TOWN OF VAIL
75 S. FRONTAGEROAD
VAIL, CO 8I657
970-479-2138
oetrH.rsNr oF coMMrJNrry DEVELopNtT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
ADD/ALT SFR BUILD PERMIT Pcrmit #: 800-0150
Job Address: l9tl4 BUFFEHR CREEK RD VAIL Status . . . : FINAL
Location.....: 1984 BUFFEHR CREEK RD Applied . . : 0613012000
Parccl No...: 210312302006 Issued. . : 07/13/2000
ProjcctNo : PLSOO-O162- Expires. .: 10/30/2000
APPLICAIVT ACHELPOHL CONSTRUCTION O7/03/2000 Phone: 970-47I-2364
P.O BOX 2432
VAIL, CO
8 r_6 58
License: 404-8 AIso is CONTRACTOR
CONTRACTOR ACHELPOHL CONSTRUCTION 07/03/2000 Phone: 97O-47L-2364
P.O BOX 2432
VAIL, CO
815s I
License: 404-8 Also is Applicant
OWNER MCCARTNEY BRIAN G - BAEIL LIN07/O3/2O0O Phone: 970-475-7380
1984 BUFFER CREEK RD
VAIL CO
816 57
License:
Desciption: BUILD ADDITION.NEW EXT FINISHES & ROOFOccupancy Type Factor Sq Feet
Totals. . . 2I4 $141,000.00*
Number of Dwelling Units: I Toun of Vail Adjusted Valuation: $141.000.00
Fireplace lnlbrmation: Restricted: YES ! ofGas Applianccs: 0 H ofcas l,ogs: I tl of Wood Pallet: 0
**,rt,tt,ir,ii,a*********aattttt
so.0o
s0.00
FllE SLr\,ll\{ARY
Iluilding-- 9904. O0 Restuarant Plon Revie\r--:SO. OO .fotal Calculated Fecs_ 92,443.10
Plan Check-;.. 5904. oo DRB Fce---------: S1oo. oo Addilional F'ces-----------
hlvcstigation-.,
Will Call---'
S0.00 Recreationljcc-------S32 .10 fotal Permit l;ec----------r S2,443 - 10
53.00 Clean-up Dcposil-------' S500.00 Paynenls----------, 52,443.10
'toTAI- FI.;DS-------., 52 . 443 . 10 II:\L.,\NCE, Dt;li----,.
Approvals:Item: 05100 BUILDING DEPARTMNT
o7/o3/2OOO KATITY Action: NOTE ROII|ED TO CHARLIE
07/tO/2000 CHARLIE Action: APPR CIARLIE DAVIS
ftem: 05400 PIJANNING DEPARTMENT
07/03/2000 KATITY Action: NOTE ROUTED TO BRENT
0'1 /O5/2O00 BWILSON Action: APPR
Item: 05500 FIRE DEPARTMEIiTT
07/03/2000 KATIIY Action: APPR N/A
Item: 05500 PUBLIC WORKS
07/03/2000 KATIIY Action: NOTE RO1ITED TO LEONARD
O7/13/2OOO KATIIY Action: APPR VERBAL APPR FROM LEONARD
07/L4/ilOOO LSANDOVA v Action: APPR APPROVED
See page 2 ofthis 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, desigrr review approved.
Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FoR INSPECTIoN SHALLBE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
Send Clean-up Deposit To: ACHELPOHL CONSTRLTnON
SIGNATTIRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNE
PAGE 2
***********+*****{r*****{.************ **************************************************************** ****
CONDITIONS OF APPROVAL
Permit #: 800-0150 as of I l-20-2000 Status: FINAL
**************************************************************************** ****** * * * * * * ** ** * * ** * * * * * * * *
Permit Tlpe: ADD/ALT SFR BTIILD PERMIT Applied: 06/30/2000
ApplicanL ACHELPOHL CONSTRUCTION Issued: 07/13/2000
Job Address: 1984 BUFFEHR CREEK RD VAIL
Location: 1984 BUFFEHR CREEK RD
ParcelNo: 210312302006
****+********{.*******+************* *+************++********+************************** **************+*ri*
CONDITIONS
* * * * * * ** * * ** * ** * * * * * * * * * * * * * * * * *** * * * * * * * * * * * ** * * * * * * * * * ** + * * * * * ** * * * * * * * * * + * * * * * * * * * * * ** * * * * ** * * ** * * * * *
Cond: 12
FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE,
Cond: 16
SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.3 10.6. I
OF THE 1997 UBC.
MWNOFYAIL
75 S. Frontage Rd.
Vail, Colora-do 81657
AppLrcATroNOr. no, BE AccEprED rF rNcoMplElah u
Project #:
Building Permit #:
97 O- 47 9-2149 (Inspections)
noaTlor^-r/ -Dtt)L! - FasT -TE5cr_
RMIT APP
Separate Permits are req ctrical, plumbing, mcchanical. etc. !
ContaLt Assessors Offtce at 97O-328-8640 or visit for Parcel #
Parcef # ZtO3/A VOaoO6
Job Name: N\cCartn"-r f{ss 1do.-c--I
Job Address: lqe{ B,.rtfer.rCftd<,\);l
Legal Description Lot: lq Block:Filing:subdivision: B.r4f.fnr Cl eaL-
owners Name: Hcca/+ns{ | fsabt Address: lq8t B.rJfchr Gql<Phone: {+o - 4?L - ?)ao
Architect/Desiqner: ..- tt. l{aeuApo Address: 6* 3af rloir Phone: &{?{,,- Er gt
Engineer:Address: ",Phone:
Detailed description of work: AAd,i\i ,t-
Siclrtrq r o'aA grcL .r. sj-cco
Liui^rc-Ar.e-- * /,oc.4.'
I r'e.yaeeA t@o/ *.s$nq / .l-d: .1.+ ,aaret I coqJ*
,'cF
#c"l
Work Class: New ( )Addition ( )9 Remodel (x )Repair ( ) Demo ( )o,@rX Fro"qsno-i)
Work Type: Interior ( ) Exterior ( ) Both (r<;Does an EHU exist at this locatio-*l'r.----Jes-{-}.--P{'5( )
Type of Bldg.: Single-family ({ Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: I 6No. of Accommodation Units in this buildinq:
No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) WoodiPellet ( ) Wood Burning (
No/Typeof FireplacesProposed: GasAppliances( ) GasLoqs(l) Wood/Pellet( ) WoodBurninq(NOTALLOWED)
Does a Fire Alarm Exist: Yes ( ) t'lo ( >0 Does a Fire Sprinkler System Exist: Yes ( ) :lo (X )#-v)
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & MaterialsFOBUI
CONTRACTOR IN FORMATION
BUILDING: $
TOTAI,: SMECHANICAL: $
trl:U\D CI-EANUP DEPOSI'f 'l'():
General Contractor:Town of Vail Req. No.:
+AL+B
Contact and Phone #'s:#*.lo3to -t827-
Contractor
**:?***********-!***************^g******n *FOR OFFICE USE ONLY*********************^t**+*****-g:'r****:!
Public Way Permit Fee:Date Received:
Sotus zsora .6i- ExcbyxttorrJ
..,^.^-^$cPI--Yl^Hla stqs- orr
r :/evervone/Iorms/Dloqoerm
rrc\3TLrnPeo Euno. PuArsALL gl}qrx>q ConcrnBo -fD S\TE
JUN ? 0 2000
TOV.COM.DEV.
PI
Ouestions? Call the Buildinq Team at 479-2325
Depa rtment of Community Development
Project Name:
Project Address:
/ This Checklist must be completed before a Buildino Permit application is
accepted.
o All pages of application is complete
{ Uas DRB approval obtained (if required) Provide a copy of approval form
A Condominium Association letter of approval attached if project is a Multi-Family complex
o/Complete site plan submitted
nJl lE Public Way Permit application included if applicable (refer to Public Works checklist)
Jl P Staging plan included (refer to Public Works checklist) No dumpster.parkinq or material storaqe
allowed on roadways and shoulders without written aporoval
/A.b"rt"r *., *rd ,"sults submitted if demolition is occurring/ Architect stamp and signature (All Commercial and Multi fa;ily)
r Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
o Window and door schedule
q Full structural plans, including design criteria (ie.loads)
D Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
s/ Soits Report must be submitted prior to footing inspection
o Fire resistive assemblies specified and penetrations indicated
u Smoke detectors shown on plans
{ types and quantity of fireplaces shown
Applicanfs Signature:
Date of submittal:
F :/everyone/forms/bldpermZ
Received By:
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
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
depaftments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as posslble.
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
Signature
Project Name:
Date:
F: everyone/forms/bldperm3
Monroe & Newell
Ilnllinccr s, In('.
Ntr'RROVED
Ccmi'nunii'y DeveloPment
DePartment
Building Safety & Insp€ction
Seryba
TOWNOFVUT
Date:
June 6,2000
70 lle n< hmark Roacl
(.9:O) 941)-7168
Suitc 204 . P () IJ()x
FAX (9r0) 9.19-.r05-i .
u|y othcr ord
INITIALS:
Prepared By:
Monroe & Newell Engineers Inc.
PO Box 1597
Avon. Colorado
1597 . A\'()n, Color:rdo 81620
enlail: r'n n c l)gl s (.r vl ll nct
STRUCTURAL FRAMING PLANS,
DETAILS AND GENERAL NOTES
FOR THE
McCARTNEY RENOVATI
Tes4BUFFEHRcREE*ffi trfr *#iT;#tr"tffi:H?'Jll#:ii*'ffi,- - - - XS;t ."iitti r d i p-ir f'' r air approval of'-arv vbladm d
Foiit. om"isons of rhir codc or of rny orbcr ordir&cr of
'hc
jt"tdi*91
VAIL, EAGLE COUNTY, @f$ei$fi[tl; aurtrority o vi6larc or cancct tlr provirionr of ttdr
^ ' - - ' -cod"; ;ftc, oruinan-ccs of ltrc judsdictiot shal not bc vdid'
fri-iii"-." of a pcrmit buci on ptrns, spccihcaions. rnd.cba dal 6Il
crnn in said Plans'
opcrstions bein r rlc:.'undcr rr'lrn r:l violatiou ol thir codo c o(
iJ oi"*i ,rt" buildiqS,*offrcial from thenafter rcqliria3 tho corcai.o ol
;:: i;:;;; 'i"".. #;?,brrrors and other cru' or film prs{ccbg boibil;
['P
Monroe *ewell ," Ac(*eleY
Engineers, Inc- sHFFr"
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C'l=loo
car ar-tr_arEl av-....._.-
No. oF
CHECKED AY
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Pg-'elltu.Ae?oxt 6N PetP lArrt> Extg'.
loollpL 4 Ll*tt
WALL
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June 2000
MoCARTNEY REMODEL
FOUNDATION NOTES:
1. Datum elevation 100'-0". Equals existing floor elevation.
2. [xxx'-x"] indicates top of foundation wall elevation.
3. Contractor shall follow all requirements listed in soils report.
4. Contractor to coordinate all dimensions and details with architectural drawings.
5. Center footings under walls and columns unless dimensioned otherwise on foundation
plan.
0
A
ru
oMonroe &-Irlewell
Eng;lneers, Inc.SHEET NO .S
-" |r.cattzf
oF--------+---f,---* 6l sl o-
CHECKEO BY
CALCULA]ED AY
PROJECT: MCCARTNEY RESIDE
M&N #4558
DATE: JUNE 6.2000
1. LIVE LOADS USED IN DESIGN:
A. ROOF (2:12 SLOPE)
B. WPICAL FLOOR
GENEML NOTES
1OO PSF
40 PSF
C. WIND1. BASIC WIND SPEED BO MPH
2. EXPOSURE B
D. EARTHQUAKE ZONE I
E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE.
2. TESTING:
A. CONTMCTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REQUIRED
BY THE PROJECT SPECIFICATIONS. THE TESTING PROGRAM SHALL BE COORDINATED WITH
THE PROJECT OWNER. ARCHITECT AND STRUCTURAL ENGINEER.
B. IN THEABSENCE OF OTHER REQUIREMENTS, THE CONTRACTORSHALL FURNISH
INDEPENDENT TESTING OF SOIL COMPACTION, CAST-IN.PLACE CONCRETE
STRENGTH AND REINFORCING, STRUCTURAL STEEL BOLTING AND WELDING
TO THE EXTENT NECESSARY TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE
CONSTRUCTION DOCUMENTS.
3. FOUNDATIONS:
A. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3OOO PSF. THE
CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION
EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS
EQUAL TO OR GREATER THAN ASSUMED.
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS
SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH
APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF
48" BELOW EXTERIOR GRADE.
C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY
COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE
coMpAcTED TO 95% (MTNTMUM) MODTFTED PROCTOR DENSTTY PER ASTM D1557 UNLESS
OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED
REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. (RE: SOIL REPORT FOR
DESCRIPTION OF BEARING SOIL.)
D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH
MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS
REPORT FOR BACKFILL MATERIAL.
E. NO BACKFILLING SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL ALL ATTACHED
FLOOR LEVELS ARE IN PLACE AND PROPERLY ANCHORED WHICH ATTACH TO THE
RESPECTIVE WALLS. CONCRETE SLABS SHALL BE PROPERLY CURED.
F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE
4.
NOTED ON PLANS.I
CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL
UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE
TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB ON GRADE.
NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE
INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE.
SLAB ON GRADE
A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT
ACCORDANCE WITH THE PROJECT SOILS REPORT. THE CONTRACTOR SHALL DIRECT
QUESTIONS REGARDING THE SUBGRADE PREPARATION REOUIREMENTS TO THE
GEOTECHNICAL ENGINEER.
B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO
BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS
FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED.
REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER
OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND
OTHER PORTIONS OF THE SUPERSTRUCTURE.
CONCRETE:
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE
AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:
MAXW/C RATIO % AIR REQ.
6112 (+l- 1 112%)
6 112 (+l- 1 1l2o/o)
(r.
H.
D.
E.
5.
CONCRETE ITEM
FOOTINGS
FOUNDATION WALLS
SLABS ON GRADE
EXTERIOR CONCRETE
F'C MIXTYPE
3000 psi STD
3000 Dsi STD
3000 osi STD 0.50
4000 psi CNA 0.45
o.
B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH
LETTER INDICATING COST REDUCTION AT TIME OF BID, THE MODULUS OF ELASTICITY OF
ALL CONCRETE SHALL EXCEED WC1.5 33./T'C (ON 57,OOO.IF'C NORMAL WEIGHT
coNcRETE).
C. CONTRACTOR SHALL TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS SHALL BE SPACED
12 FEET AND TROWELCUT 114 OF SLAB DEPTH X 3/16" WIDE. CARRY ALL SLAB
REINFORCEMENT THROUGH JOINT.
SLABS. TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A
HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE
ENGINEER.
ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH
ACI BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE. USE STANDARD
HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE
WORK SHALL HAVE 3/4 INCH CHAMFER.
REINFORCEMENT:
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM
B.
A 615, .RADE uo ,lrt tEs, stRRUps AND ,*ra o*"t wHtcH
'HALL
BE
DEFORMED BARS, ASTM DESIGNATION 4615, GRADE 40 OR ASTM A 706 GRADE 60.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED
ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
REIN FORCEMENT PROTECTION:
1. CONCRETE POURED AGAINST EARTH 3"
2. CONCRETE POURED lN FORMS (EXPOSED TO WEATHER OR EARTH) 2"
3. COLUMNS AND BEAMS (TlE BARS) 1-112"
4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 314"
REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH
SECTIONS 7.5,7.6 AND 7.7 OF ACI 318, LATEST EDITION.
NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED
BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM
OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF BO BAR
DIAMETERS FOR #7 AND #B REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL
BARS CONTINUOUS AROUND CORNERS.
PLACE TWO #5 (PER B" THICKNESS) WITH 2'.0 PROJECTION AROUND ALL OPENINGS IN
CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'.0 DIAGONALLY AT
EACH CORNER.
CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS
FOLLOWS: TOP BARS AT MIDSPAN. BOTTOM BARS OVER SUPPORTS.
D.
E.
F.
t.
7.STRUCTURAL STEEL:
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM 436 EXCEPT PIPE COLUMNS WHICH
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A5OO, GRADE B, LATEST
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION.
MISCELLANEOUS EMBEDDED ITEMS SHALL BE 436 STEEL.
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A3O7 UNLESS NOTED
OTHERWISE.
C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION."
UNLESS OTHERWISE NOTED. USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL
BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION" TABLE II-A WITH A325.N BOLTS OR
WELDED EQUIVALENT. SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD
CAPACITY FOR EACH GIVEN BEAM AND SPAN.
ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIEry
STANDARD OUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1.
MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16'CONTINUOUS FILLET
UNLESS OTHERWISE NOTED.
8.NON-SHRINK GROUT:
NON-SHRINK GROUT SHALL BE PROVIDED:
1. BETWEEN STEEL COLUMN BASES AND CONCRETE SUPPORTS.
2. BETWEEN BEAMS OR BEAM BEARING PLATESAND CONCRETE SUPPORTS.
3. GROUT SHALL BE COMPLETE PRIOR TO ADDING BUILDING LOADS ABOVE-
D.
E.
F.
9. WOOp:
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO UNIFORM BUILDING
CODE AS FOLLOWS:
2" THICK - 4'TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI
2"TO4"TH|CK-6"&WIDER NO.2Fb= 900PSl
5" THICK - 5" & WIDER NO. 1 Fb = '1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR TO
ALLOWABLE STRESS INCREASES.
B, PROVIDE CROSS BRIDGING NOT OVER B'ON CENTER FOR ALL 2X WOOD JOISTS AND
2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS.
C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE
TABLE 23.1.1-B-,I UNLESS OTHERWISE NOTED.
D. LAMINATED BEAMS
1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12
PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN
ARE NET.
2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF
STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC.
3. PROVIDE UNITS CONFORMING TO AITC 117,24FV8, D.F. FOR CONTINUOUS MEMBERS
AND CANTILEVERS AND 24FV4,D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS
SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED
ON EACH MEMBER.
E. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE
IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
ASSOCIATION.
2, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TMDEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S,
PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL
BE OF THE EXTERIOR TYPE.
3. FOR FLOORING USE 3/4'T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED AT
4" O.C.ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS.
4. FOR ROOF USE 5/8'(40/20 SPAN RATTNG) EXPOSURE I SHEATHTNG NAILED AT 4"
O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS.
5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 112" EXPOSURE I SHEATHING
NAILED AT 6" O,C. ALONG PANEL EDGES.
6, FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.
7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
GROOVE PANELS OR SOLID WOOD BLOCKING BETWEEN SUPPORTS.
F. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
SHALL BE "BCI.JOIST" AS MANUFACTURED BY BOISE CASCADE CORPORATION.
ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES
SHALL HAVE A LOAD CAPACITY IN BENDING. SHEAR. AND DEFLECTION EQUAL TO OR
GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO
BE AS REOUIRED BY THE JOIST MANUFACTURER.
G. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS
cApACrrES: ,, = t PSl, E = 2,000,000 PSl, F6 = 750 PSl, ol ru, PSl. BUILT uP MEMBERS
SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4" WIDE MEMBERS.
10. NON-STRUCTURALELEMENTS:
A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED
BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL
MOVEMENTS.
B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
ALL CODE REQUTREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED
UNRESTRAINED UNLESS OTHERWISE NOTED.
11. GENERAL:
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND
ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS, AND
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER
ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON
ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF
HIS ITEMS.
D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE EARTH.
E. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL
STEEL AND TIMBER TRUSSES. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR
TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE
CONTRACTOR.
F. WATERPROOFING. VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN
ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
G. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR
WALLS AS SPECIFIED IN SECTIONS 1403.6.4.2 AND 1403.6.4.3 OF THE UNIFORM BUILDING
CODE.
H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST
ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS.
I. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE
DIFFERENT THAN ASSUMED. NOTIFY ENGINEER.
.&F#^
June 5. 2000
Brian McCartney
1984 Buffer Creek Road
Vail, Colorado 81657
Project:
Professional Services
Hepworth-Pawlak Geotechnical. Inc. (H-P GEOTECH) agrees to perfbrm the services outlined
below. The CLIENT may subsequently amend the scope of services with the concurrence of H-P
GEOTECH. Services provided by H-P GEOTECH will be consistent with the engineering
standards prevailing at the time and in the area that the work is performed; no warranty, expressed
or implied.' is intended. CLIENT is responsible to provide the information known to be existing
regarding the project as it applies to the execution of H-P GEOTECH's work. Please note the
attached terms and conditions are a part of this agreement and contain a limitation of liability
clause.
Scope of Services
Make a site visit to observe the soils exposed in the addition excavation and provide an opinion
on their suitability for fbundation support. You have assumed spread footings bearing on the
natural soils as the foundation type. Subsurface exploration to evaluate the soils within the loaded
depth of the foundation influence is not requested. Variations in the subsurface conditions not
identified could increase the risk of foundation movement and building distress. Present the
findin-es of the work performed in a letter report.
Fee
Our fee will be based on the unit costs listed on the attached Fee Schedule and other costs needed
to perform our work. We estimate our total fee for the scope of services to be about $400.
Termination
This agreement may be terminated by either party upon reasonable written notice. All work will
be stopped and fees will be calculated to include all work done and materials used or ordered.
Acceptance
We are proceeding with the above scope of work based on the verbal authorization by you on June
5, 2000. If this agreement is not returned before work commences. we assume that you accept
this asreement.
HEPWORTH - PAWLAK GEOTECHNICAL. INC. CLIENT T+
"o*l'
.,= '$t
Observation of Excavation.
Road. Vail. Colorado
HEPWORTH IWLAK GEOTECHNIcAL, INc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
e-mail : hpgeo@hpgeotech.com
PROFESSIONAL SERVICES AGREEMENT
Job No. 100 47'l
Phone: 331-5937 (cell)
Proposed Addition to Residence, 1984 Buffer Creek
Steven L. Pawlak. P.E,.
/kk
by
d 5O2O County Road 1 54
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
e-mail: hpgeo@hpgeotech.com
FEE SCHEDI.,LE
GLENWOOD SPR]NGS
PROFESSIONAL SERVICES
FIELD INVESTIGATION
Truck-mounted drill rig $120-$160ihour
Mobilization $2.751m11e
All-terraindrillrig .... Cost+zl%
Crewtravel ..... $35/mar/hour
Specialequipment(backhoe, drillbits, wellsupplies, etc.) .. .... Cost +20%
Field Engineer or Technician . . . $50-$65/hour
Overtime (over 8 hours/day, Saturday, Sundays, Holidays) 1.5 x hourly rate
LABORATORY TESTING
Fee schedule available on request.
CONSTRUCTION OBSERVATION AND MATERIALS TESTING
Fee schedule available on request.
ENGINEERING
(Includes project planning, administration, analysis, consultation, report preparation, field
and travel time. Expert witness service has a 50% premium hourly rate.)
Principal $120/hour
Project Manager $100/hour
Senior Project Engineer/Geologist . $9O/hour
Project Engineer/Geologist . $8O/hour
Staff Engineer/Geologist $60-$70/hour
CAD/DraftinC.... $55/hour
WordProcessing .. $40/hour
OTHER DIRECT CHARGES
,,,*o,,,;WLAK GEOTECHNICAL. INC.
Auto or pickup mileage $35/day
Out of town living expenses, equipment rental, supplies, etc.
