HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 15 LEGAL.pdfTOWN OF VAIL
75 S; . FRONTAGE ROAD VAIL, CO 81657
970-479 -2L38
NOTE:
TOV/Comm. Dev.
lo+ ,1 ML-T
u/&-.\ Ur[ l(Y
DEPARTT4EIII| OF COIqI.,IU{ITY D5VELCPMEI,II
THIIJ PERMIT MUS'I BE PCSTEI C}iT JC;SITE AT ALT, 'i'I .IES
PROJECT TITLE: RA.ETI{ER RES .
NEW (SFR,P/S,DLIr) PERMiT lr::ri.:it ll: BiB-0351 Slean-up
lpproved
amount
date
APPLICANT SIIAEFFER CONSTNUCTION
P O BOX 373, VIIL CO 81658
EONTRACTOT. SIIAEFFER CONSTIUCTION
OWNER
Address:278 RO'lIil-,EDCi ::l
278 RO|jI|LEDC-E ai,.
21-01-0'r:1 -14-0Cg
PR,f9B-0036
Stal--r''s. . ., L.ISUED
Applied..:1 /r'7/'.998 rssued...: f i22/:.998 Expires. . : Ct;/20/L999
Pllone: 9708455656
Flrone: 9708455656
P O BOX 373, VAIL CO 81558
RAETHER PAUL E & WENDY S -JT T STE 4200, NEW YORK NY ]-Cj 019
Desc ription:NEW SFR
Occupancy
Dwellings
DweIlings Private Garages
Type
Zone
Zone
Zone
Number cf irvel.l.ing lJni:--s: 001
Fa ctor sr,. -rceL trah. Lion 3 V-N 1i8.55 3,755 520,?. 5.25
1 V-N BaSe'::t i.1.10 1-,4'70 26,C.19.00
3 V-N 3.r.2I I,21,6 44,r:1L.35
SubL.ota1: 5,44L 590,-rt5.51
Tclrl_ V,-lLration: 190 , :j5.61
Town of Vai.l Ad_ust:rC Valuation: 2,^ 00, :rC.000
#of Gas AppIiancF3:jLlf ' r I-ogs: 1 #of :rood/Pal'et:
Tabl-e Dat,e: os /'J.7 /]-996
Fireplace fhformatsion: Restricted: Y
FEE sutlwlniY
Plan Check- - - >
InwcsEigaEion>
l,frl1 Cal L- -- ->
TOTAL FEES------ 15,387.?E
1 ,944 - OO
5,161.00
.00
3.00
.00
500.00
1, 0oo . o0
.00
- 0c
Rer iuarart. Plan Review- ->
DRE Fee---- --- -
Recreatsion Fee---------->
clean-Up Deposit-- - - ---->
: r!al ealcul:tl-Ld lcr.!!:--->
i.:liticnrl Fecs- --- - --- ->
):a1 Pc!1nit Fee-------->
EAI-\NCE DUE----
ITCM: O51OO BUILDING DEPARTMENT
Ta/a-t/L998 CHARLIE Actj,on: NOTE
1,2/22./1,998 CHARLTE Acr.ion: APpR
Itern: 05400 PLANNING DEPARTMENT
LL/L] /L998 CHARLIE Acrion: NOTE
1-2/0i./L998 GEORGE AcLion: APPR
ITCM: 05600 FIRE DEPARTMENT
1-t/r7/L998 CIIARLIE Action: APPR
ITEM: O55OO PI]BLIC WORKS
1-L/]-'t /L998 CIIARLIE Action: NOTE
12/22/L998 CIIARLIE Action: AP?R
IICM: 05550 ENGINEERII{G
L1,/L7 /L998 CIIARLIE AcE.ion: NOTE
L2/22/]-998 CHARLIE ACEiON: APPR
Dcn**: E-'JILDING Divisior:'ri'.z:NS T ) CI]A.IiLIE '-.RLIJ] ]- iVIII
De. 't : P ..\]:'i.-NC Divisiorr:
'-.',lNS T:j GEOIIGE
Der,t. FTRE
N/A
Der r'lt: PUB tr]l)Rl(
r-,^trls TO ?tr,t|ORKS
-ARLII :-'I\1,r* :
ll ',t,: FNGIIiEER
.ANS "^ i,)ll,; ORKS
--R. Tllti r P
Divi-.,rio '.:
Di:rislcn:
Divi s::- -n:
see Page 2 of this pocunlt for any conditions trratQy appry t,o this:.ermit.
DECI,ARATIONS
I heleby acknoirledgc lhat I havc read tshis appticabion, filled ouc in full the inf
pIen, and alatc thaC aII the ihfohation ptovided aa tequited ia corlects. I aqree
tso comply witsh aI1 Town ordinahcc! and 6EEEe 1ar,r6, End to build Ehis stlucEure
code6, desiEtr review approved, uni forln Building code and other ordinancee of tsh-/ town
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY - FOI'R HOURS IN ADVANCE BY TELE:
send clean-Up Deposit. To: cEoRcE SHjq.EFFER coNsl RUgrloN
requir€d,cohpl.€Eed an
information
's zoning and
feto.
' OIJI NFFICE FRCI4
acculaEe plots
and plot plan
subdivision
I :00 Ar,l 5 :00
OF OWNNR l__owNER
D4JlD
PAGE 2
* ** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * ** * * * ** ** * * L- * * * .:.. * * * ** * * * * * * * * * *.,k * * ** * *:.: *
CONDITIONS OF APPROVAI.,Permit #: B98-0-l 5l-as of L2/28/98 StaLus: ISSUED * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * .* * * * * * * * * * * * * * * . * * * * * * * * * * * * * * * * * * * * * * ;-
Permit, T)4)e: NEW (SFR,P/S,DUp) PERMIT Applicant : SIIAI1FFER CONSTRUCTION
JOb AddTCSS: 278 ROCKLEDGI: RD
I,OCATiON: 278 ROCKLEDG]: RD
PzLrcel- No: 2101- 071,-L4-( 09
Applied: La/L1/at98 Issucd: L2/2'::/]-9)B
* * * * ** t'* * * * * * * * * * * * * * * ** * * * * r * * * * * * * * * * * -'.--.',- * +: * * * *.i :k.i.; '..! * * * * * * -.,..:k *:': * ** * * * * * -r- * {, * * * * *
CONDITIONS
***********************************+***********r!-,t*:-************f.****{-.**-''r***rt,****
1. THIS PRO,fECT WILL RFQUIRED A SIIIE IMPRC'EI.IEI\]IT SI]RVEY- SUCH
SURVEY SHALL BE SIJBMITTED AND ADPROVED l]R_ OR TO REQUEST FOR A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CETLTNG HEIGHT OF 5 FEET OR LESS,
AS MEASURE) FROM THE TOP SIDE OF THE STRUCTURAIJ MEMBERS OF
TITE FLOOR TO TIIE UNDERSIDE OF THE STRUCTI]RAL MEMEBERS OF THI]
ROOF DTRECTLY ABOVE.
o
r * * * + i r, i r * tt r i *rr ttr * r* t
TO9IN OF VArtJ, COrrOR.e.DO SCrtennE
tr'r*ar at1. n r air +f I irtr* *iar||irr aatttrra||rJrir**r*rrf rrrarr.rrr*
gtrtcErrl Nu!b.r: REC-0487 Aloung: lS,1B7.?S fL/2e/9e f3tS6
Payucnt Mcthod: CK NoErEiolr: 51337 InlE.3 inf
PcniE No !
Prrcel No!
SiCa Ad&cts t
tocation !
Ittis Pryrnene
B9E-0351 lYp€? B-BUIITD NEI,i
2101-0?r-14-009
2 7.' ROCKIJEDGE RD
278 ROCI(LEDGE RI'
Total Fccs:
15,187.?5 ToCrl .Attr PEr6:
BBhnce:
(gPR,P/9,DUP) PE
Account cod!
BP 0010000311lLo0
DR 00100003112200
PF 001000031r,2300
AD D2 -DI:POS
RF 1110('003112700
wc 0010( 003112900
De6crLption
BUIIDING PBRI,IIT FEES
DESIE{ REl,.!EI{ FEE6
PLAN CHECK FEE€
CLBINI'P DBPOSITS
RECREAIION FEEg
WIIJIJ CA"IJ INSPEETION FEB
r< aer rE
.00
ttr** r 'r * r *rr*r r r
A[ount
7,940.00
300. o0
5,1,51.00
1,000,00
7e3.75
3 .00
Ilvolcr fo.
r220tNrBt8
Iirotc.ll|tc Dcrcrlptlon
r2l28l9t rlllln
t9l fi[f 0? rut
ctrPtIl
Grorr lrount
t5,18?.75
tctrtlrgc
51337
Dlrcoult Prlrcnt lrcult
lt,l8?. ?l
Chcct fo: 51331 Vcldorl
cmrc8 Ef,tlnn cil8flrcuor
15,t|t.?5 .00 .00 it5,lt?,t5
tN Pfae[zE-a>
Job Name:Job Address: Z
s 76T rtL'tv
Owners Nane: Ad
ceneral Description:
work crass: j*ew [ ]-Alteration I J-Additional [ ]-Repair [ ]-other
Number of Dwelling Units:Nuuber of Accoronodatlon Units:/',
Plunbing Contractor:
Address:
it*************i*****************
BUTLDING PERMTT FEE:
PLTJMBING PERMTT FEE:
I.fECHANICAL PER}TIT EEE:
ELECTRTCAL EEE:
OTHER TYPE OF FEE:
DPR E'FF.
VALUATION
Cornments:
Town of Vail
Phone Nuulber:
Town of Vail
Phone Nunber:
Reg. NO.
Reg. NO.
FOR OFFfCE USE +*********!r*************r******
BUTLDING PIAN CIIECK FEE:
PLT'MBTNG PIAN CHECK fEE:I{ECHANICAI PIAN CXIECK FEE:
RECREATTON FEE:
CI,EAN.UP DEPOSTT:
TOTAL PERUTT FEES:
BUTLDTNG:
STGNATURE:
ZONTNG:
SIGNATI]RE:
Mechanic-al Contractor:
Address:
CLEAN I'P DEPOSIT REFTIITD 6falZA,e 6f/44Vffi8 co(ET, Co
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RAETHER RESIDENCE
LOT #15, BLOCK 7
VAIL VILLAGE
VAIL, COLORADO
OUTLINE SPECIFICATION
NOVEMBER 9, 1998
Thc Resort Design Collaborative Internation
1617 $lazee Street, Suite C2
Denver, Colorado E0202
(303) 623-33ss
NOV 0 9 lee8
tr0RGE SHALIITH t.]ON{i B?E
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DIVISION I: GENERAL REQUIREMENTS
A.Reference Standards:
l.
Job #:
Date:
By'
Work shall be performed in accordance with the 1991 tdition of the Unifbrm
Building Code, all codes and regulations of Eagle County, Colorado, and other
applicable statc and local codes. All work shall be done in accordance with A.I.A.
Document A201, General Conditions of the Contract for Construction, 1987
Edition.
Thc following Soils Report and survey have been performed for this project and
arc available for review at the Architect's oflicc:
a. Soils Report:
Job #: 198373
Date: July 6, 1998
By'Hepworth-Pawlak Geotechnical. Inc.
5020 Road 154
Clenwood Springs, CO 81601
Phone: (970)945-7988
NOTE: Strictly follow all rccommendations contained in the Soils Report. In
case of conflict between this Specification and the Soils Report, the Soils Rcport
shall supersede.
b.'l'opographicSurvey:
B.Coordination:
1968
March 29. 1993
Eagle Valley Surveying, Inc.
41 | 99 Hwy. 6 anrJ24
Eagle-Vail, CO 81620
Glenwood Springs, CO 81601
(970) 949-1406 Phonc:
Contractor shall field verify all exact locations and sizes of existing utilities as
required prior to any excavation. All utilities shall be installed per the utility
company requirements and recommcndations and be underground services.
Mechanical work and clcctrical work are to be done on a design-build basis.
Contractor shall coordinate fully between these contractors and all other portions
of the work. These drawings are schematic and show intent only. The contractor
is responsible for preparing and providing any additional drawings and
information required by state or local officials.
Raether #21058.00 Page I November 9, 1998
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3. Contractor shall be responsible for all field engineering required for the project,
including but not limited to structural layout, foundation layout, survey layout to
begin work and improvement location certificate survey (I.L.C.).
4. Contractor shall coordinate with Architect on all portions of the work and shall
obtain Architect's approval of all items prior to ordering.
5. Contractor shall coordinate and install all sleeves or prepare for all penetrations as
required. Any cutting and/or patching required due to a lack of coordination shall
not be considered an extra cost.
,_r C. Permits:
' l. Contractor shall be responsible for applying for and obtaining all required permits
f and utility taps.
'7 2. Owner shall be responsible for payment of all permits and tap fees.
a
I, D. Insurance:
I l. Contractor shall carry Contractor Liability Insurance, Worker's Compensation
J Insurarrce, and other insurances in amounts required by state and local
r JUnSOlCtlOnS.
t E. Temporary Services:
I l. Contractor shall be responsible for maintaining temporary services such as power,! light, heat, enclosures, water, sanitary facilities, erosion and sediment control,
I temporary construction fencing, tree and plant protection, and trash removal
I adequate to meet requirements of local jurisdictions, maintain safety of the site,
I F. o"",,rrllrlr*ain
qualitv' for the duration of construction'
t' l. Contractor shall maintain quality control over supplies, manufacturers, products,
t services, site conditions and workmanship to produce the quality level specified in
all cases.t ! 2. All products shall be installed strictly per manufacturer's recommendations and/or
r. standard trade council guidelines,
r r 3. Commencement of work over previous work indicates that installer has reviewed
r the previous work and agrees it is acceptable as a substrate for his work.'l
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When shop drawings or cut sheets are required, obtain Architect's written
approval of submittal before ordering or fabrication of materials or proceeding
with any work.
Contractor is responsible for repairing or replacing any matcrials or work
disturbed or damaged during the scope of this project.
G.Substitutions:
1.
H.Submittals:
Specific brands and models ofproducts are specified to set a standard ofquality.
Contractor may propose alternate brands for the Architect's approval, which are
of similar or higher quality to that specified in all cases. When requesting a
substitution, contractor warrants that proposed substitution meets or exceeds all
requirements of originally specified product and Architect shall be able to dcpend
on this warrantee whether soeciticallv stated or not.
Contractor must obtain written apprcxal of proposed alternate from the Architect
before proceeding with any substitution.
Shop drawings are rcquired under some divisions of the work and are specified in
the individual sections. When required, submit one sepia and three blueline prints
for the Architect's approval.
Cut sheets are required when proposing an alternatc and when required in any
individual section ofthe specification. Provide fivc copies ofeach.
Mock-up Panels and Samples:
I.Mock-up panels or samples shall be supplied for the Architect's approval when
called for in the individual specification sections. Mock-ups and samples shall be
actual samples of the work showing color, texture, finish and/or pattern to be
obtained. Ifa product has a range ofcolors, textures, etc., provide an adequate
amount of samples to be representative of the full range.
Mock-ups may be incorporated into the building upon meeting Architcct's
approval.
Obtain Architect's written approval of mock-up or sample before proceeding with
work.
Raether #21058.00 Page 3 November 9. 1998
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J.Proj ect Close-out:
l. At the end of the project, contractor shall provide Owner with all maintenance
manuals, product literature, spccial tools and warranties fbr all mechanical and
electrical equipment, appliances and other manufactured products.
2. At the end of the project. contractor shall provide Owncr with an instructional
walk-through of all mechanical, electrical and specialty items. explaining start up
and shut down procedurcs. and maintenance proccdures.
K. Final Cleaning:
1. Contractor shall clean the entire project - intcrior. exterior and site - such that the
Owners may occupy the project without hindrance. This includes, but is not
limited to, cleaning and polishing all floors, walls, windows, applianccs, fixtures,
fittinss and site work.
L. Warranty:
1. Contractor shall warranty the entire projcct for one year from datc ofsubstantial
completion and shall repair or replace (at contractor's option) any work or
equipment found defrcient within that time, to the original condition required by
the contract documents.
DIVISION 2: SITE WORK
A. Site Preparation:
l. Perform minimal clearing/grubbing to preparc site for mass excavation.
2. Strip topsoil and retain on site.
3. Refill site as necessary to meet new and existing grade lines per Site Plan.
4. Contractor shall provide all means necessary or rcquired to insure propcr soil
crosion control, including the removal of selccted trees and plants.
5. Contractor shall install all basins, sidewalks. curbs, culverts, etc. per local code
requirements and constructi<,rn standards.
6. The Site/Grading Plan is based on information provided by others. The Architcct
assumes no rcsponsibility for the accuracy ofsuch. However, in the event ofany
discrepancies, notify the Architect prior to commencerncnt.
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B.Earthwork:
Contractor shall arrange for an open-pit soil investigation by soils engineer paid
for by Owner. Run sewer and water lines below frost line. Run electrical, gas,
telephone and other utilities in trenches as required by localjurisdictions. Utility
locates shall be coordinated with local utility companies and Owners.
lnclude excavation and storage of fill materials. Excavation for building itself
shall extend approximately 7'-0" or as necessary for safety outside ofwalls.
Excavate for footings and pads.
Excavate for utility trenches and provide for protection ofutilities.
Finish grade on landscaped areas with stock piled topsoil from site. Coordinate
with Landscape Contractor for all site work.
Follow recommendations or soils report for excavation, back fill and compaction
and all other recommendations.
All fill material shall be free from organic matter and other deleterious substance
and shall contain no rocks or lumps over 3" (three inches) in the greatest
dimension. Any fill required beneath foundation or floor slabs shall be washed
granular fill or suitable non-organic soil compactedto 95yo of the maximum
modified proctor dry unit weight, in general. AII footings shall bear on original
undisturbed hard, stiff brown or gray silt. Clay soil will not be acceptable. All
import earth shall have a coefficient of expansion of not more than3Yo from air
dry to saturation under a surcharge of 60 pounds per sq. ft. at 90oh compaction.
Paving:
1. Exterior walks or terrLce paving (as indicated) and interior stone paving shall be
1" nominal thickness Colorado Buff Sandstone installed and snow melted as
indicated on the Drawings. Provide 4' x 4' mockup for Architect's approval.
Drainase:
l.Provide perimeter drainage system at base of foundation as shown on drawings
and as recommended in soils report.
Provide subgrade drainage system for downspouts and deck drains.
E,Landscape:
l. General Contractor shall place all retaining walls, and shall prepare site to a level
acceptable as o'rough grade".
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2. Contractor shall provide a separate budget for completion ofall landscaping as
indicated on the landscape plan. Provide all landscaping materials. and plants as
indicated on the drawings and as required to complete the work. The Landscapc
Contractor shall include but not be necessarily limited to the spccification and
installation of grass seed mix, sod materials, soil, preparation and treatment (if
required), plant protection mcthods and materials, mulch material, irrigation
system, and all related items to complete the work. All work shall be warrantcd
for a period of one-year minimum after acceptance of the work by the Owncr.
DIVISION 3: CONCRETE
A.Concrete:
l.All concrete shall be as specified on the Structural Drawings.
All concrete work shall be in accordance with the latest A.C.I. recommendations
at 28-day maximum cured strength.
Vapor barrier shall be 6 mil and shall be polyethylene conforming to AS'I'M E96
(Perm rating of0. l) standard ofperformance.
Provide self-leveling gypsum concrete floor whcre indicated on drawings.
Product to be Gyp-Crete 2000 by Gyp-Crete Corporation of Hamel Minnesota.
Install strictly per manufacturcr's recommendations.
Provide lightwcight concrete in lieu of gypsum concrete under all areas to receive
stone or tile floor finishes.
5.
l Foundation design is based on the recommendations contained in the Soils
Report. Follow all recommendations in this Soils Report. Verify all unstable soil
conditions with Soils L,ngineer before construction procecds.
Provide continuous reinforced concrete srade wall on concrete footinss as shown
on structural drawings.
All concrete walls shall be formed with sound material, properly joined, braccd,
spaced and otherwise supported to insure tightness, rigidity, plumb and
squarcness. Proper blockouts shall be provided for all pipes, ducts, etc., entering
or leaving the building.
B.Foundations:
Raether #21058.00 Page 6 November 9, 1998
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I 4. General Contractor shall verify final concrete form locations prior to placement of
concrete. If form layout varies (+) or (-) l12" ftom indicated design, notify
Architect immediatelv for all adiustments in dimensions.
I c. Concrete Floor Slab:
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l. Provide a concrete slab on grade where shown on drawings, placed over vapor
barrier, 4" gravel and properly compacted sub-grade. Refer to structural drawings
for location ofcontroljoints, thickness, limits and slopes ofslabs. Seal exposed
concrete slabs with Sonneborn "Kure-N-Seal".
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) All exposed concrete flatwork shall have a smooth troweled finish.I
I D. Cast-ln-Place Concrete Pavine:
I1
I 1. Provide concrete paving slabs reinforced with welded wire mesh at exterior as
shown on drawings. Provide with snowmelt piping as shown and with surface
J finish acceptable to receive final paving shown on drawings.
I 2. Provide concrete drive with snowmelt. Piping as shown on drawings. Provide
f steel toweled surface finish with 4'-0" tooled joints.
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DMSION 4: MASONRY
A. Stone:f
r l. All rough stone shall be Telluride stack as selected by the Architect. General
- Contractor shall submit samples and construct a 4' x 4' sample panel. All stone
- shall have a gradation matching the approved sample. Stone veneer to be 5" - 6"
thick nominal. Provide shop drawings prior to fabricaiton.
fJ 2. Cap stone to be nominal 3" thick as chosen by Architect.
I 3.
fJlT:#"::.4'.1g
with heavv sause, non-corrosive ties ar an interval of one tie
I 4. Mortar colors andlor pattems to be selected by the Architect and may be different J for each type of masonry.
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PageT November 9, 1998
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I DIVISION 5: METALS
!A. Structural Steel:
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l. Structural steel design information - shall be as specified on Structural Drawings -
see Structural Drawings. Steel sizes and final structural details shall bc provided
by the Structural Steel Contractor/Fabricator.
2. Metal railings shall be steel in shapes and sizes as chosen by Architect.I r 3. All f'crrous metal fabrications shall have welds sround smooth and one shoo-
applied coat of primer, which shall be touched rip alier erection.
l t 4. All steel in contact with earth. lnasonrv or other dissimilar metals. shall be coated
I with asphaltic paint.
B. Metal Gates:
1. Painted steel gate as shown on Site Plan (A1.0) and (A2.1).
I DIVISION 6: WoOD AND PLASTICS
I A. Rough Carpentry:
l. All framing lumber and hardware shall be as specified on the Structural Drawings.
I All hardware shall be galvanized at exterior locations.
2. All wood blocking, wood framing, wood funing, etc. used in contact with the
earth or concrete shall be pressure treated with decay resistant materials in
compliancc wirh't'f-Ws71, AWP-LP-2.
3. Studsizes are2x 12,2x 10,2x8,2x 6, and 2 x 4, as indicated on Drawings.
4. Sizes of floor and roof framing materials and spacings are indicated on the
structural drawings. Sufficient blocking must be provided in each case fbr
support ofdecorative wood trim and accessories.
5. Sill plates shall be treated wood and be bolted to foundations with minimum of
Yt" diarr.eter anchor bolts spaced at 4'-0" o.c. maximum and embedded minimum
7" into concrete. There shall be a minimum of two bolts per sill piece. one bolt
located within 12" of each end of each piece unless noted otherwise on structural
drawinss.
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Page 8 November 9. 1998
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6. Penetrations of major structural members shall be discussed with
Architect/Engineer prior to drilling, and shall follow manufacturer's
rec om mendat io n s.
7. Floor joists shall be doublcd under all walls parallel to floor joist framing.
8. Dimensions for framing shall be per architectural drawings.
9. Provide tirestopping as required by code.
10. All wood in contact with earth shall be coated with asphaltic paint.
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t B. Finish Carpentry:
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1. Exterior Trim:
a. All exterior fascias and trim to be Western Red Cedar in sizes and shaoes
as shown on drawings in #l grade.
b. All timber for trusses ar.rd timber framc shall be Fir in sizes and shapes
shown on drawinqs.
c. Provide samples ofcach species grade and texture ofwood.
2. Interior Trim:
a. Interior trim to be of various shapcs and finishes as shown on Drawings.
All interior trim to be determincd. Stain and finish as directed and
approved. Submit samples of all different profiles' and iinishes for
approval.
I C. Clustom Casework:
1. Custom wood casework will be flat panel of various styles, sizes, wood spccies I and finishes as shown on the drawings and chosen by Owner.!
2. All Architectural woodwork shall conform to AWI custom srade standards.
3. Provide shop drawings and samples fbr Architect's approval.
4. Kitchen cabinets manufacturer to bc determined and as selected by Owner.
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5. Kitchen countertops to be determined and as selected by Owncr.
6. Laundry cabinets and countertops as selectcd by Owner and Kitchen Consultant.
D. Countertops Subbases:
l. Provide plywood subbase fbr stone and tilc countertops specified in Division 9.
E. Closet shelving shall be ll4" A B plywood with solid nosing with stainless steel rods
with supports by Knape & Vogt or equal.
DIVISION 7: THERMAL AND MOISTURE PROTECTION
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A. Dampproofing:
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I . Dampproof exterior sidcs of all site walls not part of the building foundation,
from grade to bottom of footing. Dampproofing shall be Hydroxide 128 Spray-
Mastic by Sonneborn Building Products, applied per manufacturer's
recomm e n d at ions.
I B. Self Adhering Sheet waterprooling:
I . Watcrproof all exterior sides of building fbundation walls as shown on drawings.
Watcrproofing shall be Bituthane 3000 by W.R. Grace Company or Jiffy Seal
140/60 by Protecto Wrap Corporation. Install strictly pcr manuf-acturer's
recommendations including prirner, corner fillets and compatible protection
board.
2. Waterproof all decks over living space. Waterproofing shall be Bituthane 3000
by W.R. Grace Company or Jiffy Seal 140/60 by Protecto Wrap Company. Install
strictly per mauufacturer's rccommendations including primer corner fillets and
compatible drainage mat.
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C. Shower Pan Waterproofing:
l. Waterproofing for all shower pans shall be Chloraloy 240 by Noble Company,
t Grand Haven, Michigan. Install per manuf'acturer's recommendations for showcr
pan linings.
t D. Vapor Barrier:
I l. Provide minimum 6-mil polyethylenc sheet at extcrior framed walls and
I roof/ceiling. Lapjoints and tape to seal. Repair all tears and punctures.
l,
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2. Provide 6-mil polyethylene vapor barrier under all interior concrete slabs on grade
and on surface ofcrawl space grade, seal edges to foundation, lapjoints tape to
seal.
E.Flashing:
l.
2.