+ $.45lmile
Cost * 20Vo
REMARKS
1.5% pet month interest charged 30 days after invoice date. Up to three copies of report
provided for each project.
Terms and Couditions on Back Effectiv€ January 1, 2000
TERMS AND COi{DITIONS
STANDARD OF CARE: Services performed by I{EPWORTH-PAWLAK GEOTECHMCAL, INC. (referred to as HP
GEOTECH) under this Agreement will be conducted in a marurer consistenl with that level of care and skill ordinarily exercised
by members of the profession currently practicing under similar conditions in the same locale. No warranty, express or implied,
is made or intended by the proposal for consulting services or by fumishing oral or written reports ofthe findings made, The client
recognizes that subsurface conditions may vary from those encountered at the location where borings , tests or explorations are made
by HP GEOTECH and that the data, interpretations and recommendations of HP GEOTECH are based solely upon the data
available to HP GEOTECH. HP GEOTECH will be responsible for those data, interpretations, and recommendations, but shall
not be responsible for the interpreutions by others of the information developed.
LIMITATION OF LIABILITY: The client agrees to limit HP GEOTECH and its employees, directors, officers and subconsultants
liability to the client arising from or in any way related to the Project or the Agreement including professional acts, errors, or
omissions or breach of contract or other cause of action, such that the total aggregate liability of HP GEOTECH, including
reasonable attorney's fees and expert witness' fees, to all those named shall not exceed $50,000 or HP GEOTECH's total fee for
the services rendered on this Project, whichever is grealer, and client hereby releases HP GEOTECH and ils employees, directors,
officers and subconsultants ftom anv liabiliw above such amount.
SITE ACCESSI Unless otherwise agreed, the client will furnish HP GEOTECH with right-of-access to the site in order to conduct
the planned exploration, While HP GEOTECH wilt take reasonable precautions to limit damage to the propeffy, it is understood
by the client that in the normal course ofwork some damage may occur, the restoration of which is not part of this Agreement and
shall not be the obligation of HP GEOTECH. Unless otherwise agreed, the client will secure all necessary approvals, permits,
licenses and consents necessary to the performance of the services hereunder.
UTILITIES: In the performance of its work, HP GEOTECH will take reasonable precautions to avoid damage or injury to
subterranean stmctures or utilities. The client agrees to hold HP GEOTECH harmless and indemni! HP GEOTECH for any
claims, payments or other liability, including attorney's fees and costs, incurred by HP GEOTECH for any damages to subterranean
slructures or utilities which are not called to HP GEOTECH'S attention and correctly shown on the plans furnished to HP
GEOTECH.
UNANTICIPATED HAZARDOUS MATERLALS: Ir shall be the duty of the owner, the client, or their representative to advise
HP GEOTECH of any known or suspected hazardous substances which may exist on or near any premises upon which work is to
be performed by HP GEOTECH's employees, agenrs or subcontractors. If HP GEOTECH observes or suspects the existence of
unanticipated hazardous materials during the course ofproviding services, HP GEOTECH may at its option terminate furtber work
on the project and notiry clienl of the condition. Services will be resumed only after a renegotiation of scope of services and fees.
In the evenl rhat such renegotiarion cannor occur to the sarisfaction of HP GEOTECH, HP GEOTECH may at its option terminate
this contract.
INVOICES: HP GEOTECH will submit invoices to rhe client monthly and a final bill upon completion of services. Pa]ment is
due upon presentation of invoice and is pasr due thirty (30) days from the invoice date. Client agrees to pay a finance charge of
one and one half percent (lVVo) per month on past due accounts. Client also agrees to pay all costs and expenses, including
reasonable attorney's fees incurred by HP GEOTECH relating to collection procedures on overdue accounts.
OWNERSHIP OF DOCIJ'1\4ENTS: All repons, boring togs, field data, field notes, laboratory test data, calculations, estitnates
and other documents prepared by HP GEOTECH as instruments of service, shall remain the property ofIIP GEOTECH unless
there are other contractual agreements.
SAMPLES: Hp GEOTECH will rerain all soil and rock samples that are ransported to HP GEOTECH'S laboratories until
submission of the project report. Futther storage or transfer of samples can be made at client's expense upon written request.
DISPUTE RESOLIITION: Atl claims, disputes and other matters in controversy between HP GEOTECH and client arising out
of or in any way related to this Agreement will be submitrcd to "alternative dispute resolution" (ADR) such as mediation and/or
arbiration, before and as a cordition precedent to other remedies provided by law. If and to the extent client and HP GEOTECH
have agreed on methods for resolving such disputes, then such methods will be set forth in the "Alternative Dispute Resolution
Agrement' which, if attached, is incorporaEd and made a part of this Agreement.
Ifa dispute at law arises related to the services provided under this Agreement and that dispute requires litigation instead ofADR
as provided above, then:
l) The claim witl be brought and ried injudicial jurisdiction ofthe court ofthe county where HP GEOTECH's principal place
of business is located and client waives the right to remove the action to any other county or judicial jurisdiction, and
2) The prevailing parry willbe entitled to recovery ofall reasonable costs incurred, including staff time, court costs, aftorney's
fees, and other claim related expenses.
January, 2000
JUN-|A-ZAAA t2tAL H-T UE.U I E.LNI
IleDworih.Parvhk Gmre+huicn t ' lnc'
50iO County Road 154
Cti"t"nnd Srr.iogs, Coloraalo sii;01
Pbose; 970'945'7988
Fax:970-95'8454
hpgeo@hPgeoteclrom
June 13, 2000
Brian McCarueY
1984 Buffehr Creek Road
vail, Colorado 81657 Job No' 100 477
Subject: observatiou of Excavatiou, hoposed Arlclirion, 1984 Buffehr.Creek
Roatt, Vail, Colorado fii
I )crrr Mr, Ifir;(.)artle.y :
As ,.;:qircsted, A rClrrcscniaiivc cl'iiicpw0r't!r-Patvkilt Gco(t:t:'l'iiicirl, 111r'J. 11i'i51;l vclcl llit:
t:xsavatioir ff thc sr:hjci.t sitc olt.tuiic 6, 2fJ('0 io cvitluatr': thc soiJs c:xpo'strci f:ri
ibiilitltr(ilIr $r,ri)poft. T'!r,.. firicli'.rg,,r ol'0t,r w0rk it:rcl l'ci.uJtrlrricnciatit;r.l'r f'::f llrr: ;'<'rtr:rrlaiion
Ccsign ar,: i:rcscnl:e<i ir tliis t'cjriri. 'i'.[e woli' rvaS t]Ont: iir accotclatlr:t' $":tli (rlrt:
og.,*rrrra|t, lbr ge<lt.ctc!,rl!c;al cngi;rcc:ril!g ]s(:rvicrcs to yoll' cllltccl Jtrrit: 't' 2000'
Tile pr.oposed arldidon will be a I aud 2 story wood fiat[e structure attached to the
exisdug lesidence. spreaa footings sized for au allowable bearing plessure of 2'000 psf
were assumed for the addition ruipott. ,fhe ground floor will bc slab-on-grade'
At the time of our visit to the sirc, ttrc foundation excavauon bad been cut in one level
from 3 ro 4 feer Ucfow tne aJ5i".nr gttun4 surface- The soils exposed in the bottom of
the excavadon consisted of sitty saniy gravel wirh cobbles- There was sorne loose soil
left by rhe excsvatioD ptoces.s. We ric6t ,mend to the owner to lemove the looi: srils
andcompacttr,erooring'"ugruo..rn*naulalsoilsappearedretativelydense.The
results of a grarlation
"natysi-s
performed on a sample of the gravel (minus 5 iacil
ftacdon) obtained from the sire are presented on Fig- 1' No ftee watei was etrsiLiltered
iu the excavation and ttre soils were slighdy moist'
considering the conditions exposed in tlle excavation an<I rhe nature of the propiled
consrrucrion, spread roo,iog, ptu..a oii $9 r':,ndisturbecl uatural soil designed fol irt;
allowable soil bearing prrsioti of 2,00C'isi should be adequare for support of l'he
pr.p"r"O ad6idon. ihire coutd be some rtifferential $efileflent betweer the ne;'
iloiiigt-rno ttre cxistinJ foundation whici:-should be accoumerl for in tlre desiS'
Foorings should ue a m:airnum widrlr of 16 irrches for continuous wal]s and 2 f:;: |0r
columns. The loose disturbed soils in foorlng areas shoulrj be ra::oveC and rhe ::aring
Ievel exrended clown ro the-unttisturb:'.i rratural soils. Exterior fcotings shouid :'r'
P.A2/43
JLJr.l-14-2866 t2ta2 I+-P GEOTECH
o
P,W/83
Briau McCarmeY
Junc 13,2000
Fage 2
provided with adequate soil cover a,bove,9eI bsariry elevatioru for frost protection'
bontinuous foundation walls should be rchforced top and bottom to-span local
anornalies such as by assuming an unsup$orted lengfh of ac least 10 feet' Foundation
walls acting as retaining struci:res shoulcl be designed to resist a lateral.earth pressute
based on ai equivalent-iluid unir weight of at leasi 45 pcf for on-site soil as backfill'
Strucural fill placea within slab area-s can t,ousist of the on-site soils coml)acte$ $ at
least 95 % of smndarcl Proctor dansity ai a rnoimuc content near optimum' Backfill
placed around the .strucrure should be conpacted and the surface graded to pleveil
ponding within at least l0 ftet of the builtting'
The recommetrdations submitted in this lerter are based on our observarion of *e soils
exposed wirhin the foundatiou excavation and do not include subssrface exploration to
evaluate the subsurface couclidons within the loadecl clepth of foundation influerce'
This srudy is based on the assumption r\at s.rils bengath lhe footings have equai or
tir;i:icr..strgiporf. l.lratttltost:*tpotcii, T'ire::i.s:tof fotilt<!iitior-'ll:uvelilctlti::ilyl''c8r'(; ici
Illiirl itilllciriuii : I tilis reprui: hccalrsr: ol' jnssibie virli riinli:i iit ilrc s:tl:sul'f:rr'::t': r:l';;iiiiiorts'
Iii ()Jrl!)f to rt:Vi;ll tlic ualirrg nnci exft:llt 01'varia{iOIIS in thu t;rrirllr:r'li:c;c uuncli;ir':lq l'lnjOw
l!:r: r:Xcr.waaion, Oriliing u,Cillr! lrr: lr.:clrii'crl. Il Js pCrsSib!r: tlii.: dala ttlLir'inea by
sirirsrtr{s.cc cxplCualiort c,tluitl CJrange [ir$ ri'coinmendatiotis ctlntaiur)t1 i:: tltis it;i'ci
If t.'rirc ilc arl-v (iuo.ition$ crr j.i.WC lilny tre of liirtiler ailsisi:.iiicc:. p)*is.; .ll:i tt'c il:)i';iv'
Sirrccrcl.y,
HEPWORTH - PAIWAK GEOTECHNICAL' INC.
Steven L. Pawlak, P.E
Rev. by:
SLP/ksm
aftachment
.i
Monroe - Newell Engineers - Arr:r: Christoph Spaeh
H.P GEOTECH
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Design Review Action Form
TOI/IN OF YAIL TOWN OF VAIL
Project Name:
McCartney Residence
Project Description:
Revised color scheme for residential addition
Owner, Address and Phone:
Brian McCartney & Linda Bebl, 1984 Buffehr Creek Road, Vail, CO 81657
Architect/Contact, Address and Phone:
Galen Aasland, Box 383, Vail, CO 81658
Project Street Address:
1984 Buffehr Creek Road
Legal Description:
Lot 19, Buffehr Creek
Parcel Number: Buildine Name:
Comments: 182 square feet of GRFA added. Previous approval voided. Color details are attached.
Project#: PRJ00-0162
Board / Staff Action
Motion by:
Vote:
Town Planner:Brent Wilson
Date: August 2,2000
Action: StaffApproved
DRB Fee Pre-Paid:
$s0.00
FlEVERYONE\DRBL\PPROVAL\OOWCCARTNE.Y
- M:G^R- rnYL' t/4^
(:raud tW r' 9o*u TyF*u
tWa cdor
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tt$"lkb-roun g-^-
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tJ,^a*t
1'fu.*
P*J-
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b/tr
a Ptz/9jx f,tesk ,tsol
ON .JOBSTT'T AT ALL TIMES
1984 BUFFEHR CREEIT RD
1984 BUFFEHR CREEK RD
21_03 -123-02-006
PR.J00 -0152
#of eas Applr.ances:
.58 SUMT,IARY
Permit #: 800-0150
Status...: ISSIIEDApplied..: 06/30/200aIssued...: 07/1-3/2000
E>cpires. . : 01,/09/20Oi
Phone: 9'70-47L-2364
Phone: 970-471,-2364
*of 9lood/PellEc:
TOWN OF VAIL
75 S. FRONTAGE ROADVAIL, CO 81557
97 0 -479 -23.38
DEPARTI4EI{T OF COMMUN]TY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ADD/ALT SFR BUILD PERMIT
'.lob Address
Location. . .
Parce1 No..Project No.
APPLICANT ACHELPOHL CONSTRUCTION
P.O BOX 2432, VArL, CO 81558
CONTRACTOR ACI{ELPOHL CONSTRUCTION
OhINER
DescripEion:
BUILD ADDTTION,NEW EXT FINISHES & ROOF
P.O BOX 2432, VArL, CO 81658
MCEARTNEY BRIAIiI G _ BABL LINDA PhONC: 97O-475-7380
r-e84 BUFFER cREEK RD, vArL co s1cs7 TOViComm. Dev.
Clean-up D
approved
Single Family Pssi6&fdFU Ot
Type V Non-Rated date
Add So FE.: 2]-4
Occupancy: R3
T)pe Construction: V N
Va]-uation: 141,000
Fireplace InfornaEj,on: Re6t.rj.cted: lES #of Gas Logs: 1
- 00
100.00
ToEafcalculatedFeea---> 2,443.IoauiLding----->
Plan cl'reck--->
Inve6ti9aEion>
9liL1 Cal1-- -->
904. CO
904.00
.00
3.00
Resuuaran! Plan Reviev - - >
DRB Fee---- ----
Recreatsion aee--__------> 32,10
500 .00
2,443 .tO
AdditionaL Fees-- ------->
Total Permit Eee-------->
.00
2,443 .rO
Clean-Up Deposit----- -- ->
TOTAL FEES-----
Pa]^nents--- -- - - 2,443.!0
BAT,ANCE DUA---- .0o
sit Refund
IIEM: O5].OO BUILDING DEPARTMEI{T DCPT: BUII-,DTNG
07/03/2OOO KATIIY ACtiON: NOTE ROIITED TO CTARLIE
I7'/1,O'/2OO0 CIIARLIE Action: APPR CIIARLIE DAVIS
ITbM:.O54OO PI,ANNING DEPARTMEI''TT DCPI: PI,ANNING
O7/O3/2OOO KA.TI{Y ACLiON: NOTE ROUTED TO BREI,IIo7'/05'/2ooo BwrLsoN Acrion: APPRIEbM:'05600 FIRE DEPARTMENT DEPT: FIRE
O7/03/2OOO KATTIY AcEion: APPR N/AITbM:'O55OO PI]BLIC WORKS DCPT: PI]B WORK
O7/O3/2OOO KATHY ACTiON: NOTE ROIITED TO LEONARD
O7'/L3'/2OOO KAT'ITY ACIiON: APPR VERBAL APPR FROM LEONARD
Division:
Division:
Division:
Division:
See Page 2 of this DocumenE. for any conditions LhaE may apply Eo Ehis permit.
DECLARATIONS
I hclcby acknowlcdgc chae I havc read this applicatj.on, fil1cd out in fu1I the inforruation required, complets€d arr accuratc plot
plan, and stsate that all the i-nfor$aEi,on ptovided as requilea is correct. I agrcc Lo comply with the j,nformation and P1ots PIan,
!o comply rit'h alL To.rrr ordinanccs and sLate fawE, and tso bui.ld this structure accorciing to the Totrn'e zoning and subdivision
codeo, deEign rewiew approveci, UniforE BuiJ.ding code and other oldinances of the Toen applicable tshcrcbo.
REQUESTS FOR INSPECTIONS S!IAI,I, BE MADE TI.IENTY. FOUR HOT'RS IN ADVANCE BY TELEPHONE AT.4?9-2133 OR,+T OUR OFFTCE FROM g:OO AIil 5:OO.-7 .l ,( [t'- L'
send clean-sp Dcpoeit To: AcHELpoHL "orf=rot srcNATrrRE "t- oR coNTRAcroR FoR HrMgEtF AND olir'rER
Page 2
****************************************************************:k***************
CONDITIONS
Permit #: 800-0150 as of 07/L3/00 Status---: ISSUED
********************************************************************':k***********
Permr-t Tf4pe: ADD/ALT SFR BUILD PERMIT
Applicant- - : ACHELPOHL CONSTRUCTfON
97 0 -471-2364
.fOb AddrCSS: 1984 BIIFFEHR CREEK RD
LOCAIION---: 1984 BI]FFEHR CREEK RD
Parcel No-- : 2L03-L23-02-006
Applied--: 06/30/2OOOIssued---: 07 /L3/2O0O
To Elq)ire | 0a/ 09 /200a
Description:
BUILD ADDITJON,NEW EXT FINISHES & ROOF
* * *** * * * * ** * * *** * * * * * * * * *** * * ** * * *** * * COnditriOns * * * * * t(* tr * * * * * ** * ** * * * * * * * ** * * *
1. FIELD INSPESIIONS ARE REQUIRED TO CHECK FOR CODE CO[vlPLfAt{CE.
2. SMOKE DETECTORS ARE REQU]RED TN AI-.L BEDROOMS AND EVERY STORY
AS PER SEC.310.5.1 0F TTIE 1997 UBC.
*******t***+*+****f, ***+***i******t*******l***+******t* *******t*i
TOWN OF VAIL. COI,ORADO Statemnt
******4******************f **+****+*********i*.t*t****t*{:}****}***
Statemnt Number: REC-O553 Anount | 2,393 -fO O'|/L3/OO 'l-3,44
Payment Method: 6461 Notation: BRIAN MCCARTNEY Init: JN
Permit No: B0O-01-5O T)4re: A-BUILD ADD/ALT SFR BUILD PE
Parcel No: 2103-123-02-006
Site Addregs: 1984 BUFFETIR CREEK RD
Location: 1984 BUFFEI{R CREEK RD
This Payment
Tota-L Fees:
2 , 3 93 . L0 Total ALL Pmt6 :
Balance:
Account Code De€criptj-on
BP OO1OOO031111OO BUILDING PBRMIT FEES
DR OO]"OOO031122OO DESIGN REVIEW FEES
PF 00100003L12300 PLAN CIIECK FEES
AD D2.DEPO8 CLEANUP DEPOSITS
RF 111OOOO31127OO RECREATION FEES
WC OO1OOOO3112gOO WILI CAI,L INSPECTION FEE
2,443.J,0
2,443.LO
.00
******t*t****** **********+***l*a**l*+*********tt*******+*********
Amount
904 .00
50.00
904.00
500"00
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APPLICATIO
Building Permit *: B@- otqq. Fcrrtd$ict
97 O- 47 9-2149 (Inspe.ctions)' Boo; olboIT APPI TCATTON =5IE'UCNTT€TVWNOFYAIL
75 S. Frontaqe Rd.
Vail, Colora-do 81657
Separatc Pcrmits are required for electrical. plumbing. mechanical. etc.!
Contact Assessorc Office at 97O-328-864O or visit for Parcel #
Parcet# 2i>7 l7\, Q'l )D$
robName: |;tc hgr^,Ft AlDrnorl robAddress: llArl B"fftl( U( pD
Legal Description Lot:Block:Filing:Subdivision:
owners wame:$fu4p Neu,th*t Address: ftg/ fuFaeclz pD Phone: tlJL. T jOo
Architect/Desig ne, 7,r4-t lk tAf I Address: Ib{3bj \fi*- (,,enone: .l1L - Llt,r
En gineer: l'lau e^c€ f}*w e(r* o Address:'ft:'kusntiz- \,> Auo^-,Phone: 14ii.t7LA,-
Detailed descriotion of work:
h,tn f,iDi-rcd iLs,tt Satr&-<,,fitp(. fvrw-.fu,cL,tlylp,p6t1egd,,"nt,L,, [lv.,f.P.llUf,
WorkClass: New( ) AdditionQQ Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both ('rQ Does an EHU exist at this location: Yes ( ) ttto 0(, )
Type of Bldg.: Single-family Q(l Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this buildino:
Nofl-ype of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
Noftype of Fireplaces Proposed: Gas Appliances ( ) Gas Loqs ( l) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( ) No (F)Does a Fire Sprinkler System Exist: Yes ( ) tlo (X)
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
BUILDING: $ iJ,,oL>a ELECTRICAL: $ 3oca OTHER: $
PLUMBING: $tu MECHANICAL: $ buou TOTAL: $
RLFUND CLIIANUP DEPoSI-| ro: 111116t/cilL 0tn f, 'b"+t,tlt \hrr_-
CONTRACTOR INFORMATION
General Contractor:AAAqlefic>Ac CCTll.T;-
Town of Vail Reo. No.:Contact and Phone #'s:\nve Ttlo tvLz
**+*************:t**************'?*-J-!****FOR OFFICE USE ONLY*****+***+****:!*****r.*)t*+************
Type of Construction:Inq!g!: _,_ i
Public Way Permit Fee:
JUN 3 0 2000
"t-0v-coM.DEV.
F :/everyone/forms/bldgperm
Occupancy Group:
I Date Received:
Questions? Call the Buildlng Team at 479-2325
Department of Community Development
Project Name:
project Address: tAE*l ?-,'epell- A/Z- 'b
/ This Checklist must be completed before a Buildino Permit aoolication is
accepted.
d Al pages of application is complete
,/ Uut DRB approval obtained (if required) Provide a copy of approval form
r.f, Condominium Association letter of approval attached if project is a lqulti-Family complexy' Comptete site plan submitted
t/ public Way Permit application included if applicable (refer to Public Works checklist)
'O/ Staging plan included (refer to Public Works checklist) No dumoster.parkinq or material storaqe
. allowed on roadwavs and shoulders without written aporoval
4 Asbestos test and results submitted if demolition is occurringd Architect stamp and signature (All Commercial and Multi family)
/ frl floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
/ window and door scheoure
{ frtt structural plans, including design criteria (ie.loads)
a Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
,.r- Soits Report must be submitted prior to footing inspection
,{ fir. resistive assenrblies specified and penetrations indicated
j' Smoke detectors shown on orans
{ typ.t and quantity of fireplaces shown
Applicant's Signature:
Date of submittal:
F : /everyone/forms/bldperm2
Received By:
G'L€\'tto
BUILDING PERMIT ISSUANCE TIME FRAME
if this permit requires a Town of Vaii Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
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
departments with regard to necessary review, these projects may also take three (3) weeks to
review and aDDrove.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersiEned, 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:
Signature
Project Name:
Date:
cf,,twt"t
(o'i6 -a'
F: everyone/forms/bldperm3
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESNONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
Is this a new resicience?YES
Does demolition work beinq performed requue the use of the Right-of-Way, easements or
public property?Ytr5 NO-K
No {.