F Buildine Insulation:
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Thru-wall flashing, base and head flashing not specified as copper shall be as
manufactured by Fiberweb and shall be Series #200.
All beams and lintels shall have an approved flashing, shall bc consiclered as
being "water-tight" except as noted on drawings.
2.
J.
Exterior framed 7t/a" walls to be insulated with R-19 minimum unfaced fiberslass
batt.
Roofjoist spaces to be insulated with R-38 unfaced fibcrglass batt insulation.
All floors over crawl spacc shall be insulated with R25 foil faced batt insulation
with facing towards finished space.
All floors overhanging exterior space or garage shall be insulated with foil-faced
R-30 fiberglass batt insulation tacing towards the finished space.
All walls, floors, and ceilings of bathrooms, laundry, ski room, and bedroom walls
and floors shall be insulated with 3" thick Sound Attenuation Batt Insulation bv
U.S. Gypsum ifnot insulated undcr Sections I through 5 above.
Provide continuous l" thick by 6" wide fiberglass batt sill insulation between
fbundation wall and wood sill olates.
Foundation walls to be insulatcd on exterior side with 2" thick extruded
polystyrene board insulation. Insulation shall be Dow Styrofoam Thermadry
installed on exterior face of wall, from grade down to 4'-0" bclow grade.
Roofsuper insulation shall be Polyisocyanurate unfaced fbr Class C rating.
Provide 3%",Rvalvel. 23.07 (aged) at roof.
Lxpandcd Polystyrene board, 1%" thickness for use at interior side offurred
tbundation walls.
Batt Insulation: Mineral wool blankets complying with ASTM 665-84. Provide
in thickness and with facing as designated.
A 't.
6.
7.
8.
9.
10.
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I G. Roofrng:
t l. Provide a super-insulated roofas detailed on drawings.
2. Waterproof membrane shall bc either "Bituthene" Ice and Water Shield system by
W.R. Grace Company or "Protect-O-Wrap" 140155 by Jiffu Seal. LIse 3'-0" each
side ofall valleys, ridges, and roof/walljunctions and at all eaves to 4'-0" inside
walls below.
3. Roofing (Rl) shall be splirshake cedar shingle. Roofing (R2) shall be flat-lock
copper (20 oz.).
| 4. (Rl) and (R2) shall be interwoven with 15# non-bituminous saturated 1-elts with
each layer. Install according to U.B.C. sevcre weather exposure requiremcnts.
I - s
,'.*::'ffiil:::lli:::JH:l.T'Jfiinous
sarurated rerts' instatcd per UBC
I H. Flashings:
l. Copper copings, fascias, chimney caps, gutters, downspouts, flashings and
counter flashings shall be cold rolled temper, weighing not less than20 oz. per sq.
ft.. Provide shop drawings to confirm profiles for approval.
2. All copper shall be treated with chcmical treatment to patina copper to color
chosen by Architect. Provide Patina samples on actual roofrng tiles for
Architect's approval.
3. All flashings and sheet metal shall be installed per standard practices as described
in the S.M.A.C.N.A. Handbook and the Copper Development Association.
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I. Joint Sealers:
I . Provide joint sealers of the lollowing types:
a. Exterior: One part polyurethane, Pccora Dynatrol l.
b. Intcrior: Acrylic Latex, Pecora AC-20.
c. Bathtubs, showers and other wet areas: Silicone, General Electric Sanitary
I 700 (mildew resistant).
d. Expanding Foam Sealant: Polycel Onc by W.R. Grace Company
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I DMSION 8: DOORS AND WINDOWS I
A. Exterior Doors:
2. Provide joint backing bond breaker and or primcr as recommended by
manufacturer.
3. Colors to be selected by Architect from manufacturer's standard colors. Provide
color samples.
4. Provide sealers in the followins locations:
a. Joints between exterior door and window lrames and rough wood framing-
fill gaps completely with expanding foam sealant.
b. Under-door thresholds.
c. Exterior joints between dissimilar materials such as stucco, wood, and
stone.
d. Around bathtubs. showers and lavatories.
e. Flashing reglets and rctainers.
f . .loints at penetrations of walls, decks and floors by pipes and other services
and equipment.
g. Penetrations of exterior walls.
h. Open joints bctween dissimilar materials.
i. Other joints as indicated on drawings or as required for complete
installation as directed by Architect.
5 . Provide two (2) coats of clear non-yellowing/water repellent coating on all
interior floor masonry. Standard of performance: Chemical Products Corp.:
CP-250. Provide 5-year labor and material warranties.
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l. Main entry door is to be 2t/0" thick solid wood custom entry door as shown on
drawings and approvcd by Architect.
2. All other exterior doors (not specified to be french doors or patio doors) shall be 1
l/4" solid in styles shown on drawings.
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I 3. All exterior doors shall be orovided with full head. iamb and door bottom weather
stripping.
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I B. Interior Doors:
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l. Interior doors shall be l%" thick custom raiscd panel ofsizes, styles, and finish
chosen by Architect. Provide rated slab doors where shown on drawings.
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C. Garase Doors:
l. Garage door shall be wood insulated, overhead scctional door by Overhead Door
Company or approved e<1ual. 8'x l8'garage door shall be faced with wood as
shown on Door Schedule. Color and style as selected by Architect.
2. Hardware shall be manufbcturer's standard adequate to handle the weight of the
tinished door. Door shall have a motorized operator with variable code rernote
control. Operator shall have integral lights with delayed off function.
3. Provide full shop drawings for door, hardware and operator fbr Architect's
approval.
I 4. Electrical operation: Elite high cycle quite type operation.
I D. Windows, French Doors, and Sliding Class Doors:
l. All windows LER UND SOHN wood windows
t #j"rff,n drawings for sizcs and tvpes'
2. All glazing shall be manufactured for installation at 8,600 feet above sea level and
tempered where required by code. All hardware to be manufacturer's standard
with Architect's approval.
3. Provide full shop drawings for all windows, French doors, and sliding glass doors
with large-scale drawings showing window elevations, muntin locations and
details.
4. All windows and doors to have wood interior and clad exterior.
E. Glazing:
's L All extcrior glazing (other than that noted in D above) shall be 5/8" clear insulated
low E glazing, tempered where required by codc.
2. Refer to Architcctural Drawings for sizes and shapes.
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3. In-place system shall be designed fbr 35 per sq. ft. wind load.
4. All interior glazing shall be t/0" clcar laminated platc.
5. Mirrors shall be /0" clear plate glass with polished beveled edges.
I F. Hardware:
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l. Provide hardware with to be determined finish in passagc, privacy. dummy and r ;iiil*:J:ffi:,H;'"'j",H:::1"ffiH'."lT',i"Tillili!i:i,i'sfJl,l
. DIVISION 9: FINISHES
I A. Gypsum Board:
I l. Provide 5/8" gypsum board for texture finish.
I 2. Provide 5/8" Type "X" gypsum board at the following locations:
a. All interior walls and ceiling of garage.
b. Both sides of walls ancl ceilins of Mechanical Room.
c. Both sides of walls and ceiling of dumb waiter shaft.
3. Provide %" glass mesh mortarboard by Durock and waterproofed membrane at all
walls in tub and shower surrounds and built-in shower benches.
4. Provide 5/8" water resistant "W.R." gypsum board at all moist locations (i.e.
bathrooms, laundry, etc.) and at walls which will receive stone veneer or tile other
than tub and shower surrounds.
5. All gypsum board walls in Garage and Mechanical Room to be taped, sanded and
textured. Texture shall be approved by Architect and will be machine-applied
finish of drywall compound. Provide 4' x 4' mock-up panels of texture for
Architect's approval.
6. All other gypsum board walls to bc textured with drywall compound in a hand
troweled linish. Provide 4' x 4' mockup of texture for Architect's approval.
7. Provide a U.S.G. 200 B metal trim at all locations where drywall abuts dissimilar
surfaces.
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Page 15 November 9. 1998
B. Tile:
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- C. Carpet:
' 1. All carpet and pad shall be provided and installed by Contractor and selected by
l. All tile will be provided and installed by Contractor. Follow recommendations of
the Tile Council of America (T.C.A.) for tile installations as follows:
a. Tile walls and ceilins shall be installed as follows:
i. Shower and tub surrounds, shower benches and ceilings over glass
mesh mortarboard: T.C.A. W-244 (use latex-portland cement
rnortar and grout).
ii. Other tiled walls over "W.R." gypsum board: T.C.A.W-243.
b. Tile and stone floors shall be installed as follows:
i. Shower pans over sheet membrane waterproofing: T.C.A. B-415.
ii. Interior floors over wood deck: T.C.A. F-141.
iii. Interior thinset floors over concrete: T.C.A. F-1 13.
c. Tile countertops shall be per T.C.A. C-513.
2. All tile shall be selected by Architect. Both ceramic tile, marble tile, and stone
used.
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Owner.
D. Painting:
l. General Contractor, prior to painting any surface, shall completely mask, remove,
or otherwise adequately protect all items in contact with painted surfaces but not
scheduled to receive paint. Surfaces to receive paint or other surface treatments
shall be thoroughly cleaned, free from dirt, oil, and all other foreign substances.
Spot prime all exposed nails and other metals, which are to be painted with
emulsion paints, using a primer recommended by the manufacturer of the coating
system. When applyingpaint, allow sufficient drying time between coats, and do
not apply paint in areas where dust is being generated. Strictly follow all
manufacturer's recommendations for surface preparation and coating. Painting
schedule is as follows:
a. Finish #l: Painted wood interior, except wood to receive natural finish.
Primer: Alkvd Enamel Undercoat
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Finish: (2 coats) Alkyd EggShell Enamel
b. Finish #2: Painted wood exterior, except wood to receive natural finish
Primer: Alkyd Exterior Wood Primer
Finish: (2 coats) Gloss Alkyd House and Trim
c. Finish #3: Interior primed fenous metal
Primer: Metal primer
Finish: (2 coats) Alkyd EggShell Enamel
d. Finish #4: Exterior ferrous metal
Primer: Metal Primer
Finish: (2 coats) Industrial Enamel
e. Finish #5: Exterior galvanized metal
Primer: Galvanic Primer
Finish: (2 coats) Industrial Enamel
f. Finish #6: Drywall receiving vinyl wall covering
Primer: (1 coat) Primer - Sealer
g. Finish #7: All other drywall
Primer: Primer - Sealer
Finish: (2 coats) Alkyd Flat or EggShell as directed
h. Finish #9: Doors and other natural finished wood
Stain: Oil based
Primer: Sander Sealer
Finish: (2 coats) urethane varnish
i. Finish #l0l Doors and other transparent finished wood
Stain: Oil based
Primer: Exterior varnish
Finish: (2 coats) exterior varnish
2. All wood surfaces to receive paint shall have a moisture content of l2oh or less.
3. Color and sheen shall be selected by Architect. Provide three samples of each
finish on actual samples to be finished.
4. Requirements:
a. NFPA 90A shall govern where applicable. Materials shall meet
ASTM E-84 standard for smoke development of 50 or less. and a flame
spread of25 or less.
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I b. Submit cut sheets on actual products proposed including manufacturer's
recommendations fbr each svstem.
3
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I A. Bath Accessories:
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l. Bath accessories shall be as selected by Architcct and provided and installed by
I Contractor.
- B. Shower Enclosure:a,
- l. Provide frameless European style enclosure lbr shower of shapes shown on
drawings with clear tempered glass and hardware as selected by Architect.
I C. Firc Extinsuishers:
1. Provide l0 lb. A-B-C general-purpose extinguisheis with manufacturer's standard
wall mount bracket at Mechanical Room, and Kitchen. Extinguisher to be
Larsens Model #MPl0.
I DIVISIoN TT: EQUIPMENT
I A. Residential Appliances:
I l. Residential appliances shall bc as selected by Owncr. Mechanical / Elcctrical
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subcontractor to coordinate plumbing and electrical needs.
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DIVISION 12: FURNISHINGS
None required
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DMSION 13: SPECIAL CONSTRUCTION
I DrvrsroN lo: sPECTALTTES
1. Provide spa ofshape and size shown on drawings. Construction to be sprayed
reinforced concrete with plaster and tile surface and coping as chosen by Owner.
Heating by high-efficiency, low tempcrature exhaust gas fired equipment. Dcsign
and construction shall be by an expcrienced pool Design/Builder with a minimum
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I of l0 years experience in outdoor pools in the Colorado Mountains. Provide full
shop drawings fbr Architect's approval.
I DI'ISI'N 14: GoNVEYING
'YSTEM.
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I A. Dumb waiter:
a
l. Provide a residential dumb waiter with stops and openings as shown on drawings.
Dumb waiter shall be Model PW300 by Waupaca Elevator and shall be a roped
' hydraulic elevator with 300 lb. capacity and 50 F.P.M. maximum speed. Provide
a. with Owner's choice o d tlnishes and with bi-part doors.r ;iil'nffiil':liH ;:':il,T."lffi':,:i:,i:lT::1H:
full shop drawings for Architect's approval.
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11 DIVISION 15: DESIGN-BUILD MECHANICAL REQUIREMENTS I
A. Intent:
1. 'lhe intent ofthis design-build specification is solely for the purpose ofdefining
guidelines and responsibilities of the Design-l3uild Contractor (D.B.C.) for the
desisn and construction of all rnechanical svstems reouired.
I B. General Reouircments:
I l. All requirements of the "General Conditions of the Contract for Construction",
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AIA Document A20 | - 1987 apply to this section.
2. The Design-Build Contractor (D.B.C.) shall bc hired by and be under the direction
of the General Contractor. The General Contractor shall have ultimate
responsibility for coordination of all portions of the work; especially between
various Design-Build Contractors, and between Design-Build Contractors and all
other contractors.
3. The D.B.C. shall assume full responsibility for the generation ol design
parameters, design', documentation, installation of the mechanical system, and
placemcnt of the mechanical systcm into operation. The mcchanical content and
sufficiency of thc work remains solely the responsibility of the D.B.C. The
D.ts.C. shall coordinate with the General Contractor and all other applicable
subcontractors to minimize problems and to facilitate the construction of a
complete and functioning system according to the design paramcters agrecd to by
the Owner.
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4. If the General Contractor contracts the mechanical systems to more than one
D.B.C., it shall be the responsibility of the Cencral Contractor to coordinate
between individual Design-Build contractors to assure that the provisions of this
seclion are f'ully carried out.
5. The General Contractor shall be responsible to schedule submittals (including
I adequate review and revision time), and to ensure that rcquired submittals are
I received on time to avoid delays of the work. The Architect and his consultants
shall review submittals in a timelv nlanner to helo avoid such delavs.
- C. Quality Assurancc:
l. All work shall be designed and executed in accordance with the current edition of
the Uniform Building Codc (UBC) and all other applicable state, local and/or
public utility codes and regulations.
2. The design, methods of construction and materials of the mechanical system shall
be in accordance with the current edition of the fbllowing applicable regulations,
references and standards:
a. Uniform Mechanical Code (UMC)
b. Uniform Plumbing Code (UPC)
c. American Society of Heating, Rcfrigeration, Air Conditioning Engineers
(ASHRAE)
d. American Society of Mechanical Engineers(ASME)
e. American Socicty for Testing Materials (ASl'M)
f. Factory Mutual I.aboratories (FM)
g. National ElectricalManufacturers' Association(NEMA)
h. National Fire Protection Association (NFPA)
i. Sheet Metal and Air Conditionins Contractors National Association
(SMACNA)
.i. Llnderwriters Laboratories, Inc. (UL)
k. American National Standards Institute (ANSI)
l. American Society of Plunrbing Engineers (ASPB)
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3. The design and performance characteristics shall conform to all professional
standards and practices as established by the current editions ofthe following
references and standards:
a. American Society of Hcating, Refrigeration, Air Conditioning Engineers
(ASHRAE).
b. American Society of Plumbing Engineers (ASPE)
4. The D.B.C. shall be a contractor, liccnsed in the jurisdiction where the project is
located to perform thc portions of thc work he intends to complete. Both the
Professional Engineer retained by the D.B.C. and the Professional Engineer (P.E.)
retained by thc Architect shall be licensed in the state where the project is located.
5. The D.B.C. shall guarantee all materials, workmanship, and the successful
operation of all equipment and apparatus installed fbr a period of one (l) year
from the datc of the final acceptance of the entire work. The D.B.C. shall repair
or replace any part of the system which may show defect during that time.
D. Desien-Build Process Outline:
l. The D.B.CI. shall survey the project and discuss with the Owner, Architect,
General Contractor, and all applicable subcontractors the function and control of
the system with regard to the building program. The D.B.C. shall develop and
present to the Owner, Architect, and General Contractor, the design parameters
along with the first cost, energy costs and applicable altemativcs. 'Ihe D.ll.C.
shall revise the dcsign parameters until acceptable to thc Owner and shall receive
written approval of the final design parameters prior to proceeding with design
and documentation.
2. The D.B.C. shall design the systems to achieve the approved design parametcrs.
During thc design phase the D.B.C. shall coordinate with all design professionals
whose work interfaces with thc rnechanical systems in order to produce a
complete and functioning systcm appropriate for the use and design intent ofthe
project.
3. The D.B.C. shall develop construction documents including drawings,,
specifications and equipment submittals relating to the mechanical work. These
drawings shall retain a Prot-essional Engineer (P.8.) to review the construction
documents and produce a report stating that in the P.E.'s opinion the design
parameters will be met by the system as designed. 1'his report shall bear the
license stamp of the P.E.. The D.B.C. hall then submit these construction
documents with copies of the approved design parameters and report, for the
General Contractor's review and comment.
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4.
5.
6.
2.
3.
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E.Submittals:
l.
Upon review, the General Contractor shall forward the construction document
submittal to the Architect. 'ilre Architect will fbrward the construction document
submittal to P.E. retained by the Architect for concurrent review and comment.
l'he Architect shall rcview the construction document submittal for coordination
of work relating to architectural constraints and intent only. 'fhe Architect shall
return the reviewed documents with the P.E.'s and Architect's comments, to thc
General Contractor for forwarding to the D.B.C.. l'he D.B.C. shall not start
construction prior to receiving and responding to reviewed drawings.
Thc P.E. retained by the D.B.C. shall also be retaincd to inspect the mechanical
systems and prepare a written review at the rough-in stage and again at hnal
completion. The D.B.C. shall forward a copy of these written reviews th'rough the
General Contractor to the Architect. The D.B.C. shall perfbrm any and all
additions and modifications requircd by the reports. Upon final completion, the
D.B.C. shall certify. in writing, that all mechanical systems are installed per code,
contract documents, and industry standards.
Prior to receiving final payment, the D.B.C. shall provide the Owner with the
Project Closeout Documents, a written copy of the one-year warranty, and a final
walk-through to cxplain operation and maintenance of the system to the Owner's
satisfaction.
The construction document submittal shall include fivc (5) copies of all
mechanical design documents including drawings, specifications, matcrial and
cquipmcnt product data and any other information neccssary to thoroughly define
the systcm and demonstrate that the system will meet the design parameters. This
submittal shall also contain thc approved design parameters and the stamped peer
review report.
The Proiect Close out Documents shall contain:
b.
All manufacturers' product data, listing model numbers and specific
information for each piece of equipment in the mcchanical system.
Complete detailed instructions covering operation, lubrication, general
maintenance, the repair of all equipment for plumbing, heating,
ventilating. and air conditioning systems.
Temperature control diagram with sequence of operation for all systerns.
The above infbrmation shall be typewritten and bound in a loose-leaf
binder for the Owner's use. Two (2) copies shall be submitted.
As-Built Drawings: Provide one ( | ) set of complete As-Built Drawings.
Drawings shall bc submitted on reproducible mylar. Drawings shall accurately
show the mechanical system as constructed, complete in all respects.
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I F. Mechanical Systems Outline:
I l. 'I'he following outline of basic systems to be included is presented as a starting
I point from which the D.B.C. is to begin developing the actual design parameters.
I The outline is not intended to be a completc and comprehensive list of systems.
Alternate and/or additional systems and/or products may be suggested by the
D.B.C. in meetings and discussions with the Owncr and Architect to meet the I design parameters.
a. In-floor baseboard and hydronic heating system.
i. Natural gas fired.
ii. High efficiency equipment with electronic ignition.
iii. Automatic set back thermostat.
b. Air conditioning system.
c. Supplemental forced air systcm.
i. Natural gas fired.
ii. High efficiency equipment with electronic ignition.
iii. Automatic set back thermostat.
d. Full domestic hot and cold water, waste and vent systems.
e. Natural gas piping to appliances, fireplace in Great Room, and mechanical
equipmcnt.
f. Exhaust fans, ducts and caps including appliance exhausts.
g. Snow melting system lbr selected exterior paving. and decks.
h. Water softening
i. Rcverse osmosis water filter svstem.
j. Frost proofhose bibs located inside garage and around house perimeter.
k. Whole house humidification.
L Destratification fan and duct system tbr Great Room.
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I G. Plumbing Fixture and Fittings:
I 1. Models and Manufacturers as chosen by Owner.I I
DIVISION 16: DESIGN-BUILD ELECTRICAL REQUIREMENTS
! A. Intent:
I 1. Thc intent of this design-build specification is solely for the purp<-rse of defining I guidelines and responsibilities of the D.B.C. for the design and construction of all
electrical systems.
B. General Requirements:
L All requirements of the "General Conditions of the Contract for Construction",
A.l.A. Document A20l-1987 apply to this section.
2. The Design-Build Contractor shall bc hired by and be under the direction of the
General Contractor. The General Contractor shall have ultimate rcsponsibility for
coordination of all portions of the work; especially between various Design-Build
Contractors, and between Desien-Build Contractors and all othcr contractors.
3. The D.B.C. shall assume full responsibility for the generation of design
parametcrs, design, any required documentation, installation of the electrical
system, and placcment of the electrical system into ope ration. The electrical
content and suttciency of the work remains solely the responsibility of the
D.B.C.. The D.B.C. shall coordinate with the General Contractor and all other
applicable subcontractors to minimize problems and to facilitatc the construction
of a complete and functioning systcm according tot hc design parameters agreed
to by the Owner.
4. If the General Contractor contracts the electrical system to more than one D.B.C.,
it shall be thc responsibility of the Ceneral Contractor to coordinate between
individual Design-Build Contractors to assure that the provisions of this section
are fully carried out.
5. The Gcneral Contractor shall be responsiblc to schedule submittals (including
adequate review and revision time), and to cnsure that required submittals are
received ,rn time to avoid delays of the work. The Architect and his consultants
shall review submittals in a timely manner to help avoid such delays.
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I C. Quality Assurance:
I L All work shall bc designed and executcd in accordance with the 1991 cdition of'
I the Uniform Building Code (UBCI) and all other applicablc state, local, and/or
I public utility codes and regulations.
2. -fhe design, methods of construction and matcrials of the electrical system shall be
in accordance with the current edition of the following applicable regulations,
ref'crences and standards:
a. National Electrical Code (NEC), 1996 edition
b. American Society for Testing materials (ASTM)
c. Factory Mutual Laboratories (FM)
d. American Society of Heating, Refiigeration. Air Conditioning Engineers
(ASHRAE)
c. National Elcctrical Manufacturcrs Association (NEMA)
f. National Fire Protection Association (NFPA)
g. Underwriters Laboratories, Inc. (UL)
h. American National Standards Institute (ANSI)
3. The design and pcrformance characteristics shall conform to all professional
standards and practices as cstablished by the current editions ofthe following
references and standards:
a. Institute of Electrical and Elcctronics Eneineers.
4. The D.B.C. shall be a contractor licensed in thc jurisdiction where the project is
located to perform the portions of the work hc intends to complete.
5. l'he D.B.C. shall gu p and the successful
operation ofall equi a period ofone (l) year t from the date of the k. The D.B.C]. shall repair
or replace any paft of the system which may show defect during that time.
r D. Desisn-Build Process Outline:
I 1. The D.B.C. shall survey the project and discuss with the Owner, Architect,
General Contractor, and all applicable subcontractors and Consultants the function
- Raether #21058.00 Page 25 November 9, 1998
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4.
5.
6.
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and control of the system with regard to the building program. The D.B.C. shall
develop and present to the Owner, Architect, and General Contractor, the design
parameters along with the first cost, encrgy costs and applicable alternatives. The
D.B.C. shall revise the design parameters until acceptable to the Owner and shall
receive written approval of the final design paramcters prior to proceedirrg with
design and documentation.
The D.B.C. shall design the systems to achieve the approved design parameters.
During the design phase the D.B.C. shall coordinate with all design professionals
whose work interfaces with the electrical systems in order to produce a complete
and functioning system appropriate for the sue and design intent ofthc project.
'fhc D.B.C. shall develop construction documents including drawings,
specifications and equipment submittals relating to thc electrical work. 'lhcse
drawings shall defrne the scope of work and level of pcrformance with respect tcr
dcsign parameters as well as construction procedure and responsibility. 'thc
D.B.C. shall retain a P.E,. to revicw the construction documents and producc a
rcport stating that in the P.E.'s opinion thc design parameters will be met by the
system as designed. This report shall bear the licerrsc stamp of the P.E.. The
D.B.C. shall then submit these construction documents. with copies of the
approved design parameters and report fbr the General Contractor's review and
comment.
lJpon review the General Contractor shall forward the construction document
submittal to the Architect. The Architect will forward the construction document
submittal to the P.E. relained by the Architect fbr rcview and comment. The
Architect shall review the construction document submittal for coordination of
work relating to architectural constraints and intent only. The Architect shall
retum the reviewcd documcnts with the P.E.'s and Architect's commcnts, to the
General Contractor for tbrwarding to the D.B.C.. The D.B.C. shall not start
construction prior to receiving and responding to reviewed drawings.
The P.E. retained by the D.B.C. shall also be retained to inspect the clectrical
systems and prepare a written revicw at the rough-in stage and again at final
completion. The D.B.C. shall forward a copy of these written reviews through the
General Contractor to thc Architect. The D.B.C. shall pcrform any and all
additions and modifications required by the rcports. Upon final completion, the
D.B.C. shall certify in writing that all electrical systenls are installed per code,
contract documents. and industrv standards.
Prior to receiving final payrnent, the D.B.C. shall provide the Owner with the
Project Closeout Documents, a written copy of the one-year warranty and a linal
walk-through to cxplain operation and maintenance of the system to the Owner's
satisfaction
Raether #21058.00 Page26 November 9, 1998
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Submittals:
1. The construction document submittal shall include five (5) copies of electrical
design documents including drawings, specifications, material and equipment
product data and any other information necessary to thoroughly define the system
and demonstrate that the system will meet the design parameters. This submittal
shall also contain the approved design parameters and the stamped peer review
report.
2. The Project Closeout documents shall contain:
a. All manufacturers' product data, listing model numbers and specific
information for each piece of equipment in the electrical system.
b. Complete detailed instructions covering operation, lubrication, general
maintenance and the repair of all equipment for the electrical systems.