NO
u
l
u
U
(^.".gfiJ' erJ 7PiP,1t7
Is any drainageJof"'nn done that affects the Right-of-Way, easements, or public property?
al
:r
is a "Revocable Rioht-of-Wav Permit" reouired? YES
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
No(
YES No-x-
lf answer is NO, is a parking, staging or fencing plan required by Public Works?
YES NO{
If 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
Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public
Is any utility work needed? YES
Is the driveway being repaved?NOV
Is a different access needed to the site other than the existing driveway? YES NO \<
Works at 479-2198.
I HAVE READ AND ERED ALL THE ABOVE QUESNONS.
AaE"?u,L 6tury{
F: /everyone/torms/bldperm4
Company Name
IIow it relates to Buildine Permits:
- Fill out the attached check list with the Buildinq Permit Application.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works. located at 1309 Elkhorn Drive.
- Notice sign-offs for utility companies. ALL utilities must field verifl7 (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Sketch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan forthe job.
Submlt completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Workt Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notifled, allowing the
"Building Permit" to be released. Please do not confuse the "Public Way Permit" with a
"Building Permit".
.- NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November 15th. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
L-z&-oo
F :/everyone/Forms/bldperm5
the above.
Date Signed
TVWNOF
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check olTeach of the items below:
ri The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
J The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2798 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public
and culvert installation with
must be obtained prior to any
Works Depaftment will be approving all final drainage
resulting road patching as necessary. Such approval
Final Ceftificate of Occupancy issuance.
Agreed to by:
Project Name:
Date Signed:
qgE Ar*er_
F :/everyone/forms/bldperm6
lo zB -o..
TVWN OF
MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below,
(Copies of complete text are available upon request)
1 CODE 5-2-10r DEPOSITS ON PUBLIC WAYS PROHIBITED
rvl Unlawful deposits: SubjeC to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
fher debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
irr' Notice; Abatement: The Director of Public Works may notiry and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
6 Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
/ Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-3A.L AND 7.3A.3I PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
O/ No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord, 2(1968) $ 1)
f Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) g 1)
I have read and rviil comolv with the above codc orovisions:
Posirion or Relationship 10 Project:
Date Signed: L,A?)
Ir r'evcryonctlbmts,'bldpcrntT
.of)
fuYL"r:Ur--r#
attrL
TOWN OF VAIL
75 S. FROMAGE ROADvArL, CO 8l_657
970-479-2L38
Electric6l_-_>
ur{.Et rlee
InvesLigarLiol1>
Wi.l1 catl _--,
?oTAtr FFtFa..'' _.
nFi'lAll.ltt,lENr oF COMMTJNITY DEVELOPMENT
iqll r .z,.ql1{r-r-.,,-'t.1 . -1984 BIJFFEHR CREEK RDL(',:.,1-1r:11 ...: :-984 BUFFEHR CREEK RDP;i.,,,r1 IIt : :'l 103_L23_02_006
P:r.'., *ci: i.f?r .,jq,^IOO_01G2
APPLICAIIT NELSON EL]::, t,i'R t(l r ]r,-P.O. BOX ' ,t.,,fa)i,l ,..,r gl-620
CONIRACTOR NELSON El t,,'r'itIr.t, tlic
P. O. BOX ; , . ,\'.r:'1r..' :,. 3-1-620OWNER MECARTNEY ijr,-./i,,\N G - }3J\E}L LINDAt_984 BUFi ,I il,iiJ,il,. ,rlD r/ArL co 81657
Description: ADD ELEu ,,.j Niii' ;iDD.,,iuN Valuat,ion . L,''O.OO
*t'r**r*t******
pEE suMMj{Ry ****r*ir*r***r***r****r!rr*r**r.r,r*r**i*,ir
NOTI' 'nHr.s :)Fipll_'T MUST BE posTED
}I i,;!':(JT:RICAL PERMIT
L r j
I l,l
ON iIOBSITE AT ALL TIMES
Permj-t #: 800-0137
Status...: ISSIIEDApplied..: 07/L4/2OOOIssued...: 07/L4/ZOOOExpires..: OL/LO/2OOL
Phone: 9'70-390-68L2
Phone: 970-390 -68L2
Phone: 9'7O-476-7390
53.O0
. o0
53 .00
53 .00
.00
Tolal CalcuLated F€eE- - - >
Addtt.ional Fec6----- -- -- >
Total Pernit Fee-------->
Pay$6nts---'----
BAIANCE DUE- -.. -
dEifi/88830d'l.:i,,:iiiti 13388n',i'-#i', )
.:()IU;'.rION OF APPROVAL1. FrELD rl\rtjpEgF'iolrs ,. -r rr.rri(,'.'iirir"r\ "o cHEcK FoR coDE col,tplrANcE.
t**i** *****+* r *l**t****,r **ti*r*t***ir
tt,t::-qRATIONS
:r:::'H"":H::t:i:::tl:".i.t1.;,;,.; :] i,..:-]., " .. rilred our in rulr. chc inromat.ion rcquir.d, compleced an accur.c. proc
ro conplv rsrEh arr ro*,, o'u,,,",,"J,'.; ,,,'", ,-.,.. j t"lt)';iir;".iil"lil;".j,:":::"::;;-:l"J:'f":::"t:::i:;'::::li.iii:ri:"",
codc'' design t€vr'ei' 'tJpr:ove'], lrr 'i''. ,l€ :,, ,.r-oer ordinances of tha To$n applicablB tshereto,
REQUESTS FOR INgpEcTlOlis SHALL ltll ll1t,t .],.1ir..',: c l, llt TDVANCE By € :00 AM 5:00 PMTELEPHONE AT d7
COIiITRACTOR FOR ET{AE'JF AITD O rgER
TOJ{N OF VArL, COLOFADO
,----*::?::H:Ch-l^--! r'- - r ******!r:rstat,emnt Number: REc-(,g61, i\nrorurt- :s3.00 07/L4/00 09:50PaymenE, Merhod: c*Eeli lro;;.;;;, rrosrl*B"i3*'i"3,rti{13, oil;?
3:T:i *l: Tgl.o.,_al -_r?el B_ELBC Er.,EerRrerr n"*i,Parcel No: 2t.r)3 lzl_oa-ibc,SiEe_Address : 1"984 zuep,ilir,:'cillir notocat,i.on: rgg4 A.IF?.qrip. ci.s,ii io
Ttris paymeuE
*********** *r. * ***** , ri.*,..Account Code
EP 00100003111400
wc 0010000311280i.
Tota1 Fees: 53.OO' , . )t) ?r.,::- l1 ALL pmts: iS. OOBalance: . OO.*t {l i .! * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
, t,.i scrilrLi()!i
i.:,,.ECTRIEAJ., I)ERMTT FEES' ' ',L t:iU,i, iNbpEqfION FEE
ArnounE
50. 00
3 .00
PtZloo - otb?--APPLT.ATT.ULL Nor "t-fr$q:" IF rNcoMPtil)t;i*",lteK-".
t s o,#iS"S,otr Building Permit #:_
Etectricit Permit *ffi
97 O-47 I - 2149 (Inspections)
NWN OFYIN
75 S. Frontage Rd,Vail, Colora-do 81657
Contact Assessorc Offtce at 970-328-864O or visit for Parcel #
Parcel # (Required if no bldg. permit # is provided above)
Job Name: A.C*J,+-_7 -._lg.t,-,^JobAddress: ft6Ll i3.-6<Lhr Cr rJ
Legal Description Lot:Block:Filing:Subdivision:
o*n"tt Nut"'s( )or. /vl'c.."fJ!f;dress: -.zawv.-z ll enone:
Engineer:'Address:Phone:
Detailed description of work:
Az\9 e,lez-Ii..-l -TL-ne& o:9.T;^
WorkClass: New( ) Addition(j Remodel ( ) Repair( ) Temppower( ) Other( )
WorkType: Interior( ) Exterior( ) Both( )Does an EHU exist at this location: Yes ( ) No ( )
Typeof Bldg.: single-family ( .Jr Duplex ( ) Multi-family ( ) commercial ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this building: r No. of Accommodation Units in this buildinq:
Is this permit for a hot tub: Yes (No ('4
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler System Exist; Yes ( ) No ( )
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SO FT IN STRUCTURE:ELECTRICAL VALUATION: $ /-{.2A *
CONTRACTOR INFORMATION
Electrical Contractor:
tVeb", E/*.t* n Town of Vail Reg. No.:Contact and Phone #'s:
5rr=rc- 41ds-n 3to O Elte
*:t*** ***** *L* lr* ** * **+*'i****FOR OFFICE USE ONLY***i******,!**d-*,r*'!**r.'+rr**:f *,t***r.****:r
RECEIVED
JUL | 4 2000
TOV.COM.DEV.
F:/everyone/forms/elecperm
* \d\
o
DEVEL.OPMENTTOWN OF VAIIJ
75 S. FRONTAGE ROAD
vArL, co 8L557
970-479-2t38
1.2.
3.
4.
5.
DEPARITI,IENI OF COMMT,NITY
NOTE: THIS PERMIT MUST BE POSTED
MECXIANICAL PERMIT
ON JOBSTTE AT ALt TIMES
Permit #: M00-0095
iIOb AddTEgS... : L984 BUFFEHR CREEK RD
LOCATiON......: 1984 BUFFEIIR CREEK RD
Parcel No.... . : 2103'123-02-006
ProJects Number: PRiroo-0162
Status...: ISSIIED
Applied..: 0e/L6/2000riiued...: 08/L7/2ooo
E:cpires. . : 02/L3/200L
APPLICAI{T
COIillTRAETOR
Description:
INSTAI., IIYDRONIC
Flr.phc. Inforutsion: RclErLcicdr I
MOI'ITTAIN IIIGII PLI'MBING
P o Box 547, AVON CO 81620
MOUIITAIN HIGH PLI,II,IBING
P O BOX 547, AVON CO 81620
*Of gaE lrollt:
9?0-949-4500
970-949-4500
970-476-7380
g, 000. 00
*of Food/P.116ts r
Phone:
Phone:
Phone:OWNER MCCARTNEY BRIAN G - BABI.' IJINDA
1984 BUFFER CREEK RD, VArL co 81657
Valuation:
IIEATING, BOILER, GAS LINE BBQ, R,AIiIGE
*of ore APPlitnc.E:
r+rrttttr*tttlr. 'r'r+ttrt*ttr*i**r*i**rirt*trt FBB St',UUARY *t"ti'rtt*"'t+*itaf'tttr
M.chanLcrl---> 160'00 ReBtuarang Plan R€viEr--> 'oo total calculat'd Fe69---> 2o!'o0
Plrt! ch.ck---> {o'Oo DR8 FcG---------
InvcEClEacLon> .oo TOTA!' FBBS-----
will call----> 1-0o BAraltcB DUE-------------> .oo
tttt*ttrrrtt*tttt*it*ttt**ltt**ittrtt''i*ttf tr**
rtem: 05100 BUTI.DING-DEP.ARII{ENT --PepE: BUrl',DrNG Diwieion:
og /L6/2000 CHARLTE 4qE:tqILi"E-riFn csemrr DArzrt
rEem: .os5oo FrRE-DBPARTMENi "::- l,- - ii[t' FIns Division:
667ii; t1666-ciraHf,rE- Acuion: APPR N/A
CONDITION OF APPROVAI
***************it****************************************************************
DECI,ARATIONS
X hcr.biy .cknoxladgc thaC I h.vc r.ad !h1. eEPlicaCion, f,l,Lled oul tn fUlI t$' infolorClon rcguLrcd' coqtlettd rrr 'cculrgc PloC
pl|n, rnd .tsat. chat rll thc lnfoflrtlon providad aa rcquircd L. cotr.q!. r agrcc co cooply iEh th6 lnforulgion rrld ltlot PIen'
to colrply rlCh alL Torn ordl,nrncas ind Elato 1are, and Eo build Ehis slructutc according !o thc Tovn'r zonlng and lubdivi€lon
codaa, darlgn r.viar tptrrovad, unif,orE Building codr and oEhrr ordin-nca5 of ctr. Toxn 'pPlicabl' th'r'!6'
RBQttBsIg rOR TNSPECIIONg EIlALt, BE IIADE -FOUR HOITRS IN aDVANCB BY TEIJEPHONE Af 4?9-2138 OR AT otn oFPICB FRO!'I 8:00 A$ 5:00 Prt
!'IOTAfUNE OF O}II|!R OR CIOIITRACTOR FOR HIUSEIJP AIID O!{NER
t
TWBNTY
ti*tt*************t****l*********i*****l********r***********i***
TOI{N OF VAIIJ, COIORADO Statertult
ll*l+*t***t!t+ai***t***t*at*t*it*ti.ll***l*lf *tl!t***t!a**i*t*t**+*l
Btatsemnt Nunber: REC-065? Amoturt: 2O3.OO OS/L7/OO O8.oo
Payment lilethod: 9L15 Notation: DrIN, I{IGH PLUIIIB Init: ,f,N
Permlt No: MOO-OO9s T).pe: B-MECH MECIIANICAT PERMIT
Parcel No: 2103 - 123 -O2 -006
Slte AddresB: 1984 BUFFEHR CREEK RD
Locatlon: 1984 BI'FFEHR CREBK RD
Thls Paynent
Total Fees:
203.00 Total ALL, Pmts:
Balance:
203.00
203.00
.00
*t***lttt***ttt****it*****l*******l!tt*tt*t*****t*l*l**t**t******t
Account Code Deecriptlon Amount
160.00
40.00
3 .00
MP OO1OOOO31111OO I,IECHANICAI., PERMIT FEES
pF 00100003r.12300 Pl,Alil clIBcK FEB6
WC OO1OOOO31128OO WIIJIJ CAI'IJ INSPE TION FEE
>r'
TOWNOPVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
. Building Permit #: 8-00-0 150
Mechaiicat p"r^i{i@5
97 O- 47 9 -2149 (Inspections)
TOWN OF VAIL MECHANICAL PERMIT APPLICATION
Permit will not be accepted without the following:
Provide Mechanical Room Layout drawn to scale to include:c Mechanical Room Dimensionsr Combustion Air Duct Size and Locationr Flue, Vent and Gas Line Size and Locationr Heat Loss Calcs.c Equipment Cut/Spec Sheets
Conbd Assessors Oftice at 970-328-864O or visit for Parcel #
Parcef # (Required if no bldg. permit # is provided above) - OZ -DOb
Job Name: MCCARTNEy RESIDENCE JobAddress: 1984 BUFFEHR CREEK RD
Legal Description Lot:Block:Filing:Subdivision:
owners Nut"'Briun I,,tccartneJl Address: 1984 Buf f ehr crk no fl enone: 4i6-i3Bo
Engineer:Address:Phone:
Detaifeddescriptionof work:7-.a.Odal! Urr/Ao1,..c- /,.0a&.,.nj 6&-ee/- /et dout+t, /tueL
efi flo nv-.JarLa-tA ,fere-o t 64.i.4/L, OBQ a-4uli/z/-t-,.4,4a49/J
WorkClass: New( ) Addition(X) Alteration( ) Repair( ) Other( )
Boiler Location: Interior( ) Exterior ( ) ARILeLX)Does an EHU exist at this location: Yes ( ) ruo X)
Typeof Bldg: Single-family (X) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building:
Noflype of Fireplaces Existing: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
Noffype of Fireplaces Proposed: Gas Appliances (1 ) Gas Logs ( 1) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No 0O
COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials)
MECHANICAL: $dg,n7Z
CONTRACTOR IN FORMATION
Mechanical Contractor:
Mountain High P1umb.
Town of Vail Reg. No.:
t5 | -v
Contact and Phone #'s:
Kand i smith 390-5514
Con a otSignaturei .--4/bt44' \21?-.+
** ** ** ** *** * * *x x****** *x FoR oFFICE USE ONLy*** * ** *** ** ************
F:/everyone/forms/mechperm
REC'DAUGO22OOO
o
DEVELO
status. -.: IssuEDApplied..: 08/3L/?OOO
Issued-. -: 08/3L/2000
Ex;ri-res. - : 02/27 /2001"
ACHELPOHT CONSTRUCTIONp.o Box 2432, vArL, CO 81658
ACHELPOHL CONSTRUCT]ON
P.O BOX 2432, VArL, CO 81558
MCCARTNEY BRIAN G - BABL TTNDA
1984 BUFFER CREEK RD. VAIL CO 81657
RestuaranE Plan Reviery- ->.00
DescripEion:install gas 1og fireplace
Fireplace Infofilatioa: R€stricled: Y *of ga6 Applianceg: 1
FEE SI'UMARY
53 .00
. o0
53.O0
CONDITTON OF APPROVAL
1. FTELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPI.,I4i{CE.2. rIISrar,LATIoN MUsT CONFORII/i TO MANUFAETURES INSTRUCT]ONS_4{D--To-cIApTER 10 0F rge 1997 uMc, craPTER t-0 oF THE 1-997 IMc.3. GAS APPLIANCES SIIALL BE VENTED ACCORDING TO CIIAPTER 8 AND-,- Sger,l TERMTNATE As spEcrFrED rN sgc.806 oF TIIE L997 rJMc, oR
CHAPTER 8 OF THE 1997 IMC.
*******************************************************************L*:r**********
DECLARATIONS
I hereby acknonl€dge thaE f bav€ read Ehie appLLcatsion, fi1led out in full the inforEEtion leqsired, coopleEed an accurate Plot
pLan, and statc tshae all tshc inforeation prowided 69 gequired is corlects. I aglcc !o coftply eith the infornation and Plot plan.
to comply ritsh al1 Town ordinancaB and Etat6 fare, and tso build this struclure according tso Ehc Toitn's zoning and eubdiviBion
codea, deEign rcview approwed, Unifortr BuiLding codc and other ordi,nancas of th€ Town applicabl€ chereeo-
REQUESTS FOR INSPECTIONS STIALL BE MADE :I?IENTY-FOT'R
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 8L657
970-479-21,38
APPTICANT
COMTRACTOR
O$INER
DEPARTMENT OF COMMI]NITY
NOTE: THIS PERMIT MUST BE POSTED ON
MECHANICAL PERMIT
PMENT
,JOBSITE AT ALL TTMES
Permit #: M00-0098
Phone:. 970-471--2364
Phone: 970-4'lL-2364
Phone z 970-476-7380
t_, 200 . 00
*of Wood/Pellsh:
JOb AddTESS... : T984 BUFFEHR CREEK RD
LocaLion-.....: 1984 buffehr creek rd
Parcel No..... : 2l-03-123-02-006
Project Number: PRJ00-0162
Valuat.ion:
#of Gas Loga:
Plan check- - - >
fnveEtigaCion>
will call---->
Mechanical- -- > 40 .00
10 .00
.00
3 .00
DR8 Fe6-- ----- - 'oo
TOTAI, FEES- - -..
Tgtal, calculaced Feea- - - >
Additional feeE-___---__>
Total Permit Fe€-------->
Palnnents - - - " - --
_ Dgpt: BUILDING Division:
dav1sDept: FIRE Division:
BAIANCE DUE- -. - .OO
IEem:05100
0e /3L/2000Item:05600o8/3L/2000
BUILDING DEPARTMENTCHARLIE AcIion: APPR charlie
FIR-E DEPARTMENTCHARLIE Action: APPR n,/a
sIcI{ATt RE oF owNER OR CoMIRAcaOR FoR HIIiTSEIJF AND owNER
IN ND\IANCE AT 479-2138 OR AT OUR OFFICE FROM g:00 AJ.l 5:00 PM
**+****+lr***l*************{***********}A***t***'}***********+****
TOWN OF VAIL, COI.ORADO Statemnt
* trt * * * * * * * I * t t at t *.tr * t * * *.t ** * * * *l t t * i{.t * * * I *:f *.1+ }+ t.t * t f* ** *i t.} * }t
StaE.emnt Number: REc-0671 Amount :53 .oo 08/3L/ 00 09:48
Init | .fARPavment Method: cK Notat.ion:53
Pemit No : Moo - 0098 Type : B-MECH MECIIANICAI, PERMIT
Parcel No: 2103 -123 - 02- 006
SitE AddTE6S: 1984 BUFFEHR CREEK RD
Location: 1984 buffehr creek rd
ThiE Pavment
Total- Feee:
53 . OO Total ALL Pmts:
Balance :
***********t*t*!r**it*t************t**ail**t****t********* j*******
Account Code Description
53 .00
53.00
.00
Amount
40.00
t o. o0
3 . OO
MP OO1OOOO31]-]-1-OO MECI{ANI CAL PERMIT FEES
PF OO1OOOO31123OO PI,AN CHECK FEES
WC OO1OOOO31128OO 9IILL CAI,L INSPECTION FEE
APprrcATroeLL Nor BE AccEprED rF rNcoMplrlktur ED
IVWNOFVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
IG"L
Buifding Permit #: I\)o -
Mechanicaf Permit *: ilacf'-Dfi?$
97 O- 479-2149 (Inspections)
Permit will not be accepted without the following:
Provide Mechanical Room Layout drawn to scale to include:; Mechanical Room Dimensions
/l/Combustion Air Duct Size and Location
V Faue, Vent and Gas Line Size and Location
fi Xeat Loss Calcs.t' Equipment Cut/Spec Sheets
Contad Assessots Oftice at 970-328-864O or visit vvww.for Parcel #
Parcef # (Required if no bldg. permit # is providid above) ,?.tO3- ,43-- dI - OAQ
;ou Name:
/y{4(.AATNgr,t AUb, n o^"robAddress: natl BrtreAt^ou W
Legal Description Lot: ll Block: ll Fiting:Subdivision:
ownersName:lftiA^rl{cufiFry llAddress:lqal &rr;atOz 2D ll chone: 4n llna
Engineer:/ ll nddress:Phone:
Detailed description of work:(xt fi As{.A e 6's*. A n -o)
WorkClass: New( ) Additionl{Rteratlonl ) Repair( ) Other( )
BoilerLocation: Interior( ) Exterior( ) Other( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single-family (i,,,{ ouptex( ) Multi-family ( ) Commercial ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq:
Noflype of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Woodi Pellet ( ) Wood Burninq (
No/TypeofFirep|acesProposed:GasApp|iances<|ilwWood/Pe||et()WoodBurning(NoTALLoWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( -l
COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials)
CONTMCTOR INFORMATION
ylc Cng-.
Contact and Phone #'s:
********************x***FoR oFFICE USE ONLY*****************************
Ot'her Fees:Planner Sion-off:Acceoted Bv:
DRB Fees:Date Received:
F: /everyone/forms/mechperm
- wva-Ehq
lq,ilrt
F.r\s[ 5i tlP llrrr
PB-:OO'olbzBoO' o\50
Grtra ^l Allmd- ll+hiocr- P.C
P.O,lor 3&|
v.i[ CO 8165E
97l}{16{trl
RECIEIVED
JUil ., U 70n0
TOV.COM.DEV.
t - rAhrt e0
McCartney Reeidence
Lot 19, Rcrubdivirton of lofhtr Crt*
Vril. Colodo
IQBI] BurFEHz, cgryPD
"t.{P'r411o11
!!fr?Y1-111:! 1
-J
Ej
ast
,I
,JtI|
T
2
71,1yrt fu[vl\ ptxlg ;rt foef
McCarney Rcridcnce
Lot 19, Rerubdivirbo of tG&r Cccf
Vd,Colodo
Gjcr ,L Aql.rd- Archirccr D.C
P.O. Bor !83
Vril CO 8t658
97Ua?6-E181
o
sL
$
d
5ttt
{\*
:
<.
=,\
-J
$
fA
l.r-T
,i
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I
)-+
McCartney Residence
l-,rt 19. Resrrbdivisiorr of Buffehr (lreek
li -s-\4tt"r-
i ,f .l')'r.'r
I
tu
qL
.{
I:Li=
a.
ttl
iliErz
i$l
131
f$
s;$
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(!
dz
II}r5E
GA.
ET
.\Lt*
{8lr
7
l$
h:-$
gt
4q
$tr
F{rTt-3ti
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McCartney Residence
l.ot lr). Resrrbdivisiou of Buffelrr (lreek
Gdco A. Aghnd- Archirccr- P,(1.
P.0. Box 383
Vail. (l(l 81658
!)lo_4?6-8181
at
410b ,
t*lod+l
- altl
loo0.-
McCartney Residence
Lcrr t9. Resubdivisiorr of Buffclu Creek
\7:ril. (iolorod<r
4/toile d ?ot rt.-fr alfAeil
T,l'' bF. . t75- -T*Elt^le" ^u
i
a o o
/
I
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6*7-
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ta'
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fu2.:?n(t 6-bt\ culbgLlw?
1 n'Ve
^LD*Jru4A
McCartney Residence
Lot 19, ResuMivirion of Bulfchr Crcck
Vail, Colorado
Grl€! A. A8L!d. Af.ldt€(l. P.C.
P.O. Box 363
Vril, CO tl65t
90-47GtlEr
L{l
t
_l
N
a?:6f4fr et[-i5-H;^ii{c.
frtfu
P , L/! lg 0oz
,tl-1t bL
dy"^y , v.,l+nd
BlSr- a'fo''T\"'.-<-'f*:*er
/ .r-r. t, F- "-)I 'l7/4 1*-t:-a-- 2c'6 .'/\ ' . I r ,.
6 -/D t*^-+Ej
{}'o-"
pl
I
McCarhey R'csidtDcE.
Lot 19. l{Earrbdvbiro:r of BuffGh- Cri.ts
\lall. Cdondo
06/28/00 07:14 TX/RX N0.1532 P.001
f) )'( 6)'/,4,,7a'T/,-r.,,,
t'
Natural Gas ol LP Gas
l!r1l\lIlll
I,CHIMNEY 3
',i,.1 ROUND: .' iira:'1rnl;.', Ht. (Ft:]
.1 x 15
4 x l5
.l x15
5x15
()x15
()x15
7xl-5
7 x 15
I )i 15
3 x 15
BOILERIINPUTICAPACITY
NUMBER (r)_l _j4_BH(2)_l YBT.10:llr\\:N\S) I .r75 I .rl
:lO2llX\VN(li) 50 I 4l
.lrrill\\'',J \1.) 62 1 -.1
2olllw\ (s) eb i ou
:ro58\yiiis) it30i",t
2ooRwNiS) | t04 | r,,
2071r\\,Nis) lr98 1 r,,.,
.20r18\\/N(s) l:t-;: I lot
.l0qlrrYN(:j) l2b() |.2ts
8t.5
tj;1. i
s2.:j
rr2.a
3 t.7
81 .2
s(). r)
2i)
2t,).
42,1
468
52'I
5o0
6li{29') | 2.1,1:)t
20.i1]lr\V\S 62 | 5.2
204llll\v\s qol80
r /r'5lllrrt NS | ,,r | ',
,,
4x15
5x15
(rx15
sPECIFICATIONs
..
llDoEI AcA/cGA I HEATING
L 2t(triL!!!Nl rol I r.rt.
!!itlcl Onl-V :iL) I'SI wrl l\ll.q []lcssllc
l)r)l:lrcilliI|.qfitfiiattl arrrl atrrrrr,rlcllitif (Ji II)ils(rli)nlJ.S.L;o\(,t tcnl 5lillttl.||(l lfsls.
Sr ,lnv.ll! c is st.lnrlilr (l (rl .l llll
,rtllrfr.llcol lL)Llrlcti('nl(,1,i)Ior aa(ll l.t)()rrli.illrrr\cs(ill(.\.c1.
i'il'illg.tll'i Ii(kLlp|('(ltlitcrtlcnts5Ur'lt.rsjrl{'llritt(r)ts-\slclr(rl ol)f].llioll.ctlaltsi\1 1)il)iJr1,s\.\t( llrs. ('tc.
IBurnhami
at rar t/ci.5 lJo/te /t cof,rar^NY
S@tl')
l:r) n N.r. .llit)1. Ii'9o (r0IIa
I'ri||lrd i Ll.5.A.
l ().1.1 llu f n lrilIr Cdr ]l!)r,r l irrn. L;l ll( itslf r. l'/\
I,lronc: 7 l7-:1,)7 471)l
lmoorrl n
II 2o2 l rii :t'1
I 2o2X .r!r
I 2o3
] 2o4 ]t;:,rI 2O5 ta t/i,
:]06 . j,) .r/.1
2Ol ::l
:.1 :)l
5:1 l,/1
... 1,, I\|
Deluxe Insulated lacketClrcularor & piplng - Shlpped Loose
Pressure TemDerature Gauge
Drain valve
High Llmlt
Circulator Relav
Transformer aid lunctlon Box
IOOo/o Shut-off Comblnation
Step Opening cas Valve
Stainless Steel Burners
ASME Safefy Rellef valveDrafthood -
Vent DamDer
Btocked vanr swltch
Flame RolI-Out Swirch liront \riew
20lt .r ir t, I
2(19 l(l l/ l
2lo I.t t'1
\Burnhami
ALl l nla) A S L\()ll E R ()OLtt,AN (
[:L n r)lrel l Cc]ri)orati(Jn
ae/a2/2aaq
6.
LA.2g AAOAaAq I.4OFIROE i.EI,IELL PAGE A3/45
The roof brac, ,Uotrn section 3/Sl was in place- Th" "ooto* at the base of the north
column could not be installed because of the comer stud ftame. The base blocking that had
been placed on top of the perpendicular wall's sill plate shall be lag-bolted through the floor
sheathing wrth (3) - 7o" dianetef, lag-bolts. Top cornections were different ftan shown in
3/S3. Additional W' steel anglcs will be installcd cach sidc and bolted through the to'p plate
ofthewall. AtthetopofthenorthcolunnanL8x4x%x4"angleasshowninsection3/S3
shall be attached to tbe top inside coruer of the east/west sfird wall, connecting the top plate
of the stud wall and the timber column. 7." diameter x 5" lag-bolts shall be used.
A small wood framed canopy shall be attached to the building at the south side as shown in
the attached section C2-
No firrther exceptions to the structural docsments werenoted.
7.
8.
Hannes Spaeh, P.E.
Frincioal
Run ld: 159REPT131
:.
l.: l''$
10:10 am Sierra Computer Systems
ll
Req, hspect Ddo:
Arslgned To:
lnsp.ctlon Typo:
lnspectlon Area:
Slc Addr6s:
ArPlDmormdlon
AcffviU: 800-0150 Tlpo: ABUILD
con* T!pc: Occtp.ncy:
Parcal: 21O3.12$020G0
Appficant: ACHELPOHL CONSTRUCTION
Orner: MCCARTNEY BRIAN G- BABL LINDA
Corirador: ACHELPOHL CONSTRUCTION
Dcscridion: BUILDADDITION,NEW EXT FINISHES & ROOF
Ndicc; PERMIT FOR FIRE PLACE REOO- JRM
R.ouoit d hso.ctbnlsl
Ionday, Octobcr 30, 2000
cDAVTS
BLOG
CD
1984 BUFFEHR CREEK RD VAII
1984 BUFFEHR CREEK RD
Sts TlOe: ASFR
Usc: VN
Phone: 97$tt71-2364
Phone: 97G47&7380
Phone: 97$it71-2364
Status: ISSUED
Insp fuca: CD
l6m:
Rcqu6dor:
/qsdgncd To:
A6.tion:
Item Commarts:
hsooc$on l{tstorv
540 BLOGI-FhC CrO
ACHELPoHL cqfFJRUCTloNlDavc
CDAVIS
Time Exp:
Reqrosdod Tlme: 08:00 Aill
Phorr: 97O471-236t1 -or- 39G1822
Entercd By LCAMPBELL K
Itcm: 510
Itcm: t0
Item: 20
llem: 520
Item: 3O
ddvamy gred. final
BLOeFodngs/Stocl
BLOGFotr|dallon/Scel
PLAN-ILC Slte Phn
BLDGFranim
!
\\
APPR APPROVEQ
Aciion: APPR APPROVED
Fo)Ao A!?4
Bco- otlt Ll Q-Ftt"t'tt- ',
fnsru?it.
(Optio
(qloncl)
(Optlonal)
(Reqdred)
(Odional) r* [pprowd *
0E/1400 lnsoodor: JRM
Comments: APPROVED
BLDGlnsulatlon (Optional) *Apprwed *
fr
Itcm: 50
Itom: @
08121n0 Inspcdori JRM
Commerfs: APPROVED
BLDGShe.bod( Neil (Optlonal) r' lpprorwd *
0028n0 Inspcc,tor: GRG Aclion:
Commcnts: UPPER SOUTH ENO ONLY
PA PARTIAL APPROV
Ac'tion: APPR APPROVED09/OgE0 Inspec-tor: JRM
Conmcnts: APPROVED
Itern: 70 BLDGMlec.(@lonal) * Approwd *
(Reguired)
(Op{ional)
(Rcqitld)
08/09n0 lnsp.cto.: CD
Cornmeds: lathc Inspec'tlon
Action: APPRAPPROVED -fuu{ *n
"-
,, thae4-/l'1 gv'' ..1
"*'2tat'J
JstE 6 "vr '
P,,..t o.r- 0068
Pt ^-t Oo - oo1 S
Po oa ' bo1b
I
Item: 90
ll.m: 53O
Itcm: 5,10
BLDGFiNaI
BLDGTc||p. cio
BLDeF[ralC/O
'..=<-'.''-..'---.-.'
TOI'IN OF VAIL
75 S. FRONTAGE ROAD
vArI_,, co 8L657
970-479-2L38
APPLICANT
CONTRAETOR
OWNER
DEPARTMEI.IT OF COMMI'NITY DEVELOPMEIiII
/"f/z
'/b/+/ Cxe{Fs*t
ON ,JOBSITE AT ALL TIMES
Permit. #: B99-0201-
RD Status... : WITHDRSIN
Rd Applied. . : 07 /28/1,999fssued... r 08/05/L999
E)cpires. . : 02/0L/2OOO
Phone z 970-949-0440
Phone:. 970-949-0440
Phone z 970-476 -7380
NOTE: THIS PERMIT MUST BE POSTED
ADD/ALT SFR BUILD PERMIT
ilob Address
Location. . .
Parcel No..Project No.
1.984 BUFFEHR CREEK
1984 Buffehr Creek
2L03-L23 -02 -006
PRJ99-0155
ACHELPOHL CONSTRUSIION
P.O BOX 2432, VArL CO 8r-558
ACHELPOHL CONSTRUCTION
P.O BOX 2432, VAIL CO 81558
MCCARTNEY BRIAN G - BABL LINDA
1.984 BUFFER CREEK RD. VAIL CO 81-657
Descrj-ption:
RemodeI,/AddiLion
Occupancy: R3
Tlpe Construction: V N
Valuatrion: 210,000
Fircpl.ce Infohnation: Reslrict€d: y€a
FEE SUMI4ARY
Single Family Residence
Type V Non-Rated
Add Sq FE: 1856
+of oa6 Applianc6s:*of Gae LogE:#of wood/P€IL6ts:
wiII call----> 1.00
Restuarant Plan Review-- >
DRB F€e--------
Rccrcation Fee-_- ---- --- >
Clean-Up Deposit- ---- --- >
TOTA], FEES- --- -
lotal Calculatsed FeeB- - - > 2,924.4O
AddiLionaL Fees---------> .O0
ToEaI Pcrmit Fee- - -- --- ->
Pa)rmenta--------
BALANCE DUE----
Building----->
PIan check- - - >
Invcstigation>
1,1S0.O0
767.OO
.00
. oo
200 . oo
2't g .40
500.00
2 t92A.40
2 t 928 .40
817. O0
2,rll.40
ITEM: O51.OO BUILDING DEPARTMEIiTT DEPT: BUILDING DiViSiON:
07/30/L999 KATHY Action: NOTE Routed tso ,JRtrl
08./02./1999 KATHY ACTiON: NOTE PLAN'G SET TO .]R
O8./O4/L999 JRM AcTion: APPR APPROVED iIRM
iEbm;'os46O-D-l,er.nvrN6 DEFARiMENT Dept: PLANNING Division:o7/3o/L999 KATHY Action: NoTE Routed to BrentO8'/02'/L999 BWILSON ACTJ.ON: APPR PRE-PAID DRB FEE COSTITbM:,05600 FIRE DEPARTUENT DCPT: FIRE DiViSiON:07/30/L999 KATHY Action: APPR N/Aitbm,'05500 Fuel,rc uloRKs DepE: PI'B woRK Division:07/30/]-999 KATHY Action: NOTE Routed to Leonard
Oe'/05'/L999 JRM AcEion: APPR PER BRENI OK PER LEONARD
See Page 2 of this DocumenL for any conditions that may apply to tshis permit.
DECLARATIONS
I hcreby ackno*Iedge that I have read this application, filled outs in full the infornaEion required, coupleled an accuratc PIoE
plan, and 6taLc hhat all the information provided as required i6 co!!cct. f agree to cornpLy lJith tshe informatsion and plof plan,
tso conply r.itsh all Town ordinanc€s and staEe lae6, and to build ghi€ struceure according t.o the Town's zoning and eubdivieion
codes, de6ign revi.er approved, Uniform Building code and other ordinanceg of the Toitn appl.icable th€E€to.
REQUESTS FOR INsPEmIoNS SHALL BE MADE TtlBt{tY - FOUR HOURS IN AD\IANCE BY TELEPHONE AT 4?9-2138 oR AT OUR OFFICE aROM 8:00 AM 5:00 PM
acnd cr6en-up DcpoBit ro: Achelpohr ""nlaro.
Page 2********************************************************************************
Permit #: 899-0201
CONDTTIONS
as of 07/L9/00 Status---: WITHDRWN********************************************************************************
Permits Tl4ge: ADD/ALT SFR BUrLD PERMIT
ApplicanE-- : ACHELPOHL CONSTRUqTTON
970-949-0440
iIOb AddrESS: 1984 BUFFEI{R CREEK RD
Location---: 1-984 Buffehr Creek Rd
Parcel No-- : 2tO3-L23-02-006
Applied--: O7/28/L999
Issued--- z 08/05/1999
To Bx;rire z 02/OL/2OOO
DescripEion:
Remodel,/Addition
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COndiLiOnS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
l_. FrELD INSPECTTONS ARE REQUTRED TO CX{ECK FOR CODE COMPLTATVCE.
2. SMOKE DETECTORS ARE REQUIRED IN AI.I. BEDROOMS AND EVERY STORY
AS PER S8C.310.6.1 0F THE 1997 IIBC.
** * *!r r r * +!r* ** * rt* * *t. r.* t rl* * ** ** ** n * * *:r l* * l * *t:l i * * * *t ** ** * ** **
TOI{N OP' VAIL, COIORADO Statemnt
*****!r*f **a*f **tl***i**t**ta***t+t*t*t***t*t*t***t**t****t}**t*t**
gt.atemnt l[umber: REc-o532 Anount :767 .OO 05/22/OO L5 235
Permit No:
Parcel No:
site Mdreee:
LocaEion:
This Palment
2 t 92A .4O
817 . O0
2 , 111.40
T/n^) il*Eg
payment Method: 643? notation3b rnit: JN
899-0201 rype: A-BUrrJD ADD/Ar'T SER BUIIiD PE
2LO3 -1-23 -02 - 006
1984 BUFFEIIR CREEK RD
1984 Buffehr freek Rd
TotaL Fees:
761 .OO Total AIJ. Pmta:
Balance :
:t****it*trlt**t***ttr!*rlt*rla*!tl*tll*tt**l*it*t***ll!rt*i***t****t*at
Accou[t, Code DegcriPtion Amount
BP OO1OOOO31111OO BUIIOING PERMIT PEBS 76?.00
-7-F_--c e
/l
TO|riNfl,FyAIL
NOTIFICASTON OF APPROVED PERMIT STATUS
y',.;r/1,/^:
/t (t{ 4'r'f,
,{[
Contractor: ACHELPOHLCONSTRUCTION
Address: P.O. Box 2432
Vail. CO 81658
Permit #: B99-0201
Job address:
Owner:
Job description: Remodel & addition
IT WAS APPLIED F'OR. BUT HAS NOT BEEN PAID FOR NOR SIGNED FOR TIIE CODE ON
EXPIRED PERMITS REQUIRES US TO COLLECT TIIE PLAN CHECKFEE IF'APPLICABLE.
THIS WILL AI'FECT THE ISSUANCE OF PERMITS THAT YOU APPLY FOR IN THE
FUTURE. IF YOU HAVE DONE TEE WORK WITIIOUT TIIIS PERMIT WE ARE REQUIRED
TO CIIARGE A DOUBLE F'EE. WE ARE ALSO PLACING A LOCK ON YOUR CONTRACTOR
LICENSE WEICII WILL PRf,,VENT YOU FROM GETTING ANOTHER PER]VIIT UNTIL THIS
IS RESOLVED.
Please call 479-2149 or come into our offrce at your earliest co
know how you would like to proceed. Thank you.
Department of Communiry Development
75 South Frontage Rctad
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
NTOTIFICATION OF APPROVED PERMIT STATUS
Contractor: ACHEI,POHI. COI{STRUGTT0N
Address: p-o- Rox ?4i?, vArT-, co 8t659
Date Pcrmit was applied for :7l28leg Permit #: 899-020f
Balance due: $2,878.40 Plrrn Chcck X'ce:$767.O0
Job address: 1984 BIIFFEHR CREEK ROAI)
Owner:BRIAN ItcCARTNHf
Job description: REr,tonFJ. & ADnTTToN
OUR SYSTEM SHOWS THE STATIJS ON THIS PERIVIIT TO BE O{JTSTANDING.
IT W.{S APPLIED F'OR. BU't HAS NOT BEEN PAID FOR NOR SIGNED F'OR THE CODf, ON
EXPIRf,D PIRIIIITS RI',QUIR[,S US TO COLLEC'I THE PLAN CHECK I'EE IF APPLICABLI'.
THIS WILL AFFI,CT THE ISSUANCE OF PER,TUTS THAT YOU .{-PPLY FOR IN THE
F.U].URE, IF.YOU HAVE DONE THE WORK WI'IHOUT THIS PERMII.WE ARE REQTJIRED
TO CHARCT, A DOUBLI Ff,E. WU .{RE AI-SO P{-.\CING.\ I-OCK O1..{ YOTJR CONTR\CTOR
LiC0NSE WtltCH Wti-l- PRUVI Nl' l OU l'R0rr*t GI'l I'f lNG .\NO]'tlER i'ERlIIl' L'N'!'IL 'l}lIS
i5 Rr,soLVtD.
Please cr l 179-2139 or comc into our ollice at your carliesl convcnience to let us knorv horv t-ou
lvould like to proceed. Thank you.
{2 *'"o'uo ''o'u'
?P:ftcl'ol55
rowN oF vnrOor.rsrRucroN pERMrr eilrcn'o* ,f*T- o20l
INFOR]VIATION MUST BE COMPLETE OR THE APPLICATION WILL BE R,EJECTED
Contact the Eaale Counly Assessors Office at 970-328-8640 for Parcel #
Parcet H Zl0'3tZ1o LooQ
Pemrit #
Electrical 1 .t Mecharucal ( )Other ( )
Filine Subdivision
Address:
Address vno""* (7L -B(ol
o^,, 'f -ZL -11
,"u*r."",Mc&tfit} AbbrrTod rob Address:
Building (|.{
Legal Descnption:
Owners Name:
Architcct:
Plumbing ( )
Lot Block
Descriotion of Job:
Work Class: Nerv ( )
Number of Dwelling Units:
)l
Alterauon ( )Additional fQ Repair ( )Other ( )
Number of Accommodation Units:
Wood/Pellet
VALUATIONS
ELECTRICAL: $
MECHANICAL $
CONTRACTOR INFORMATION
Number and Tlpe of Fireplaccs: Cas lpptiances ?? 3 Gas Logs
BUILDING: $ ZIO ooo
PLUMBING S
Phone #
Address:
Pltonc #Town of Vail Re!:isuation No
Plumbinq Contractor:
Town of Vail Registratron No.
Mechanical Contractor:
Tou n of V:ril Rcgislration No.
Addrcss:
Phone #
Address:
Phone #
Generarcontractor, ACaeOsAL tnv{, Address: Nl4<Z t&rt
Torvn orvarl Registration *". t/o4 'B
Electrical Contractor:
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
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6A/62/2666 Lat26 4ASOAAa MONROE NEI4ELL
(l
Project #4930
Location: Lot 19, Buffebr
Temp: 70' at 12:05 P.M,
PAGE A2/95
vr il, Color.do
Denvcr. Colo.il d9
l)ilion, (:ole13 do
Date: August i,2000
Proj ect: McCartney Residence
Weather: Sunny
'ua D\50
q\/LVw
Creek, Colorado
Monroe & Newell
E[gine(rs, Inc.
To:Galen A. Aasland Architect. P-C.
PO Box 383
Vail, CO 81658
Attn: Mr. Galen Aasland
The site visit was requested by the general coEtractor. The purpose of the site visit was to review tle
installed framing.
The following was noted:
I A 12 x 12 timber column is in place at the entry. The base is shimmed up on a concrete picr,
The contractor shall instdl solid non-slurnk grout in the gap uder the column.
The column noted in itecr 1 is supporting a 12 x 12 horizontal member which has been ripped
to a wrdth of | %" to wrap around the existing framing. This mernber shall be connected
from the inside of the existing franing wtth,%" diameter lag-bolts at l'-0" on ccntcr. The
soffit sheathing under the existng framing will have to be removed to accomplish tltis.
An existing living room ceiling steel beam was reiuforoed with steel side and bottom plates.
The required welding was to be continuous each side. The welding that is in place needs to
be completed to match fts raslding shnwn in the previously issued structural detail.
A new W10 x 15 was installed under tie living room ceiling south of the existing beam noted
in item 3. These two bearns shall b* c:onr^ected as indicated in the attached section Cl. A
beam/colunrn connection should also be installed as shown in section Cl.
The contracror's altemate for attachment of a 2 x top plate on new steel beams shall be %"
diameter bolts spaced at 3'-0" on center in lieu of 2'-0" ou center.
70 Benchrrrark R()a(l . Suite 2O4 . P O. Box 1597 . AvoD, Colorlldo 816?0
(970) ?49-7768 o FAX (970) 949-{0t{ . e,nail: avt:ntFrnonrc.lc-ncwell.corn
2.
5.
).