The above information shall be typewritten and bound in a looseJeaf
binder for the Owner's use. Two (2) copies shall be submitted.
3. As-Built Drawings; Provide one (l) set of complete As-Built Drawings.
Drawings shall be submitted on reproducible mylar. Drawings shall accurately
show the electrical systems as constructed, complete in all respects.
Electrical Systems Outline:
1. The following outline of basic systems to be included is presented as a starting
point from which the D.B.C. is to develop the actual design parameters. The
outline is not intended to be complete and comprehensive list of systems.
Altemate and/or additional systems andlor products may be suggested by the
D.B.C. in meetings with the Owner and Architect to meet the design parameters.
a. Power for convenience outlets, appliances, mechanical and electrical
equipment and specialty equipment including spa. Plate colors to be
determined.
Lighting system including interior and exterior lighting and switched
outlets
Fire detection and alarm system.
Telephone and television systems including wiring and outlets as defined
by Lighting Consultant
Computer networking wiring as defined by Owner.e.
Raether #21058.00 Page27 November 9, 1998
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f. Provide 20Yo additional capacity for future use over and above the
requirements listed herein.
g. The following specialty items may be added per Owner:
i. Security system per Owner's direction.
ii. Audio-Visual system may be added per Owner.
h. The electrical D.B.C. shall coordinate and size system for the spa
requirements including power for equipment, etc.
i. Trenching and backfilling fbr all underground electrical installations.
j. Power and control wiring for heating, ventilating, plumbing, etc.
2. The schematic electrical drawings should be used by the D.B.C. in conjunction
I with the outline above to develop the design parameters. The drawings are
I schematic in nature and are issued to provide an inciication ofthe intended system
and scope only.
r G. Fixture Schedule:
I I . Models, manufacturers, and colors of trim and plates as chosen by Architect.I
I END OF SPECIFICATION
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Road 154
Glenwood Springs, CO Bl@1
Fax 970 94t84S4
Phone 970 9{5-79E9
HerwonrH-pnrnQ G EorEcHNrcAL, rNc.
C/O THERESORTDESIGN
GEORGE SHAEFFER
s'UssoL STUDY
FOR FOT]IIDATION DESIGN
PROPOSED RAETHER RF,SIDEITCE
LOT 15, VAIL VILLAGE THIRD FILING
27E ROCKIJDGE ROAD
VAIL, COLORADO
JOB NO. 198 373
JI.]LY 6, 1998
PREPARED F'OR:
RAETHER
COLLABORATIVE INTERNATIONAL
ROLLINS
;ET, SUITE C2
RADO 80202
David Gossett
I
PO. Box 373
Vail, Colorado 81 658
(970) 845-5656
(970) 84s-701 3 FAX
ort*o - PA*LAK cEorEcHM.o?^".
July 6, 1998
Raether
c/o The Resort Design Collaborative International
Attn: Noel Rollins
1617'l,lazee Street, Suite C2
Denver, Colorado 80202
Subjecu Report Transninal, Subsoil Study for Foundation Design, proposed
Residence, l,ot 15, Vail Village Thtud Filing, 278 Rockledge Road, Vail,
Colorado
Dear Mr. Rollins:
As requested, we have conducted a subsoil study for the proposed residence at the
zubject site.
subsurface conditions encountered in the exploratory boriugs drilled in the proposed
building area consist of 3 to 6 feet of manplaced fill afr 2k to 3 feet of clayey sand
?19 gravel with cobbles aud possible boulders overlying shale bedrock at deprhs of6 to
8k fet. Groundwater was encountercd in tlre borings between about 9 to 10trt feet
bclow the ground zurface.
The proposed residence can be founded on spread footings placed on the natural
granular subsoils or shale bedrock and designed for au allowable bearing prcszure of
2,5fi) psf. Footings that bear entirely on the bedrock can be sized for an allowable
bearing pr€ssure of 5,000 psf. The excavation will likely require dewaterilg for
construction in the dry.
The report which follows describes our exploration, summarizes our findings, and
presents our recommendations. It is important that we provide eonzultation during
design, and field services during construction to review and monitor the implementation
of the geotechnical recommendations.
Ifyou have any questions regarding this report, please contact us.
Sincerely,
HEPWORTH - PAWI-AK GEOTECHNICAL. INC.
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Job No. 198373
f{^*-r.fuA
Steven L. Pawlak, P.E.
Rev. by: JZA
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TABLE OF CONIENTS
PI,'RPOSEANDSCOPEOFSTUDY .......I
PROPOSEDCONSTRUCTION. .. ........1
SITECONDTTTONS . -....2
FIELDEXPI,ORATION ......,,,2
SUBSURFACECONDITIONS.. ........,2
DESIGNRECOMMENDATIONS .........3 FOI'NDATTONS... ..,.....3 . FOI.'NDATION AND RETAINING WALIS . . . . .4
FLOOR SLABS
uNDERDRATN svbiir,,r . : . . . . : . . . . : . ., . : . . : . : . . . . . . . . . . . . :
SITEGRADING .. ........7
SURFACEDRAINAGE ... ........7
UMITATIONS.... ......8
FIGURE I - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 . LOGS OF EXPLOMTORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGI.'RE 4 - SWELLCONSOLIDATION TEST RESULTS
TABLE I - SUMMARY OF LABORATORY TEST RESULTS
H.P GSOTECH
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PURPOSE AI\D SCOPE OT'STI.JDY
This report Presents the results of a subsoil study for a proposed residence to be
Iocated on rot 15, vail village Third Firing, 27g Rockledge Road, vail, colorado.
The project site is shown on Fig. l. The purpose of the study was to develop
rccommeudations for the foundation design. The study was conducted in accordance
with our agreement for geotechnical eqgineering sewices to Raether, c/o The Resort
Design Collaborative International dated June Z, lggg.
A field exploration program consisting of exploratory borings was conducted to
obtain information on subsurface conditions. samples of the subsoils and bedrock
obtained during tbe field exploration werc tcsted in the laboratory to determine their
classifrcation, compressibility or swell and other engineering characteristics. The
results ofthe field exploration and laboratory testing were analyzed to develop
recommendatioru for foundation types, datl$ and allowable prcssurcs for the proposed
btrilding foundation. This report zummarizes the data obtained during this srudy and
Presents our conclusions, design recommendations and other geotechnical engineering
considerations based on the proposed construction and the subsoil conditions
encountered.
PROPOSED CONSTRUCTION
The proposed residence will replace the existing residence and be a two story
wood frame stnrcture with a walkout lower level. Ground floor will likely be slab-on-
grade. Grading for the structure is assumed to be relatively minor with cut depths up to
about 10 to 12 feet. we assume relatively light foundation loadings, typical of the
proposed type of construction.
If building loadings, location or grading plans change signihcantly from those
described above, we should be notified to reevaluate the recommendations contained in
this report.
H.P GEoTECH
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SITE CONDITIONS
The lot is located uphill of Rockledge Road in moderate to steep sloping terrain.
The existing house is a2 ard 3 story structure. The middle to eastem part of lot has
been graded and benched somewhar for the existing development. There was seepage
flowing from the uphill cut along the driveway and a srong flow in the roadside ditch
at the time of our field work. The lot is forested with aspen and.evergreen trees.
Boulders are exposed on the ground zurface in the area.
FIELD EXPLORATION
The field exploration for the project was conducted on Juae 5 and 15, 199g.
TWo exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the
subsurface conditions. The borings were advanced with 4 inch diameter continuous
flight augers powered by a track-mounted cME45 drill rig. The borings were logged
by a representative of Hepworth-Pawlak Geotechnical, Inc.
samples of the subsoils were taken with rsle inch and 2 inch I.D. spoon
samplers. The samplers were driven into the subsoils at various depths with blows
from a 140 pound hammer falliug 30 inches. This test is similar to the standard
penetration test described by ASTM Method D-1586. The penetration resistance values
are an indication of the relative densily or consistency of the subsoils and hardness of
the bedrock. Depths at which the samples were taken and the penetration resistance
values arc shown on the Logs of Explontory Borings, Fig. 2. The samples were
returned to our laboratory for review by the project engineer and testing. pvc pipe
was installed in Boring 2 to measure groundwater levels.
STIBSURFACE COI{DTTIONS
Graphic logs of the subsurface conditions encountered at the site are shown on
Fig. 2. The zubsoils consist of about 3 to d feet of existing fill and 2k to 3 feet of
H.P GEOTECH
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medium derse, crayey sand and gravel containing cobbres and boulders overrying shale
be&ock at depths of 6 to 8% feet. The bedrock became very hard and cemented with
depth and drilling refusal was encountered in the formation at depths of 16 and 12 feet.
The existing fill depth could vary across the lot due to the prior site development.
raboratory testing perfonned on samples obtained from the borings incruded
natural noisture content and density and finer than sand size gradation analyses.
Rezults of swell-consolidation testing performed on relatively uDdistubed drive samples
of weathered shale, presented on Fig. 4, indicate relatively low compressibility under
conditions of loading. One of the samples showed a Iow expensiou potential when
wetted. The laboratory testing is zummarized in Table I.
Free water was encountered in the boriugs between depths ofabout 9 to l0%
feet below the ground surface, The water rever likery rises during spring nrnoff.
DESIGN RECOMMENDATIONS
FOUNDAfiONS
considering the subsurfacc conditions encountered in the exproratory borings
and the aature of the proposed construction, we recom.nend the building be founded
with spread footings beariag on the natural granular soils or on the shale bedrock.
The design and construction criteria presented berow should be observed for a
spread footing foundation system.
1) Footings placed on the undisturbed naturar granular soils or share
bedrock should be designed for aa allowable soil bearing pressure of
2'500 psf. Footings that bear entirely on the bedrock can be designed
for an allowable bearing prcssure of 5,000 psf. Base.d on experieuce,
we expect settlement of footings designed and constructed as discussed in
this section will be about I inch or less and could be differential between
the different bearing materials
2) The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for isolated pads.
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3)
4)
Exterior footings and footings beneath unheated areas should be provided
with adequate soir cover abovc their bearing elevation for frost
protection. Placemeut offoundations at least 42 inches berow exterior
gnde is typically used in this arca.
continuous foundation walls should be reinforced top ard bottom to span
local anomalies such as by assuming an unsuppofted length of at least
10 feet. Fo.ndation walrs actiqg as rptaining structures should also be
designed to resist lateral earth prcssurs as discussed in the "Foundation
aad Reaining Walls" section of this report.
All foundations and existing fill from prior site development, topsoil and
any loose or disturbed soils and broken rock should be removed and the
footing bearing lever extended dowa to relatively dense naturar granular
soils or bedrock. The shale should be evaluated for expansion potential
where exposed in the excavation bottom. If water seepage is
encouDtered, the footing areas should be dewatercd before concrcte
placement.
A representative ofthe geotechnicar engineer shourd observe ail footing
excavations prior to concrete placement to evaluate bearing conditions.
s)
6)
FOUNDATION AND RETAINING WALIJ
Foundation walls and retaining structures which are laterally supported and can
be expected to undergo only a slight amount ofdeflection should be designed for a
lateral earth pressure computed on the basis of an equivalent fluid unit weight of 45 pcf
for backfill consisting of the on-site granular soils. Cantilevered retaining sructures
which are separate from the residence and can be expected to deflect sufhciently to
mobilize the full active earth pressure condition should be desigrred for a lateral earth
prcssure computed on the basis of an equivalent fluid unit weight of 40 pcf for bactfill
consisting ofthe on-site granular soils. Backfill should not contain vegetation, topsoit
or oversized rock.
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A' foundation and retaining struc*res should be designed for appropriate
hydrostatic aud surcharge pressures such as adjacent footings, traffic, construction
materials and equipment. The pressures recommended above assume drained
conditions behind the walls and a horizontal backfrll surface. The buildup of wa0er
behind a wall or an upward stoping backfill surface wil increase the laterar prcssure
imposed on a foundation wall or retaining sbilcture. An underdrain should be provided
to preveDt hydrostatic pressure buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the
maximum standard Proctor density at a moisture cont€nt near optimum. Backfill in
pavement and walkway areas should be compacted to at least 95% of the maximum
standard Proctor density. Care should be taken not to overcompact the backfill or use
large equipment near the wall, since this could cause excessive lateral pressure on the
wall' Some settlement of deep foundation wall backfill should be expected, even if the
material is placed corectly, and could result in distress to facilities comtructed on the
bacldill.
we recommend granular soils for backfilliug foundation walls and retaining
structures because their use results in lower lateral earth preszures and the bacldrll will
help improve the zubsurface drainage. Granular wall bacKill should contain less than
25% passing the No. 200 sieve and have a maximum size of 6 inches.
The lateral resistalce of foundation ss l61xining watl footings will be a
combination of the sliding resistance of the footing on the foundation materials and
passive earth pressure against the side ofthe footing. Resistance to sliding at the
bottoms of the footings can be calculated based on a coefficieut of friction of 0.45.
Passive pressure of compacted bacljill against the sides of the footings can be
calculated using an equivalenr fluid uuir weigbt of 250 pcf (submerged condition) and
400 psf (dry condition). The coefficient offriction and passive pressure values
recommended above assume ultimate soil strength. Suitable factors of safety should be
included in the design to limit the strain which will occur at the ultirnate strength,
panicularly in the case ofpassive resistance. Fill ptaced against the sides ofthe
H.P GEoTECH
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footings to resist lateral toads should be a gramrlar material compacted to at least 95%
of the maximum standard proctor density at a moisilre content near optimum.
FLOOR SLABS
The natural on-site soils, exclusive oftopsoil and existing fill, are suitabre to
support lightly loaded slab-on-grade corutnrction. Shale exposed in the excavation
bottom should be evaluated for expansioh potential. To reduce the effects of some
differentiat movement, floor slabs should be separated from all bearing walls and
columns with expansion joints which allow unrestrained vertical moyement, Floor slab
control johts should be used to reduce damage due to shrinkage cracking. The
requirements for joint spacing and slab reinforcement should be established by the
designer based on experience ald the irrtended slab use. A ninimum 4 iuch Iayer of
free-draining gravel should be placed bcneath basement level slabs to facilitare
drainage. This material should cousist of minru 2 inch aggregate with at l?;tst so%
rctained on the No. 4 sieve and less iltan-z% passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95%
of maximum standard Proctor deosity at a moisture conlent near optimum. Required
fill can consist ofthe on-site gravels devoid of vegetation, ropsoil and oversized rock.
I.]NDERDRAIN SYSTEM
Free water was encountered at relatively shallow depth and it has been our
experience in mountainous areas that the groundwater level can rise and local perched
groundwater can develop during times of heavy precipitation or seasonal runoff.
Frozen ground during spring ruuoff can create a perched condition. we recommend
below-grade construction, such as retaining walls, crawlspace and basement areas, be
protected from wetting and hydrostatic pressure buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the warl bactdill
surrounded above the invert level with free{raining granular material. The drain
should be placed at each level of excavation and at least I foot below lowest adjacent
finish grade and sloped at a minimum r% to a suiable gravity outlet. Free-draining
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granular material used in the underdrain system should contain less than 2% passing the
No. 200 sieve, less that s0% passing the No. 4 sieve and have a maximum size of
2 inches. The drain gravel backfill should be at least z feet deep and extend ro above
the line of seepage in the excavation face.
SITE GRADING
The risk of constructiou-iuduced slope instability at the site appears low
provided the cut and fill depths are limited. We assume tbe cut depths for the basement
Ievel will not exceed one level, about l0 to 12 feet. Fills should be limited to about
8 to l0 feet deep, especially where they encrouch steeper terrain. Embankment fills
should be compacted to at least 95% of the maxirnum sandad proctor density near
optimum moisnrre conteut. Prior to fill placement, the subgrade should be barefully
prepared by removing all vegetation and topsoil and compacting to gs% standard
Proctor density. The frll should be benched into the portions ofthe hillside exceeding
2o% gnde. subdrains could be needed to maintain a dry foudation during spring
runoff.
Permanent unretained cut and fill slopes should be graded at 2 horizontal to
I venical or flatter and protected against erosion by revegetation or other means. The
risk of slope instability will be increased if seepage is encountercd in cuts and flatter
slopes may be necessary, If seepage is encountered in permanent cuts, an investigation
should be conducted to determine if the seepage will adversely affect the cut stability.
An intercept trench drain could be needed to dewater the cut area.
SURFACE DRAINAGE
The following drainage precautions should be observed during constmction and
maintained at all times after the residenc€ bas bcen completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to neaf optimum moisture and
compacted to at least g5% of the maximum staDdard proctor densitv in
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pavement and slab areas and to at least g070 0f the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building shourd be
sloped to drain away from the foundation in alr directions. we
recommend a minimum slope of 12 inches in the frst l0 feet in unpavecl
areas and a minimum slope of 3 inches in tbe first l0 feet in paved areas.
Free-draining wall backfill should be capped with about 2 feet of the
on-site soils to reduce surface water infiltration,
4) Roof downspouts and drains should discharge well bcyond the limits of
all bacKill.
LIi\NTATIONS
This snrdy has been conducted in accordance witb generally accepted
geotechnical engineering principles and practices in this area at this time. we make no
warranty either expressed or implied. The conclusions and recommendations submitted
in this repon are based upon the data obtained from the exploratory borings drilled ar
the locations indicated on Fig. l, tbe proposed type of construction and our experience
in the area. our findings include interpolation and extrapolation of the zubsurface
conditions identified at the exploratory borings and variations in the subzurface
conditions Inay not become evident until excavation is performed. If conditions
encountered during consrruction appear different from those described in this report, we
should be notified so rhat re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for desigu
purposes. wc are not responsible for technical interpretations by others of our
information. As the project evolves, we should provide continued consultation and
field services during construction to review and monitor the implementation of our
recommendations, and to verify that the recommendations have been appropriatety
interpreted. Sigaihcant design changes may require additional analysis or modifications
to the recommendations presented herein. we recommend on-site observation of
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-J^>4,.-,.,--,
excavations and foundation bearing strata and testfuE of structural fill by a
rcpresentative of the geotechnical engineer.
Sincerely,
HEPWORIH - PAWI-AK GEOTECHNICAL, INC.
Monroe-Newell Ergineers - Attn: Craig Carroll/Denver
Steven L. Pawlak, p.E.
Reviewed by:
&707 F
{#9
H.P GEOTECH
++, Dllralf,IrDlf vultDl tslur{
8285
I
o
,a
ot(ak I
kA
-t*
d
I
I I
I
I
\
\
\
8295
LOT 1€
I
,
sJ00
6J05
I
I
I
a
BORING 1
PROPOSED
RESIOENCE
(sHADEo)
I
,
t
I
I
/
8310
APPROXIMATE SCALE 1'= 40'
EKSNNG
RESIDENCE
(DASHED)
198 J7J HEPWORTH - PAWLAK
GEOTECHNICAL, INC.LOCATION OF EXPLORATORY BORINGS Fig. 1
,,, s,|lrlErrf.N vvttt'l t$l u Io
o o
BORING 1
ELEV. = 8303'
BORING 2
ELEV. = 8500'
t
e)L
I
c o
o
o
Ltj
3shz
10/-z
rYFl4.2
-200-26
so/6
IYC-12.J
oDEl26
!,!t b
I
g
-9
I g
lrJ
NOTE: Explonotlon of synbols is shown on Fig. 3.
198 37J HEPWORTH - PAWLAK
GEOTECHNICAL, INC.LOG OF EXPLORATORY BORINGS
,-r_, irll LErrD|I uul\Dt tsi uro
LEGEND:
MAN-PLACED flLL:mixed cloyey sond ond grovel, some cobbles. moist, dork brown.
SAND AND GRA\EL (sc-Gc); clovey, cobbles, proboble boulders, medium dense, moist to wet. brown.
SHAIf BEDROCK; cloystone ond siltstone, hord to very hord, brown ond groy.
Relotivcly undisturbed drive somplq 2-lnch l.D. Cqlifomio liner somole.
I
I Driw somple; stondord penetrotion test ( sPT ), | 3/8-inch t.D. split spoon somple. AsIu D - .15g6.
t
. , ,. ^ Drive somple blow count: indicotes thot 14 blow-s_ of o 140-pound hornrner folling 30 inches were '?/ t. requirad to. drive th€ Colifornio or SpT sompler 12 inches.
.|l
*f Ftc. woter level in boring ond number of dop ofter drilling meosurement wos mode.j*
O"pth ot which boring coved when checked on June 16. 1998.
T Procticot rig refusol possibly on cemented timestone.
I
ffi
Indicotes slotted pVC pipe instoiled in boring to depth shown.
NOTES:
1. The explorotory borings were drilled on June 5 ond 15, 1g9g with q 4_inctr dismeter continuous flight power ouger.
2' Locotion.of the explorotory borings were meqsured opproximotely by toping from feotures shown on ihe site plon orovioeo.
3. Elewtion.of the explorotory borings were obtoined by interpolction between contours on the site plon provided.
4' Th e,.explorotory boring locolions ond elevotions should bo considered occurote only to the degree implied by the method uscd.
5' The lines between moteriols shown-.on the explorotory boring logs represent the opproximote boundories between moteriol tlpcs ond tronsitions moy be groduol.
6' Woter level reodings shown on the logs were mode of the time ond under the conditions indicoted-Fluctuqtion in wotir tevel moy .."ri Liti ii-"l-
7. Loborotory Testing Results:
WC= WoterContent(Z)
D0 - Dry Density ( pir )'
-20O = Percent possing No. 20O Sieve.
ffi
ffi
w
F
198 J7J HEPWORTH - PAWLAK
GEOTECHNICAL, INC.LEGEND ANO NOTE5
x
g I tl €tt
CL x lrj
I
c o i o o
(L
o o
o.1 1.0 to
APPUED PRESSURE - ksf
100
t.0 to
APPUED PRESSURE - ksf
Moisture Contcnt = 13.7 perceot
Dry Density = 122 icr
Somple of: Weoth crcd Shole
From: Eoring 1 of 9 Fect
Exponsiori
uPon
wetting
Moisturc Contcnt = 1LJ
Dry Density = 126
Somple of: Weothcred Shole
From: Boring 2 of 7 Fcct
percent
pcf
\
No mowmen
uPon
wetting
o.1 100
HEPWORTH - PAWLAK GEOTECHNICAL, INC.SWELL-CONSOLIDATION TEST RESULTS
r'I\l (,('.Io f al^ OUr, Va.t aaarl
(9
.=
3
c (D
@
q)
ci 0x 1(J 6c'ai tE
(t
(Y)
CD
o z
'_t
o z
U)
J-J
oin z
*6 EH F oa UJ-H Ourtr J4
xFs JFCO 35
+o
+F(t,E o ts=q.6
IJJ
TOWN OF VAII,
75 S. FRONTAGE ROAD
vArL, CO 81557
970-479-2L39
DEPARII,IENT OF COMMI,NITY DEVELOPMEIflT
NOTE: THIS PERMIT MUST BE POSTED ON ,JOBSITE AT ALL T]MES
AI.ARM PERMIT Permits #: A00-0006
iIOb AdIdTESA1- 278 ROCKLEDGE RD
Location,..z 278 Rocklecle Rd
Parcel No. . : 2LOL-O7L-L4-009
Project No. : PRJ98-0085
APPITICAI\IT TI{UL, ELECfRONIC SYSTEMS
P o Box 534, AVON, CO 81620
CONTRAETOR THI'I, EI..ECTRONIC SYSTEMS
OWNER
EIecEric.l- -_>50,00
Stsatus.. ': ISSIIED
ApPlied. . = O2/LO/2OOO
r-s-sued. . . : 02/10 /2OO0
$<pires..: 08/08/2000
Phone- 970-949-4638
Phone: 9'10-949-4638
P O BOX 534, AVoN, co 81620
RJAETHER PAI'L E & WENDY S -JT
9 W 57TH ST STE 4200, NEW YORK NY 1-0019
DescripElon: InsEall low voltage smokes and alarm pavaluation:1,250 .00
rt**tr**tttrt** 't*tt"r+tr**t+ FEE SU!'II'ARY
ToCaL calculabed Fee6---> 53'00
DRB Fe6 .00
InveEbigallon> . oo
WilI Ca11----> f .00
ToTAL FEES---> 53 'oo
Additsional, Foe6--------->
ToEaI Pcrmit Fee' --__-_->
PaymentsB-'_----_
BAIAIICE DUE- - -- -
.00
53 ,00
53 .00
.00
DepE: BUITDING Division:rtem: o6ooo ELECTRTCAL DEPARryENT o1716tiolo-KATITY Actionj APPR
IEbm;' 65600 FrRE DEPARlllElrr ----o2/lo/2000 KATITY AcEaon: APL,K
tffi ---- -actlon,- AFPn n/l
FIRE DEPARTI\4ENT fiihfrEii+ ,.FF^ N/''a- . pepE: FrRE Division:
ffaiT6ii; APPR Prelim verb 'appr per MV 02/to/2000 KATITy
CONDITION OF APPROVAL
* * * i r r r * r t r i * r ,r f * r i r * * i t' r , !r ,r t ,, i * t r ,r t r * r t { i * * t * t * * * r * * * t * * r r I r v I r r } * t r . * * + i * a t I * J I ' * * * * * i rt * * * t * * r t t * * I I I A i * * * * * I * * *
DEEI,AR.ATIONS
r Eh4r i6 applicaElon, fillcd ouE in furl th€ lnfolmatlon rcqulfcd, coEPleccd en accurate !t1ot
p arl plovldcd ae rcquired ie correcE. r agrac to coopry nith thc inforfiall_oh rnd ltlots trtl|n'
t owrr o tata Le!r6, end to bulld Ehir EEruclure accorarng bo cha Tofln'g zonlng and eqbdivi€lon
c rPPr uildlng cod' end oEh€! ordlnaneee of ch3 fot'n tpPlicabl€ Lhc:.etso'
REeuEgrg FoR t!{gpEcrroNs sHAI,tr BE MADE EwENTt-FouR HouRs rN ADVANCE Bv TET,EPHoNE Nt 479'2r3a oR AT ouR oFFtcB FRoM aloo 'Bl., 5:00 PM
(--!i€lnffi owwan on coNTRAcroR FoR l{rMsELF aND ovfNER
vv
**************************************************t*************
TOWN OF VArr.,, COTJoRADO statemnt
**********!t*****************************************************
stsatennt Nunber: REc-0506 AmounL: 53'oo 02l1-0/o0 14'!6 -prv*"oc MeEhod: cHEcK Notauion: #L4876/Thul rniE: KMW
Permit No: A00-0005 !rpe: F-ALARM Ar'ARM PERMTT
Parcel No: 2101-071-14-009
SiEe Address: 278 ROCICLEDGE RD
Location: 278 Rocklede Rd
Thls Palments
Tot.al Fees:
53.00 Total ALL Pmts:
Balance:
****************************************************************
Amountr
50. 00
3.00
AccounE code DescriPtsion
EP OOTOOOO31114OO ELECTRICAL PERMIT FEES
WC OOTOOOO31128OO WII,IJ CATL INSPE TION FEE
s3.00
s3 .00
.00
INFORMATION MUSTBE COMPLETE OR THE APPLICATION WILL BE RIJf,,CTTD
Contact the Eaole Counfu Assessors Office at 97O32&8640 tor Parcel #parcets 2) dt- O1r_:!!L_9Q!l_
arCor.rsrRucroN pERMrr nilLcn'",H; #l*
Architect:
TOWN OF V
Date: O) -lo - oo Permit #
Job Name: fr ^-"{!',*.
Building ( )
Legal Description:
Owners Namc:
Plumbing ( )
Lot Block
Electrical ( )Mechanical ( )
Filing_ Subdivision
Additional ( )Repair ( )Other (
Numbcr of Accommodation Units:
Other (;) f,;<*\-.. -
Address:
Address:
Description of Job:
Work Class: New (f)
Number of Dwclling Units:
PLI.]MBING $
Alteration ( )
I ssra_
Number and Tlpe of Fireplaces:Gas Appliances
BUILDING: $
Gas Logs
VALUATIONS
ELECTRICAL: $
MECI{ANICAI $
CONTRACTOR INFORMATION
Address:
Wood/Pellet
OTTIER:
TOTAL
General Contractor:
Address:
Phone #
Address:
Town of Vail Registration No.
FOR OFFICE USE
TYPE GROUP SQ. FT. VALUATION BUILDING:
Phone# nate Receivg cl
FtB 10 2000
SIGNATURE:
ZONING:
SIGNATURE:
GLEAN UP DEPOSIT REFUND TO:
'I**CODE BOOKS ARE AVAILABLE FOR PURCHASE UPON REQUEST*''*
$ ru\-1k
$ ias6.cp
Town of VailRegistrationNo.# Phone #
r/ +L.n*tSou*tqr.abro\-Els4-rds1 Address: Ot$B A'u". [\\. A.r,-,. .Co. alLlo
Town of Vail Registration No.\lz-3 Phone # aq"i .' ,{ t}{
Plumbing Contractor:
Town of Vail Registration No.
Mechanical Contractor:
TO$IN OF VAIIJ
75 S. FRONTAGE ROAD
VAIIJ, CO 9L657
970-479-2L39
DEPART!,IENT OF COMMT]NIIY DEI/ELOPMETtr
NOTE: TIIIS PERMIT MUST BE POSTED
PLIJMBING PERMIT
ON iIOBSITE
Permit
ALL TIMES
P99 - 00 01
AT
+t tt
Job Address: 278 ROCKLEDGE RD
L,ocat.ion. . .: 278 ROCKLEDGE RD Parcel No.. : 2101-071-14-009 Project No. : PRf98-0085
St,atus. .
Applied.
fssued..
Extrlj-res.
rSSI]ED
oL/L8 /L999
oL/L8/1999
o7 /t7 /L999
WHITE WATER. PLI]MBING & IIEATING
P O BOX 4290, EAGLE, CO 81631
WIIITE WATER PLI]MBTNG & HEATING
P O BOX 4290, EAGLE, CO 81631
RAETIIER PAI'L E & $IENDY S -i'T 9 W 57TH ST STE 4200, NEW YORK I'[Y
DescripE,ion: PIJUMBING FOR NSFR
Phone z 970-926-3708
Phone: 9'70-926-3708
10 019
Valuation:39, 000 . 00
FEE SInI,|ARY *trrrrtrrrriir+
APPLICA}IT
CONTRAETOR
OlrlNER
PlutrDing- ---- >
PIah Check--->
Investigation>
wil-l eBll---->
Rcstualan! Plan RGvier-->
TOTAI, FEES-- -- -
TotaL calculatsEd FceB- - - >
Addltional Fee6--------->
Tota1 Perait Faa-------->
Pa)mcnt s- - -----
746.25
. oo
3.O0
.oo
.00
734.25
EAI,ANCE DI'E- -. -
***r**ttt***ttt tt'rJtt'ri*'|r*r**rarr**irttr*atl|rr *rii*t**ttrtit|Jt*r*i+r*
ITCM: O51OO BUILDING DEPARIT{ENT OL/L8/L999 iIRM AcLion: APPR ITCM: O55OO FIRE DEPARTT'IBNT
Dept: BUILDING Division:
APPROVED .]RM-Dept: FIRE Division:N/A 0L/t8/L999 JRM Act,ion: APPR
CONDIT]ON OF APPROVAI
****trrt!rt*t!riiatt+i**a*t*t****trtllar*rrrr*fi*t*****'ttttf*tt*t r * r * +r * * t* * t * * ** t * * * t *tt J* * !rt
DECLARATIONS
I hereby acknowlcdgc tshat' I have read lhi6 aFpll.caEion, fillcd out ln full che lnforuatsion lequired, coDplecrd an accurate Flot
plan, and 6Eate that .II bh. infotuaEion lrrov-idcd aB roquirod is corlect'. t agrc. to cdltly eifh tshe infoaErCion and plot plar,
co couply wleh rll Town ordinahce. a'rd.trE. lau6. and co build thl. Etruccu-e according Co tshs ToBn's zoning arrd su.bdiviEion
codes, design review approvcd, lJniforE BuiLding Codc rnd othcr ordinancet of tsh. Tofn aptrrli
RBoUESTA FOR IlIsPEerlONg SHII,L BE IIADE lrfEltTY-POlrR HOITRS rN ADVA.TVCB BY OIJR OFFICE FRO!' B:oo AI.l
OR @ITTRACTOR FOR HII'SBI,F AND O!i!IER
fOff Ol llLI!, COIJORTDO ItrEaqc
gtrEcr[fE mb.!: nEc-o,a9t liounc: 7rl.2s o2lL?f9t oa.Ll
Pqrlrse l|3th€d ! cf l|otreioo t t9ao IBlg. itN
P.sdC [o ! P9t-00o1 qE.: B-9UB pEULlIfC PI rT
Ptrcrl l|o: 2101-O71-1a-OO9
gle. Mda..r r 27t EOCKLlllEA nD
' locrEloa ! ,?t iOcStJlDGl tD
llotrl ?..r! 7A1.25
Ihlr PrtnurE t34.25 rosrl lLl Potr3 7tt.2s
Brllrc.: .0o
lccor.[.rE Cgd. DG.srtpEl,on lDr[rts
PP 00100003111a00 PltD@lNc Paru{II lEEn 5rs.00
PF 00100003112300 PLllf cEEcR lEEg 146.25
wC o01o0003L12t00 l{lLtr CILL MBPEdIId lll 3.00
TOlrlN OF VAfL
75 S. FROI{:TAGE ROAD
VAIL,, CO 8L657
970-479-21-38
APPLICANT
cot[TRAeroR
OI,iINER
DEPARTII|IEIVT OF COMMUNITY DEVEIJOPMEIiTT
NOTE: THrS PERMIT MUST BE POSTED ON
JOb AddTCSS. . . : 278 ROCKLEDGE RD
L,ocation. . . . . . : 278 ROCKI-,EDGE RD Parcel No.... . : 2101-07L-1,4-009 Project Number: PR,f98-0085
St,atus...: ISSUED
Applied. .. 0L/t8/L999 Issued...: 0L/le/L999
Extrrires . -: O7 /L7 /L999
MECHANIEA], PERMIT
.fOBSITE AT AI-,L TIMES
Permit #: M99-0003
Phone: 970-926-3708
Phone : 970-926-3708
55, 000 . 00
*of wood/Pallets:
WIIITE WATER PLI'MBING & HEATING
P O BOX 4290, EAGTJE, CO 91531
WHITE WATER PLI]MBING & HEATING
P O BOX 4290, EAGLE, CO 81631
R,AETHER PAI]L E & $IENDY S -iIT 9 W 57TII ST STE 4200, NEW YORK NY 1-0019
Description: Valuatrion:
MEGI SYSTEM FOR NSFR (HEAT, SPA, SNO$MELT, RADIANT)
Pircplaea Information: ResEllcted: Y llof Gas ApplianceE:
FEE ST'UMARY
#Of eaE tJog.:
Mechanical- - - >
PlBn clr.ck- - - >
Inv€ecigaEion>
will call---->
Re6euarant Fl-an Revicr-->
DRE 8ee--------
toxAt, FEBS-- - - -
Total calculaecd F6aa- - - >
Addltional Fees-- -- - - -->
Tot.al PerEit Fce-------->
Pa)^lcntsE- - -- - --
BAI,A.IICE DI'E- -..
1, 100 . 0o
.00
3-00
.00
.00
1,378.00
1,378.00
.00
1,37g.oo
1,378.00
.00
BUILDING DEPARTUENT Dept: BUILDTNG Division:.'RM ACt,iON: APPR APPROVED iIRM-FfRE DEPARTMENT _ Dept: FIRE Division:JRM Act.ion: APPR N/A
COIIDTTION OF APPROVAI
FIEI.,D INSPECTIONS ARE R-EQUIRED TO C}IECK FOR CODE COMPLIANCE.coMBusTIoN AIR rS REQUTRED pER SEC. 701 OF AlrB L997 IJMC, OR
SECTION 701 0F THE r_997 rMC.
Item: 05100 01,/1"8/L999 Item: 05500 0L/L8/L999
1.2.
3.
4.
INSTAII.ATION MUST CONFORM TO MANT'FA TURES INSTRUEfIONS A}IT TO CHAPTER 10 OF TI{E 1997 I]MC, SIAPTER 10 OF TITE 1997 IMC.TO CHAPTER 10 OF TI{E 1997 I]MC, SIAPTER 10 OF TITE 1997 IMC.
GAS APPLTANCES SIIALL BE VENTED ACCORDING TO CHAPTER 8 AND
SHALI-, TBRMINATB AS SPECIFIED IN SEC.8O5 OF TIIE 1997 I]ME, OR
CHAPTER 8 OF THE 1997 IMC.
ACCESS TO HEATING EOUIPIIIEriIIT MUST COMPLY WITII CHAPTER 3 AT.ID ACCESS TO HEATING EOUIPFTENT MUST COMPLY WITII CHAPTER 3 AT.ID SEC.1O17 OF TIIE ]-997 T'MC AND CIIAPTER 3 OF THE 1997 IMC.BOITERS SIIALI-, BE MOT'NTED ON FLOORS OF NONCOMBUSTIBLE CONST.
T]NLESS LISTED FOR MOT'NTING ON COMBUSTIBLE FLOORING-
PERMIT,PI,ANS AIiID CODE ANAIYSIS MIUST BE POSTED IN MECIIANICAJ-,
ROOM PRIOR TO AIiI INSPEqTION REOI'EST.
5.
6.
7.
8.ROOM PRIOR TO AIiI INSPEqTION REOUEST.
DRAINAGE OF MECIIANICAI ROOMS CONTAINING HEATTNG OR HOT-WATER
SUPPLY BOII.ERS SIIALL BE EOUIPPED WITH A FLOOR DRAIN PER SEC.1022 0F TIIE 1997 LMC, OR sBCrrON 1004.6 0F THE 1997 rMC.9. BOILER CAIINOT BE PLACED OUTSIDE I]NTIL A DESIGN REVIEW BOARD
APPROVAI, TS OBTAINEDI!!I!!!!! !
* *t * **** ** * * *** rr ** **** * * * * * *
DECI,ARATIONS
I hcrlby .cknorl.dgc uhaE I hrv. r.Ed lhit epplication, fillrd ouc in full ch. inforurEiom required, cdplatsed a.E accurats plot
Flrn. .nd .trts. th.! .Il. th.' inforErtion provid.d er rcquircd ir correc!. t rEr.. to ccEIrIy trith chc Lnf,orEallon and pl.oC pLrh,to conPly vltsh ell Torn ordinancca |rrd ttrte 1.w6, .nd Eo build Ehl,r .tsructulG accordJ.ng t'o the Tovtr,. zoning rnd ru.bdiwirion co&., dcBigtr Ecvi.r rlrprovcd, Itnlfo![ BuildinE Cod. arld oth.r ordinancE! of !h. Iovn rlrp1icrbl. Ehcr.Eo.
REQUESTS FOR INEPEC:TIONS SHAI,L BE UADE 11{E!ITC-FOUR HOUR^II IN
AIq|D.fURE OF OI{![ER OR COISI?ACIDR FOR HIHSELF END OHNEN
ONE AT 479-2138 OR AT OER. OFFIeB FROt'l g:0o .Atl 5:00 pu
atatititiriaa t *t!ttrrrrta ttttt*rirr it*J* 1i Irira
sErtalnc rolN or tnrt,, coL@rDo
rrr r J r r +rtl a t r i ar r !t a * tf tt!t rtt tt ** tatr*rrrtt *!l
Itt C.Ene lf,rub.r: RIC-o{'4 ltrounE ! 1,37t.0O O2lt1lgt Oztlo
Prylxrt, ||cthod: CR trotrEloll! ar3o tnltr uf
P.nl,t tro: X9t-00o3 Tytr. t B-IGCA XEctqfICt! pERtNtE
Prlc.I No. Z10l-071-14-009
gtc. lid!.rr: 276 ROCtrLIIXIE RD
LocrElon 3 27! nocftrftEB tD
toCal 1...! 1,378.oo
ltrir Pq|r.nc 1,378.00 Torrl lII! her: 1,3?!.OO
Balanoa! .OO
lcclurlt @dc Dusrlption ArcrItrE
l|P 00100003111300 XacHlltrCAIl ptRIIT FBEtr 1,100.00
PF 00100003112300 PLIN CHECK rEEg 2?s.00
tfc 00100003112900 rILL cll;& Dtsptctlclc I 3.00
bL
-8
r
_J orl
ess
e1
Coun
0 fo
y Ass
Pa ric PFPsrr-i-,,,PERHIT APPI-,ICATION }-Ozuf
DArE . t-/t-q Z
A/
AppLrcATroN }rusr BE FTLLED our coHpLETEl,y oR rT i,IAy lro? BE ACcEFTED
ro****r
* * * * * * * x * * * * * * * * * * * * *,rr )i,r pERl{IT INFOR}IATfON * 2r, rr .,k * ,r * * * * * * ,r * * )k * * * * * * rk * * .} * *
t l-Hll.l r -l t l-\d a IJL -P'i rrrnl-'i *-_ _ *.. _.J- r ry J-EIectrical [ft-}rechani-cal I J_other Job Name:,fob Address:
Legal- Descripti_on:Block F.i'l i n-,
Or,/ners Narne:Address:
Arclritect:
General De scrj.ption:
I{ork class:_ [[-New J ]-Alteration [ ]_AdditionaL [ 3:n"p.i, [ ]_othe,r Nurober of D-we1 ling'Units:Nunber of Accomhodation Units:
#:::_":" ::::
of Fireplaces: Gas Appriances_ Gas Loss / r.roodlpe11".-
lq*
* *
'4 * * x * ?k * * * * * * * * * * * * * * * * * )k * * * * * * VALUATToNg * * :t * J: rt * .* * * x.^ ,r z * * * * * * * * * * * :( x * * * * * x EtITTT r\-rrr.. . +!VIIJIJII\\J.
'NLECTRTcAL: $OI;JER: S .. PLtrlrBrNG, T4TOOO_OO
i\,F
6ft**** *** i.( ****x* * * j;* x z:i.,!.,4 rj:,!+j EenerrL contractor:
ToTAL: g=--:--__--
Addresi:
El.ectrical Contractor:
At,dress:
, Plunbing
Addresi:
Hecha: rical
Addres s:
Contractor.:
* * * :r rl t ,t * x x ,t * ,l * * * * * * * * :,r x x * * * * * * * :r BUTLDjNG PERMIT FEE:
PLTIHE NG PERI'IIT FEE:
MEJi{A} ICAL PER},IIT FEE:EL]CTI-ICAL FEE:
OTJ]ER IYPE OF FEE:DDR F]: E.. :
GROUI
Comllents:
fiEcHANIcAr, $@O
CONTRACTOR INFORI,IATfON * *.* * * * * rr * * * * * * * * * * * )r * * * * * *:r Town of Vai.l Req. No Phone Nunrjc€ r:
Town of VaiL Phone Nurnber:
-D,ffr,-, of Vail
Phone Number:
Reg. NO-
Tovrn of VaiI Req. No.Phone l{umber: .
FOR OFFICE USE * x * * * it )r ,t * * * * * * * * * x * ,t )t :t 'lf :,rxx**,r,r;c BUTLDTNG PI,AN CHECK FEE:PII.TMBTNG PI,AN CHEEK FF'F.
MEcHANTcAL pr.4x--;;il"?"iin,
RECREATION FEE:
CI.,EAN-UP DEPOSTT:
TOTAL PERMIT FEES:
BUTLDTNG:
STGNATURE:
ZONTNG:
STGNATUR-E:
VALUATION
i:P NTP.OS].T II.EIUI{D TC:L. r t"1: t1
$
N
N
N
$
p tr or:\ut s Y
$
.}-
I
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HEATING EQUIPMENT:
BURNAM K8O6 BOILER 33OMBH
BURNAM K8O6 NON COMB BASE
AMTROL MODEL 90 EXPANSION TANK
AMTROL 2" AIR SCOOP
TACO 418 AIR VENT
WATTS 1156F BOILER FILL VALVE
WATTS 9D BACKFLOW PREVENTER
2 TRIANGLE TUBE 75 GALLON IND,WTR, HTR.
2 WATTS 3/4" T&P VALVE W 8'PROBE
11 ERIEZONEVALVES3/4'
11 ENERSTAT HEAT COOL2 STAGE
THERMOSTATS
5 HONEYWELL 4OVA TRANSFORMERS
2 BEKO TsVATRANSFORMERS
1 TACO TAOO3B RECIRC PUMP
1 TACO OO7 CIRCULATOR
2 TACO OO1O CIRCULATOR
1 TACO OO11 CIRCULATOR
1 TACO 1" FLANGE SET
2 TACO 1 1/4" FLANGE SET
1 TACO 1 1/2" FLANGE SET
7,OOO WIRSBO 1/2" HEPEX TUBING
11 WIRSBO MANIFOLD BRKT
22 WIRSBO BASIC END C,AP
22 WIRSBO R32X3/4" ADAPTER
6 WIRSBO MANIFOLD 2 LOOP VALVED
6 WIRSBO MANIFOLD 2 LOOP VALVLESS
5 WIRSBO MANIFOLD 3 LOOP VALVED
5 WIRSBO MANIFOLD 3 LOOP VALVLESS
1 WIRSBO MANIFOLD 4 LOOP VALVED
1 WIRSBO MANIFOLD 4 LOOP VALVLESS
64 WIRSBO 1/2" QS2O FITTING ADAPTERS
64 WIRSBO 1/2'BEND SUPPORTS
2 WIRSBO 112" FTG. CU X OS2O ADAPTER
2 TEKMAR DPDT RELAY
1 TEKMAR 353 MIXING CONTROL
o o
HEATING SPECI{ICATIONS AND MATERIALS:
INCLI,JDED:
ENERSTAT TIIERMOSTATS FORHEATING AND COOLING. COOLING WIRING BY OTHERS.
SPA HEATING SYSTEM PROVIDED TO HEAT EXCIIANGER BY OTIIERS,
II HEATZONESPROVIDED.
ALLPIPINGFORZONES WILL BETYPEM COPPERw/ 50/50 SOLDERED IOINTS.
ALL RADIANTTI.JBING STIALL BE WIRSBO 72" HEPEX TUBING.
ALL PIPING FOR MANIFOLDS AT THE BOILER WILL BE TYPE M COPPER w/ 50/50 SOLDERED
o
SNOWMELTEQUIPMENT:
1 TELEDYNE LAARS HH1666
SNOWMELT BOILER 1 666MBH
OUTDOOR BOILER
1 AMTROL MODEL 60 EXPANSION TANK
1 AMTROL 2112" AIRSCOOP
1 TACO 3/4" AIR VENT
5 TACO OO11 CIRCULATOR
3 TACO 0012 C|RCU|-ATOR
5 TACO 1 1/2" FLANGE SET
3 GRUNDFOS 1 1/2" FTA}IGE SET FOR
0012
lOOOO WIRSBO 5/8" HEPEX TUBING
8 WIRSBO BASIC END CAPS
8 WIRSBO R32X3/4" ADAPTER
B WIRSBO MANIFOLD 3 LOOP VALVED
8 WIRSBO MANIFOLD 3 LOOP
VALVLESS
3 WIRSBO MANIFOLD 4 LOOP VALVED
3 WIRSBO MANIFOLD 4 LOOP
VALVLESS
72 WIRSBO 5/E" QS2O FITTING ASS.
72 WIRSBO 5/8" BEND SUPPORTS
4 TEKMAR OO3 REI.AYS
1 TEKMAR O9O SLAB SENSOR
1 TEKMARO9l SENSORSOCKET
1 TEKMAR661 SNOWMELTCONTROL
SNOWMELT SPECIFICATION AND TdATERIAL
SNOWMELT BOILER WILL BE PLq,CED OT}TS
SNOWMELT PIJMPS AND ZONE PIPING WILL BE INSIDE MECHANICAL ROOM.
SNoWMELT SYSTEM WILL HEAT APPROXTMATELY 7000' SQUARE FEET.
ALL PtrPING TJNDER GRADE WILL BE WIRSBO 5/8" HEPEX TUBIN6,
ALL PIPING TO TIIE BOILER ABOI|E GRADE WILL BE TYPE M COPPER w/ 50/50 SOLDERED
JOINTS.
EFFfctENT gkonor-4tcAl Ne/ htl
GAS FIRED
HOTWATER HEATIIIG UBurnharri
AMERICN5 tsOI[f R COMPANY
sERIEs 8
sPECIFICATIONs EElurnhani
AA4ERICAs 8OIl.ER COMPAA'Y
slNGLE BOIIER RATIHGS NaturatandI.pcas S@tl$.lci lG;l
$ow 6.a hrrl.
(lt Nri IBR radw $ovn a.c bascd on notrul tBR plpiog and pick-up allo$affc of 1.15.
Consult thc nEtnfadutcl
(2) | 5 ft. h.ight ls mca3urcd f.om rcp of drafthood to to9 oachlmncjl
(3) DOE lEaln8cEpochy. Furnishad sith.lcc{onk lg||irlon and i'ent drmper o[ly. AFUE is 80 | %.
NOT FOR DIRECT NSTAIIATION ON CIOMBUSIIBI,.8 FIJOORING.
A TIEAT SHTELD IS REQUIRED AND AVAIIABLE FIOR COMBUSTIBLE FI.OOR TNSTAI.IATION.
NOT FOR INSTALLATION ON CAR.PET, E\IEN WITH A HBAT SHIELD.
Fonfr No. 42268- I2t9l-20uf
Printod irt U.S.A.lli l 9(, I ltl| lhilIr Cor Pttt;tlitrtt
.,' . ..i,',rii'rii'iititiiil.,,'llh,.llilu:.
WATER
CONTENT
CalB.
APPROX.
SIIIPPING
WEIGHT
Lbs.
264
3.io
212 (31
157 4
184
))4
7x nr 5
l (t
jtl (r 1,1
7t6
396
462
528
594
308.9
J60.4 4 .8
463.3
269
313
358
403
9 x 15
9 x 15
lO x 15
lo x 15
5.9
99
1.9
62-t
920
to30
| 150
!{otc!
L (fiter, PA | 7604
SERIEs 8
BURIII-IAN4 GAs-FIRED
HOTWATER BOILER
Heatlng Capacitles
2lO to 465 ftlBH
Built-in durability
The Burnhamo Series 8 cast
iron gas-fired boiler provides superior
modular effrciency and reliability. tn
addition, the Series 8 is outstanding
in singular boiler applications. lt is
ideal for multi-family dwellings, small
businesses and office conrplexes.
The Series 8 boiler is
constructed with durable cast iron
sections. The pinned heating surface
of these sectlons along with the
vertical flue design extracts
maxintum heat while maintaining low
draft losses. This results in higher
efficiencies and lower fuel costs.
Each section is joined with
quality cast iron nipples which will
increase the lorrgevity ofthe boiler by
resisting petroleurn based chemicals,
including antifreeze which can
deteriorate the gaskets used in sonre
courpetitor's boilers. Tinre-proven
cast iron nipples last the life of the
boiler, They expand and contract
along with the sections they join
ensuring the integrity of the entire
sectioll asscrnbly.
Features that are more
thanjust standard
Every Series 8 boiler is built
with a patented cost saving feature
called an Elirninaireo. This builr-in air
eliminator is cast into the left-enrl
section ofevery Seri€s 8 to divert air
bubbles into a tapping for diversiorr to
the expansion tarrk. Therefore, no
external device is required to separate
air and water, thus reducing both cost
Ellnihralreo. a
patenled cost
savlng feature is
built lnao cvc.y
scries 8 lroiler.
anrl installat ion lirrrc.
Thc brrrrters, rttatlc ol'
aluntirtized stecl, are uniqucly
desigttcrl antl ptccisitrn -t urretl [or long
lile, optintunr prinrary air llow arrtl
Itiglt contbustion el'licit'ncy.'l'hr'sc
burners provide snlooth light-olf and
quiet ign ition.
The rnanilbkl antl gas train are
lactory assenrbled. l'his savcs
installation tinle aud uroncy.
!14 r]ffidolnrtnr.x r{qdrfi4r;r4*iriB4lpri, ! r!,.
TFTELEDYNE LAARS HTY THERM
1
I
Dimensional
and
Rating
Data
tBR Ner,,. coniSlron
Indoof TP,lll' o-Il?,,1I' lg:iTg s..;'i;il;;;,
Water
Conn.
Size,
(lnche s )?
Dimensions (lnches);,il;i BI9II BIYfl BIYII
x 1000 r 10OO Naturrls LpE
Shipping
Weight
(lbs1s
715
5m
4000
t'l,z
NA 4m0 3000 2609 z1y,
iBR Netr,. ^ G"t.. watel
o,;:o"T"slffi' "J+uI.. Biii?fl '",'"Jilii'""$''.?l;r 1000 r 1000 r 1000 Natural6 LPr (lnches)?
Dimensions (lnches)Shipping
Welghl
(lbsp
27 13y, 6 255
13y. B 325
l,'r,1 ;i:3111 4W, tgy, g 36p i. ",.
fi'A 64'/"
651 74
76 82
85/% 91y"
ilOfE$'l. tnput and output must be d€rated 4 o/o p€] l(no leet above sea level when installed sbove 20OO leel altitude,
2 Dimersbns are norninal. 3. Units with oumps: add 20 lbs. lor Models 175-400 and 55 lbs lor all olhers.
+ For other boiler rallngs:
Bollol Honrpowrr: HP = Output Rrdhtlolt sudlcc: EDR sq. lt. = Output IBR sq. ll. = Nel l8R Raling
33,475 150 r50
6, Whon two clnnectlon sizes aro shorvn, lh€ smaller applles lo the standard gas train. while lhe larger applres to optional trains,
6uch es four stag8 or molorized gas valves. Consult lactory lor exacl specilicatlons.