TO:
FROM:
DATE:
SUBJECT:
ALL CONTRACTORS CURF€NTLY REGISTERED WTTH THE TOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS AND COMMT]NITY DEVELOPEMENT
JANUARY I, 1999
CONSTRUCTION PARKING AND MATERIAL STORAGE
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITEI)
A. Unlawful deposits: Subject to subsection C thereof, it is unlawdrl for any person to litter,
track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt,
snow, ice, or any other debris or material upon anv street, sidewalk, alley or public place, or
any portion thereof.
n. Notice: Abaternent: The Director of Public Works may notiS and require anv person who
violates or Gtuses another to violate the provision of subsection A hereof, or who has in the
Director's employment a person who violates or causes another to violate the same, top
remove such iand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within
twenty four (24) hours after receip of sard notice by the Director of Public Works. [n the
event the person so notified does not comply with the notice within the period of time herein
Specifred, the Director of Public Works, or other au&orized agen! may cause any such sand,
gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street
or alley at the expense ofthe notified.
C. Exceptions: The provisions of subsection A hereof shall not be applicable:
t. Within ttre immediate area of any construction, maintenance or repair project of any
street or alley or of any water main, sewer main, electricity line. gas line, telephone line
or any appurtenanc e tlereto;
Z. fodipoii*ofsand,dirtormaterialsnecessaryfortheprotectionofthepublicsafety;and
3. To public areas designated for the dumping or depositing of said materials.
D. Summons; Penalty: As an alternative to the notice for removal provided in subsection B
above, any
person who violates or causes another to violate the same, may be issued a summons to
appear before the Municipal Court of the Town for said violations, and upon being found
guilty ofa violation hereunder be punished as provided in Section l-4-l ofthis code.
E. I{otice; Pena.lty: It is unlawful foi any person to fail or refuse to comply with the notice of
the
Director of Public Works as provided in subsection B hereof. and any such person shall, in
addition to payment of the expense of removal incurred by the Director of Public Works, as
provided insubsection B hereof" upon being found guilty ofa violation hereunder, be
punishableasprovidedinSectionl-4-1 ofthisCode. (1997Code: Ordinance5(1979)
Read and acknowledged by:
Position or Relationship to Project:
(i.e. contractor or owner)
,^r", 1-'Lrb'fr
TOIUN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
BUILDING PER\TIT ISSUANCf, TIME FRAME
If this permit requires a Town of Vail Fire Department Approval- Enginecr's (Public Works)
revielv and approval. a Planning Department review of Health Department revicw, and a review
by' the Building Departmcnt. the estimated time for a total review mav take as long as three (3)
rveeks.
All commercial (large or small) and all multi-family pcrmits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount of
trme. Horvcver. if rcsidential or smaller projects impact the vcrious above mentioned
departmcnts rvith regard to necessary revierv, these projects mav also take the three (3) week
penod.
Every attempt rvill be made by this department to expcdite this permit as soon as possible.
I. thc undersigncd. understand the Plar Chcck proccdure and time frame. I also understand that if
the permit is not pickcd up by the expiration date. that I must still pay the Plan Check Fee and
that if I fbil to do so it ma1'affect future permits that I apply for.
Agrced to by-:
Pro.ject Name:
,^r", 'l'?,b '?1
Work Sheetlvas tumed lnto tlte Community Development Dept.
tp'"n'*o'n'""
TO:
FROM:
DATE:
RE:
MfMORANDUM
A],L CONTRACTORS
TOWN OF VA]L PUBLIC WORKS
JAMJARY 1, 1999
WHEN A "PUBLIC WAY PERMIT: IS REQLTIRED
JOB NAME:
DATE:
PLEASE ANSWER THE FOLLOWING QUESTIONNA]RE REGARDING TTIE NEED FOR A
"PIJBLIC WAY PERMIT':
l. Is this anew residence? YES NO 1(
2. Is demolition work beiag perfonned that requires the use of the Right-of-Way, easements or
public property? YES
Is anv utili8 work needed?
NOt(
YEs '{ NoJ.
4.
6.
Is the &iveway being repaved?YES NO >r.
Is a diferent access needed to the site other than the existing driveway? YES NOv.
Is any drainage work being done that affects the Right-of-Way, easements, or public property?
YES NO c(
NO \A1.
8.A. Is ttre P.rght-of-Way, easements or public property to be used for stagttrC, parking or fencing?
YES NO *.B. If NO to 8A" is a parking staging or fercilg plan required by Conmunity Development?
YES NO Y-.
If you answered YES to any of these questions, a "Public Way Permir" must be obtained.
"Public Way Permit" applicuions may be obtained at the Pubiic Work's office or at Commufty
Development. Ifyou have any questions please call Leonard Sandova.l from Public Works at 479-2198.
I HAVE READ Atr TrrE ABOVE QUESTIONS.
Aoa.i-=o"r. C,**
Is a "Revocable Right-of-Way Permit" required? YES
Cornr:anv Name
l.
2.
6.
7.
J.
5.
4.
PUBLIC WORKS PER]VIIT PROCESS
How it relates to Buildins Permits
Fill out our check list provided with a Building Permit Application
If yes was answered to any of the questions then a "Public Way" is required. You
can pick up an application at either Community Development, located at 75 South
Frontage Road or Public Works, located at 1309 Vail Valley Drive.
Notice sign offs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to 48 hours notice to schedule a locate.
A construction traffic control/staging plan must be prepared on a separate sheet of
paper. An approved site plan may also be used. This plan will show locations of
all traffrc control devices (signs, cones, etc.) and the work zone, (area of
Construction, Staging, etc.). This plan will expire on November I st and will need
to be resubmitted for approval through the winter.
Sketch of work being performed must be submitted indicating dimensions (length,
width and depth of work). This may be drawn on the traffic control plan or a site
plan for the job.
Submit completed application to the Public Work's office for review. If required,
locates will be scheduled for the Town of Vail Electricians and Irrigation crew
The locates take place in the morning, but may require up to 48 hours to perform.
The Public Work's Construction Inspector will review the application and
approve or disapprove the permit. You will be contacted asto the status and any
requirements that may be needed. Most permits are released within 48 hours of
being received, but please allow up to one ( 1 ) week to process.
As soon as the permit is processed, a copy will be faxed to Community
Development allowing the "Building Permit" to be released. Please do not
confuse the "Public Way Permit" with a "Building Permit" which is to do work
on a project itself.
NOTE:
The above process is for work in a public way ONLY.
Public Way Permits are valid only until November 15'n.
A new Public Way Permit is required each year if work is not complete.
ASBESTOS
CBRTTFICATION
STATE OF COTORADO
Colorado Department of public Health
and Environment
Air Pollution Control Division
This certifies that
Edward M. Baltzer
Certification No. 999-99-0001
has met the requirements of 2S-7-SW, C.R.S. and Air eualitycontrol commission Regulation No. 8, part B, and is hereby
certified by the state of colorado in the folrowing discipline:
BUILDIIIG INSPECTOR *
Issued: 02/0711999
Expires: 0210712000
* This ceniJicote is valid only with the possasion af cunent AEEM certilication in the discipline listed
above
Record Number: 471 1
li'i!::ii' i" i il
Environmental Scientists and Engineers. Inc.
July 21, 1999
Mr. David Achelpohl
Acapolco Enterprises, Inc.
Box2432
Vail. Colorado 81658
Subject:
Dear David:
Per your request, Walsh Environmental Scientists and Engineers, lnc. (WALSH) has
performed an asbstos inspection of the above-referenced residence. The objective of
this inspection was to identify the location and extent of asbestos-containing building
materials (ACM) in the structure prior to construction or demolition that may affect these
materials.
Bulk samples of various suspect materials were obtained and submitted to an independent
laboratory for polarized light microscopic analyses. Six (6) samples were collected.
WAISH conducted this asbestos survey in accordance with the Asbestos Hazard
Emergency Response Act (AHERA) protocol, which is mandated by Colorado Regulation
No. 8 and EPA regulations.
The inspection confirmed that regulated levels of asbestos exists in both types of linoleum.
Tar-impregnated roofing material is also assumed to be asbestos containing. Abatement
of the linoleum is required prior to construction or demolition activities that will affect it.
The Colorado Department of Public Health and Environment (CDPHE) must issue a
demolition permit prior to structure demolition; a permit application is included in
Appendix D. Once the asbestos has been abated, the CDPHE requires two weeks for
permit issuance. Additionally, the facility receiving the demolition waste must be notified
that they may be receiving a Category I, non-friable asbestos-containing material if
roofing is contained in the demolition debris.
Western Slope Division:
2-5-5 Main Street. Grand Junclion. Cokrrado . 815()l phone (9701 l, .+616 IAX (970) l.+l_.lll2
Corporate Office:
-1t88 Pearl East Circle. Suite lOtl .Boulder.C'okrrat[r.lii)l(il']'175.I'hont'tlOll.l-11 llhl . I-AX tl0l t '1.1:l'0367
fih
rfta,
fua*-t
Vail. Colorado
Collected samples were analyzed by DCM Science Laboratory, Inc. (NVLAP
Accreditation No. 101258) of Wheat Ridge, Colorado, using polarized-light microscopy
(PLM), a bulk sample analysis method established by the National Voluntary l:boratory
Accreditation Program (NVLAP). Bulk asbestos samples were analyzed using EPA
Method 600/R-93/116.
WALSH recommends getting an asbestos abatement contractor to remove the linoleum in
the bathrooms and the pantry. The kitchen floor should be checked to determine if the
linoleum is present underneath the ceramic floor tile; if so, it also must be abated prior to
remodeling that would affect it. After abatement, the demolition permit is to be
completed and submitted to the air pollution control division of the Colorado Department
of Public Health and Environment.
The laboratory analytical data sheets, chain-of-custody form, asbestos inspector
certificate, state demolition permit, and asbestos inspection forms are attached. If you
have any questions, please contact me at (970) 241-4636. Thank you for selecting
WAI"SH.
Edward M. Baltzer, CI
District Manager
Attachments: As listed
OUALIFICATIONS AND LIMITATIONS
WALSH con&cted this investigation in accordance with current professional practices. This assessment was limited to
the sampling locations and analyses described in the report. No other sampling or anallses were condlcted drring this
investigation. Only readily accessible sp:rces were inspected; therefore, it is possible that ACM may exist in areas that
\r€r€ inaccessible drring this non-destructive inspection.
If additional information conceming site enviromnenurl conditions be,,comes available, the conclusions and
rccommendations presented in this repon will not be considercd valid unless ftis intbmation is reviewed and the
conclusions and recrrmmendntions of this repon are modilied :urd approved in writing by WALSH. It is possible that
additional rcports or investigations could alter the conclusions of this assessmenr. This report is intended for use only by
the client. Any fu$re use of ihis report by anyone other than the above-referenced client will rcquire authorization by
WALSH and possible updating of the reporr.
*,Walsh
CPG 8861
Environmental Scientists and Engineers. Inc.
WALSH
Building:
Asbestos Inspection Form
Description of material:
Type of Suspect Material:Surfacing,
Name:
Project:tftl
TSI, t Wtscellaneous
Homogeneous Area #
Sample #
CONDNION
Deterioration
Water damage
Phvsical damaee
Sig. damaged
note: Sig. danaged : >10% scaftered or
N TENTIA L FO R D IS TARBA N CE
Contact:
Vibration
Air erosion
Donaged:<10% /<25%
Moderate Low
1-/-
(---
Damaged Good
e
L/
L+-
>25ok local donage.
High
Comments:
HIY SICA L CI.,/I SS IFICA TIO N
Damaged or significantly damaged thermal system insuiation (TSI)
Damaeed friable surfacins ACBIVI
Significantly damaged friable surfacing ACBM
Damaged or significantly damaged friable miscellaneous ACBN{
ACBM with potential for damage
ACBM wrth potential for significant damage
u-Any remaining friable ACBM or friable suspected ACBM
Comments:
*\\?rlstr
Environnrcntll Scrcntists rrnd Ertqrn!'ers. lnc.
WALSH
Building:
Asbestos Inspection Form Name:
Project:
Homogeneous Area# O-7-
Amount of material:'r*y*JS-,
Type of Suspect Material:Surfacing,TSI,Miscellaneous
Sample #Location
CONDNION
Deterioration
Water damage
Physical damage
Sig. damaged
note: Sig. donaged : >10% scattered
rc TNV TI.'' L FO R D ISTURBA NCE
Contact:
Vibration
Air erosion
Damaged Good
L-,'L-
L/
donage. Danaged = <10% / < 25%
Moderate Low
L-/'
or >25% local
High
_tzt-
Comments:
PHY SICA L CLA SS IFICA TIO N
Damaged or significantly damaged thermal system insulation (TSI)
Damaged friable surfacing ACBM
Significantly damaged friable surfacing ACBM
Damaged or significantiy damaged friable miscellaneous ACBM
ACBM with potential for damage
ACBM with potential for significant damage
-lz{"y remaining friable ACBM or friable suspected ACBIVI
Comments:
a= \l
WAISH
Building:
Description of material:
Type of Suspect Material:Surfacing,
Sample #
I
L
b
Asbestos Inspection Form
rq tL( ts.,h/l- <-/.- 14
N.n", Q^LW*+PrProject: Dite: XUll.r?
Homogeneous Area#12 !-
Amount of mateial { c}F se
TSI, L- Miscellaneous
CONDITION
Deterioration
Water damage
Physical damage
Sig. damaged
note: Sig. donaged : >10ok scattered or
MTBITIA L FOR D ISTURBA NCE
Contact:
Vibration
Air erosion
Damaged Good
Ll
t/
L-/
donage. Danaged = <10%o / < 25%
Moderate Low
>2 5ok local
High
t/
U
Comments:
PHY SICA L CL/t SS IMCA TIO N
Damaged or significantly damaged thermal system insuiation (TSI)
Damaged friable surfacing ACBM
Significantly damaged friable surfacing ACBM
Damaged or significantly damaged friable miscellaneous ACBM
I/dC.BM with potential for damage
ACBM with potential for significant damage
Any remaining friable ACBM or friable suspected ACBM
Comments:
^* \\?rlsh
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DEMOLITIQI NOTIFICATIONa Colorado
Ttris form requires 2 signatures and a $55 fee. Incompletc applications wilt bc rcturned. -Qucstioas? Pteasc catl 692-3179,
Slgg{y typ" of materials used in the construction of the building/structure, and arnount,in tons:
@ncrete:brick:stccl:wood:othcc
DeuotnroN CoNTRAcToR:DeuolrroN Srre:
Butt-ptxc Orv,,,.-rn:Ct'trt'tt,reo ASBESToS INSpECTOR:
i\i rrr'. tPlcrr< pnnt ri3.returr rr rquircd rt b<talo.n of (hr! f.r.m ')
C(rlo.rdo Ccnificitc ,Expintion Drtc
Drrc(r) of iorg<ction
Com1rrny Nrmc Building Nrnr (f rpplicrblc)Ycrr Builr
cnv Zip Codc City County Zip C.rtc
.!art date: Comfrletion date:
Pn<r.rr<d dcnxrlition qe( rnd coonlctioa drtcr
CnY St.t. Zip Codc
l
' I cenify that I possass currcnt AHERA and state of Colorado certifica(ion as an Asbestos Building Inspector. I
also cenit'y that I have inspccted the building ro be demolished. as listed in the Demolirion Site block, above,
samplal all suspect matcrials (in accordance with AHERA) and had them anal yzed for the presence of
esbqstos. and to the hest of my ahility have determined that (E appropriate box and sign in pen):
no .tbcrto! crlrts rnvshcrc in thc hurlding Arbcrlor Euilding lnrJrcctor rignalurc:
thc onlv ACNI lcft in tlrc hurlding rr VAT end/or tir-inrprctn cd moting fclt
rll AClil tlrr( I firund lrrs |)(cn comfrlc(cly rcmovcd frorn thir builJing
I ccnrfy tlrrt rll rcfngcrantr frtrrrr arr conditioning/rsfrigcntron applianccs
hrvc bccn propcrly rccovcrcd in rccordrncc with AQCC Rcgulation No. l5
(For inform:tion on CFC rcquircmcntr crll 692-3177.)
O Builrting Owncr or O Contnctor
Sign.tu.c:Detc:
Rcvrr.J 0l^r?H:\ ..V6rn\d.ao.p9.&.\O| IUt7I 1it
O DcH scrENcE raBoRAToRY, ,*O
BTILK ASBESTOS ATIALYSIS - PAGB 1 OF 2
SLIETiN;
IIAIJII EWVIRONMENTAL
255 MAIN STR,EET
GRAND JI'NCIIoH. C0 81s01
TOTAL ASEESTOS CO}ITENT OI' SAX?LE
OTHER FIBROUS CONSETTUERTS
NON. FIBROUS CONSTIAUEI{TS
PTRCENTACE COHPOSITION BY AREA/VOLT]UE
Dcr.{ tAB N0.: -1-A -t-B '1'c -1-D
sAuPlJ DAIE: 7-12-99 7-L2-99 7-L2'99 7-L2'99
r oF SAHPLE: 0;5r 10.0t 39.0t 50.5*
CLIENT No.: 0r-1 0t-1 01-l 01-1
ASBESTIFORX I{I}TUBAL FIBERS :cHRYsorIIs 0:0 0.0 0.0 165- 75l
AltosrrB 0,0 0.0 0.0 0.o
CROCIDOIJTE 0 r0 0.0 0.0 0.0
TRE!.IOLIIE-ACTTNOLTTE 0,0 0.0 0.0 0,0
AlfrHoPtmJrTE 0.0 0.0 0.0 0.0
TOTA! asBEsros: 0.0 0.0 0.0 69.0
8.0
23.0
100.0
P.42JUL-21-1999 Wt2?DCN SCIENCE LAE, INC.
AilALYSIS DATE: 7-20-99
RECEIPT DATE: 7-16-99
CLrEM JOB No.: 4371-010
PROJECI TITLE: VAIL ASBESIOS
PROJECI NIIMBER: WEGJT
34. 8t
4.O
96 .0
0.0
100.0
0.o
I00. o
ToTALPERCEIIIDAGE IDENTIFIED !{ATERIALS 100:O 100.0 loo. o
NoTES: sAl{PLE No. 1 coNslsTs OF 4 PARTS. PART A Is YELLOW RESIN. PAnT B TS TAN AllD
BROIJN RESIN, PART C IS IIHITE FOAI{ A}.ID PART D IS GRTY FIBROUS I{ATERIAI. FOR
CATCIII,ATION OP TUIAL ASBESTOS CONTENT OF SAIITPLE, TRACE (TR) IS ASSI'IIED TO BE 0,5t.
DCN SCIENCE LAB, INC.J[JL-21-1999 o9.28
CLIEM:
I{AUITI ENI'IRONMENTAL
255 HAnC SItsDEI
GRAND JONCTTOH, CO 81s01
TOTAI, ASBESTOS CONTEII OF SA}I?LE
OIHER TIBR(ruS CONSTITI'ENTS
NOtr.EIEROT'S CONSTITT'EI{TS
P. A3
DCl{ SCIENCE IABORATORY, '*'IBI'IX ASBESTOS ANALYSIS - PAGE I OF 3
AMI,YSIS DATE: 7.20.99
RECEIPI DATE:7 -16-99
cLIEt{f iJoB No. : 4371-010
PROJECT TITI,EI
PR.OJECT NUUBTB:
VAIL ASBESTOS
WEGJE
PERCENTACE COMPOSITION BY AREA//1JOLTJ}TE
DCI{ lAB N0. : -1.-A -1-B -1-C
sAttPLE DATE: 7-12-99 7-12-99 7-L2'99
$ OF SAI.IPLE: 2,;0$ 5.0t 15.0i
CLIEI{T N0.: 02-l 02-l 02-I
ASBESTIFONX UINERAL FIBERS :CHRYSffiIIJ 0;0 0.0 0.0
Ar{osrrE 0t0 0.0 0.0cRocrDolrrD 010 0.0 o.0
Ia,EIoLITE-AGTINoLITE 0;0 0.0 0'0AItltOPtflnLrTE 0,,0 0.0 0.0
TOTAL ASBESTOS: 0.0 0.0 0'0
37 .1$
TR
100.0
- 1.D
7 -L2-99
25 .0r
02-L
0.0
0.0
0.0
0.0
0.0
0.0
- 1-E
7 -L2-99
53 .0r
02-1
[ 70- 80]
0.0
0.0
0.0
0.0
70 ,0
TR
100.0
0.0
100.0
0.0
100.0
5.0
25.O
TOTAL PERCEIIIAGE IDENTIFIED I{ATERTAI,S _166]0 1OO.O IOO.O --]00:6- -T66--
NOTES: SA}IPIJ NO. 1 CONSISTS OF 5 PARTS. PART A 1S YELLOW RESIN, PART B IS SHITE
PIASTER, PABT C IS CIIAR RESIN, PART D IS WHITE FOAII AND PART E IS GREY FIBROUS
UATERIAL.
JLr_-21-1999 A9.n
CLIEIIT:
I{ALSII EMIIROTII,TENTAI.
255 UAIN SIBEET
CM}ID JI'N6TION, CO 61501
DCN SCIENCE LAB' INC.
'
Dclr scrErilcE rABoRAroRY, ,".?
BULK ASBESTOS ANALYSIS - PAGE 2 OF 3
P.44
DCM IAB NO.:
SAIPLE DATE:I OF SAIIPLE:
CLIENT NO.:
ASBESTIFORI{ UINEML EIBERS :
GIIRYSOTIIJ
Altosr:rE
CROCIDOLITE
TBEI{OLITE - ACIINOLITs
ANITIO$n|LLITE
TOTAI ASBESTOS:
TMAI. ASSESTOS CONTBIIT OF SAXPLE
OIHER FIEROUS CONSTITUENIS
I{ON - FIBROUS CON8TTTI'ENTS
ANALYSIS DATE; 7.2!.gg
RECEIPT DATE: 7-15-99
CLIENT:JOB NO.: 4371-010
PROJECT TITIJ: VAIL ASBESTOS
PROJECT NUUBER: I{EGJS
-2-A -2-B -2-C -2-D
7-t2-99 7-L2-99 7-12-99 7-12-e95:0r 15.0r 30.01 50.01o2-2' O2-2 02-2 02-2
0i0 0.0 0.0 [70-8ol0;0 0.0 0.0 o.O0:0 0.0 0.0 0.O
0;0 0.0 O. O O, O0;0 0.0 0. 0 0. o
0.0 0.0 0.0 70.0
35 .0r
PERCEMAGE CO}TPOSITION BY AREA,/VOUN{E
0i0
100 :0
0.0
100.0
0.0
100. 0
s.0
25 .0
ToTALPSRCENTAGE IDENTIFIED I,IATERIALS 100.0 100.0 100. 0 100. o
NOTES: SAIITPI^E NO. 2 CONSISTS OF 4 PARTS. PART A IS YELI.PW RESIN, PART B IS CIJAR
RESIN, PART C IS WHTTE FOAI{ AND PART D IS CREYIFIBROUS HATERIAL,
JUL-z1-1999 A9"?8 DCI.I SCIENCE LflE, INC.P. 65
DCI{ SCIENCE UBC'RATORY, '*PBI]I.K ASBESTOg AI'TALYSIS . PACE } OF 4
PERCENTAGE COMPOSITION BY AREAAOLI'UE
DCll IAB NO.: -1-A -1-B -l'c
gAfiPLE DATE: 7-L2-99 7-t2-99 7-L2-99
t 0F SAMPLE: 3.0t 12.0t 85'0t
CLIENT NO.: 03-1 03-I 03-l
ASEESTITONH UII{ERAT FIBERS ;cr{RYsorrlJ 0.0 0.0 0.0artosrrE 0,0 0.0 0.0CRoCIDOLITB 0:0 0.0 0.0TREUOLTTE-ACTTNOLTTE 0;o 0.0 0.0ATffgOflIYII,ITE O. O O. O O. O
TOIAL ASBESTOS; 0; 0 0.0 0.0
CIJENT:
rtAI,sH EHVIROIq{nSTAI.