680
760
830 r , . g3o,:r:"r:
1030
' 1120'
1240
1360
t odcl Indoor Outdoor 113 23-lli2 13-9tr6 250 21.3A r&5A 3il5 25.7A l9-3fi6 M 2G-7t8 22-5tE c>
t
Ser Charl
lo Lsll
I I
I
I
ll (x{lot Inl.l
-@:@)
1..-- .o ----N Models 175 - 40O l- as tz .l Models 500 -1666
CUSTOMER: WIIITEWATERP&H
JOB NAME: RAETHNR RESINENCE
nATE: l0/19/98
SNOWMELT CALCIII .ATIONS
ARNAI AREA2 AREA3 AREA4 TOTALS
sQ FT 2200 1900 1750 rr25 6975 BTI_IH 253000 218500 201250 129375 E02125
BOILER IMUT BTUH 468519 404630 372685 239583 t4E54t7
FEET OF TUBE 2750 2500 2250 1500 9000 LOOPLENGTH 250 2s0 250 250 #OFLOOPS ll l0 9 6 36
TOTAL GPM 16.9 t4.6 13.4 E.6 a3.5 GPMPERLOOP 1.5 1.5 1.5 1.4
FT HD (LOOP) l0 l0 l0 9
FTHD (MANTFOLD) 12 6 6 6
TOTAL FT HD 22 16 16 15
PIPE SIZE TO AREA MANIFOLD I-712" 1-II4' I-II4' I-I/4^
AREA TUBE SPACING IOU ION lON IOO
AREA I: EASTDRTVEWAY
AREA2= WESTDRIVEWAY
AREA 3 = EAST WALKWAYS & SOUTH TERRACE AREA4: SPA,BALCOIryMSTRBRDECK
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\J \' \' \J \.,' \J \.' \J \.,'
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 8L657
970-479-2L38
Job Address:
Location...:
Parcel No..:
APPI.,ICANT
CONTRACTOR
OIIINER
DEPARTMENT OF COMMT]NITY DEVEIJOPMENT
NOTE: THIS PERMTT MUST BE POSTED
PUBI-,TC VilAY PERMTT
278 ROCK].,,EDGE RD
278 ROCKLEDGE RD
2tol-07L-74 - 0 09
HY-}TOON EXC. & CABIJE INC.
P.O. BOX 58, EAGLE, CO 81631
HY-I.IOON EXC. & CABITE INC.
P.O. BOX 58, EAGLE, CO 81531
RAETHER PAI'L E & WENDY S -JT
9 W 57TH ST STE 42OO, NEW YORK NY
ON 'JOBSITE AT AI.,L TIMES
Permit #: PW99-0L57
Status...: ISSUED
Applied. . : oe/22/1,999
Issued. . . : 09/22/1,999
Expires. . : L2/L5/1,996
Phone: 97O-32A-L632
Phone z 970-328-1632
1_ 0 019
Description:
CUT STEET TO REPATR DAIVIAGED I,INE DO TO STEET CUT
r****rr*ir FEE SUMMARY
50.oo
.00
50.oo
Item: 05500 PUBI-,IC WORKS Dept: PUB WORK Division:09/22/1999 LsAl{DovA Action: AppR pAY END YEAR-rrs Itbm:'05550 ENGINEERING Dept: ENGINEER Division:
CONDITION OF APPROVAI
hbllc way- - ->
Investj.gation>
Bond ,Inou!!t - - >
TOTAII FEES- - - >
1 certify lhat I have read all chaplers of Title 12-Str of the VaiL MuricipaL Code a.ud all utility conrpany agreetnents, sigxred
by me, and will a.bide by Ehe salne, and Ehal all uEilitited as required.
Public lforks sill bave a 6pec/detail book available in ApriL of 1995.
BAJJANG D[JE-.--.00
MADE TWENTY-FOUR HOURS IN ****
OUR OFFICE FROM 8:00 AM TO 5:00 PM
**** RF:oIIE.qTS FOR INSPECTfONS SHAIJL r\g).vUv l v IN ADVA}ICE BY TELEPHONE AT 4'19-2T38 OR
BE
AT
SIGNATURE OF OWNER OR CONIRACfOR FOR IIIMSEI,F AND OIINER
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 19.-
Ewo.II ETIil
Parcer#:I .--, I: I:-i -]ErlI !TT
o T[r NTT l
Excavating Contractor Name
4. Work is for (circte one)
(Permit Expiration Oate)
Temp. Site Access
5.
Water
Other
Trench-width
(min.4')
Depth
b.
7
R
Total SF $
Total LF $
Bond Amount $Permit Fee $Total Permit Fee $
ALL MATERIAL, EQUIPMENI, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE
JOB IS STARTED.
Rubber out-riggers are required on excavating equipment when working on asphalt.
Asphalt surfaces underneath the bucket and lugs shall be protected at all times.
A signature below indicates a review of the area and utility locations and approvals. Once all utility company
signatures are obtained, permittee has option of routing application through the Public Works office to obtain the
necessary Town of Vail signatures. Please allow up io one week to process.
Public Service Company (1 -800-922-1 987)
Public Service Natural Gas Group (1-800-922-1987\
U. S. West (1 -800-922-1 987)
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-748O\
Holy Cross Electric Company (970-949-5892)
Town of Vail Electricians (970-479-2158)
Town of Vail Inigation (970-479-2158)
Town of Vail Public Works Construction Inspector (970-479-2198\
9. THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the
Public Works Department prior to issuance of the permit
10. All excavation must be done bv hand within l8" of utilities - (Senate Bill 172).
11 . . Failure to notify
the Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town
charging the contractor a reinspection fee.
12. I certify that I have read all chapters of lltle I - Public Ways and Property, of the Vail Municipal Code and all uiility
company agreemenls, signed by me, and will abide by the same, and that all utilities have been notified as required.
Contractof s Signature ol Agreement Print name clearly
ATTACH PLAN OF WORK, INCLUDING CONSTBUCTION TRAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Date of Signalure
White - Public Works
Yellow - Contractor
- [l E - f.l (lf unknowncall l'llll.l l-l 479-2198 exr. O)
Mailing Address
Gas Electric Telephone-. CATV -.iLandscaping
City Phone #
Sewer
TOWN OF VAIL
75 S. FROI{TAGE ROAD vAIt, co 81657
970-479-2L38
APPLICAI\TT
cotcrRAqroR
O!{NER
JOBSTTE AT ALL TIMES
Permit #: M99-006L MECHANICAIJ PERMIT
STONE MECHANICAI,, INC.
1111 SOIIITI 9TH, GRAI{D ,rUNgrION,
STONE MECHANICAI, INC.
1111 SOUffi 9TII, GRAI,TD ,JIJNCTION,
RAETIIER PAI'L E & $IENDY S -,fT 9 W 57TH ST STE 4200, NEW YORK
DEPARTIVIENT OF COMMITNITY DEVELOPMEIflT
NOTE: THIS PERMIT MUST BE POSTED ON
.Iob Address. . . : 2'78 ROCKLEDGE RD Locat,ion......: 278 Rockledge Rd Parcel No.... . : 2101-07L-t4-OO9 Project Number: PRJ98-0086
sEaEus...: ISSI'ED
Applied. .2 05/L6/L999
Issued. ..: 06/22/L999
Expires.. z L2/L9/L999
Description:
Mech for ventss, fans, cooling, humidification
Fireplacq lrtforuation: R€€tricled: y *of crr Appli.nc.r:
Phone:
co 81501
Phone:
co 81501
NY 10019
Valuation:
*Of Ch. LoE.:
970-242-50L4
970-242 -5014
38, 500 . O0
*of wood/PallcE:
rEE St t44ARv
llcchanical--->
PI.n ch.ck- - - >
InvG6t,igatsion>
t{iIL crll--- - >
Rsstuarant Plan Rcvi6r- - >
DRE P.c- ------ -
Tof,AIJ FEES-----
Total calculat.ed Pe€s--->
Addltlonal Fe6s--------->
Total garnit. Fa€-------->
Pil,tcnts-------
BAI.AI|CE DI'E. - - -
?9o.00
195 .00
.o0
3.00
.oo
.oo
97S . OO
974 . O0
- oo
97S . O0
97S . O0
. oo
Itsem: O51OO DeDT: BUIIJDING Division:06/L7/L999 E Routed t.o Chbrlie 06./L8./L999 R CHARIJIE DAVIS Item:'.05500 Dept: FIRE Division:o6/L7/L999 KATI{Y AcEion: APPR N,/A
CONDITION OF APPROVAI,
1. FIBLD INSPE TIONS ARB REOUIRED TO CHECK FOR CODE COMPLIAIiTCE.
********************************************************************************
DECLARATIONS
I hereby acknorrledg€ that r have read Ehi6 applicaEion, filled out in full the informaEion required, conpleced an accurate ploE
plan, and !E.t. lhet aLl chc infonrtsion providcd ae rcquircd iE corrcct,. I agrc. Eo comply nith Ehe infomacion and plof plan,
Eo conply with all Toun ordinances and statse 1aws, and Eo build this sEructure according Eo che Tolrn's .zoning and 6ubdivi6ion
cod.r, d..lEi r.vi.tr rpprov.d, Itnifo! BrrildinE cod. rnd olhcr oldln|nc.g of Ehr Torrn applicable bhcrcto.
RBQuEsfs FoR INAPEeIIoNS SHAIJL BE MADE TWEI.|'.-FOIrR HOURS
SIGIqTORE OT O NER OR COI+TRACTOR FOR HIMAEIJP A]ID OI{NER
rROM 8:00 A$ 5:00 PM
rtatrairrrarrtii raaa rrtttrrraftt
50 f Ot Vlll,r ao!OETDO Sr.rdnt
a+tttl'rlirt!trtti|rttritraarr,traratrtatatt'tttrtrrlttftrrtr*t*rrrrr.ar'}
gErgalne NuDb.r: EIC-0533 lDounc ! 97c.OO 06/22/99 09.0L
--::T::-::::::::.-..-::::T:-::::-.-. . ::::-
Panric Xor 119r-0061 tt'p.: B-I|ECH llEcHldIcAIr PERUIT
Plrs.l no: 2101-O?1-1{-OO'
8lC! IddtlsE. 274 ROCTLEDGB RI)
Locrtsion: 2?g Rockl.dcc Rd
Tolal Pec6: 978. OO
thl. P.yr.nt 979.00 toE I LLt Prt6: 97g.OO
B.lracr: .0o
Icqounc eoda D..orlFcion trount
llP 0010000311x300 llEcHtlrlclrr PaR tE FBBS 7go.oo
Pl 00100003112300 DLrtr cl|ECR FEES 195.00
lfc 00100003112s00 rM crlrrJ ldaplcrrd FEE 3.00
PPDqE- oo8to
ilTni or vArL coNsr*u"rro"O
[ ]-Building 1 1-nrumbing [ ]-Erectrical [xl-Mechanibat [ ]_other f1B R.*u-aqe Rd.Job Name: Lnewz 2.qioe^rq. Job Address: /.o. {is"__/i.'-.J,oT'Ao^o
Legal Description: Lot 15 B1ock_!
PER.I'TIT APPLICATToN FoRM
PERI-IIT iI
DATE: ob- tl' -rj
- t APPLICATfoN MUST BE FILLI:D oUT CoMPLETELY oR IT MAy NoT BE AccEpTED at x***************************** PERMTT TNFORMATJON *****************************rl
n}tU.t
and Type of Fireplaces: Gas Appliances
'T*'t't
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATIONS
Electrical Contractor:
Address:
Plumbing
Address:
Contractor:
Oerners Name: ?nt i r;i,r*ou Pn.r*e- Address:
BUILDING PERMI? FEE:
PLUMBING PERMIT FEE:
MECHANICAL PERMTT FEE:
ELECTRICAIJ FEE:
OTHER TYPE OF FEE:
DRB FEE:
*********************************
OTHER: $
***************************
of Acconmodation Units:
Gas Logs_ Wood/pellet
Town of Vail Reg. NO.Phone Nurnber:
Town of Vail
Phone Nurnber:
Town of Vail
Phone Nuhber:
Reg. NO.
Reg. NO.
Ph.
Architect:Address:
ceneral Description:
work class: [r]-New [ ]-Arteration t l-Adclitionar [ ]-Repair [ ]-other
Number of Dwelllng UnLts:
Ph.
Nurnber
Mechanical Contractorz Stu,rre lllcclt,^,;J T,ac.,Address: ZZzgg os th",*r"@
******************************** FoR
Town of Vail Reg. NO. ,n tZ{
snone Nulnber: 9l?o-i?1_5-l1{ _
oFFICE USE *******************************
BUTLDING PI,AN CHECK FEE:
PLUMBTNG PI,AN CHECK FEE:MECHANTCAL PI,AN CHECK FEE: ----
RECREATION FEm^+^ ;1 cLEAN-up DEpo$rligt te hecgred|._--TOTAL PERMTT FE "-JUN I b lggg--
BUILDING:
STGNATURE:
ZONTNG:
SIGNATURE!Cotnnents:
CLEAN I'P I'EPOSIT REFIIND TO:
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 8L657
970-479-2L38
APPIJIEA}iIT
COIil:TRAETOR
OWNER
DEPARII{ENT OF COMMT'NIrY DEVELOPMEI..Ir
Descriptj.on: ELTECrRICAI WIRING OF
St,atus...: ISSUED
epplied. .: Aa/L5/!999
Issued. . .: Oa/L5/t999
Hcpires . .. L0/L2/L999
Phone: 970-328-L271
Ptrone:. 970-328-L27L
SPA ONLY Valuation:1, 000 . 00
FEE SUMMARY ++'l*r **+i**rrrrrr'rrrt*rr tri
NOIE: THIS PERMIT MUST BE POSTED ON
ELECTRIEAT PERMIT
JOb AddTESS: 278 ROCKLEDGE RD Location...t 2'78 ROCKLEDGE RD Parcel No. . : 2LO1-O7L-L4-009 Project No. : PRif98-0085
FORSYTH, INC.
P.O. BOX 2056, EAGLE, CO 81631
FORSYTH, INC.
P.O. BOX 2056, EAGLE, CO 81631
RAETHER PAI]L E & WENDY S -.]T 9 W 57TH ST STE 4200, NEW YORK NY 10019
JOBSITE AT ALIJ TIMES
Permit #: 899-0042
Electrical--->
DRB Fac
fnvc6tsigaEi,on>
vli11 calL---->
TOTAI. TEEg--.>
TotsaI ealculat€d Fee6- - - >
Addiclonal FecE--------->
Total PermiL Feo----- --->
PaydenCa - - - - - - - -
EAIANCE DUE.. - - -
5(}. oo
.00
- 00
3.00
53,O0
53.OO
, oo
53,00
.00
rl, i
'a 'a
r r r r rrira r
ItsEM: O6OOO ELECTRIEAL DEPARTMENT DEPT: BUTLDING DiViSiON:O4/L5/L999 iIRM ACt,iON: APPR APPROVED ,JRIf
Itsemi .05580 FIRE DEPARTIVIENT Depr: FIRE Division:04/L5/L999 ,JRM Action: APPR N/A
COI{DITION OF APPROVAI
DECTJARATIONS
r hcrcby acknorlodgc thaE r hrw. !6ad Ehia rppl,lcaEion, filled oub in full t.h6 inform.cion raquired, collplaced ar acculaLe pl.ot
plan, |nd rtsaEc thrt rII th. infoto-tion providea aa required i.6 corrects. r .gr.c !o corlply yith tshc inforoatsion and ploc trrlan,
to couply pitsh all ToI'n ordin.nc€E and.tr!. IanE, and to build this Etruccur6 according co che Toin,a zoning arrd rubdiwioion
codea, dcsJ.gm rcvicy tpproved, UniforE Building code and ohher ordinanc€s of tsh.t Toi.n aFpLicabtc th€leco.
REQUESTS POR INAPE(TIONS SHAII BE I.'ADE TWEIITI-FOUR HOI'RS IN ADV1NCE BY TELEPHONE AT 479.2139 OR OUR OPFICE FROU E:00 Ali 5:00 PU
TOnN Ot Vltt .r' CDDOR.InO
gtaE.aE tnub.r: nEC-050a lDounE !
P.y!.nc H.ehod: CK lfot.tsidni 1672
53. o0 0{/t9199 14e10
rnl,c. itN
T}riE Palnleni
D.mlr tro, t99-ooc2 TrE.! !-Er,Ec ErJBcl?rdaf, ErRffiE
Prrc.l No! 210I-071- 1{ - 009
Sit. Addr... ! 27S ROCI(IIIDCE EO
Iroc.sioD ! 279 ROCiIEEE nD
tolal Fcae 3
53.00 lotal AIJ& PlEr:
Ealatrce:
53.00
53.00
.00
tccourte Cod. D.rclipElon
tP 00100003r11too ErlctBrctrr PERIrT Fllg
lrc 001000031r.2900 wrLL ctllL lfgPEclltoN FEB
AsgunC
50.00
3.00
Fpr 15 99 I O: O4a
.- |'
FORSYTH INC.9?0 -324 - l27l p.2
'*,*Co:rtacl EagIc County As5cssors office
6!'ac 9t0]29-8640 for parccl f . To'.rN oF vAfL colis?Ruc1lfolr
$ r,rncer x : 2tdl - r,7/ -4 : oo? pEpJ.rrr Lppl.rcATrolf FoRl.t n ' ouz; eti-i? . -
PIU]IBrNG: $ HECHANTSAT;+*4
M .Kt}* ** * t( * * *.i * x * * * * * * * * * *'i * * * ** CONTRACTOR INFORMATIq tE"nerrl contractor: ^, .r INFORMATI
fu*ro
TOTAL:
. BUTLDING PI,AN CHECK FENi
3!r{BrNG Pr,AN cHEcK IEE:MECHANTCAIJ PIAN CHECT( TEE:REEREATION FEE:
CIEAN-UP DEPOSIT:
TOTAL PERUTT FEES:
MPIJSTEIJY OR IT }.TAY IIO? BE ACCEPTED
rilron,rrqtloN * * *.,r * * * * * * * * * * * * * * * * *.t * * *, i *
rical [ ]-Mechanibal [ ]-other _
Job Nane: EoZn:zJF,/2,r, - Job'Addres", -a.78- RaaflnJ.p R-/
Legal Description: Lot _ Block Firing
D .. ,,.r oFners lrahe: tt'.Ap/ t<ff Z* Address: , _ph.
Arclritect:Address:
General De scrj.ption:
1 3'--ouur.ronurl 31*" pu-i1, t;"r"*
lfunber of D',rel- linE Units:]Iunber of .F-cconnodation Units :
#*"t and rype of Fiheplaces: Gas..Apprrances- cas Logs_- I.rood/per_1et_
ru*********x*i******:******tt*x****** VALIJATToN' ****J;*******ri**l*****************
BUUJDING: ELECTRIC.D.L z $ tc,.rtt .r.., r B;.#ili;; f- HncH^N,!;ii!-eaa"za glgpt:
contractor: L'llrr\nL'fvr(.nf:y^-+TJ*******-***t******'r********
i5fi;=i'r-orrL..ctusor' (nS -^.'16b$'vn of Vaj-r'reg- No.one Humb€.r:
E.r.ectricaL contractor:icaiiZii-gj)_i)tr% T:1:-"I Vair Res. No. 4t4 Phone Ntrnber: 5Z* - jiiT-
Plurnbing contractor: _ k-qq - ()n41/ ,n_..:_ _-Address: - v | | V( t7 rl Towh of lrail Reg. No.r-rrone fi ur.nbe!.:
Mecha:rica1 Contractor.:
eaaies i: _ . . : Town of VaiI Reg; No-Phone llurdber:.
*****t **?f ******:i******'r****?rr?*** pOR OFFfCE USE ?r,<r.r***J.**.t tt.*t;:t **********;*, i*tsUIIJDjNG PERMIT FEE:
PLI'}'E NG PER}IIT. FEE:
ME:IIN ICAL PERMIT FEE:
ELICT} IC}.IJ FEE:
OT;IER IYPE OF FEE:
DRB F.[E: :
BUTTDTNG:
SIGNATUR,E:
ZONING:
SICNATURE:
l
i:Li:,1!t ;i? nPosIT R.EFUI{D TO:
T
TOWN OF VAIL 75 S. FROI\ITAGE ROAD vAIIr, CO 81657
970-479-2L38
DRB Pa€ .0O
InvcECigqCion>
will call -- -- >
TOTAI, FEES-.. >
DEPARITI{ENT OF COMMI'NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTBD ON .]OBSITE AT ALL TIMES
ELEETRIEAL PERMIT PermiE #: E98-0336
Job Address Location...
Parcel No..
Projece No.
APPLICAI T
COMTRACTOR
OWNER
Description: ELECTRICAL FOR NSFR
*+rirr*.4 ** ** *t r*rrrtrr*r* *'r *tr+rrr r* rrr r* t+*rrrr *r * ***** 1* *
El.c!rlc.I- - - >259.00
Valuat,ion:30, 000 . 00
FEE SLUMARY rr*rrla*rtt***r* t***'rt*tr*r**rr
WAGNER ELEqTRIC INC
P.O BOX 4995, VAIL CO 81658
TilAGNER EIJBCTRIC INC
P.O BOX 4995, VArL CO 81_658
RAETHER PAI'L E 6. WENDY S -.'T 9 W 57TH ST STE 4200, NEW YORK NY 10019
Statug-..: ISSTED Applied..: L2/3L/L998
Issued...: L2/3L/L998
Extrrires. . : 06/29/1999
Phonez 9709496161
Phone: 9709496L5L
278 ROCICIJEDGE RD
278 ROCICLEDGE RD
2LOL-07L-t4 -009
PR,f9S - 0086
Tocal crlculal€d Poaa- - - >
Addicional Peed--------->
Tocaf P6rrit Fee_------_>
.00
212.O0 .00
3.00
272.OO
Palment6-------- 212.OO
BAIANCE DUE.... -
t t * i * * t t t r t * t 'r i *rrrr+rtftrrtir rrrtr**airr*rrrtft*r*t\,f*rf**'ir,rtttti**tr*tJtr+tt*i*.r
ItCM: O6OOO ELECTRICAI' DEPART14ENT DCPT: BUII,DING DiViSiON:I2/3L/L998 iIRM Actsion: APPR APPROVBD .'R!,7 IEeqi'.05600 FIRE DEPARTT,IENT Dept: FIRE Division:L2/3L/L998 JRM Actsion: APPR N/A
+trrttt'trtJirrr trrrrittrt'rtirr
CONDITTON OF APPROVAIJ
r*i'rt9***tttr**l!tatt{*rr****** +|lrrttl rtrr*rt* r*t rtr**r *tJ!t a I r**r***+r+i r*r***r***tri* *r***i}*t*
DECI,ARATIONS
I h.rsby acknot l.ag. thats I hrvc lead bhiE rpE licet,lon, flll.d out ln full thc lnfonnatlon rcqulred, corlplelod qn 4ecuratse ploC
plan, and EtaEa thtt. all tsh! lnfoqtration provlded aE roqui!6d 1o corErct, I.grqo co codply rith tshe Lnf,ormEi.on and ploh plan,
!o cdply tt{ch all lorn ordlnenccB and 6cat€ layo, and lo build !hl,a acrucLulo according tso Eh6 ToJn'6 zonlng end Eqbdlvi€ion
cod6E, design r.vLcr approvcd, ltniforo Bulldlng cod. and othe! oldl,nanceg of !h. Tovn applLcrblc th.r.co.
REQUESTS FOR TNSPECTIONS 8HAIJL BE Ma"DE TNElfrI- rOUR Hot Rs IN AD\/AIICE BY IELEPHoNE Al 4?9-213s oR AT olrR oFFIcc FRoM s!00 AI,l 5:00 PM
SIONAAME OP
oo
***************!r************************:l*******************tt1***
TOWN OF VAIL, COTORADO Stsatemnt ****************************************************************
Statennt Number: REC-0489 Amount.:
Payment Method: CK Not.aE,ion: 17153
272.00 0L/06/99 L5:07
Init: rTRM
Permit, No: 898-0336 T149e: B-ELEC Parcel No: 2101--071-14-009
SiTC AddTCSS: 278 ROCF.,EDGiE RD
LOCATION: 278 ROCKI.EDGE RD
ELECTRICAL PERI4IT
This Palment
Total Pees:
272.OO Total AL,L Pmrs:
Balance:
272.00
272.00
.00 ****************************************************************
Accotult Code Descript.ion
EP OO1OOOO311.14OO ETEETRTCAL PERMTT FEES
WC O01OOOO31128OO WILL CALL INSPEETION FEE
Anount,
269.0O
3.00
Dec-31-98 08:37P Waqner Electric, fnc 9709494339 P.O?
PERI.IIT
"O?t -o3jT f'on*u,,
I,_{yQ \-_o ? t - |."/Jaq:.'fiil ;il #ilrElffi"T -a\et-o ? r - |.",tt Tgil H Xlll,ElI?H'$H$P #*H%ffi:qt*'
Lcgal Descrlpulonl Lot blook Flllng_ suBpttt5lggj_
.I APPLICATIOT{ l{UsT BE FILLED OUT COMPLETEITY OR I.f MAY NOT DE ACCEITnII
,' .'
NFon}| Tloll *i******.****rrr**********i
lcql I J-t{echanlba} [ ]-Other
rrdrese c aZg__SscS\eAetA_
(.)ktltc).'r; llirtrtn :
/rcclrI Lc.cL:
Badbc-C Addreb6:
/iddroes:
Ph.
Gener:nl Uescrlptiorr: . (
liork c1861r, 9diH"* [ ]-lrlteratlon
lurnber of Dwelr.lng Unlts, I
i4unlrer ':nat Type of, Flreplor:ss: GA6
I * * ** * * * * * rt 'r * * *.Jt * * * * tr * * * * ** * * tt * ** a \
t l-Addtttonnl I J-Repalr f l-other_
Nunbor of Acconnodatton Unltrr:
tr
0,i
ippllanceE
V;ILUATIONS
CONTRACTOR INFOn}4ATION
-- caE Loga__ wood/pellet;_
**********************t**+*i****
.TUILDIIiG: S
0LUMbING:sf
J I* I * *** *'r ******* f ****.*N**,r*f Sanoral Colrbractor:
OTITER: I
EOTAr.,: f----..--
r****t**a*********rl|*t**r*
Addrees:
; ddrese:
l:echalrlcal ccrnttAct,ou :i\ddre6B I
:, **** rt*******trt**********tri***roR J:UILDING PER}|IT FEE:
I'I;T'MBIIIG PERIIIT FED:
IIEC}IANTCA! PERITIIT FEE:I:LECIRfCAL FEE:(,TIIER TYPE Of. I'EE:
J RB FEE:
-VIDuIFiEf
Town of vatl R6E. NO.Fhone Nurtbert
#"Effifri;ll' l&P-Qoroo
,,;l.ectrlcaf Colt,Uroctor s
r,rurublng cont rrrcror t _,,. € 1l - O,)gL
._.:,.ddrcsE:Iteg. NO.*
3f, Xil" "fi
"Li
* l, *flLzjlffi'
Town of Vall
Dlroh€ Nunber:
Town of ValI
Pbone Nurnberr
Reg. NO.
oFFICE UsB **r******rr*****t***********r*,
BUTI.DING PIAN C}TECK FEE:PLUUBTNG PI.AN CITECN FEE:
IIECTI.ANICAL PIJIN CTTECK FEE:.RECR&ITTION FEES
CLEAN-UP DEPOSITS
TOTAL PENfiTT FEES:
BUUJDINGI
gIGNATURET
ZONINCT
SICNAOURE!