255 I{AIII SIREET
snAl{ID JUICTIOI|. CO 81501
TOTAL ASDESTOS COICTEI{T OT' SAT{PLE
OfiIER. FIBROIIS COI{STITIJENTS
NON.FIBROI'S CONSTITI]EIrIS
IOTAL PEROSITTAGE IDTNTIFIED XATERIALS
ANAIYSIS DATE: 7-20-99
RECEIP| DATE: 7-16-99
CLIENT|JoB l{o- : 4371-0I0
PROJECT TITLE: VAIL ASBESTOS
PR0JECT MIMBER: i{EcJg
0.0r
0:0
1001 0
97 .O
3.0 100.0
100.0 r00. o 100. o
NOTES: SAI{PI.E TTO. l CONSISTS OF 3 PARTS. PART A IS MIITE PAINT, PATT B IS BROWN
FIBROUS I{ATERIAI, AI{D PART C IS IIHITE PIASTER.
TR
JtL-21-1999 A9t29
CLIENT:
IIN.SH ENVIIBONHENITAL
255 t{AIr{ smEEt
GT,AND JnNC!IoN, C0 81501
ASEESTIFORM HI}IENAL FIEERS :
cr{RYso[rtjE
AT{OSITB
CROCIDOLITE
TRII.IOLITE -ACTINOLI M
Ar$tStoPFnfiTs
TOTAI ASBESIOS:
TqIAI. ASBESTOS CONTEN? OF SA}IPLE
OTHER FIBROUS COUSTITUENTS
NOI{. FIBROUS CONSTII'JENTS
DCI1 SC TENCE LNB, INC,
DCIT SCIENCE I.{3ORATORY, IN'
BIILK ASBESTOS ANALYSIS - PiCS 2 OF 4
P.A6
PERCE}ITAGE COMPOSITIONi BY AREAAOLIJI{E
DCM IAB NO.: -2-L -2-B -2-C
5AHPLE DATE: 7-I2.99 7.L2-99 7-I2-99t 0F SAMPLE: 2,0r 10.0t 35.0t
GLIEM N0.: 03-2 03-2 03-z
0.0 0.0 0.00;0 0.0 0.00.0 0.0 0.00.o 0.0 0,00.0 0.0 0.0
0 .0 0,0 0.0
AT,IALYSIS DATE:
RECEIPII DATE:
CLIENI' JOB NO,:
PRo.IECtr TITLE:
PROJECT NU}IgEfi,:
0.0r
0:0
:
100,0
7 -20-99
7 -L6-99
4371-010
VAIL ASBESTOS
WEG]9
-2-D
7 -12-99
53 .0r
03.2
0.0
0.0
0.0
0.0
0.0
0.0
97 .O
3.0
0,0 0.0
100.0 r00.o
TOTAL PERcEITTAGE IDENTIEIED EATERTAIJ -T66,0 _-iOO.O lOO.O IOO.O
NOTES: SAI'IPLE l{0. 2 CONSISTS 0F 4 PARTS. PARI A IS lrltITE PAINT, PART 8Is BnolJll
FIBROUS !iATER AL, PART C IS WHITE PIASTER AND ?ART D IS PINK ?LASTER.
Jt-[_-21-1999 W|8
CllEIITr
OTIIER FIBROIIS 6!!{STITUEtrTS
NON. FI BROUS CONSTITI'EIITS
DCN SCIENCE LAEI INC.
DCM SCIENCE
'^UO*rO**, 'OoBUIX ASBESTOS ANALYSIS - gAcE 3 oI' Il
PERCENTAGE qoMposrTroN By ARtAnoLUUE
DCI{ IAB No.: -3.Aj -3-B -3-C
sAltPLE DATE: 7-L2-99 7-L2-99 7-L2-99t 0F sAltPLEr 2-0$ 30.01 68.0r
CLIEM No. t 03-3: 03-3 03-3
ASBESUFORI.T I.IINE8AL FIBERS :CHRYSOTITJ 0.0 0.0 0.0AUOSITE 0,.0 0.0 0. 0GRoCIDoLITE 0,.0 0.0 0.01B&{OLITE-ACIINOIjTE 0,.0 0.0 0 .0ANTHOP|miLITE 0.0 0 .0 0.0
rOTAI ASBESmS: 0,.0 0.0 0.0
$TAJ. ASBEST0S COI{TENT 0F SAI'IPLE 0;0r
IIALSII E}IVIRONHEN?AL
255 IIAIN Sl?EEr
GRAND JUNC?r()I.I, co 81s01
AIqALYS,IS DATE: 7 -20'99
RECEIHI DATE: 7-16-99
cLIENT JoB No.l 437I.010
PROJECT TITLE: VAIL ASBESTOS
PROJECT MJMBER: I{EGJ9
0!0
100.0
P.47
98.0 TR,
2.0 100.0
TOTAL PRCEIiITAGE IDENTIFIED XATERIALS 100:0 100.0 r00.0
I{OTES: SAXPLB NO. 3 CONSISTS OF 3 PARTS. PAX.T A IS WIITE PAINT, PART B IS TAN
FIBROUS I{AIM.IAL AIID PART C IS IJHITE PI.ASTER-.
TOTfl- P.A?
t o"p"] "tt;ffillil Deveropmenr
75 S. Frontage Road
Vail, CO 81657
a
Nam ?",r.1 Receipt No. t' ./ u"l-/ Q''
O"t"-:, -t-':-J22-
Address:)
Pro l/-e/-
Please make checks to the TOWN OF VAIL
Account No.Item , No.Code # Cost Each Total
001 0000 314 1 110 Zoning and Address Maps z $s.00
001 0000 314 1112 Uniform Buildino Code - 1997 - Volume 'l&2 tIt
001 0000 3141112 Uniform Buildino Code - 1997 - Volume 3 $s7.20
001 0000 3141112 Internatronal Plumbing Code - 1997 CB $36.00 .
001 0000 3141112 International Mechanical code - 1998 ual DJC.VV
001 0000 314 1112 Uniform Mechanical Code -1997 $33.60
001 0000 314 1112 U niform Fire Code
001 0000 314 1112 National Electrical Code $37.00
001 0000 3't4 1112 Abatement of Dangerous Bldg.'s 1 997 $9.9s
001 0000 314 1112 Model Enerqy Code - .1995 $10.00
001 0000 314 1112 Analysis of Revisions to 1997 Uniform Codes
001 0000 314 1112 Other Code Books Ut5
001 0000 s141211 Blue PrintsiMvlar Copy Fees BF $7.00
001 0000 314 .r .l 11 Xerox Copies xc $0.2s
001 0000 314 1111 Lionshead Master Plan ($1 .80/$1 .60)IVS $40.00
001 0000 314 111r Studies. Master Plans. etc.IVS
001 0000 31 5 3000 Penaltv Fees/R+l nspections PN
001 00003112300 Plan Fleview Re-check Fee ($40/oer hour)PF
001 0000 315 2000 Off Hours lnspection Fees OH
001 0000 312 3000 Contractors License Fees CL
001 0000 312 4000 Sign Application Fee sP 520.00
001 0000 312 4000 Additional Sign Application Fee SP
001 c000 311 2200 Desiqn Review Board Fee (Pre-paid)DR - .4-h.@d
001 0000 31s 3000 Buildinq Investiqation Fee PN
001 0000 240 3300 Developer lmprovemenl Agreemenl Deposil D2-DEP10 AD
001 0000 312 1000 Restaurant License fee (TOV)RL
001 0000 230 2000 Soec. Assess.-Restaurant Fee to Co.Deot.Rev.SA
.001 0000 201 1000 Taxable @ 4.5% (State) - Tax payable Its
.001 0000 310 I100 Taxable @ 4.07" (Town) - Rerail Sales Tax T7
Other/Misc.MS
001 0000 311 2500 iPEc APPLIcAnoN FEES
001 00c0 311 2s00 Additional GRFA - "250"PV $200.00
001 0000 31 1 2s00 Conditional Use Permit PV $200.00
001 00003112500 Exterior Alteration - Less than 100 so. ft.PV $200.00
001 0000 311 2s00 Exrerior Alteration - More than 100 sq. ft.PV $500.00
001 0000 311 2500 SDecral DeveloDment District - NEW PV $1,500.00
001 0000 31 r 2500 Special Development District - Maior Amend PV $1,000.00
001 00003112500 Soecial Develooment District - Minor Amend PV $200.00
001 0000 311 2500 Subdivision Fees PV
001 0000 31 1 2500 Variance PV $250.00
001 0000 31 1 2500 Zonino Code Amendments PV $250.00
Re-Zoninq PV $200.00
001 0000 319 3100 Greenstar Proqram
Other -MS
TOTAL:fl.@c
Comments:
Received byl,it '\''
F:/Ev€ryon€/Forms/Salesacl.exe
o
D esign Review Action Form
TOWN OF VAIL
Project Name:
McCartney Residence
Project Description:
Residential Addition/l{ew deck
Owner, Address and Phone:
Brian McCartney & Linda Bebl, 1984 Buffehr Creek Road, Vail, CO 81657
Architect/Contact, Address and Phone:
Galen Aasland, Box 383, Vail, CO 81658
Project Street Address:
1984 Buffehr Creek Road
Legal Description:
Lot 19, Buffehr Creek
Parcel Number:
Comments:
Project#: PRJ00-0162
Buildine Name:
Motion by:
Vote:
Condition:
Board / Staff Action
Action: StaffApproved
l. That Public Work's approval is required at Building Permit.
Town Planner:
Brent Wilson/JAR
Date:
6/05100
F:\EVERYONE\DRB\APPROVAL\00\N.{CCARTNE.Y
DRB Fee Pre-Paid:
s50.00
euestionsz ?r the Prannins t# {r#r;:? / bA
T0t{.7 APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application ls for any project requiring Design Review approval. Any project requiring design review must
receive Design Review approval prior to submitting for a building permit. For specific information, see the submittal
requirernents for ttle particular approval that is requested. The application cannot be accepted until all the required
information is submitted. The project may also need to be reviewed by the Town Council and/or the Planning and
Environmental Commission. Design Review Board approval expires one year after final approval unless
a building permit is issued and construction is stafted.
A. DESCRIPION OFTHE REQUEST , ltorye AJJ"(.* A*.a ?€-^*.'dr(
LOCATION OF PROPOSAL: LOT:Fr11x6. 9e'lrbJ(!,ts(o\ .f bo#u <rokB.
D.
E.
F
PHYSICAL ADDRESS:
PARCEL #:?&l77oZ 665 (Contact Eagle Co. Assessors Office at 970-328-8640 for parcel #)
NAME OF OWNER(S):t.-{ O Bo
CL€EV, 4t - labo
owNER(S) SrGr{nruRE(S):
NAME OF APPLICANT:A5Lrq^rO
MAILING ADDRESS:
PHONE:11p 'qtu. E 16 |
TYPE OF REVIEW AND FEE:tr New Construction - $200 Construction of a new buildinq.S Addition - $50 Includes any addition wherd square footage is added to any
residential or commercial building.tr Minor Alteration - $20 Includes minor changes to buildings and site improvements, such
as, reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
DRB fees are to be paid at the time of submittal. Later, when applying for a building permit, please identify
the accurate valuation of the project. TheTown of Vail will adjust the fee according to the project valuation.
PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNIW DEVELOPMENT,
75 SOUTH FRONTAGE ROAD, VAII COLORADO 81657.
tJ
7a2>
r0nnm ADDITIONS - RESIDENTIAL OR COMMERCIAL
SUBMITTAL REQUIREM ENTS
GENERAL INFORMATION
Applicants requesting the review of additions which require the utilization of an Additional Gross
Residential Floor Area (GRFA) (250 ) request must also submit a Planning and Environmental Commission
(PEC) application. If the addition requires an Additional GRFA request, the applicant must receive PEC
approval prior to Design Review Board approval.
I. SUBMTTTAL REOUIREMENTS
tr One complete set of existinq floor plans or "as-built" drawings with all specifications
snown.
Questions? aJ|l. Planning Staff at 47s-2138
D . A preliminary title report, including schedules A and B, to verify ownership and easements.
D Condominium Association approval, (if applicable).
D Photos of the existing structure.
tr Specifications of all materials and colors of the addition.
tr Tooooraohic survev, stamped by a licensed surveyor, at a scale of 1" = 20'or larger, on
which the following information is provided:
tr Ties to existing benchmark, either USGS landmark or sewer invert. This information must
be clearly stated on the survey so that all measurements are based on the same
commencement Doint.
n Lot area and if applicable, buildable area.
tr Legal description and physical address.
tr Scale with a graphic bar scale and north arrow,
tr Property boundaries to the nearest hundredth (.01) of a foot accuracy. Distances and
bearings and a basis of bearing must be shown. Show existing pins or monuments found
and their relationship to the established corner.
tr Topographic conditions at tvvo foot contour intervals unless the parcel consists of 6 acres
or more, in which case, 5'contour intervals may be accepted.
tr Existing trees or groups of trees having trunks with diameters of 4' or more, as measured
from a point one foot above grade.
tr Rock outcroppings and other significant natural features (large boulders, intermittent
streams, etc.).
tr All existing improvements (including foundation walls, roof overhangs, building overhangs,
etc.).
tr Hazard areas (avalanche, rockfall, etc.), centerline and edge of stream or creek, requirecl
creek or stream setback, 100-year floodplain and slopes of 41o/o ar more, if applicable.
! Size and type of drainage culverE, swales, etc.
tr Exact location of existing utility sources and service lines from their source to the
structure. Utilities to include:
Cable TV Sewer GasTelephone Water Electric
tr Show all utility meter locations, including any pedestals on site or in the right-of-way
adjacent to the site.
I Indicate all easements identified on the subdivision plat and recorded against the property
as indicated in the title report. List any easement restrictions.
tr Spot elevations at the edge of asphalt, along the street frontage ofthe property at
twenty-five foot intervals (25'), and a minimum of one spot elevations on either side of the
lot.
Three (3) cooies of the followino:
D Site olan. at a scale of 1"=20' or larger, showing the following information:
D Existing and proposed layout of buildings and other structures.
tr Location of landscaped areas.
tr All new retaining walls with spot elevations for top and bottom of wall.
tr Location of all required parking.
n Indicate roof ridge elevations with existing and proposed grades shown underneath.
D llE]LPlans, at a scale of 1/8.' = 1'or larger (U4" = I' is preferred), clearly indicating the
proposed addition.
tr Buildino Elevations. at a scale of 1/8"=1'or larger (1/a"=f is preferred),
D If existing structure is proposed to be modified, show elevations of existing structure.
n Building elevations must be shown, clearly indicating the new addition. If building faces,
existing or proposed, are at angles not represented well on the normal building elevations,
show these faces as well. Show all rooftop mechanical systems, if applicable.
. If the intent of the proposal is not clearly indicted, the Administrator may determine that
additional materials are necessary for the review of the application.
.
lt l.
v.
PR E.A PPLICATION CON FERENCE
A prc'applicntion confcrcncc rvith Torvn of Vail .sta ff i.s rcquircd. No application can bc acccptcd unlcss thc
Inltrdatory prc-application nrccting has bccn conrplctcd. It is thc applicant's rc.spon.sibiliry to schcdulc this
nrccting by calling 970-479-2128.
TtME REO{.TIREMENTS
Thc Dcsign Rcvi*v Board rnccts on thc lst and lrd Wcdncsdays of cach month. A complcte application
fortrt and all acconrpanying rrratcrial nlust bc accepted by thc Conrnrunity Developrncnt Departnrent a
ruinitnuur of thrcc and a half (3 l/2) wecks priorto thc date of thc DRB public hcaring.
REVIEW CRITERIA
Your proposal will bc rcvicwcd for conrpliancc rvith thc Dcsigrr Cuidclincs as sct forth in Section 18,54 of the
Municipal Codc. ..
NOTE TO ALL APPLICANTS:
A. .. If a propcrty is locatcd in a mappcd hazard arca (i.c. snow avalanchg rocldall. floodplain. dcbris
. flow. rvctland, ctc). a hazard shrdy nrust bc subtrrincd and thc orvncr nrust sigr an aftidavit
rccognizirrg thc haz-ard rcport prior to thc issuancc ofa building pcrnrit. Applicants are cncouragcd
to chcck ',vith thc planning staff prior to subnrinal of a DRB application to dctcrminc thc.rclatiouship
of thc propcrty to lll lnappcd hazards.
B. Basic Plan Shcct Fornrat. Forall survcys, sitc plans, landscapc plans and othcr sitc ilnprovctncnts
plarrs, all of thc follorving rnust bc shorvrr.l. Plan sh cct siz-c utust bc 24"x 36". For largc projccts, larger plan sizc may bcallowcd.
2. Scalc. Thc rnininrunr scalc is l "=20'. All nlans nrust bc at thc sanrc scalc.
3. Craphic bar scalc.
4. North arrotv.
5. Titlc block. projcct namc, projcct addrcss and lcgal dcscription.
6. lndication of plan prcparcr. addrcr-s iur d phonc nuntbcr.
7. - . Dntcs oi original Jilarprcparati'ol and all rcvi.sion <jatcs.tt, Vicinity nrap or location map at a scalc of I"=1,000'or larger.9. Slcct labcls and nunrbcrs.
l0 . A bordcr with a mininrum left side rnarein of 1.5".
I l. Narncs ofalladjaccnt roadways.
12. Plan legcnd.
For new constnrctiou and additions, the applicant must stake and tape the project sitc to indicate
propcrty lincs, proposed buildings and building corner.s. All trees to be removed must be tapcd. Thc
applicant must ensu-rc that staking done during thc winter is not buried b;r snorv, .{ll sitc tapings
and staking must be complered prior to thc riay of the DRB meeting,
Applicants who lail to appcar bcibrc the Design Revicrv Board on their schcduled nlceting date and
rvho have not asked itr advancc that discussion on their item be postponed, will have thcir itenrs
rernoved front the DRB agcnda wrtil such tiure as the itcut has been rcpublished.
if thc DRB approvcs the application with cond.itions or modifications, all conditions of approval
nrust be re.solvcd pngl to the issuancc of a building permit.
.':
$
.: Updated 6/9?
D.
STAFF APPROVAL
Thc Administrator may rcvicrv and approve Design Rwiew applicahons. approve with cerrain modifications.
deny thc application. or nray rcter the application to thc Design Rcview Board for dccision. All staff
approvals are subjcct to final approval by the DRB. Thc following rypes of Dcsign Rcvie'r applications may
bc staff anorovcd:
A.Any application fbr an addition to an existing building that is cousistent with thc architcctr:ral dcsigrr,
rnatcriais and coiors of the building. and approval has bcen received by an authorizcd mernber ofa
c onriorrriniurn association. if appl icablc:
Any appiication to nrodify an exisring building that does not significantly changc the exisring planes
ofthe building and is generally consistent with thc architechrral design, materials and colors ofthe'
building. includins, but not limited to exterior building finish mateials (e.g. stonervork, siding. roof
rDaterials, paint or stain.), cxtcrior lighting. canopics or arvnings, fences, antennas, satcllite dishes.
rvindorvs, skylights. siding. rninor cornnrercial facadc improvcnrcnts, and other similar modilicatiorrs:
Anv applic:rtion f'or site inrprovemenrs or modifications including. but not timitcd to, driveway
rnodifications, sitc grading, site rvalls. removal or modifications to existing landscaping, installation
of acccssory structures or rccreatiollal faciiities.
ADDITIONAL REVIEW AND FEES
A. lfthis application requircs a separatc review by any local. statc or Federal agency other than thc
Torvn of Vail. thc applicarion l'ce shall bc incrcased by 5200.00. Examplcs of such rcvic,rv. may
includc. but are not limitcd to: Colorado Dcpartrncnt of Highrvay Access Pemdts. Army Corps of
Ensinccrs 404. etc.
(-
The applicant shall bc rcsponsible for paying any publishing fecs rvhich are in excess of50% ofthe
application fee. If. at thc applicant's request. any mattcr is postponed for hcaring, causing the matter
to be re-pubiished. thcn the cntire fce for such re-publication shall be paid by thc applicant.
Applications dccmcd by the Conrmtrniry Developnrcnt Departmcnt to have design. Iand usc or other
issucs which may have a significant impact on thc.conrnruriw may requiie review by consultants in
adcijtion to Torvn staff. Should a determination be made by the Tolvn staJf that an outside consultant
isnecdcd. the Conrrnuniqv Dcvclopmcnt Departmcnt rnay hire the consultant. The Departmcnt shall
cstinate thc amount of money ncccssary to pay thc consultant and this amount shall be forwardcC to
thc To'.vn b-v the applicant at the tilne of filing an application. Expenses incurred by the Town in
excess ofthc amounr ror*arried by the application shall bc paid io thc Town by thc anplicant within
30 days of notiiicarion by the Torvn. Any cxcess funds will bc returncd tc the applicant upon revicw
cr;ntnlcriorr.
li
''.updated o/y /
B.
vl.
t<
a
BI IILDIl.{G MATER IALS:
Roof
Sidino
Othcr Wall Materials
rascla
Sof.fits
Windows
Window Trinr
. . Doors
uoor I nnl
. Hand or Dcck Rails
Flucs
Flaslriugs
Chiruncy.s
Trash Enclosurcs
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:
^t9?<lrvl
eQ!9R:*
Ioreq.---_-{-----f---:-------:
NA{Urt^4-
Nrcr-'n,n- e"Jr"--.raL.,
Crecnhouscs
Ketalnlng w al ls
Exterior Lighting**
Other
+ Please specify the nranufacturer's color, number and attach a srnall color chip
+* All cxtcrior lighting must meet the Town's Lighting Ordinance i8.54.050(J). If exterior tighting is proposed,
plcase indicate thc nutnbcr offixhrrcs and locations on a separatc lighting plan. Identiff eactr fiitrue rype and provide
thc height above grade, lumcns outpui, lunrinous arca. and attach a cut shect of the iighting fixtures.
tf
' I Indetprt (/Q7
A.
PROPOSED LANDSCAPING
Botanical Nanrc Conrrrtorr Namc Ouantity S izr.i
dcciduous trccs - 2 inch calipcr
couifcrous trccs - 6 fcct in hcight
shrubs - 5 gallons
Squarc Footasc
PROPOSED TREES
AND SHRUBS:
EXISTING TREES TO
BE REMOVED:
CROUND COVER
SEED
IRRICATION
TYPE OR METHOD OF
EROSiON CONTROL
Typc
OTHER LANDSCAPE FEATURES (retaining waiis. ienccs, swirnming pools, etc.) Please specifu. Ind-icate top and
bottom clevations of rctainins walls. Maxinrunr hcight of walls rvithin the front setback i" i feet. Ma.rirnr,tm hcieht of
rvalls elscrvhcrc on thc propcny is b icct.
-i
Updated 6/97
TITILITY LOCATION VERIFICATION
This fomr is to vcriff scr-vicc availabiliry and location for new con.struction and should bc uscd in conjunction
rvith preparing your utiliry plan and schcduling installations. Thc Iocation and availability of utilities, whethcr
thcy be rnain tnrnk linas or proposcC lincs. nru.st bc approvcd and vcrificd by thc following utilitics for thc
acconrpanying .sitc plan.
Authorizcd Siqnature Date
U.S. Wcst Communications
t-800-922-t 987
463-6860 or 949-4530
Public Scrvice Company
949-5781
Gary Hall
Holy Cross Elcctric Assoc.
949-5 U92
Tcd Husky/.lolur Boyd
T.C.l.
949-553 0
Floyd Salazar
Eaglc Rivcr Watcr
& Sanitation District *
47(t-7480
Frcd Flaslcc
* Plci.sc bring a sitc plan. floor plan. and clcvations whcn obtaining Uppcr Eagle Vallcy Watcr & Sanitation
.sigrrahrrcs. Firc florv nccds must bc addrcsscd.
NOTES:
l.
)
lfthc utility vcrification fornr ha-s signaturcs fronr each of the utility cornpanies. and no
collltrcnts arc trradc dircctly on thc lbrnr, thc Torvn rvill prcsLrnrc that therc arc no problcnrs and
thc dcvclopnrcnt can procccd.
If a utiiity corrpany has conccms with thc proposcd construction. the utiliry reprcscntativc shall
note directly on thc utility verification fonn that therc is a problcm rvhich nccds to bc rcsolvcd.'ihc is.'^uc shouid ihen bc dc';ailcd in an attached lcfter to thc Town cf Vail. Horve ,;;,;i-r--.se
kccp in mind that it is thc rcspon.sibility of thc uriiify company and the applicant to resolvc
3' Thesc vcrifications do not rclicvc the colltractor of thc responsibility to obtain a Public Way
Pennit front thc Dcpartmcnt of Public Works at thc Town of Vail. Utilif.v locations must be
obtained.before digsing in any public right-of-rvay or cascmcnt within thc Town of Vail. A
:
t
" Updated 6/9?
ZONE CHECK
Datc:
Lcgal dcscription: Lot l1 Block Filing
Addrcss €t<0
Architcct GA'Q,t
Lot sizc
Total GRFA hQf- *
Allowed
=4..1)L
Primary GRFA + (425) (675*) =--
Sccondary GRFA
Phonc
Phone
Proposcd usc
Buildablc area_
Existins Proposcd Total
)c - 8rE
S FR-
Remaining
1,393
* >fo Mor "fe>
Sitc Coverage
Hcight
Sctbacks
Landscaping
Rcaining Wall Hcigha
Parking
* 675 = 425 crcdit plus 250 addition
Docs thi.s rcqucst involvc a 250 Addition? p o
Horv much of thc allorvcd 250 Addition is used with this rcaucst?
+ 7..6s2 =3 , t,Fg
Q0@
+1 I
6,<
Front
Sidcs
Rcar
Minimum
3' /6',
Required 3
20'
t5'
15'
/1 .:
-7
-Br:." (5,rug 9 (s>
Encloscd
Cangc Crcdit
Driveway
Complics wi0r TOV Lighting Ordinance
Are finishcd gradcs lcss than 2: I (50%)
Environmcnhl./H azards
(300) (600)(e00)gD +t (.
Permittcd Stope?tr '&"1" proposed Stope N /c u"
/*o
-No
Ycs
Yes
/t -
1) Pcrcent Slopc (<>30%) N | ft
2)Floodolain Vfn
3) Wetlands
4) Watcr Coursc Sctback (30) (50) y'/+
5) Ccologic Hazards NJ o J €
a) SnowAvalanche
b) Rocklall
c) Dcbris FIow
Prcvious conditions ofapproval (chcck propcrty filc): rJ | ft
Is thc property non-conforming? Dcscribc: U o
DESIGN REVIEW CHECKLIST
Projcct;
tr suRwy
Scalc
Bcnchmark
Legal dcscription
Lot Size
Buildablc Arca
Eascmcnts
Topognphy
100 yr. flood plain
Watcr Counc Sctback
Environmcntal Hazards
Trccs
Utility locarions
Spot clcvations
tr srrp pleNr
Scalc
Building Hcight
Encroachmcnts
Sctbacks
Sitc Covcragc
EavcVOvcrhangs (4')
Drck/Balconics
Gangc conncction
O FLooRPLANS
Scalc
GRFA
250 additional GRFA
Crawl\Attic Space
EHU
D BUILDINC ELEVATIoNS
Scalc
Color\Materials
RoofPitch
Q LANDSCAPE PLAN
Existing ffecs
Proposed trccs
Legcnd
MSCELLANEOUS
Condo Approval
Utilify verification form
Photos of sire
Building material samples
C.O. Verification
Sun\Shadc Angles
Utilities (underground)
Vicw Conidon
Variances
Plat restrictions
Memo to Housing Planner if an
EHU is proposed
Site Gndc\Slopc
Rchining Walls
Fcnccs
Parking/Gangc
Turning Radius
Drivcway (acccss and gradc)
Snow Storagc
Firc Acccss
o
es ign Review Action Form
TOWN OFVAIL
Project Name: McCartney Residence
ProjectDescription: ResidentialAddition
Owner, Address and Phone: Brian McCartney, 1984 Buffehr Creek Road, Vail, CO 81657
Architect/Contact, Address and Phone:Galen Aasland, Box 383, Vail, CO 81658
Project Street Address: 1984 Bu{fehr Creek Road
Legal Description: Lot 19, Buffehr Creek
Parcel Number: Buildins Name:
Comments: Project#:PRJ99-0155
Motion by:
Seconded by:
Vote:
Conditions: 1.
Board / Staff Action
Action: StaffApproved
The large spruce tree in front of the entryway will not be impacted in by this
proposal.
Town Planner: Brent Wilson
Date: g/02/99 DRB Fee Pre-Paid: $50.00
F:\E\'ERYONEiDRB\APPROVAL\9g\lr{CCARTNE.WPD
Qucst;ons'l
?t?s1q-orjr
APPLICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is for any projcct rcquiring Desigrr Revicrv approval. Any projcct rcquiring dcsigr revicw must
rcccivc Dcsign Review approval prior to submitting for a building pcrmit. For specific information, see the submittal
rcquircnrcnts for thc particular approval that is requcsted. Thc applicatiou cannot bc acceptcd until all thc requircd
infbrmation is subnrittcd. Thc projcct rnay also nccd to bc rcvicrvcd by thc Town Council and"/or thc Planning and
Envirouurcntal Conrrnission. Design Rcvierv Board approval expircs onc year after final approval unlcss a
building pcrmit is issued and construction is startcd.
A. DESCRIPTION OF THE REQUEST:
o
Cali
TqwN0Fvut
B. LOCATION OF PROPOSAL: LOT: 11 BLOCK:-
H. ryPE OF REVIEW AND FEE:
tr Ncw Construction - $200 Coustruction of a new buildins.
Crccl<
C.
D.
E.
pHysTcALADDRESS: \nM 9"421. CrceL YL
pARcEL * Abh\Z9Ozoob (Contact Eaglc Co. Asscssors Officc at 970-328-8640 for parccl #)
F.
?tl ?ZONINC: rt'?
NAME OF OWNER(S):
MAILING ADD
OWNER(S) SIGNATURE(S):
NAME OF APPLICANT:.c-
MAILINC ADDRESS:o
V..t C-D bkos6 pHoNE: q1 :4fe:-8181
$50 Includcs any addition rvhcrc square footagc is addcd to any rcsidoltial or
comrncrcial building.
$20 Includes minor changcs to buildings and site improvcments. such as,
reroofing, painting. window additions. landscaping. fences and retaining
walls, etc.
DRB fces are to be paid at the timc of submittal. Latcr. whcn applying for a building permit, please identifu
thc accuratc valuation of thc projcct. Thc Town of Vail will adjust the ibc according to thc project valuation.
PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF CONTMUNITY DEVELOPMENT. T5 SOUTH FRONTAGE ROAD,
VAIL, COLORADO 8I657.
.El ndaition -
tr l\{inor Altcration -
pHoNE: 4AL ^758o
FROI'1 :'tsab l/Hendr i cks'' t|AY 22 '99
NE, : 84? 253 9464 22 7999 AgiZ9An
$-gtEeaLowaBMAIIoN ___._:.j__
Thir epplicarioa k fol aDy Projccl rcquiring Dcaign R'-cviefl anDroval Any gro.,lcct rcquirilC dcsig rwis'x rru$
,..Cni'o*ign n*i*..!jr*Jti t"
"lirotitri-og
tt t buildiot psttul Fer rpc€ific iafonnatioru mc tbc arbnlEal
;;;;il;a-'i; trt" rrericirlar ip'Frwel trarir rcqricncd. Thc sppliution cs$otto us.eptcd Yniil dl tla requircd
raformedon lr ssbniced. n" piojccr nay rlso naod m bc rwicw.i by tbe To*'n Council .,.4br tho Plgtntng and
Enrnr$nrcntai Commislio'. ticdgo Rs"lor Borrd rFDmvrl srDtrot onc yser.ftcr Eld .Dtltovll u!103t t
buitding pcrmlt lr ksucd rnd sorulnrcdon ii ltrrtcd'
Qucsdoos? Crli rhc lt!;i'lrhg Sraft'ei 4Ti'- 128
A}PLIC ATION FOR DESIGN R,EVIEW APPROVAL
A, DESCRIPTIONOPTHEREQUEST:
pA,RCEL f: z-\oblLTozoott (coatlgt Esgtc co. As3.6sotr officc et970-lzt.l6'$0 for Parcsl fl)
ZONING:
NAMEOF OWNER(S):
: MAIIING ADD
oiYt\'ER(s) SIGNATURE (S) ;
NAME OFAPPLTCENT:
MAtLtr{C
pHOtIE:
LocATloN op pRoposAL: LOT: I i., LLocIq- tlLD{Gi. - E x,E 1s!l,t!--:--B5E=:
PttYstcAleoones: \4.L4 9"{.aL' 4rgaK ?-J --
D,
c.
TYPEOF REYtEl#ANDFE$
E N.rv conltrlcdon. t2O0 Construction of anor building'
)$ eCdlfoa - iso laclr&r uy a&ition whcre aquu'c focEgo c addd lo soy rctidc$lirl or
oor$rtscisl brdlding
E Mlaor Altcrrricc - tzo hcludF minor sh.DEB to builditl8s rnc dts inrF€vedre$sr 8rc! sL
itoofng paiodng rrindot additions, lradscepiog ftaccr ald !€tdttilg
wdb cts.
DRB fees are m be prid gr the rime of gubnriarl. tarq. rrhcr rpplyr4 for a building patnt!. ple8lo idtnlifr
thc rocqac vrlgrrico of rfrn po;."t Tlrc Towl of Vrit will adjrra thc fsc rccocdhg to the projerr vdufion'
PLEASE SUEMIT Tltls Appr.IcATION, ALL SUEMTTTAL REQUIREMEITITo AIiID TI{E rEE TO THE
DEPARTMENToFCoMMI]NI.TyDSVELoDMENT.TSSoUTHFRoNTAGERoAD'
VAIL, COLORADO II5S7-
05/27/95 17.34 FAI 9704785t55
o
Galrn A. A&shnd- Arctit€ct. P.C,
P.O, Box 3t3, VdI, CO. Ef658
@ oor
(970)476"ErEr
Fax (970)476-f,355
9a6g'21-lt
Iro Qnt a b-- L. To u.
We ransmir Via: h(
The Following:
Date Coov.s
"5-bq.1 t
Dccription
Projecr UlLC+{t{1
Projecr # 1l-g I
Remarls tg,nl- ( .JI*L o l*l;r- Jaryfr
I J,I*I ,h .JL -1*" h"f.* Mrljf ,t-,s
!^l b" if ,s
)4''nr
Form AL 4/95
Order No. Vl-9799
o
Policy No. 8Q184385
Amount $158,000.00
SCHEDULE A
Address
I r --nb\ro\YY
l-. Policy Date: €atoberScr,--T99? at 5:00 P.M.
2. Name of Insured:
FIRSTBANK OF VAIL
3. The estate or interest. in the land described in this Schedule
and which is encumbered by the insured mortgage is:
A Fee Simple
4. The estate or interest referred t.o herein is at Date of Policy
vesEed in:
BRIAN G. MCCARTNEY AND LINDA BABL , AS TENANTS iN COMMON
5. The morEgage, herein referred Lo as the insured mortgage, and
the assignments thereof, if any, are described as follows:
DEED OF TRUST DATED OCIObET 09, 1992, FROM BRIAN G. MCCARTNEY AND LINDA
BABL
TO THE PI]BLIC TRUSTEE OF EAGLE COUNTY FOR THE USB OF FIRSTBANK OF VATL TO
SECITRE THE SUM OF $1-58,000.00 RECORDED October L7, 1-992, IN BOOK 591- AT
PAGE 578
SUBORDINATION AGREEME}ilT IN CONNECTION W]TH SAID DEED OF TRUST WAS RECORDED
October 29, 1-992, IN BOOK 592 AT PAGE 817.
6. The land referred to in this policy is situated in EAGLE County, Colorado,
and is described as follows:
LOT ]-9, RESUBDIVIS]ON OF BUFFER CREEK, ACCORDING TO THE RECORDED PLAT
:::*ro", couNrY oF EAGLE, SrArE OF COLORADO.
LAND TITLE GUARANTEE COMPANY
Page 1 This Policy valid onJ-y if Schedule B is attached.
Form AL 4/95 Policy No.
o
aa\t_64Jdb
Order No. V19799
SCHEDULE B-I
This policy does not insure against loss or damage by reason of the following:
1. Rights or claims of parties in possession not shown by the public records.
2. Easements, or claims of easements, not shown by the public records.
3. Discrepancies, conflicts in boundary 1ines, shortage in area,
encroachments, and any facts which a correct survey and inspection of the
premises would disclose and which are not shown by the public records.
z ^r,, Iiar ^- r.i.rhj- t-- a Iipn fnr qerrri r-es. I ahor nr mai-prial thefetofofe+. .Htry _!_!crr, \Jl- l-rYrrL- u\J o, -!-!crr,or hereafter furnished, imposed by 1aw and not shown by the public records.
5. 1992 TAXES NOT YET DUE OR PAYABLE AND ASSESSMENTS NOT YET CERTIFIED TO THE
TREASURERS OFFICE.
6. RIGHT OF PROPR]ETOR 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 UNITED STATES PATENT RECORDED OcTobeT 04, 1918, IN BOOK 93
AT PAGE 301.
7. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHOR]TY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED OcTObCT 04,
I9I8, IN BOOK 93 AT PAGE 301.
B. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFETTURE OR REVERTER
CLAUSE, BUT OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, REI-,IGION,
OR NATIONAL ORIGIN, AS CO}TTAINED IN INSTRI]MENT RECORDED OcTobeT 08, L963,
IN BOOK 178 AT PAGE 75 AND AS AMENDED IN INSTRUMENT RECORDED APT1I 01,
1966, IN BOOK 1.92 AT PAGE 343 AND AS AIVIENDED IN INSTRUMENT RECORDED MAY 25,
1956, rN BOOK 197 AT PAGE 1.
9. EASEMENT FIVE FEET IN WIDTH ALONG THE NORTHEASTERLY LOT LINE OF SI]BJECT
PROPERTY AS SHOWN ON THE RECORDED PLAT OF A RESUBDIVISION OF BUFFER CREEK.
]-0. TEN PERCENT ROYALTY IN PROCEEDS DERIVED FROM THE SALE OF ANY MINERALS
PRODUCED AND MINED FROM SAID PREM]SES AS RESERVED BY INSTRUMENT RECORDED IN
BOOK 155 AT PAGE 407.
11. EASEMENT AND RIGHT OF WAY FOR GAS PURPOSES AS GRANTED TO GAS FACILITIES IN
INSTRUMENT RECORDED AUGUST 11, 1955 IN BOOK 190 AT PAGE 405.
1.2. EASEMENT AND RIGHT OF WAY AS GRANTED TO THE MOUNTAIN STATES TELEPHONE AND
TELEGRAPH COMPANY IN TNSTRUMENT RECORDED NOVEMBER 24, L97B IN BOOK 2'78 AT
PAGE 889.
13. ANY LOSS OR DAMAGE THE INSURED SHALL SUSTAIN IF THE TERMS, CONDITIONS AND
PROVISIONS OF THE TOWN OF VAIL TRANSFER TAX HAVE NOT BEEN SATISFIED.
page , Dc<z4_ o\ -t4!4t ,,Q-<- \ r Q Q5 grx) t< bbo Pc.qf- =-=tl\r
\ rr\tr''e* c.,'no"^-t o$ $to '696' -- L<-)th \- r r-'-t c>a-t{<- c;\
U c^il
Form AL 4/95 Policy No.84386
Order No. Vl-9799
SCHEDULE B-I
14.
SCHEDULE B-II
In additj-on to the matcers set forth in Part I of this Schedule, the title to
the estate or interest in the land described or referred to in Schedule A is
il-,ni."t to Ehe following matters, if any be shown, but the Company insures that
the lien or charge of Uhe insured mortgage upon said estate or interest aS
orior to such maEters.
TRUST DA 92, FROM BRIAN G. MCCARTNEY AND WILLI
o
Rn-1
TO I-,IC TRUSTEE
suM oF $18,
o LE COUNTY FOR THE USE OF FIRS \Jr
238 RECORDED April 01, 1992, I},GOOK Jto
DEED OF
SPICKLER
VAIL TO SE
AT PAGE
INATION AGREEME}fT IN
ober 29, L992, IN BOOK
WI SAID DEED OF UST WAS RECORDED
8L7
D
o
CONNECTION
592 AT PAGE
Page
TOWN OFVAIL
Department of Community Dev elopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
June 10, 1999
Galen Aasland
PO Box 383
Vail, CO 81658
Re: Lot 19, Buffehr L-reek - the McCartney ctddition
Dear Galen:
Following are comments from the Town's Public Works Department regarding the above-
referenced application.
. "Please revise the grading on your site plan so that a slope of 2: l is not exceeded."
I have completed my own rwiew of the plans and request that you show the locations of any
existing or proposed exterior lights on the revised site plan (in accordance with the Town's
outdooi lighting ordinance). We ivill need the revised site plan and landscape plan submitted no
later than Monday, June 14fr at 12.00 p.m. Additionally, please bring either a list or a palette
demonstrating all finishing materials and colors to the Design Review Board meeting on June
16th.
If you would like to discuss these issues in detail, please contact me at 479-2128.
Sincereiy,
B^a.-f a/-t-
Bre'nt Wilson
Planner II
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Owner:
General Cont gto(
Ex cavato r:
Foundation:
Plumber:
Electrician:
M echa n ica l:
Fra mer:
lnsulator:
Dry Wall:
o rowN oF vAlL o
INSPECTION CARD
(MUST BE POSTED ON JOB SITE)
PERMIT r{O. /C f ,
ACTORS NAME Lrc. No.
Pa inter:froofer: '
Excavat io n
Footings / Steel
Foundation / Steel
Ground Plumbing
Engineering (Utilities)
Temp. Electric
Rough Plumbing - D.W.V.
Bough Plumbing - Water
Rough Electric
Gas Piping
Rough Framing
lnsulation
Sheet Rock Nail
Exterior Stucco Wire Nailing
Final Plumbing
Final Electric
Final DRB
Fire Inspection
Final Engineering (Utilities)
Final Building
CONTRACTOR NAMES AND LICENSE NUMBER MUST BE LISTED
INSPECTIONS
THE ABOVE TO BE COMPLETED AND APPROVED BEFOREI PROCEEDING
UPON FINAL APPROVAL OF ALL ABOVE INSPECTIONS, RETURN THIS CARD
TO BUILDING DEPT. FOR TSSUANCE OF CERTIFICATE OF OCCUPPANCY
$25.00 REPLACEMENT CHARGE FOR LOST INSPECTION CARD
FOR TNSPECTIONS CALL 476-7000, EXT. 235 0R 247
24 Hours In Advance !tBetween 8:00 a.m. to 4:30 p.m., Monday Through Friday ' -
DISAPPROVED
DISAPPROVED
" ^\,'rruspEcr*o5, $F'obfr!.$.'
DATE LtVa JOB NAMEi(
READY FOR
LOCATION:
INSPECTION:
,J'
THUR
( ,.-
AM
CALLER
MON
7)/)
ruE_s g-r}PMFRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
N FOUNDATION / STEEL
O FRAMING
r-r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION
E SHEETROCK
FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
U
tr
tr
tr
O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
PROVED
CORRECTIONS:
E] DISAPPROVED D REINSPECTION REQUIRED
21./-'
DATE INSPECTOR
,*= gf ,rr/r- JoB NAME
TOWN OF VAIL
CALLER
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
tr FRAMING
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL/H.TUB
tr HEATING
tr CONDUIT tr SUPPLY AIR
/eeeaoveo tr DISAPPFOVED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECTO
CTION
TOWN OF
REOrrE9rVAIL ..
f
JOB NAME 0
CALLER
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
t] ROUGH / D.W.V.tr FOUNDATION / STEEL
tr
u
tr
tr
rl
FRAMING tr
tr
ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING GAS PIPING :
lNSULATION
SHEETROCK
POOL / H. TUB
NAIL tr
n
YrrNar-C] FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
rt
tr SUPPLY AIB
r:1
-'/tr FINAL ,,,V tr FINAL /.-?
tr APPROVED '-/.dotsxpPRovED '- .-tf"netrusPEcloN REeut RED
CORBECTIONS:
DATE f -z.5- F-z-INSPECTOR .
CTION
TOWN OF
RE@IIESTVAIL * ^'
DATE
READY FOR
LOCATION:
JOB NAME
CALLER
WED THUR FRI ----------{iiD
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH/WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER- PLYWOOD NAILING tr
tr
tr
n
GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
M rrruel tr FINAL
ELECTFIGAL:
tr TEMP. POWER
MECHANIGAL:
I] HEATING
tr ROUGH tr EXHAUST HOODS
T] CONDUIT
n
tr SUPPLY AIR
n
tr FINAL tr FINAL
tu\cdR(
tr DISAPPROVED tr REINSPECTION REQUIRED
CTIONS:
INSPECTOR
*
JOB NAME
REOU-ESTVAIL ? .\'
DATE
CALLER
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr
u
tr
o
EI
'tr
n
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FOUNDATION / STEEL
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tr
tr
o
n
ROUGH / WATER
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION
SHEETROCK
POOL / H. TUB
NAIL
tr FINAL tr FINAL
ELEGTRIGAL:
tr TEMP. POWER
IIECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT T] SUPPLY AIR
n
a rilat tr FINAL
OVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
.: ,,1
'ti'i t/;DATE INSPECTOR
|NSP-ECTION REOUEqT.