FEB-14-AA HOH 9:26 STONE I.IECHANICAL INC. L97g-24=€}746 P-Al
-oi
1111 South 9th Succt
Grand Junction, CO E1501
Firm Phone (97O)242-50t4
Fax Phone (970)243-8746
FAX COVER STMET
Please Deliver
Firm Name:
the following Pages to: 4L^{rr,ot
Address:
Business Phone: 471- u4L - Fax Phone: .i-t1- ),s1f4s --tor,
Total Number of pages including Cover Letter: Z _
i From: hner,'.g 6toxr
Subject:
Commgals;
+lz 0.Aentel- Le.qtf,cnce, T'ka ptvnO?.z po-tvioeo the-
Cantt-a,- tul7-LtocL ra TtE _ H+lS . Cvo'ettJlu,t 7?l,cA;|
is re,- sP4Ci (a.^"cac. s'JJ'rTq{rJ ,. ft,p SALar{cJNfr AHD
E-uy- c.Ltu. Fotz Hc*n nciu*tci.. Bo* r-*xs D(aesc
tt.euri,*r o,^/ e e r.t- r.u iI* O ,,.r+Trair-rs ,
6 ?T
Date Time:
If you do not Receive
please call (970)
THANKS!
are not legible,
as possible,
FEB- 14-9E' HON 9 :2? STOHE 1.'IECHAN I CAL I NC.19792438746 lr P-92
sroNE "r.r^n|il, ,nr.llll Sou0r 9th Steet
GRAND JUNCTION, COLORADO 8I5OI (e70) 242.6014
dfr +tetlrlDr[{4@rh.trtctlr 0{n.t.0tnclu.rFt&r6^9!
FEE-14-96 t l: t7 Ptl 1.I H I TEI^IATER PLUI.IB I NG 979 43364 =2 o P. E 1
Falr
ler CFIARL|E DAVrs ?runr .JACKSIBLEy
Ftn: 17+2452 D.lu 2-11-00
thoi.r 4792i38
!$THEqMECMN|CALROOM8|ZE GGr
tr U4rrt E Forlndow tr thlrtGomrrrn0 trfbr.LDry trtlrrnrsydr
rGcnnrnl*
cHAllgg
lrcnox [rrD tE TO F X YOU Tfl!wt DtD lor flt! irlfltER r!]rret oil uunoilf ttt cD
Ary eutrror, *l! tr tffi
H
nilrm,
JACT
FEE-14-69 I1 :1A PH lIHITEI.IATER PLU]'IEING
6o
Uou:wr? 6tr Por',vr
UML Src, 3o 9'2
a5568
,a1
k'^,t P<-y S lFo q_
97 s32 o P. AZ
RAETHER BOILER ROOM SIZING CALCULATION
H',;r?1'#!tlisliiSl trTDfilfrt_H# wrrrr lI|E sNowMELr BoTLER AND rHn
BUNNAM EOILER SIZE:
CUBIC FEET
IJ CUBIC FEET
BOILER R,OOM IS 162.45 SQUARE FEET
tsorLER ROOM NEEDS TO BE 24r.7{ SQUARE FEET 19t9.92 DMDED By t' = 24t.74
llq yol-rrME oF BoTLERS AtrD MULTPLY By 16
RAE.I'HER BOILERSIZE:
| 7,.1_0fEET X 9.5 FEET x r FooT cEtLrNG = 1299.6 CUBIC FEET i i ;'rl'1"3,]J i J# ;il'i-""f'LtB',lsF;f T$Tr'8 H,aJ,,," o*, _ /W.&t M,
Alaf,ur d
THIS CALCT'LATION DOES NOT TAKE IN ACCOI,JNT OTHER, BQUPMENT IN TTIE ROOM
1{:00 8203 0001 874
o
Mr. Rob Fawcett
eeorge Schaeffea Constnrction eo.
41011 U.S. Highway 6 & 24
Eagle Vail , CO 81620
Re: RaeBher Residencc
Accached please find a
our coneract.
Please tlo noe hesltate
Sineerely your6,
Tischlg7r und Sohn (U.S.A. )Limiced
t:
-mochy K . Carpenter
President
TKc/st,
05/6/gg TISCEI.ER&SOf,N G ooezooS
NSGHIIR TUg SIIHI{
TISCHLER UNO SOHN (U.SA) LIMITED
May 5, 1999
f?wlu-r-ks'Blg-8sl
Dear Rob:
Per your reque6c, chis is to confirm that we manufactured the
winclows and doors for the Raether Re6idence wlth Low B K
rnsurated Glass consisting of: 6 nm ingide pane laninated and
6 nrn ougEide Bane teaq)ered. All glazing units are with breather
tubes.
copy of our vtarrErnty (Pages 4 and 5) of
Eo contaet ne 1f you have any quesclons.
97 c.JBc 9,tot,
Six Suburban Avenue
Stamford, CT 06901 USA
Teleohone 203/674-0600
Teleiax 203/674-0601
ynPues -7b
l{:0s gZOJ 0 s01 gTrl
o
I
and signcd by BUYER or BUY including tinish color
and gless selcctioos, whichcver itc' SELLER slull
comm€oce insbtletion of thc Tt ^--rtclivery
65 [ca completcd if
rhc sfirflrre in which the TISCI{j anccd to l ilegc whcrc such
irstaltarion is rppropriac and can bc accomplished' tf thc cxisin
*Utf, Ua TISCHLER'i arc to bc infle|lcd b3s oot rcachod nrch a
TlscHLER,s arc thtivcred o the lnstal|adon sitc, tbcn insta|tgtion..
tcn (10) <hys aftcr u;;;"rnlt d; of srch utiiciird! qlgt-1fh insatletim to pracod witbout
iurpcrlineot. SELLER *it",o tftc instalted;of -Ut niCgLERS will bc complacd within 2
**iG tfol days from ue dae t f commsricsncnt of srch insral nion'
BUYER uarlcrsOnds that the above datcs uc estiuetcs oaly urd BUYER rccogrizes that dclays
may uise in thc fabrication or CTILERS and' rccqdingly'
SELLER shalt oot bc held lirb hitr wiihin SELLER''S
coutrol. BUYER frrnber ' flscttl,gRs aftcr SELLER b.
.trat go witl be for BUYER'S sole accormt and drc cstimated <lel
shrll b€ extcndcd for thc peri d rcquired to nrale the changcs in
BUYER,.
6. BUYER,S REPRESENTATIONS'AND OBLICATIONS' BUYEh rep'rescna that thc building .=----
oPeoings irito.whic f
iPProxinetclY one
sbown oo Scbcdule utd
i agent, as Oc-casc maY -h, and that all necessary flashing will be
instatlcd by BUYER grior to comti*cernent of iasalletioo'
In thc clent any of dre tbregoin not to bc accurate in the field at
$c lnstanetion sire,-sELLER'*l rBriqe t11q!t1-y-:Ll"h
inaccurate wqk arrd strall have hc TTSCHLERS iB BUYER'S
- building until such time as tlrc | rlr the foregoing represEnEtions of
BUYER,.
7. DEFAULT. tn rhc event BUYER fails to dcpOsit any snry in scrow as hcteinabovc grovided in
rhis Agrce "r 6. ilio"rc'rtrerefor, and fails to coffect srcb default
wi$ln ten "f ;;l;f*tt gi"en by SELLER to BUYER' rhcn this
A$eemsn rcirher party-tuari navc iy qr. obtigatioo wluilsoevcr to the other
hcreuruler e entitlcrl to 'lli"c -o rcLu att sums grcviously dgrositctl to the
escrou, account by BUYER pursuant rO rhis egrcemcnt or Prcvi ly pard to SELLER'
t. IVARRANTY. For a pcriod of rwo (Z) years tsom compledon of in$alladon of rhe TISCHLERS
by SELLER, SELJER ',"it rn.. rtrat Oc rfilffliRS "itt-U" fret hom dcfecrs in materials or
workmanship anrt rhe installarion of rte sarie wiit have hccn done in accordance wior said Scttcdute
0 oo3/ooJ TISCELER&sOEN
rt/ ro/s8
FACSTM+ TRANSMTTTAL
lUH 10 : 37 t'A-X 303 823 2262
E isiiiFr,iji'r'i
PSA DENVER @ oor
IX.IE IUIOI9S IO'gAM
IA George Ruther
d)illPAltlY: Town of Vail _ Conrmunity planning
IRCII4 NOELEMERSOI.{ROLLINS,ASSOC.AIA
RB FIREPLACVCHIMNEY
€ Rob Fawcet! Shaeffer Construction
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92/lOl2OOO O7t59 REOUESTS - IIISPECTII IORK SHEETS FOR: 2/lOl2O
PAGE 4
AREAs GD
============================Ei=================================================E3='Activlty: ll99-O06t zlLOl2O Type: B-ltECH Ststuer ISSUED Constr: ASFR
Addregg: 274 R0CKLEDGE RD
Locatlonr 278 Rockledge Rd
Parcel z 2IOL-O7 t-L4-li0g
Deecrt.pttonr llech for ventslfane, coolLng' hurl-dLfl,cetLon
Occ:Uge:
Phoner 970-242-51614
Phone:
Phone: 97O-242-WL1
TOHI| OF YArL, COLORADO
Appllcant: STOIIE IIECHAIIICAL, IllC.
Ovner: RAETIIER PAUL E & UEIIDY S -JT Gontractor: STOIIE IIECHAIIICAL, IllC.
Infornatlon-. ...
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be Inbpected...
cell pleaee
ActL Tlne E:rp
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Inepectl.on Hl.etory
Iten: OO2OO IIECH-Bough
96122199 Inepector: CD Iter: OO24O PLIIB-Gae Plplng
Lten: OO3IO IIEGH-Heatlng lten: OO32O IIEGH-Exheuet Hoode
Iten: OO33O IIECH-SuppIy AJ.r lten: OOSILO IIECH-lll-oc.Iten: OO39O ItEGH-FlnaI
-on: APPR DUCTUORK
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ALL
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REPTI3T TOUil OF YAIL, COLORADO PAGE 3
AREA: CD OZILOIZOOO O7259 BEOUESTS - IIISPECTI| IORX SHEETS FORI 2|LO/2O
= Ei = E = = E EE E = = = = =E E:t E !EA3A:EatEtEAEAtEi=E==BE=3-l!==5E!==-======E:t===E====E=====-a:3-!taaE
ActLvLtyr 199-@03 2f l0fz0 Type: B-llECtl Statuer ISSUED Conetrr IfSFR
Addreaer 274 ROCKLEDEE RD Locetion: 274 ROCKLEDGE RD
Parcel : 2lOl-O7 L- 14-9;99,Occ:Use:Deecrlption: IIEGH SYSTEI FOR ISFR(HEAT,SPA,SIIOIIIELT, RADIAIIT)Appllcantr IHIT.$*JIATER PLUllBIf,G & HEATIICf Phoner 9"o.926-37oi&. Orner: RARfHER PAUL E t fEilDY S -JT Phone:Contrectorr IHITE UATER PLUHBIITG & HEATIIIG Phoner 970-926-370,8
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Inepectl-on Hietory Iter: OO2OO IIECH-Rough Iter: OO24O PLIIB-Gae Plp fter: OO3IO l|ECH-lleatl.ng
Inepectl'on Requeet
Requeetor: llark
Req Tlre: OEzOID
Iters requeeted to
@39O ltECH-Flnel
Inf,ornetlon. . . . .
Corrents:Il-lI CalI
be
t 476-6737
GARAGE Actl.onr APPR APPR GARAGE It| FLOOR
T1re Exp
PA SilOTilELT FOR STTIRS
AIRTEST
APPn HTRSBO, 3 DECKS, leo PSr
APPR APPR UIRSBO OII REAR PATI
APPR SIIOUTIELT EAST DRIVE
O3l2Ll99 fnapector:
lloteer FLOOR HEAT,ALL
O7/OZ/99 Inepector: JRll Iten: OO32O IIECH-Exhauet Hoode Iten: OO33O IIECH-Supply Air Iterr OO34O IIECH-lll.ec.
O6lO3f99 Inapeotor: CD llotea: ZOIIE HAS BEEII TESTED
OBl24l99 Inapector; GRG
lQlLLf99 Inapectors JRil llotee: PATIO llllLlgg Inapector: CD
Itenr OO39O IIECH-Ft.nal
Action;
UITH IOOI
Actlon:
Actlons
Actl.on:
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T.EPTI3T TOUn oF VArL? COLORADO PAGE 2
AREA: CD OZ|IO|ZOOO O7'.59 RESUESTS - IIISFECTH rOnK SHEETS FORI ZlLOfZo
ActLvLty: P99-OOOI 2/lOl2O Type: B-PLilB Stetusr ISSUED Conetr: IISFE
Addreear 274 ROCI(LEDGE RD
Locatlonc 27A ROCKLEDGE RD
Pareel r 2L6L-67L-14-OO9
DeecrJ.ptLon: PLUIIBIIIE FOR IISFR
Apptlcant: UHITE HATER PLU[BfilG & HEATIIIG
OVNEr: RAETIIER PAUL E & HEIIDY S -JT Contrector: HHITE UATER PLUilBfnG & HEATII|G
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Phone: 970-926-37o,4
Inepeotl-on Bequeet
Requeetor s llark
Req Tlle: O6:OiD Iteus requeated to
InfornatLon. . . . .
Connente: tfLll
be Inspected...
Phone: 476-6757
GaII Pleeee
Actlon:
Actlon:
ActLon:
Actlon:
COilTRACTOR
Coonente
APPR
APPR
APPR
TLne Exp
IO'PT GARAEE UITDERGROUIID
APPR OII AIR TEST
APPR UATER TEST
APPR GAs PIPI}I6 20*
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Inapection Hlatory.....I
I Iten:
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OOZIO PlliB-Underground
OZILT199 Inepector: CD
OO22O PLIIB-Rough/D. U. Y.
05/21/99 Inepector: JRlt
OO23O PLIIB-Rough/Uater
OSl2t/99 Inapectorr JRll
OO24O PLIIB-Gae Pip1ng O5l2ll99 Inepector: JRll
llotes: 6A5 TAS LEFT UITH
OO25,O PLIIB-Pool/Hot Tub
00260 P|.ItB-llisc.
OO29O PLIIB-Flnal
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HEPTT3l TOril OF YArL, coLoRADO OZILAI^(M O8II4 REEIUESTS - TNSPECTII HORK SHEETS FORI 2/Lg,/2Q
PAGE I
AREA: CD
==== ============= =========tB== ========E-====================-========E===========Actl-vJ-ty:
Addreesr
LocatLon r
Parcel r
DeacrLptlonr
Appllcantl
Ounerr
Gontractor:
B9A-0351 2lL8ln Typel B-BUfLD Status: fSSUED Conetr: IISFB 27A ROCKLEDGE RD
274 ROCI(LEDGE RD
ztol-o7I-14-OO9
IIEU SFR
SHAEFFER COIISTRUCTIOII
RAETHER PAUL E & TENDY S -JT
SHAEFFER COIISTRUCTIOil
Oc,cz OOAT Ueel V ll
Phone: 970445565'6
Phone:
Phone: 9704455656
'Locke, Holde, and
ACTIYITY
llotl.ce: slot
Hotlces....
3
Inepecti.on Bequeet fnfornetl,on...
Requestor: llABl(
Req Tl.rel OLTOO Cornentel Itens requeeted to be Inepected..
OO53O BLDG-Terp. ClO
Phone: 476-6757
Action: ll0 LOOfiED0DAIIPPROOFIIIG-IIR
Actlon: PA nech roou vslL and slab
Astl.on: PA STAIRS AltD SLAB AT SPA
Actionr APPR I|ORTH RETAIl|fl|G IALL
Aotlonr APPR E SIDE CUnyED BETArl|IllG
ACt1ONT APPR DRIVEHAY'\IALLS
APPROVED
Actlons Dll see note
Tire Exp
r--Hletory.....
OO5O2 PU-Rough grade
OO5O3 PU-FlnaI drlveray grade
OOOLO BLDG-FootLnge/SteeI bll66/99 Inepector: CD Actl-on: APPR SOILS REPtIRT REC'YD
O4lOBl99 Inepector: JRlt Action: PA APPR SOUTH TERRACE
Hotee: PLAIITER RETAIIIIIIG FOOTERS -4=:t\ * 't oG,toJ-tgg Inepectorr JRll Act-Lonz(APPR )APPn RETAIII HALL EAST {
llotee: EllD \. -07/27 199 Inepector: GRG ActJ'on: APPR RETAIIIIIIG HALL,. E. SIDE
ro9/O7/99 Inepector: CD Action: APPR driveray uall footinga
llotee: approved on oondltion that the bulldl.ng eeuer line
1e sleeved rhere it rLll be in contact rlth concrete
OOO2O BLDG -Foundatlon /Steel
Iter:
Iten:
Itel:
Iten:
Itenr
Itenr
O2lL2l99 Inepector: GRG
o.2125199 Inepector: CD
llotee l concrete hes been placed prLor to l-nepection
the eub contrsator gtstee that the reLnforclng steel hee
been pLaced acsordLng to approved pl-ena
06103199 Inepector: CD
06104199 Inapectorr CD
A8106199 Inepector: GRG
O9lLgl99 Inapectorr CD
OO5'2O PLAII-ILG SLte PIen
OElL4l99 lnapector: EEOBGE ActLonr APPB
o,o,o,30 BLDG-Frarlng
OGlLIl99 Inapector: GD lloteer An fLC ilUST BE SUBIIITTED AilD AP.PROYED
ELECTNICAL ROUT'H IIISPECTIOI REOUIRED
TTECHAIIICAL ROUGH IIISPECTIOIt REEUIRED
SUilTRACTOR I|OTTFI.ED
o16123199 Inapeotorr CD .Acttonr APPR APPROVED*
llotesr TOP FLAIIGE llAllER I|ISSIIIE AT (3ILVL'S lll LIYIIIG ROOI| !t
TOHil OF VAIL, COLORADO .:PASE 2
AREA: GD
REPTl3T
OZILAIAOOO o,8t14 REOUESTS - IIISPECTil UORI( SHEETS FtrRs Z/LB/ZO
==== ======================EE============E=======================================
GOIIPLETE FIREBLOCI(TilG AT ALL AREAS(UILL CHECI( AT, IISUi,ATi"ltenr OOO5,O BlDG-IneulstLon
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g7fL9l99 Inapector: GRG ' lloteg: A COUPLE OF AREAS Ill
. FOR OTHER UORK TO BE ' to7lzLl* Inapector: CD
Iter: OOOTO BLDE-lll-ec.
O4l2I/99 Inapector: CD
LOlOSf9g Inepectorr GD LOIIIlgg Inepector: JRll
OZlOgllM fnepector: CD
Aotlon: APPR
Actl'onl PA
APPROVED ALL BLDti i
Aotlonr APPR IILL IIEED TO RECHECI(...
GANAGE LATER, l|OT DOIIE THILE TAITIIIG
FIIIISHED.Actlon: APPB ALL SHEETROCK COIIPLETE
il'
Actlon: APPR REAR SITE IfALLS
ActLon: APPR STUCCO/LATHE ActLon: APPR APP UfRSBO PATIO '*
Actl.on: ll0 Pre TCO coneu.l.t
TAKETT CARE OF THEII SI|OT IIELTS
IIISSIIIG BRTCXS TTEAR EDGE OF
PARTTAL APPR ALL EXCEPT , lloteer FOR GARAGE AllD GARAGE LEYEL. zllD FLOOR AllD UP OK
IIO SHEETROCK CALLED FOR III STAIRHAY.TILL BE TiG
LZl63/99 Inapeotorr CD Aotlon: APPR eee note
llotee r l.nepected reted egserblLee conetructed around el.l. cen lighta located rlthl.ng gBrEge celll.ng
llotee: G.C. has been {nforned of the Butlding Code regul-rerenta Ieft outgtandlng. Algo the Tovn requJ-rerentg of obtainLng
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Department of C ommunity Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
June 15,2000
Paul Reather
56 Harbor Drive
Greenwich, CT 06830
Re: Landscape Bond/Lot 15, Block 7, Vail Village First Filiug
Dear Paul,
Per our agreement I visited your property to complete a landscape inspection. Ifyou will recall the
landscape work was to be completed by no later than June 15, 2000.
While all of the landscape work was not fully completed, I did furd that work is sufficiently progressing
towards completion. Therefore, I am returning to you the landscape bond money and the unexecuted
developer improvement agreement. I am certain you will see to it that the required work is fully
completed.
Should you have any questions or concems, please do not hesitate to call. You can reach me by telephone
at970479-2145.
Sincerely,
fJry&,*t.-t
George Ruther, AICP
Chief ofPlanning
Town of Vail
{gr"n*or ro
REcD:h oszooo GEORGE SHAEFFER
PO. Box 373
Vail, Colorado 81658
(970) 845-5656
(970) 84s-7013 FAX
February 18,2000
Mr. Charlie Davis
Town of Vail Building Department
Vail, CO 81657
RE: Building Permit #898-0351
Dear Charlie:
Landscaping Work
Siding
Subtotal
x 125%
Total Deposit Due
Attached is a check from Mr. Paul Raether to be put in escrow for the balance of construction work on his
new home at 278 Rockledge Road in Vail.
I have enclosed the last contractor payment detail statement for Upper Orust Landscaping as well as an
estimate tbr sidins work still to be installed on the house.
$i6,725.00
1,0-o_o_.qq
$7,725.00
$9,656.25
I believe this should mect your requirements for the project in order to receive a temporary certificate of
occupancy.
Thank you,
GEORGE SHAEFFER CONSTRUCTION COMPANY
Rob Fawcett
Project Manager
RF/sw
Paul and Wendy Raether
Noel Rollins; Segerberg, Mayhew and Associates
George Shaeffer
Marc Trudeau
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ES ign Review Action Form
TOWN OF VAIL
Project Name: Raether Residence
Project Description: 18" stone wall adjacent to northern perimeter of driveway
Owner, Address and Phone: Paul & Wendy Raether,56 Howbar Drive, Greenwich, CT 05830
ArchitecVOontact, Address and Phone: Rob Fawcett, George Shaeffer Construction, PO Box
373, Vail, CO 81658
Project Street Address: 278 Rockledge Road
Legal Description: Lot 15, Block 7, VailVillage First Filing
Parcel Number: 2101-071-18-001 Building Name:
Comments: Stone to match existing; wall will begin at existing entry stalr wall and will end
above existing culvert within property boundaries (no encroachment into right-of-way).
Driveway width has been confirmed.
Motion by:
Seconded by:
Vote:
Board / Staff Action
Action:Approved
Conditions: Approved per plans submitted 7l28lOO
Town Planner: George Ruther
Date: July 28, 2000
FTEVERYONE\DRB\APPROVAL\9A1 DRBAPPR. FRM
DRB Fee Pre-Paid: $20.00
coNg?RtEi,8ftoE5'"1u,LffiTO@F TRANsnfl[TTAL
TO
P.O. Box 373
vAtt, coLoRADo 81658
(970) 845-56s6
-7. O. Va,,-X
WE ARE SENDING YOU tr Attached tr Under separate cover via
tr Shop drawings
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E Specifications tr Prints
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COPIES DATE NO.DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
! For approval
I For your use
n As requested
E For review and comment
! FOR BIDS DUE
Approved as submitted
Approved as noted
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! Resubmit
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n Submit
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REMARKS
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NAME.OF.AFPUCJNT:
!4AIUNG ADDRESS:
H.TYPE OF REVIE\IV AND FEE:
tr Itleur Conrtrucdcn -
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GEORGE SHAEFFE
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P.O. Box 373 . Vail, Colorado 81658. (970) 845-5656. (970) 845-7013 FAX
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Town of Vail
of Community Development
, 75 S. Frontage Road
Vail, CO 81657
" S V<*kpf C.yrntr,5 t4b3
Please make checks payable to the TOWN OF VAIL
001 0000 314 1110
001 0000 314',t112
Zoning and Address Maps
Uniform Buildino Code - 1 997 - Volume 1&2
Uniform Buildinq Code - 1 997 - Volume 3 001 0000 314 1112
001 0000 314 1112 International Plumbino Code - 1
001 0000 314 1112 Internatronal Mechanical Code - 1998
Uniform Mechanical Code -1996 001 0000 3't4 1112
001 0000 314 1112
001 0000 314 1112
001 0000 314 1112 Abatement of Danoerous Bldo.'s 1997
Model Enerov Code - 1995 1 0000 314 1112
001 0000 314 1112
001 0000 314 1112
of Revisions to 1997 Uniform codes
Blue Prints,/Mvlar Coov Fees
Lionshead Master Plan ($1 80/$1.60
Plan Review Re-check Fee ($40/oer hou
Off Hours Insoection Fees
Contractors License Fees
Additional Sion ADDlication Fee
001 0000 314 1211
001 0000 314 1111
001 0000 314 1111
001 0000 314 1111
001 0000 3'15 3000
001 0000 3112300
001 0000 315 2000
001 0000 312 3000
001 0000 3124000
001 0000 312
001 0000 315 3000
001 0000 2403300
Buildino lnvestioation Fee
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'001 0000 310 1100
001 0000 311 2500
001 0000 311 2500
001 0000 3112500
001 0000 311 2500
001 0000 311 2500
001 0000 31 1 2s00
001 0000 311 2500
001 0000 311 2500
001 0000 311 2500
001 0000 311 2500
001 0000 319 3100
F :/Everyone/FormslSalEsac{.exe 06/06/2@0
o
TOWN OFVAIL
Department of Community Development
75 South Frontage Ro,ad
Vail, Colorado 81657
970-479-2 t 38
MX 970-479-2452
June 15,2000
Paul Reather
56 Harbor Drive
Greenwich, CT 06830
Re: Landscape Bond/Lot 15, Block 7, Vail Village First Filing
Dear Paul,
Per our agreement I visited your property to complete a landscape inspection. Ifyou will recall the
Iandscape work was to be completed by no later than June 15, 2000.