TOWN OF VAIL f
DATE 6; zl-h-JoB
NAME
cALLER f //4
INSPECTION: MON TUES WED THUR
/rt'q I orfw 1ftfr# /40
READY FOR
LOCATION:
FRI @AM
BUlLDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNOERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERO FRAMING
tr INSULATION
(s*eet*oc^
n'
tr GAS PIPING
NAIL tr POOL / H. TUB
n
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
ROUGH tr
tr
n
EXHAUST HOODS
CONDUIT SUPPLY AIR
",*{-
tr FINAL
PPBOVED O DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
,*#"ton neouesr
TOWN OF VAIL - .
o, ,1, /',',
6a-7p ia,/ /./ ! 'JOB NAME
(lus!;)
'* rf/
CALLER
INSPECTION:ruTs WED (0 PM
TOWN OF VAIL
READY FOR
LOCATION:,"(/ a,,
BUI
trF
trF
H'
-tr
trll
trs
tr-
LDING:PLUIIBING:
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tr ROUGH / D.W.V.
tr ROUGH / WATER
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER tr
tr
tr
tr
GAS PIPINGPLYWOOD NAILING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr F]NAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr
tr
o
tr
HEATING
tr
tr
tr
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
n rtdt D FINAL
PROVED tr DISAPPROVED .:O-4(*INSPECTI ON R EQU I RED
CORRECTIONS:
7 fr*.DATE INSPECTOR
./,
,*#'i)lilp* $F,uvigr.
DATE
READY FOR
LOCATION:
INSPECTION:rHUR Gt-)
BUILDING:
tr FOOT]NGS / STEEL
PLUMEING:
tr UNDERGROUND
T] ROUGH / D.W.V.tr FOUNDATION / STEEL
t] FRAMING tr ROUGH / WATER
n ROOF & SHEER- PLYWOOO NAILING tr
tr
tr
n
GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr_
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MEGHANICAL:
tr HEATING
flnoucn tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
ttA tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
rNs#
/
cTro
TOWN
N
OF
i)llf]t
REOUESTVAIL :
DATE
READY FOR
LOCATION:
JOB NAME
CALLER
Ni WED THUR FRI
{.
tr FOOTINGS / STEEL _
PLUIIBING:
tr UNDERGROUND
tr FOUNOATION / STEEL \ nouex / D.w.v.
tr FRAMING \RoUGH / WATER
n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL/ H. TUB
tr SHEETROCK NAIL
tr HEATING
SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REQUIRED
COBRECTIONS:
DATE .4 - ,- 1'- \'l--
(n
JOB NAME
MON
rru#ctoN
TOWN OF
REQUEST
VAIL
DATE
FEADY FOR
LOCATION:
INSPECTION:
CALLER
TUES THUR]FRIWED AM.
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
tr FRAMING
F ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr
rl
tr
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tr SHEETROCK NAIL
tr FINAL tr FINAL
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tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FI|\!AL tr FINAL
,.J/i.Aeeaoveo
, CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
rnrstcnoN nebdesr
TOWN OF VAIL
I
DATE
INSPECTION:
I
JOB NAME
MON i
"caL\ER
READY FOR
LOCATION:
BUILDING:PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND -
tr FOUNDATION / STEEL tr ROUGH / D.W.V, _
tr FRAMING tr ROUGH / WATER -
n 199.1^&^sLEFn...^ tr cAS prprNc
-" PLYWOOD NAILING
tr INSULATION
-
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-
tr tr-
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tr ROUGH O EXHAUST HOODS
g CONDUIT tr SUPPLY AIR
-nn_
tr FINAL tr FINAL
.E APPROVED'L-"
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
Prolect Application
Proiect Name:
Proiect Description:
lJcNuJl
contact person and pnon" R. fr{s C*et.l; q [.) $ SP,cLl.r 4f 6 - 738o
owner, Address and phone: 'ouA Ftr.4 Bt,;f t+,;,2 (.1Ater ll
Architecl, Address and Phone:Ot,o,orrr- S^.,orJ
Legal Descriptio n: tot /4 , AtocX Filing Bu;rn, (p , Zone
comments: Aol B,aOtoo^ ort*-n &+- - | ,o,
Seconded by:
F N"+L-'DISAPPROVAL
Design Review Board
Motion by: n'kt ryrtl: N
frqanrrz-
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Summary:
f,,t.. e,.!tr
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Project Applicatlon
rl .t ,r
MCNPJI
Project Name:.t l,\ c u1",9;.. ir
ItProject Description: ll ou S t AI)D
R. M: Cne'^r, '' ( ,\ $ SP,c t t.. , /16 - 73so
Owner, Address and Phone:
Architect. Address and Phone:
Legal Descriptio n: uot /61 , elocx
t..- /1 .Filing lJu' r/t( '( | /1 .. Zone
-
comments: ADD B[Dt.o*', o'tr,;.re 64o .' - | r'rz
Design Review Board
Motion by:
Seconded by:
1 rq,4c,
f'<^k r A-
DISAPPROVAL, i'ili;;',\=-l'l
O/-
Summary:
E Statt Approval
llal
vail, colorado 81657
(3031 476-5613
Apr'll 28, 1982
B. McCartney
1984 Buffer Creek Rd.
Vai 1, Colorado 81657
Dear Mr. McCartney:
At their April 21 meetjng,
to the Spickler/McCartney
Si ncerel y ,
department of community development
RE: DRB Submitta'l of 4-21-82
the Design Rev'iew Board
addition, Lot 19, Buffer
gave final approval
Creek Subdivision.
/''- d
fim SayreJim Sayre
Town Planner
JS:df
oo oo ;
i
I
I
I
t_l
. zoNE OrLcK
for
SFR, R, R P/S ZONI DISTRICTS
Legal Description:
Ormcr
Lot n B]ock'---r--Fil ing
Zone District
Lot Area i, qq / , .6 Hei ght Al I oued 3 P rop ose d
Setbacl<s: Front-Requirea 2Oi'--Proposeo -
Sides*Requircd l5' proposed
Rear -RequireC l5' Proposed
ffiGRFA: A11orred i 3n9r-l"t .
propo.led it,^t q* f
GRFA: Primar3, Allor,red prinpry propcsed . 94__________
Secondaty Allorred _ Secondarl, propcsed
Site Covcra ge: A'l I oved Pro pos e d OE
Landsci.ping:
Parlling:
Requi r"ed
Required
Proposcd oF
Drive: Slope permitted SIope
Propl;. ed
ActuaL
[nvirottinental,/llazards: Ava'l anche NA . _
Corilrcnts ;
Flood Plain _ 'Ua4
Sl ope N h:_ _
o.r-
,I Il).:i,_: ,11 /If g'L-
ts
ry"._1ry?Y
f)'l'l()l,i: l,('il' l q ill ,l ri :l:l, llil.(; R€5UBDlV,sJoN oF Btr
A N D .B ED /?OOA A DD I-T IO TV
- SPICKLER NCE*F'r
t.lit;,\1, l)::';1.1' I
t,lit;(.il I l'i l(rl,
trtrE rld< (RK.
'l hc i'ollr,f.inil irrforrutt iorr ir,
llo;rrd bt'lur'r: it final approvu l
A. llllll,l)|;i; irt'lT:tlIAL.S
Rcrof
Si ding
0ther I'iall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashi,ngs
Chinnel's
Trash Enc I osure s
Gtccnhous es
0ther:
lcrltr i1'1;{ fol' ::rrl,r;,rlt;rl by tlrc a|1ll it:r rl 1o thc Dcsi1.rr il,vi'..
c;rtt bc lliVcll:
fl11.:_9.1' l1 1r'r'iaI (,,rltrr
-rAR AltD GRAvsL oN 2o" PLYwoo-D
- . t ,-t! --.-:. ^-. ^-^: BLA.x / RED
S H EA-rt\ G w/ 12" tN5uLATroN
l.'^-E' <eOaA 5r OrN G. oN N A.T!'r',rtA L - S EE 5A'rIPLE64 €-+?r{roR Pl.Y hlooO -_---' j
AN-rTRIOR DRYWA4L PAINJ-FD BEIGE
2>I)q FA'<.,A CEDAR 34owN
lt " Ex rEdl,oR PLy w 60D
PELLA -THERMOPLANE .B ROWN
CEDAR B no wtv
LXf E6\toR - sOL/D C ot?€ Baowr\l
aN-rER'.OQ*
'.loreow
<od?E . Bd?orvN __
PIN E oAK FrNrS H
RED lnloo D
NONE
NoAF
NONE
NON E
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
TREES
No c-HA N
Botanical Name Common Name Size
NONE
G E.S
SHRUBS
o
BINPLUM
Jurisdiction
Applicant to complete numbered spaces only.
PLAN CHECK VALIDATION
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT
M.O.
{r"/ - 4'87a--
cnc @x
Foim 1OO.2 I l-73
PERMIT VALIDATION ,--+R. -M.o. cAsH&z''-t/# /7/2
INSPECTOR
,4-L,j'"o
rfls t: e r rrcx eo sxt rr r
lrP Pxoia
M^r- aoDiEsg rFotuE
M^ rL aootE3s tior€
8 crasr or *6rk .Bl Hgw [f AD0rTroN O AtfERATroil D ffEPAIR
9 Dercribe work;
PENMIT FEES
TyF ot Firtu.r r lt.m
SPECIAL CONDITIONS:wATER CLOS€T (TOTLETI
BATHTUB
LAVATORY (WASH SA5IN I
KITCHEN SINK & O ISP.
OISHWASHE R
APPIICAIION
^CCTPIE O 8Y PLA{S Crl€ C(t O I Y APPROVEO FOi ISSUANC€ 8Y LAUNDRY T RAY
CLOTHES WASHER
WATER HEATER
NOTICE
1 HEREEY CERTIFY THAT I HAVE READ ANO EXAMINEO IHIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS ANO OROINANCES GOVERNING THIS
TYPE OF WORK WILL AE COMPLIEO WITH WHEIHER SPECtFIEO
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLA'E OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
3rcx^t!at or coNiracroi or auraorrzED a6t||T- I
UR INAL
OR INKING FOUNTAIN
FLOOR SINK OR ORAIN
SLOP SINK
GAS SYSTEMS: NO. OUT LETS
WATSR PIPING & TREATING EQUIP.
WASTE INT€RCEPTOR
VACUUM BREAKERS
I-AWN SPRINKLER SYSTEM
S€PTIC TANK 3 PIT
r.o.or. 2ror: lllTERilATlOllAL COtaFEREt{Cl OF lUtLOtr|.c OFF|CtALS
Juridiction.
Applicant to complete numbered spaces only.
CK VALIDATION cx. t\
a"."yn/ * 6sr7
BUILDING PERMIT APPLICATION
I
PLAN CH ;H PERMIT VALIDATION?/7^=
INSPECTOR
k-r # ig R*r*-LJ. utJ, a,J o B-&*"to-B G"k
R;*U.,r,5.cJ,t B-&"Crfs:r errrcreo sx:e'lr
I o Es ci.
t{Lu..*t. Deu, G Po B.rc 81?i*Ci[" kr6S-7
rxo|{E Ll<EnsE NO.
?v? €<:86SuLo
atcNrT€cr oi oEs lcr{El
-Z?o I E -ltos
/'t{'tL g Crk
'"ild0 ut,n,il BJ
u5f oF aurlorr{G Q.r,[J.J7 Si"te
8 CIAS OI WOrT: N'* D AOOITION D ALTERATION D REPAIR D MOVE tr REMOVE
I 0escribe work:
t0 Change of use lrom
Change of use to
PERMTT F€E 35 3 .OOPLAN CHECK FEE1l Valuation of work: $ 75 , O a,O , o"
Occu PancY
Group
SPEC IAL CONOITIONS
Sr2e ol 81d9.
(Total) sq. Ft.
Fire Sprinklars
Required !y". !16APPROVI D fOR ISSUAIICT 8YPLANS CNEC(€ D AYAPP!ICA'ION ACCEPI€O AY
OFI SI REE I PARKING sPACES'
Covered I uncovered
Not RequiredNOT IC E
SEPARATE PERMITS ARE REOUIRED FOR ELECTRICAL. PLUMB'
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECON4ES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED lS NOT COI\iIMENCED WITHIN 120 DAYS, OR
IF CONSTRUCTION OR WORK IS SUSPENDED OR ABAIJDONED
FOR A PERIOD OF 12O DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
I HEREAY CERTIFY THAT I HAVE REAO ANO EXAMINEO THIS
APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT.
AI-I- PhOVISIOITIS OF LAWS ANO ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLTED WITH \&'HETHER SPECIFIEOxEnErr.r on Nor- THE GRANTTNG oF A PERMIT DoEs Nor
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANC€ OF CONSTRUCTION.
src,lrruarFfFjirilcrbr or aurHor zEo aGExr (o^r€l
ZON ING
HEALTH OEPT,
FIRE OEPT.
SOIL REPORT
OTHER (Spocily)
WTI€N PROPERLY VALIDATED {IN THIS SPACE} THIS IS YOUR P€RMIT
Form I O0.I 1.77
FOUNDATIONS:
SET BACK
TRENCH
RE INFORCING
FOUNDATION WALL &
WEATHER PROOFING
CONCRETE SLAB
FRAMING
INT. LATHING OB DRYWALL
EXT. LATHING
MASONRY
lNSPECTION APPROVALS
"ffiq90".FINAI
TO TYPE
BUILDING DIVISION OF
EAGTE COUNTY, P. O, BOX 179
couRTHousE, EAGLE CO. - PH. (303)328-6339 BUILDING
PERMIT
oo-t. I Ju l.Y r g B0 PE RM rr N o.1719
re",-rco*r Jess Sekey rooness
-f-Q-'-!q1${f.-(NO,) (sTREEr)
pERMrr ro Construct Sinq]e FamidJ-t s-on"
{TYPE OF IMPROVEMENT) NO.
NUMBER OF
OWELL ING UN ITS
(c oNr R's LrcENsE)
L
(PROPOSEO U5E )
3
|l
t!
o
C;z
E
c,oL
suBorvrsroN Buffer Creek .o, #1%.o.*
-
ilJ.
BUILDING IS TO BE
-
FT. WLDE BY
-
FT. LONG BY FT. IN HEIGHT ANO SHALL CONFORM IN CONSTRUCTION
USE GROUP BASEMENT WALLS OR FOUNOAT ION
{TYPE'
AT ( LOCAT ION)Buffer Creek Road ZONING
o tsTR tcT
( NO,t (SIREET)
B ETWEEN AND
(CR05S STFEET)(CROS5 sTREET)
REMARKS:
AREA OR
VOLUME
P'lan Cbeck $151.50
ES.vArEo cort $ ?sroon.0o EEE|t
OIYNER
{CUBtC/ SQIJARE FE€f)
BUILDING OE PT
AODRESS P-0- Bor B47, Val] , Co'ltrado 8l 657 EY
ELECTftAL PERMIT APPLCATION'
Applicant to complete numbered spaces only.
Jurisdiction of
cos6
I D E!lC T.
LOI l,lO.
EE AITACHEO SHEEI)
5
MA IL AODR €SS FXONE
ARCXI'ECT OR !ESIGNEF vAfL AooREss / a P{oNE
MA L AOOhESS PNONE LICENSE NO.
MAI L ADORESS AiANCH
\J5E OF AU ILOI N G
8 class ot work: ffit* tr A0otrtoN E ALTERATIoN ! REPAIR
9 Describe work:
PERMIT FEES
TotalRECEPTACLE Outtets
SPECIAL CONDITIONS:
Total
LIGHTING Fixtures
F I XTU RESAPPLICAIION ACCCPTEO AY PLANS CHECKEO 8Y APPROVED TOA ISSUANCE gY
RANGES CLO. ORYER WTR, HTR.
NOTICE
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY IO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
GARBAGE OISP, STA. COOK TOP
DISH. WASH. CLOTHES WASH.
SPACE HTR, STA. APPL. t H.P. MAX.
NO. TRANS.
SIGNS
TEMP. POWER II'POLE LIUNOGO.
SERVICE
M r.r ew
B cxarce OVER 6OOA
PE RMIT I55U ING FEE
WHEN PRoPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT / 8q J
PLAN CHECK VALIDATION M.O.PERMIT VALIDATION cK.
,NSPEcroR&ry
,e*y*# u rrb
M. O.
Form 1OO.3 1l-73 TNTERNATtoNAL coNFERENcE oF BUTLoTNG oFFrcraLs.
INSPECTION REPORTS
County of
ELECIIRICAL
Eagle
PERMIT Job Name....S.e kurk ..Deve.J.opme.nt
Lot 19, Buffer Creek Rd.
P.0. Box 817
Frisco, Colorado 80443
Applicanr.......
Slt0ature
APPROVALS
17...'lu I,y..198.0 . ..
frate
THIS FORM IS TO BE POSTED ON
JOB SITE DURING CONSTRUCTION
I8 HOURS A"DVAI\ICE NOTICE
REQIIRED FOR INSPECTTONS
Ne 1893
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
$.......... . .........
$............ . .........
$. ...32-50. . ....-
$.......... .... ...
$.....32-50
Date paid...... 1Z l.u14. .19.-8.q..... . . .. .
/r, \ '),
Received By 4 L ( /,, - 1J^.:rh;l.tr :.t;*-s
Bui ldi ng Perttnif #I719 /
Receipt #6712
TEMPORARY
Certificate of 0ccupancy
CountY of Eagle
Department of Planning and Development
Building Division
This cert'ificate jssued pursuant to the requirements
Building Code certifying that at the time of issuance
with the vari ous resolutions of the county regulating
f or the f o1'l owi ng:
of Section 306 of the Uniform
this structure was in comPliance
buildinq construction or use
NAME
Use Classification
Buildinq Permit Noi L7T9 Tyoe Construction
R-3
Fi re Zone Use Zone RSL
Group
V
Owner of Bui1ding
Bu i I d'i ng Address 187 4
Sekurk Devel nt C0.
Buffer Creek Rd.- Lot #i9 Buffer Creek
Bu'ilding 0fficial
Date Ii
Fixi:%?ilil#:ilfi "5H'J#JJ
"iA'J
3)'-, o * G,
Review Routing Form ( ) Primary Routi
pplicant
Loc at ion Plannir rg Commission File No.
Review and return to the county Building off icial within 6 working days
,_',s---=-_-,.._ngJ (^t Heroutrng A€TeI<- ea@rpT
. I o? 2L:3 19t9!d=
Perm it No,
P lanning: Complies with:
Subdivi sion Regul ations
Zoning Regulations
Reviewed
Recommend Approval :
No
En
u
Dtrn
D
Yes
DnTfl
n
Dtr
D
County Engineer: Roads
Grading
. Drainage
Comments:
Site Pl an (Landscaping)
Cornments:
County Health: Water
S an itation
Perc. test
Comments:
Recommend Approval :
nnntrND
E_-tr
Final I nspect ion: C/O
Recomrnend Approval
Comments:
ntr
Firral Inspection: Landsc ap i
Recommend Approval
Commerrts:
ng
D
C/O lssued
F inal Fi I ing Date
oy Date
F i,xi: ?",'J ll # :n R,K J#J='-',iAl 3 L, o * I *,
h*^f .- ?A
Date Referred %Permit No.
Loc at ion
Rev iew and return to the County Building
P I arrn ir rg Commission File No.
Official within 6 working daYs
P lanning: Complies with:
Subdivi sion Regul ations
Zoning Regulations
Reviewed
Recommend APProval :
Recommend Approval :
County Engineer.: Roads
Grading
Drainage
No
Htr
m
n
Dtr
n
Yes
Dnnn
ntrtr
D
Comments:
Site Pl an (Landscaping)
Co:-nments:
County Health: Water
Sanitation
Perc . test
Comments:
E/o-
Recommerrd APProval :
Itrna
(_ ?.
LJ
Dtrtrtr
n
f .1 .12L,b-1''-,.{.:j4l__
--___e-*G*€a--
.- / '' -r ''r, t,^
Final Inspection: C/O
Recommend Approval
Cornments:
Firral Inspection: Landscap ing
Recommend Approval n tr
Commerrts:
C,/o lssued
Final Filing Date
oy Date
. EAGTE COUNTY
DEPARTMENT OF BUILDING & PLANN
EAGLE, COLORADO 81631
TELEPHONE 303/328.73 | I
BOARD OF COUNTY
coMMtsstoNERs
Ext 241
AOMINISTRATION
Ext 241
ANIMAL SHELTER
949-4292
A55E5SO R
Exl 2O2
BUILDING IN
I NSPECT IO N
Ext 226 ot 229
CLERK &
RECOROER
Ext 217
COUNTY
ATTO RNEY
Ext 242
ENGINEER
Ext 238
Exl 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle Ext 252
Vail 476-5844
PLAN N ING
Ext 226 or 229
PU RCHAsING/
PERSONNEL
Ext 245
ROAD & BRIOGE
Ext 257
SHERIFF
Eaqle Ext 2l I
Baiall 927-3244
Gilman 827.5 751
SOC IAL SERVICE5
328-6328
TREASURER
Ext 20 1
Jess Sekey
P.0. Box 847
Va'i 1 , Co1 orado 81657
County Health -
'oil'UnlU135H' '' )
Basalt - 927-3823
9 June 1980 ,
- Not Approved.
Lot slope average over 30% - soi'l s
study and enqineered foundation required
1l
,\)67/.t'r4n,
,t.
Not Aporoved.1) Need plan showing revised contours
revegetation and slope stability.2) Need plan for cut slope behind the
dwel l'in9.3) Drainage
It would be to -vourrequirements as soon
build'ing permit any
advantage if
as Possible
longer than
Environmental Heal th 0fficer
you begin to resolve any problems-andlor
so as not to delay the issuance of your
necessary.
o
ING
RE: Appf ication for BuiId'ing Permit in EagIe County
Lot 19, Resubdjvision of Buffer Creek - Denied.
The Eagle County Building Dept. requires that applications for Building
Permiti in Eagl! County 5e routed to the Eagle County Planning, Engineering'
and Environme;tal Healih Departments for their comments prior to issuance
of the permits. Your application was routed on 6/5/80
Ljsted below are the comments and recommendations wh'ich were made by the
above departments during the rout'ing procedure. If you have any questions
or wish to get further 6xp'l anation,-pl ease contact the appropriate dept.
1-,1._.".,r_r^, ., N M t : fl,*,lliryrS.partment!'.i_lllH ( i,. L.,r * *5 - 6y'd,.?4{B
or
S
Bui ldi nq Inspector
plan also needed for cut
wi th
proposed
slope and
area behi
Building 0fficial
.l
boyle engineering, inc
143 e. meodovr dr suite n-10
crossroods shopping center
voil, colorodo 81657
3O3/476-2170
June 10, 1980
Jess Sekey Constnuction
P. 0. Box 847
VaiI, Colorado 81557
Subject: Sekurk Resi-dence
Iot 19, Re-subdivision of Buffer Creek
Eagle County, Colorado
Jess:
This is to confirn that I have reviewed the soils and foundation
investigation prepared by Chen And Associates, Inc. fJob no.
20,558) for the above noted site, and reviewed the foundation
calculations for the sane. The assunptions used in the original
design will be conservatiue compared to the actual soil con-
dition and therefore no modifications need to be rnade to the
design on the original plans.
Should you need any further work On this project, feel free to
call.
erely
Tinothy
ffi'l':;f;$
6dN$
'.. :1;.: \'-'
BUILDING DIVISION
P. O. BOX 179
PHONE: 328-6339
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EAGLE COUNTY
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PHONE: 328-6339
DATE JOB NAME
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DATE JOB NAME
TIME RECEIVED AM PM CALLER
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P.O. BOX 609
PHONE: 32A-7311 -:F€-1A1..q}-€1J EAGLE Q'
DATE JOB NAME
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TIME RECEIVED- AM PM CALLER
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P.O. Box 179
PHONE: 328-7311 EAGLE COUNTY
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