While all of the landscape work was not fully completed, I did frnd that work is zufficiently progressing
towards completion. Therefore, I am returning to you thc landscape bond money and the unexecuted
developer improvement agreement. I am certain you will see to it that the required work is fully
completed.
Should you have any questions or concerns, please do not hesitate to call. You can reach me by telephone
^t970479-214s.
Sincerely,
J lL4^+
George Ruther, AICP
Qhlsf qf planning
Town of Vail
{Sun"uo" ro
lt**'t'\
^.
\b ,a
CEORGE SHAEFFER
PO. Box 373
Vail, Colorado 81658
(970) 845-s656
(970) 845-7013 FAX
F'ebruary 18,2000
Mr. Charlie Davis
Town of Vail Building Department
Vail. CO E1657
RE: Building Permit #898-0351
Dear Charlie:
Attached is a check from Mr. Paul Raether to be put in esc:row lbr the balance of construction work on his
new home at 278 Rockledge Road in Vail.
I have enclosed the last contractor payment detail statement for l-Jpper Crust Landscaping as we[ as an
estimate for sidine work srill to be installed on the house.
Landscaping Work
Siding
Subtotal
x 125%
Total Deposit Due
$6,72s.00
].Oia.0q
$'7,725.00
$9,656.25
I believe this should meet your requirements for the project in order to receive a temporary certificate of
occupansy.
Thank you,
GEORGE STIAEFFER CONSTRUCTION COMPANY
Rob Fawcett
Project Manager
RF/sw
Paul and Wendy Raether
Noel Rollins; Segerberg, Mayhew and Associates
George Shaeffer
Marc Trudeau
TOWNVA
Ou. Inv <4.
TOWN
Your Inv #
OF VAIL 02/t6/00
N€l ArDount lnv Inv Amounl Amt Prid Discount Trken
0 L2095 ESCROW 2/n/ ol 9656.2s 9656.25
013760
PAULE. RAETTIT'R
55 HARBOR DRIVE, BELIJE HAVEN
GREENWICH, C" 06830
Nine Thousand Six Hundred Fiftv-Six and 25/100 ----- Doflars
L8r:r.oooo ?EEr,:1 r.il.
THE BANK OF NEW YORK
NEW YORK, NY 10 019
\-r/2LO 416
Date
02/16/oo
013750
AnounE
<*******q<q6 tq
TOWN OF VAIL
Pay to The
Order of
MEMO ESCROW FOR 278 ROCK],EDGE RD.
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TO},IN OF VAIL
75 S. FRONTAGE ROAD vArL, co 8L557
970-479-2L38
APPLICANT
COT.ITRACTOR
OWI.IER
t,t
DEPARTTT,IENT OF COMMT'NITY DEVETOPMENT
SHAEFFER CONSTRUETION
P O BOX 373, VArL CO 816s8
SHAEFFER CONSTRUCTION
P O BOX 373, VArL CO 81658
RAETHER PAI'I-, E & WENDY S -iIT
NOTE: THIS PERMIT MUST BE POSTED
ADD/AIT SFR BUILD PERIT{IT
ilob Address= 278 ROCI0-,EDGE RD
Location. . .. 278 ROCKLEDGE RD
Parcel No. . : 2L0L-071-L4-009
Project, No. : PR,f98-0085
ON iIOBSITE AT ALL TIMES
Permit #: 898-0331
Statsus...: ISSTED
Applied. .: LO/28/L998
Issued. -. z 11,/25/1"998 Expires..: 05/24/1999
,Phone z 9708455656
Phone: 9708455656
TOV/Comm. Dev,
SFR
approved
amount
Single Family Resideng"l"
Type V Non-RaEed
Valuation:75,000 Add Sq FE:
Pir.place hfolrlation: Rc6trict.d: Y *of ca6 Applienc.a:*Of oa6 !ogr:fof tfood/Pallet:
Buildi.ng----->
PlRn ch6ck-- - >
Inv€stsiEaeion>
wl11 call---->
TotsaI cilculEled Fcee---> !,361 .15
*,*,********,,* .,-,...,.l:T:l"llli;;;;;;;;:;;;;;i..,....-1;iil;1i.......TH::':H;;;;;;;;;;;;;:........".".;::...
DCPE: BUILDING DJ.V1S1ON:
PI.,ANS TO CIIARLIE
EIIARLIE DAVIS
DepE : PLANNING Division:
PIJANS TO GEORGE
PER RUSS FORREST
N/a Dept,: FIRE Division:
DePt: PI,B WORK Divieion:
PI,ANS TO PUBWORKS
PER TERRI
lrrrrrr*r+l'rr+rrrrtr**tt*r*rrrr frtrt|t,rilrrr!lrrar,arriirritirrirrrtttttttrrr0tttrrrrttatttrattttrrttt
See Page 2 of thi6 Document for any conditionE Lhat fiay appty to Ehis qermiE.
DECI,ARA:TIONS ,..''..,
I hercby rcknowl.alg. EhrE t have lcad thie rppllcetLon, ill.d out ln fuII ch! frrffji.aior, ,.qrit{o^ar.!r.a .n
plrn, and !t.cc tshat r11 chc infgmrtion paovl,dod &a !c ircd i6 corrlct, I agr/c to conply ttltsh bhe lnf,ormaclon
to coltrlrly rlch .Il lorrr ordln.nccr rnd 6Eec. lanr9, .nd co bultd Ehi6 scructsur. iccording to Tgvn'a roning and
codc!, dc.ign rcwiew epProvad, IrnlforE Bultdlng coa€ rnd oEhc! ordl,nurc€B of tsh. ToV rP
. oo
3.O0
.00
100.00
.00
250.00
.00
L,361 .75
Re€lurrlnt. PLaD Revierr- ->
DRB F..--------
Rccr€Blion Fe€---------->
CIern-UP DrpoBit- - -- - - - - >
AddiElohal Fcc.-------- ->
Tocrl Peruit FeG-------->
Pa)rm.nt 6- - - - - - - - Lt361 .75
accurala FloE
and plog p1an,
rubdivision
e w 57rH sr srE 4200, NEw YoRK * tPdSn-up D
Descript.ion:
FOOTING/FOI'NDATION FOR NEW
Occupancy: R3
Ty]. e Const.ruction: v N
sit Refund
REQUESTS FOR INSgEC TONS SHAIJIJ BE MADE T!{ENTY-FOUR HOURS IN ADVANCE BY TEI'EPHONE AT/4?9 OttR OFFICE FROM 6:00 Att 5:00
sqFd cl.r;-Irp DoFo.lt. To: SHAEFFER cDNs sro!{AfrJRE o, Q "*coNTRAsroR
poR HtMsErrF AtitD ow![BR
Page 2
**************************!t*****************************************************
CONDITIONS
Permit #: 898-0331 as of tL/25/98 St'atus---: rssttED
**************************:l**************************************:t**************
Permit ?1pe: ADD/ALT SFR BUII-,D PERMIT Applied-- | Lo/28/t99e
appticani---: SITAEFFER CONSTRUqIION Issued---: LL/25/L998
9708455656 To Expire 2 05/24/1999
iIOb AddTCEg: 278 ROCKTEDGE RD
LocaEion---: 278 ROCKr-,EDGE RD
Parcel No-- : 2LOL-O7L-14-009
Descript,ion:
FOOTING/FOI'NDATION FOR NEW SFR
************************************** conditiong * * * !t * * * :t * * * * * * * * * * * * * * * * + * * * * *
l_. FrELD INSPESIIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI{CE.
2. A SOITS REPORT IS REQUIRED PRIOR TO FOOTING INSPECTION
3. A CURSORY REVIEW HAS BBEN DONE ONLY FOR FOOTING ATiTD FOI'IIDAT.
FITLL PI-,AN REVIEW WILL BE DONE AT TIME OF COMPLETE SI'BMITTAI-,
P.rELc No! Er8-03!1 Ty?.r A-BUILD ADD/ALT gFR BUI!,D PE
PEc.l I{o ! 2101-0?t -14-009
fllg. Add!...: 27a ROCKIEDOE RD
locrElonr 273 ROe!(IIEDOE Rlt
Tocal F...: 1,3 6?.75
Itrl.. Pat7[cnt L.367.75 Toc.l lllE PBE.: L,367.75
B.1.nc6: .00
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Da.crltttlon
BP OO1OOOO31111OO BUIIJDINo PERMIT FEBS
DR 0010000t112200 Dlar@t RBlrrEtf PIEE
pE 0010000!112300 PIJIN CH'ICK FEEg
6tsrEs$nt
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IO!{N OF Vtltr, eOrJoRtDo
gtrElwrC NurlbG!: REC-0431 lnount':
Pryaant, llcEhgd: CK NocrElon: 30773
r,367.7E L7125/9a Lt t12
IniE: r,c
Accounc Coda l[ounc
515.00
100.00
250.00
3.00
AD D2-DBPO8 C'JSANSP DEPOSITS
wc 00r,0000t112900 ffrLrJ cauJ rNgPEellolr PEE
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OCt 2e Es PER}IIT #
PI.ETELY oR TFIcTTFdTES :|CCEPTED
TfON ******!r*********************r Lt - F>.nrafft<xt /pvcn_,lfuzn-t L J L J-54"""rrr9 [ J-sr cErlca:- [ ]-Mechanibal ffJ-otier
Job Name:
TulNE
zo=-
Reg. NO.Town of Vail
Phone Nuurber:
Town of Vail
Phone Number:
l:n.tb? ts+o
3o3 -pn.aar *^is-
tuc.N@r
N:rmber and Tvoe of Fireplaces: cas Appliances_v -r**** ***:t****** ******* * **** ** ** ** * VAIUATfONS ****
P9_I_I:PING: er.EcTRlcAr,: $
i-
Nunber of Accommodati.on Units:
Erectricat contracto., t5?B- O 331 "
Phone Nunber: flS--€aC---
il;;;;;;-.
\,\'.r^r-!crr,u(Jr.. yr7 - I Town of vail Reg. No.Phone Number:
Contractor:Reg. NO.
***************t***i***i******r*FOR OFFTCE USE ** ** * ********* ***** ***** *******
BUTLDING PI,AN CHECK FEE:
PLI'MBING PIAN CITECK FEE:MECIIANTCAI PIAN CIIICK FEE8
RECREATION FEE:
CLEAN-UP DEPOSTT:
IOTAIJ PERITIT FEES:
BUTI.DTNG:
STGNATT'RE:
ZONTNG:
STGNAIT]RE:
owners Nane: PfusU WafE-Address
Architect:ress: /
ceneral Description:E-4^)
Number of Dsrelling Units:
Work Cl-ass: t elr [ ] -Alt
.L
tion [ ]-Additional
Plunbing Contractor:
Address:
tlechanii-a1
Address:
BUTLDING PERMIT FEE:
PLWBINC PERHTT FEE:
MECHANTCAL PERI.IIT FEE:
ELECTRTCAL EEE:
OTHER TYPE OF EEE:
DRB FEE:
:_ -=________:_ fum+{l.Jp1;[ ]-Repair [&]-orhEr_
CLE.0II UP DEPOSIT IEtrI'ID TO:Su+ttil CoN.
TOWN OF VAIL
75 S. FROI\TTAGE ROAD VAIL, CO 81"657
970-479-2]-38
APPIJICAIiIT
COMTRACTOR
OWNER
JOb AddTCSS: 278 ROCIGEDGE RD
Locauion. . -: 278 Rockledge Rd.
Parcel No.. : 2101-071-L4-009
ProjecL No. : PRiI98-0085
MAXIMI]M COMFORT POOL & SPA,
P O BOX 2670, VArL CO 81_658
MAXIMUM COMFORT POOL & SPA,
P O BOX 2670, VAIL CO 81658
INC.
INC.
approved
#Of GaB
',ogs:
#of wood/Pallet:
Buildiog----->
Plan Check--->
Invescigation>
will call
RestualanC PIan Review-- >
DRB Fec--------
Total Calculated F€sg- - - >
Additional Fees--------->
Tocal PerEit Fec-------->
PayEent6- - -- -- -
B]\IANCE DUE- -_ -
100 .7s
3 .00 100.00
404.75
40s - 75
20.o0
425 -15
425.75
.00
.0O Recreation Fec----------> .0O
CIean-Up D6po€it.- - --- -- - >
TOTAL FEES---..
Dept : BUILDING Division:Routed to JR-
APPROVED JRM Dept : PI-,ANNING Division:Routed to BrCnts DID NOT PAY DRB FEE Dept: FIRE Division:N/A ' Deot: PIJB WORK Division:N/A
ITCM: O51OO BUILDING DEPARTMENT KATIry AcLion: NOTE JRM AcLion: APPR
PI,ANNING DEPARTI'4ENT KATIIY AcLion: NOTE BWILSON AcTion: APPR FIRE DEPARTI,IENT KATITY AcLion: APPR PI]BI,IC WORKS KATITY AcLion: APPR
; ;. ;.;. ;. ;;;;;;;;;;;;;;.;;;; ;;;;; ;;;,;
DECI,ARATIONS
r hereby acktrowledgc chrt, I have read Ehj.6 appLicalion, fiLl.ed out in full Ehe infoturclon rrquircd. cobpLrtrd an
plen, rnd Bta€e that all tsh€ infortrration providad aE reqlrir€d is corrccts. r agr€e to col[ply rrieh ch€ infomrcion
tso conply '/iEh all Town ordinincaE and 6taEc lar|g, and co build this Btsructsure according tso tsh€ Town'r zoning and
REQI,'ESTS FOR INSPECTIONS 6HAI,I, BE MADE T1IENTY - FOUR HOURS IN AD\IANCE BY
Send Cle.n-Up DopoEi! To: MAx POOL AND gPA
03 /2e /L999
04'/ oL'/L999 ftem: 05400
03 /29 /L999 03'/3L'/L999 Item: 05500
03 /29 /t999 Item:05500
03 /2e /Le99
accurate plog
atrd plot pl.n,
6ubdiviBi.on
AT OUR OFFICE FROI4 g : OO A.I!I 5 I OO PM
DEPARTMENT OF COMMUNITY PMEI{T
NOTE: TIIIS PERMIT MUST BE POSTED ON JOBSITE AT AIJL TIMES
ADD/ALT SFR BUILD PERMTT
RAETIIER PAIII E & WENDY s -,fT - ^^ JOV/COmm. DeV.e w sTrH sr srE 4200 ' NEw Y.RK * ttldin-up
Dpposit Refund
Description:
Raether in-ground gunit.e spa
Occupancy: R3 Single Family
TIE)e Constructj-on:
Valuation:10, 800 Add Sq Ft;
Fireplace Infornation: Re6tlicted: yes *of eas Appliancc6:
FEE SIntMARy
amount Residence.oare
.00
50. 00
Permit #: 899-0040
Stratus...: ISSIIED Applied..: 03/29/L999
rssued. . .. 04/05/L999
E:<pires, . t L0/02/L999
Phone: 970-949-63399
Phone z 970-949-63399
OI{NER OR CONTRACIOR POR HIMSELF AND OfiNER
o
Page 2
**************!t*****************************************************************
COI{DITIONS Permit #: 899-0040 as of 04/05/99 Status---: ISSUED ********************************************************************************
PermiE 1:pe: ADD/AIT SFR BUILD PERMIT Applied--, 03/29/1999 Applicant--: wIAXIMUM COMFORT POOL & SPA, INC. Issued---: O4/OS/L999 970-949-63399 To Erq)ire: LO/02/L999
JOb AddTEAE: 278 ROCKLEDGE RD
LocaE,ion---: 278 Rockledge Rd.Parcel No-- : 2L0L-O7L-14-009
Description:
Raether in-ground grunit,e spa
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COnditiOns !t * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJ]AIiICE.2. SMOKE DETECTORS ARE REQUIRED IN AIt BEDROOMS AIiTD EVERY STORY
AS PER SEC.310_5.1 0F THE 1997 I,BC.
o
Eqi| o! vlrrJ. eolrRtDo lSEiEsqre
gtrElllne lftub.!: RIC-O500 lEounE:
Dr!t!.nc, l'.t'hord 3 Ctr lfoerELon: 2126a
12a.75 OI|O5,/99 LSl.t1
Init: IjC
Peruic Nor g9t-00{o lYpc: A-BUIITD }DD/.aLT SFR BUTTJD pE
Parcel No. 2101-071-1{-009
sit. Addr66. ! 278 ROCKIEDGB RD
Lorcation ! 274 Rookladg€ Rd.
It|it PaltFenE
To.trl Fa€d s
129.75 Total AIJtrr I'rts.
Ealatroa !
{2a. ?5
12e.75
.00
Account de
BP 00100003111100
DR 0010000311,2200
PP O01oOOO31t2300
I.D D2 -DEPOS
Dogc!iption
EUII,DING PERMIT FEE6
DEFIGII R'EI'IEIf FEES
Plln cHEcr FEIS
CLEllqlD DEPOSITS
Atnount
t-55. OO
70.00
100. 75
100- 00
3.00 t{c 00100003112900 |f!IJI| CIIJL llfspEclrd EtB
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INX'ORMATION MUST BE COMPLETE OR THE APPLICATION WILI, BE RX,JECTTD
Contacl the Eagle County Assessors Otfice at 970-326-6640 for Parcel #
parcet n 2\Ololl,l4 O01
o"", Tlzq.lq?
robName:!4 dl-t &zsi&"*z-Job Address: 2J
Building Q$Plumbing ( )Electrical ( )Mechanical ( )Other ( )
Legal Descriptiorl rot-[E- Block-J- nilhe I
Owners ttame:?
Architect:
Description of Job:
Work Class: New
Number of Dwelling Units: I
Number and Type of Fircplaces: Gas Appliances
B1JILDING:
PLIJMBING
General Contractor:
Permit #
Subdivision
Vu\ I wonArkoetL.r xaress:1,19 Qocvl4ae?A. Uail, eo pnone*
Address:
g)Alteration ( )Repair ( )Other ( )Additional ( )
Gas Logs
VALUATIONS
ELECTRICAL: $IOOO OTTIER:MECHANICAL$ TOTAL
CONTRACTOR INFORMATION
gfo1 .a,ddt ..,
Number of Accommodation Units:
Wood/Pellet
S ,9t 80O,
Address:
Phone #
Address:
Phone #
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
Town of Vail Registration No. 2 b 7'B pnon.
Erecrricaf contractortfor.,*t\ rtwi- Address: ?"o.&v Z>SL EagL.,Co BlL3l
Town of Vail Registration No.2zl^ ?Phone #
Plumbing Contractor:
Town of Vail Registration No.
Mechanical Contractor:
Town of Vail Registrarion No.
CLEAN UP DEPOSIT REFUND TO:
EPARTIVIENT OF EOMMT'NITY
NOTE: THIS PERMIT MUST BE POSTED
DEMO. OF PART/ALI BT'DG.
ilob Address:
Locat,ion. . . :Parcel No..:
Project, No.:
OWNER RAETHER PAI]L E 6. WENDY S -.TT 9 W 57TH ST SrE 4200, NEW YORK Ny l_0019
CONTRACTOR SHAEFFER CONSTRUCTION
P O BOX 373, VAIL CO 81558
Description:
DEMO OF SFR AIVD RE-VEGITATION
Occupancy: R3
Type Construction: v N
Tlpe Occupancy: 0007
Valuation I L,
Firclrlace InfonnaEion: R€gtsrictcd:
TOWN OF VAIL
75 S. FRONTAGE ROAD VAIL, CO 8L657
970 -479-2138
Building-----> 3s.oo
. oo
3.00
278 ROCKLEDGE RD
278 ROCKLEDGE RD
2r-0r_-071-14-009
PRJ98-0085
000
flof oas Appliances:
Add so Ft,:
Single Family Residence
Type V Non-Rated
DWEIJLING
Phone: 9708455656
#of wooa/Pallet:*Of cas Log€:
Rc6luarant PIan Rcview- - >
DRB Fee--------
Total CalcuLated Fcc6--->
Addilional Fee6----- ---->
Totrl P€rmiC Fee-------->
Pa)mente-------
PLan check- - - >
Invest igat ion>
will call--- ->
RcerGation Fee----------> ,Oo
.00
90,75
CIean-Up Depoei!- ----- -->
TOTAI, FEES--...BAIANCE DUE---_ .OO
.00
20.o0
40.75
.00
80.?s
80 .75
ILem: 05100 BUILDING DEPARTMEI{T O8/L4/L998 JRII ACTiON: APPR APPROVED ITEM: O54OO PTANNING DEPARTMEI.IT 08/1-411998 JRM ACEiON: APPR APPROVED ITEM: 05600 FIRE DEPARTMEI{T Item: 05500 PIJBLIC WORKS Item: 05700 ENVIRONMEIffAL HEAL,TH ILem: 05900 LIQUOR
I h:r€by .cknowl.edge Ehac I hav. rcad thiE applicauion, fillcd out. in full the inf
plan, and 6Cate Ehrt alL the informaEion provLdcd ae rcquircd iB co!rec!. I agrcc
Eo compty rrlth all Tosn ordinanc.E arrd rt.ale IaH6, and Eo build thlr struclule
codca, dssign rcvicw epproved, Uniform Building cod. rnd olhe! ordinances of
REQUESTS FOR INSPESIIONS SHAI.T. tsE MADE TWENTY-FOUR HOI'RS TN AI'\IANCE BY
Send CIcan-Up Dcpo.i! To: AHAEPFER
DepE: BUILDING Division:
JRM-DepE: PLANNING Division:
PER- GEORGE Dept : FIR-E Division:DEbI,: PUB WORK DiViSiON:Debt.: HEALTH Division:DepE: CLERK Division:
rcqulrcd,etcd an accuraEc pl,oE
and ploL plan
6ubdivi eion
informrtlon
t-he!cto.
PMENT
ON JOBSITE AT ALL TTMES
Permit #: D98-0014
St.at,us. .Applied.
Issued..
Expires.
FEE SUTiIMARY
See Page 2 of this Documentr for any conditions that. may apply tso tshis permiL.
DECLARATIONS
ISST'ED
o8 /L4 / Lgee
y with
OUR CE FROM e:00 A 5:00 PM
-/-.vJ
''i***********************************!t******************************:t:r***********
COI{DITIONS Permit, #: D98-0014 as of o8/t4/98 sE,atus: rssIIED ********************************************************************************
Permit rype: DEMO. OF PART/ALL BIJDG. Apptied: Og/LA/Lggg AppticanE: RAETHER pAtr, E & wENDy s -iIT risued:
To Ercpire:
ilob Address:
Locat,ion: 27e ROCKLEDGE RD Parcel No: 2101-071-14-009
Descript,ion:
DEMO OF SFR AIiID RE-VEGITATION
CondiE.ions:1. FIRE DEPARTII'IEIiIT APPROVAIJ IS REQUIRED BEFORE AM WORK CAN BE
STARTED.
2 . FfEIJD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IAriICE.
..rt.r..,r,,rr*,.,..,,,_..t,,._,....,.,,...
tO$lN OF VAIL. COLORIDO gCr!.Ent
rrat tJrttttrt rrriri ii rrrrr I rt trrt tta,rtrii+a,a,r',,ar
St.tet nE NuEbGr: RIC-Oal7 lDount, !
PryDcnt. LEhod; Cl( NoErELont {8993
40.75 ollLa/ta Lt.25
lnitt ttlvl
PtnGlC Nor D93-001{ ryT.! A-DEMO
P.rcc1 No: 2101- 0 7l - 1,r - o0I
Sit. Addti.r. ! 278 ROCKLEDGE RD
tocrclon: 278 ROCKIJEDGE RD
DEMO. OF PART,/&I, BU
Thic Prl'|l.nE
Tolal F.aE !
80.75 ToErl trJ. Prc. !co.75
.00 BalancaB
r ttrt rrrr*rtrii
lccounE, Cod.
BP 00100003111100
DR O0100003112200
PF 00100003112300
wc 00100003112eoo
DarcrlpElon
IUIIDINO PERMIT PAES
DBAt(If REllIBw FEBS i:
PIAN qlECK IBES
l{l!1, cAt L IN€PE(fIoN FEE
Lnounc
33,00
20.00
22.75
3.00
Soncacc EdgIc Coun EY
oE 970:328--S.610 {S.r,Pa5,c,eL_1. ToWN oF VAf L CONSTRUCTION \RCEL O:
(PERMIT APPLICATTON FORM
DATEz _8- tZ48
. APPLICATION I'{UST BE FILLED I
t*** ****** ************rt**** * **
OUT COMPLETELY OR IT },IAY NOT BE ACCEPTED
PERMIT INFORMATION * * * * * * * * * * * * * * * * * * * * * ,t ,r rr * * * * *
-orher Dpl^+O
[ ]-AdditionaL [ ]-Repair D(1-orher}e{nO
PER.\IIT f
7/,lqy - ooSr
[ ]-Building [ ]-Plumbing [ ]-Elecr,rica1 [ ]_Mechanibal
Legal Description, r,ot /5 Block V Fil Legal Description: Lot /,) Block_7 Fil
rwners Name: Wr PftfTgpg Address , /J ,,3 JWF'gl fwners Name: LrTva F lz,I- _ Address r r.=__!!:9_-
\rchitect tnEkE- 6t4Bg6q,1t4^uur==,',-' < Fe,D,Jc -*c' t>''t "';.qv--41a3
Seneral DescriPtion: ffi'luj Biw,rs * ?F*rtpE Npnt 'Eh'E,
t/'
rob Na^e:@ Job Acldre"=,2#.
lork Class: [ ]-New-[ ]-Alteration
i * * * * * * * * * )k * * * * * * * * tk * * * * * * * * * * * * * * VALU \,/6+
iurr-or*", d@- Er,EcrRrc
?LUMBING: $ MECHANIC
'-
1* :t rt * rk rt * :k >l * * * * * * * * * * * * *r* *-* * * coNTRAcToR I NFOR],1A9.'JoN * * * * * * * * * * rr * * * * Jr * * * * * * * * * * *jeneraIContracto,.@TownofVaiI""i.i..iAE-
rcldrelss: 8x 373 . ,/ktt-6--fr,.-ZE--: -.,-,,-^.^^ 2.,,,- - 4.aeTW _ m.xD >. &E 'llectrical cbntractor:
- lphone Nunber: 6pl6 -6f-eG . oD,.J,-_ _irectricar cbntractor: :-_y- 'Tor' of Vail Req. No.
'ddress: - i\r-^--Phone Nurnber:
)lumbing contractor:
\ddress,
."^ - Town of VaiI Reg. NO._ phone Number:
lechanical Contractor:rddress. '---^'
-
3;:1""fi,xi:l,o"n' No'--
: jr :k * :l :t rt rt :t:t * * * * * * * * * * * rt )t * ,t * )t * * * * * FoR oFFIcE usE rt * * * * )r ,t * ,r * * * * * * * * * * * )t * * * * * *. * * * *
}UTLDING PERMIT FEE: BUILDING PIAN cHEcK FEE:)LUMBING PERMIT FEE: pLWBfNG pLAN SHECX fii:IECHANICAL PERMIT rnn: .
_=-
uncHelriier, pu+n cHEcK FEE:
-
;LECTRICAL FEE:
)rHER rypE oF FEE: :fflfi1$l"ilrl:3ir,
)RB FEE: T9TAL PERMIT FEE5:
tumber of Dwelling Units:Number of Accornrnodation Units:
.fnber and Type of Fireplaces: Gas Appliances Gas Logs_ Wood/peJ_Iet
DTIT T NTTT'' .
SIGNATURE:
ZONING:
SIGNATURE:
lomrnents:
p4fTspg
GROUP VALUATION
,
CLEAN UP DEPOSIT REFTIM TO:
GEORGE SHAEFFER
P.O. Box 373
Vail, Colorado 81658
(970) 845-5656
DATE: 8-12-98
TO: TOWN OF VAIL - BUILDING DEPARTMENT
FROM: DAVID P. GOSSETT
RE: Raether Residence / Re-Vegetation Plan
CC: Rob Fawcet
Attached please find the Re-Vegetation Plan for the Raether
Residence on Rock Ledge Road. We have Estimated that the cost
for performing this work to be $45,000.00. This would include all
labor and materials.
Please contact me if you have any questions.
Thank you.
ilrr*r, Review A.tf" Form
TOWNI OFVAIL
Project Name: Raether Residence
Project Description: New in-ground gunite spa
Owner, Address and Phone: Paul & Wendy Raether, 278 Rockledge Road, Vail, CO 81657
Architect/Contact, Address and Phone: Maximum Comfort Pool and Spa, PO Box2670, Vail, CO
81657, 949-6339
Project Street Address'. 278 Rockledge Road
Legal Description: Lot 15' Block 7, Vail Village First Filing
Parcel Number'. 210l-071-14-009
Comments:
Buildinc Name:
Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Brent Wilson
Date: 313U99
Board / Staff Action
Action: StaffApproved
F:\E\TERYONE\DRB\APPROVAt,\gg\RAETHER, WPD
DRB Fee Pre-Paid: S20.00
Mr. GeorgeRuther
Town Planner
75 SouthFrontageRoad
Vail, Colorado 81657
RE: RastherR€sid@ce
DearMr. Ruther:
As per ou discussion todan a wood planler box shall be mnstructed and installed at thc Raeth€r
Residence so the 6'4t" Height Limitation for retaining walls is not exceeded. The noted planter box
shall be constnrcted at the south east€rnmost corner ofthe stono terrace. I have enclosed a detail of
tlrc design intent for pur liles.
Also, I have eirolosed a copy of the letter wrirten by Mouoe/llewcll Engineers datcd Fcbruary 166,
20(X), confirming thc South Retaining Tfall was desiped to support thc rcquircd loading and built
per the stnrctural drawings and dctails.
If pu have any questions or commente, please do not hesitate !o call.
Cordially,
Nocl Emerson Roltinq, Associate AIA
Project lvlmager
Segerberg Mayhew Architects & Associat€s
Febnrary L7'2wo (-otlbr',ot; \ \tttAqr{P
Qoa;e\e
zoo E uflaNgc-sHcwxs zgzz ezg c08 xvd 9g:gl nEr Lt/zo oo,
gLOFED CAP gTONE
IIALL EEYOND
FINIgI{ 6RADE
6N AE,OVE gTL ANGLE
REFER gTRUCTURE FOR
rcOTNGg AND rcUNDATION bg.
UJALL9
PLANTER BOX AT gOUTI-] TERRACE
gECTION gI-{OIUg DETAIL OF IJPOD PLANTER tsOX
RAETHER REgIDENCE
VAIL, @LOR.AOO
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Monroe & Nesvell
Englnccn, Irr.
February 16.2000
Scg:rbcrg Maybcw Architccts
l5f7 Wrzce SftcL SuiE C2
Dcnvec,Colcnrdo t0202
Afin: Mr.llodRollins
Ro: Rcth6keidcDcc(Id&I{#4020)
DcrNml:
Monroc&Ncwr[ Errgineers! loc- obrerygd the sit€wal coostsuctionatpciodic inEnrols
for tbc pojoot To ths bast of our knowlodgo, thc wallr wpro bnrilt pet tho strr.lctural plurs
aad dctaik.
If you bavc any quostimr or comrrcEtq ploasc call,
Vcry ntly youts,
MONROB & NEWEIJ- EI{GINEERS, INC.
PAGE AUEZ
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AND ENVIRONMENTAL COMMISSION
Monday, December 14, 1998
FINALAGENDA FIL E CIIPY
, Proiect Orientation / Cnntsruas LUNcH - Communitv Elevelopment Department 12:00 p.m.
MEMBERS PRESENT MEMBERSABSENT
Greg Moffet Ann Bishop
John Schofield
Galen Aasland
Diane Golden
Brian Doyon
Tom Weber
Site Visits : 1:00 P.m.
1. Fischer - 2695 Davos Trail 2. Town tour of PA properties
3.Driver: George
o
PLANNING
NOTE: lf the PEC hearing extends until 6:00 p.m., the board will break for dinner from 6:00 - 6:30 p.m.
Public Hearinq - Town Gouncil Chambers 2:00 p.m.
1. A reguest for a minor subdivision to relocate an existing property line, located at 2695 Davos Trail /
Lots 16 and 17, Block B, Vail Ridge.
Applicant: Randall J. Fischer
Planner: Jeff Hunt
MOTION: John Schofield SECOND: Diane Golden VOTE:6-0
APPROVED WTH 2 CONDITIONS:
1. Approval is only for a minor subdivision. Development of either lot requires
approval of any necessary applications.
2. That the existing garage be removed prior to the issuance of a building permit on
Lot 17.
2. A request for a worksession to discuss amendments to the Town's "Public Accommodation"Zone .
Districl, Chapter 7 and amendments to Chapter 15, Gross Residential Floor Area (GRFA), Town of
Vail Municipal Code...r)!"1
Applicant: Johannes Faessler, represented by Braun Associates, Inc.
Planner: George Ruther
WORKSESSION
3. A request for a minor subdivision to transfer a portion of Govemment Lot 3, obtained by the Town
of Vail from the United States Forest Service, pursuant to the Land Ownership Adjustment
Agreement, to Lot 15, Block 7, Vail Village First Filing.
Applicant: Town of Vail .. Planner: Dominic Mauriello
MOTION: Galen Aasland SECOND: John Schofield VOTE:6-0
APPROVED
4. A request for a final review for a major amendment to Special Development Dislrict #6, Vail Village
Inn, to allow for a hotel redevelopment, located at 100 East Meadow Drive, Lots M and O, Block
5D, VailVillage 1st.
Applicant: Daymer Corporation, represented by Jay Peterson
Planner: George Ruther
TABLED UNTIL 1'11199
5. Information Update
6. Approval of November 23, 1998 minutes.
The applications and information about the proposals are available for public inspection during regular
office hours in the project planner's office located at the Town of Vail Community DeveloPment
Department, 75 South Frontage Road.
Sign tanguage interpretaton available upon request with 24 hour notificaton. Please call 479-2356, Telephoneforthe Hearing
, lmpaired, for information.
CommuniV Development Department
| \J,
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Development Department
December 14, 1998
A request for a minor subdivision to transfer a portion of Government Lot A,
obtained. by the Town of Vail from the United states Forest service, pursuant to
the Land ownership Adjustment Agreement, to Lor 15, Block 7, Vail Village First
Filing.
Applicant: Town of Vail Planner: Dominic Mauriello
This request takes one lot of the major suMivision approved by the PEC for the Rockledge area
and creates a minor subdivision. This separation is necessary in order to expedite the stle of
this land to Mr. Raether on Lot 15, Block 7, Vail Village First Filing. The dimensions and the
layout of Lot 15 remain unchanged from the october 26, 1998 approval. The october 26, l ggg
memo ls attached and provides all of the background and evaluation of criteria on this reouest.
II. STAFF RECOMMENDATION
Staff recommends approval ot this minor subdivision subject to the following finding:
That the minor subdivision is consistent with the criteria and standards of Title 13,
subdivision Regulations as addressed in the october 26, 199g memorandum.
(r"U^{ 6^^' tw'o'
F :\EVE RYONE\PEC\M EMOS\98\raether.doc
P. r 70-?41-24.15
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TO:
FROM:
DATE:
SUBJECT:
And
MEMORANDUM
Planning and Environmental Commission
Community Development Department
October 26, 1998
A rezoning and major subdivision for property previously unzoned and owned by
the United States Forest Service and transferred to the Town of Vail, pursuant to
the Land Ownership Adjustment Agreement to Primary/Secondary Residential
District and Natural Area Preservation District (NAPD), for property located at
Rockledge Road/ Lots 2, 4,7 ,8A, 9A, and 1 5, Block 7 Vait Village First Fiting;
Lots 3A and 38, Resubdivision of Lot 3 Block 7 Vail Village First Filing; Lot 1bA,
Resubdivision of Lot 10 Block 7 Vail Village First Filing; Lot 138 Besubdivision of
Lot 13 Block 7 Vail Village First Filing; and Government Lot 3, all in Section 7,
Township 5 South, Range 80 West of the Sixth Principal Meridian.
A rezoning and major subdivision for property previously unzoned and owned by
the United States Forest Service and transferred to the Town of Vail, pursuant to
the Land Ownership Adjustment Agreement to Primary/Secondary Residential
District and Natural Area Preservation District (NApD), for property located at
Ptarmingan Road/ Lots 1 through 6, Block 5, Vail Village Seventh Filing, and
Government Lot 3; all in Section I, Township 5 South, Range 80 Wesiof the
Sixth Princioal Meridian.
Applicant:
Planner:
Town of Vail
Dominic Mauriello
The zoning request has been slightly revised since your recommendation of approval on July 7,1998. Addilionally, this proposal includes a request for a major resubdivision of lots on
Ptarmigan and Rockledge Roads. The changes in the rezoning are a result of fine tuning of the
proposed plats.
The Town of Vail is applying for zoning on property which was previously unzoned. This property
was obtained by the Town of Vail under the Land Ownership Adjustment Agreement (LOAA)
with the United states Forest service. A portion of the land is proposed to 6e zoned
Primary/Secondary Residential. The Town is working with adjacent property owners who may
purchase this land from the Town. The remaining area will be zoned Natural Area Preservatibn
District which does not allow for development.
lr.BACKGROUND
This proposed resubdivision and zoning change is a one of the final steps in a Land Exchange
with the US Forest Service and the Town of Vail. The basic purpose of the exchange is to
rernove Forest System lands from within the Town boundary and to acquire Forest System
Lands that have public or private improvements. One of the critical reasons why the Forest
Service was interested in the Exchange was to address private and public encroachments on US
Forest Service Lands. Lands owned by the Forest Service on Rockledge Road and Ptarmigan
Road were the major issues of concern regarding encroachments.'
In the early 90's, the Vail Town Council directed statf to begin working with the Forest Service to
address encroachments on Forest System lands and to identify ways to discourage private
exchanges around the Town of Vail. On Rockledge Road residents requested that the Town
initiate an exchange to address encroachments on Forest System lands. Residents on
Ptarmigan were very interested in protecting a 4.25 acre parcel on the South Side of Ptarmigan
Rd. In 1994, the community completed the Vail Comprehensive Open Space Plan which
identif ied properties that should be considered for a land exchange. In June, 1995 the Town of
Vail and the U.S. Forest Service signed an agreement to initiate a land exchange. The original
proposal for the land exchange involved 4 parcels of TOV land totaling 77 acres and 1 1 parcels
of USFS lands totaling 'l 10 acres. The exchange removes Forest Service lands from within the
Town of Vail and involves a number of de-annexation actions to remove areas the Town of Vail
would not acOuire.
In December of 1997, the Town and Forest Service exchanged titles to the involved parcels of
land and now owns the lands identified in exhibits attached located on Rockledge and Ptarmigan
Rd. Throughout the land exchange the Town has worked with property owners on Ptarmigan and
Rockledge to develop a means for residents to acquire the land where they have physical
improvements on Forest Service lands. This subdivision is now occurring simultaneously with the
zoning application. Lands conveyed to private property owners will be deed restricted so that
development can not occur on any land the Town acquired from the Forest Service and is noted
on the plat as well. However, the Town believes that the zoning on the property that will be
conveyed to adjacent property owners needs lo have the same zoning to take advantage ot
additional GRFA and sile coverage. This will involve zoning that land which will be conveyed to
adiacent property owners to the Primary/Secondary District. Tract A on both plats and the parcel
'on the south side of Ptarmigan Road will, however, be zoned to Natural Area Preservation
District since the intention with these parcels has always been to be maintained as open space.
III. CR]TERIA
The PEC shall make the following findings before granting approval of a zone change request:
1) ls the existing zoning suitable with the existing land use on the site and adjacent
land uses?
The purpose of this major subdivision and rezoning is to address private encroachments
on what is now Town of Vail property. The rezoning will be consistent with the zoning
directly adjacent to the exchange properties on Rockledge Road and Ptarmigan Road.
2) ls the amendment preventing a convenient workable relationship with land uses
t
3)
4)
consistent with municipal objectives.
The amendment will facilitate legal access to both Rockledge and Ptarmigan roads.
Completing this exchange and conveying the encroached upon lands to the adjacent
property owners fulfills long stated oblectives identilied in the Land Ownership Adjustment
Agreement, the Land Use Plan, and the Comprehensive Open Lands Plan.
Does the rezoning provide for the growth ol an orderly viable community?
Addressing long standilg private encroachments on public property helps to support a
viable orderly community by not having private residential structures exist without legal
access and clouded titles.
ls lhe change consistent with lhe Land Use plan?
section 1.9 of the Land Use Plan on page 7 states that National Forest land which is
exchanged soled or otherwise falls into private ownership should remain as open space
and not be zoned for private development. This reference refers to private exchanges.
The exchange with the Forest service with the Town was a public exchange to proiect
open space that may have been disposed off by the USFS. The 4.ZS acres of open
space acquired from the Forest Service on the south side of Ptarmigan Road will be
protected by deed restrictions and zoning. The land conveyed to individual home owners
will also be deed restricted and will not allow development on lands acquired from the
Forest service. This zoning request will facilitate the resolution of long standing
encroachments oJ private roads, structures, landscaping on public property. On page 10
of the Land use Plan, the Plan acknowledges that the Town and the usFS need'to work
together to address lands that were identilied for possible disposal. Lands on Ptarmigan
Road and Rockledge Road were designated as such because of the private and public
encroachments on these properties. This suMivision and rezoning will help facilitate the
resolution of these encroachments.
IV. STAFF RECOMMENDATTON
Staff recommends approval of this major suMivision and zoning requests subject io the
following linding:
That the proposed zone districts are compatible with and suitable to adjacent uses, are
consistent with the Town's Land Use Plan and Zoning Regulations, and are appropriate
tor the area and that the major subdivision is consistent with the criteria and standards of
Title 13, Subdivision Regulations.
F:\EVE RYONE\PEC\I4EMOS\98\TOVREO26.DOC
3
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Design Review Action Form
TOWN OFVAIL
Project Name: Raethcr Residence
Project Description: Revise Drivcway Plan
Owner, Address and Phone:
ArchitecVContact, Address and Phone: Noel Rollins, RDC, Inc., 1617 Wazee Street, Suite 2-C, Denver, CO.
80202 303.623.3355
Project Street Address: 278 Rockledge Road
Legal Description: Lot 15, Block 7, Vail Village First Filing
Parcel Number:
Comments:
Project#:
BuildingName:
Motion by:
Seconded by:
Vote:
Conditions: Approved per plans dated 6128199
Town Planner: George Ruther
Date: 6128199
Board / Staff Action
Action: Approved
DRB Fee Pre-Paid:
o
De sign Review Action Form
TOWN OFVAIL
Proiect Name: Raether Residence
Project Description: New in-ground gunite spa
Owner, Address and Phone: Paul & Wendy Raether,278 Rockledge Road, Vail, CO 81557
Architect/Contact, Address and Phone: it6'#X!_:S$"rt Pool and Spa, PO Box 2670, Vail, CO
Project Street Address: 278 Rockledge Road
Legal Description: Lot 15, Block 7, Vail Village First Filing
Parcel Number: 210l-071-14-009
Comments:
Building Name:
Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Brent Wilson
Date: 3l3ll99
Board / Staff Action
Action: StaffApproved
F:\EVERYONE\DRB\APPROVAL\99\RAETHER.WPD
DRB Fee Pre-Paid: $20.00
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MEMORANDUM
TO: Town Council
FROM: Community Development Department
DATE: August4, 1998
SUBJECT: An appeal of a Design Review Board decision conditionally approving the Raether
new single-family residence, located at 278 Rockledge Road/Lot 15, Block 7, Vail
Village 1st.
Appellants: Paul Raether, represented by Noel Rollins of Resort Design
Collaboraiive Intemational Planner: George Ruther
I. SUBJECTPROPERTY
Raether residence, located at 278 Rockledge Road/Lot 15, Block 7, Vail Village 1st.
II. STANDING OF APPELLANT
The appellant has standing to file this appeal, as he is the owner of the subject property.
III. BACKGROUND
The appellant, Paul Raether, represented by Noel Rollins of Resort Design Collaborative
International, is proposing to construct a new single-family residence. The new residence will
replace an existing residence on the property.
On July 15, 1998, the appellant's representative appeared before the Town of Vail Design Review
Board for a final rEview. Following a site viEit to the appellant's property and a public hearing
discussion, the Design Review Board voted unanimously to approve the new single-family
residence with conditions. One of the conditions required that the appellant save a 40-50 foot tall
spruce tree on the property. In order to save the tree, the location of the new residence has had to
be changed. The appellant was intending lo remove the tree and mitigate the loss by replanting
specimen trees on the property.
IV. NATURE OF THE APPEAL
The appellant believes that there are benefits that can be achieved by removing and replanting
specimen trees that outweigh saving the existing tree.
V. REOUIREDACTION
Uphold/Overtum/Modiff the Design Review Board's conditional approval of the Raether residence
proposal.
The Town Council is required to make findings of fact in accordance with the Town of Vail
Municipal Code. The following finding is proposed:
Finding: The Town Council finds that the Design Review Board's decision to approve
with conditions the proposed Raether residence was proper and in
accordance with the provisions of Title 12, Zoning Regulations and that the
tree should be saved.
Staff recom ds that the Town Council uphold the Design Review Board's conditional approval
of the residence, subject to the finding above.
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VAIL TOWN COUNCIL
WORK SESSION
TUESDAY, AUGUST 4, 1998
2:00 P.M. AT TOV COUNCTL CHATUBERS
AGENDA
NorE: Times of items are approximate, subject to change, and cannot be relied upon to determine at what time Council will consider an item.
1.
George Ruther
NoelRollies
2.
Dominic Mauriello
Rob Levine
5.
Sybill Navas
4.
Larry Grafel
5.
site visit and appeal of a Design Review board decision approval requiring
the relocation of a proposed single-family residence in order to preserve a
40-50 foot tall spruce tree on the development site at the Raether residence,
located at 278 Rockledge Road/Lot 15, Block 7, VailVillage 1st. (Noel
Rollies is with Resort Design Collaborative Intemational) (40 mins.)
ACTION REOUESTED OF COUNCIL: Uphold, overtum, or overturn with
conditions, the decision of the Design Review Board.
STAFF RECOMMENDATION: The Community Devetopment Department
recommends that the Vail Town Council overturn with conditions the
decision of the Design Review Board requiring the relocation of the
proposed single-family residence in order to preserve a 40-50 foot tall
spruce tree.
A work session to discuss a potential major exterior alteration in cc2 and
the establishment of a special Development District for the Anflers at Vail.
located at 680 w. Lionshead Pl./ Lot 3, Block 1, vail Lionshead 4th Filing.
Applicant Antlers condominium Association, represented by Robert Levine.
(1 hr.)
AcrloN REQUESTED oF couNclL: preliminary discussion/direction to
applicant on proposal.
BACKGROUND RATIONALE: Inctuded in your packet is pretiminary
proposal by the Antlers condominium Association. The applicant is seeking
preliminary input from the Town Council regarding potential Special
Development District and major elterior alteration applications for the
Antlers property.
The applicant will be making a presentation to the Town Council and is
hoping to gain some insight about the direction they are heading.
No decisions are being requested of the Town Council at this time.
The applicant has received input from the DRB and the pEC. The biggest
concerns by these boards revolve around the design proposed. The
general consensus of these Boards is that the architectural style is just a
continuation of the poor architecture already existing in Lionshead. The
scale, if brought into compliance with the design standards for Lionshead,
was thought to be heading in the right direction.
STAFF RECOMMENDATION: No recommendation at this time.
Discussion of Vail Youth Recognition Award Criteria. (30 mins.)
Village Core Construction Update. (10 mins.)
Information Update. (10 mins.)
6. CouncilReports. (10 mins.)
Z. Other. (10 mins.)
8. Adjoumment - 4:50 p.m.
NOTE UPCOMING MEETING START TIMES BELOW:
(ALL nMEs ARE APPRTTT j j jrr*t ro C'|ANGE)
THE NEXT VAIL TOUVITI COUNCIL REGUT.AR WORK SESSION
WILL BE ON TUESDAY, 8/11/98, BEGINNING AT 2:00 P.M. lN TOV COUNCTL CHAMBEdS.
THE FOLLOWING VAIL TOWN COUNCIL REGULAR WORK SESSION WILL BE ON TUESDAY, 8/18198, BEGINNING AT 2:00 P.M. lN TOV COUNCTL CHAMBERS.
THE NEXT VAIL TOWN COUNCIL REGULAR EVENING IIEETING
WILL BE ON TUESDAY, 8r18198, BEGINNING AT 7:00 P.M. lN TOV COUNCTL CHAMBERS.ililil1
Sign fanguage interpretation available upon request with 24 hour notification. please .Elll 47g-2332voice or 479-2356 TDD for information.
C:\AGENDAWS
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COMPAIIIYI Town of Vail -Community planning
rMI& NOEL EMERSON ROLLINS, ASSOC. AIA
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DENVER SAN FRANCISCO
12-11-5
toured to blend with the existing natu-
ral undisturbed terrain within the prop-
erty boundary.
2. Building siting and access thereto
shall be responsive to existing fea-
tures of terrain rock outcroppings,
12-1 1 -5
or brick shall be permitted. Plywood
siding shall not be permiited.
2. The same or similar building materi-
als and colors shall be used on main
structures and any accessory struc-
tures upon the site.
3. Exterior wall colors should be com-
patible with the site and surrounding
buildings. Natural colors (earth t6nes
found within the Vail area) should be
utilized. Primary colors or other bright
colors should be used only as accents
and then sparingly such as upon trim
or railings. All exterior wall materials
must be continued down to finished
grade thereby eliminating unfinished
loundation walls. All exposed metal
flashing, trim, flues, and roof top me-
chanical equipment shall be anodized,
painted or capable of weathering so
as to be nonreflective.
4. The majority of roof forms within
Vail are gable roofs with a pitch of at
least four feet (4') in twelve feet (12').
However, other roof lorms are al-
lowed. Consideration ol environmental
and climatic determinants such as
snow shedding, drainage, and solar
exoosure should be inteoral to the
root design.
5. Roof lines should be designed so
as not to deposit snow on parking
areas, trash storage areas, stairways,
decks and balconies, or entryways.
Secondary roofs, snow clips, and
snow guards should be utilized to
protect these areas from roof snow
shedding if necessary.
6. Roof surfacing materials shall be
compatible with the side and sur-
rounding buildings. The predominant
3. Bemoval of lrees, shrubs,
native vegetation shall be
removal of those essential
opment of the site or those
as diseased.
and other
limited to
f or devel-
identified
c.
tion shall be revegetated. lf neces-
sary, the Design Review Board may
designate allowable limits of construc-
tion activity and require physical barri-
ers in order to preserve signilicant
natural features and vegetalion upon
a site and adjacent siteS during con-
struction.
5. All projects shall be designed so as
to provide adequate snow storage
areas for snow cleared from the park-
ing areas and roadways within the
project.
Building Materials And Design:
1. Building materials shall be predomi-
nantly natural such as wood siding,
wood shakes, and native stone. Brick
is acceptable. Where stucco is uti-
lized, gross textures and surface fea-
tures that appear to imitate other
materials shall be avoided. Concrete
surlaces shall be treated with texture
and color if used, howevel exposed
aggregate is more acceptable than
raw concrete. Neither aluminum steel,
nor plastic siding, nor simulated stone
Toun of Vail
fo
TOWN OF VAIL
Ofice of the TbwnAttorney
75 South Frontage Road
Vail, Colorado 81657
97047 9 -2 1 07/Fat 970-479-2 I 5 7
July 21, 1998
vrA TELECOPTER (303) 837-1968
Elizabeth C. Darling, Esquire
Steiner, Darling, Hutchinson & Wilson, LLp
Seventeenth and Grant
303 East l Tth Avenue, Suite 850
Denver, CO 80203
Re: Raether Property
Dear Ms. Darling:
Attached is a revised Ordinance No. 11, rezoning that portion of the property acquired by the Town
in the Land Ownership Adjustment Agreement from the United States Forest Service that will be
conveyed to Paul Raether. This will be considered by Council upon first reading at this evening's
Council meeting.
If you have any questions or comments please contact me.
Town Attomey
RTIWaw
xc: Russell Fonest'/
George Ruther
Arthur A. Abplanalp, Jr., Esquire
Paul Heffron
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ORDINANCE NO.II
Series of 1998
AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP FOR THE TOWN OF VAIL IN
ACCORDANGE WTH TITLE 12, ZONING REGULATIONS, CHAPTER 5, ZONING MAP;
APPLYING ZONE DISTRICT DESIGNATION TO A PORTION OF UNZONED PROPERW
PREVIOUSLY OWNED BY THE UNITED STATES FOREST SERVICE AND TMNSFERRED
TO THE TOWN OF VAIL PURSUANT TO THE LAND OWNERSHIP ADJUSTMENT
AGREEMENT TO PRIMARY/SECONDARY RESIDENTIAL DISTRICT FOR PROPERW
LOCATED AT ROCKLEDGE ROAD/PORTIONS OF UNITED STATES FOREST SERVICE
LOT 3, BASED UPON THE PROPOSED FINAL PLAT (NOT YET RECORDED) OF
RocKLEDGE FoREsr suBDrvrsroN pREpARED By DENNTS SHELHoRN ls Jbe No.
0332.002 DATED FEBRUARY 25, 1998.
WHEREAS, the Town Council wishes to implement the Land Ownership Adjustment
Agreement with the United States Forest Service by zoning property acquired by the Town of
Vail; and
WHEREAS, the Town Council finds that thls zone designation is compatible with and
suitable to adjacent uses, is consistent with the Town's Land Use Plan and Zoning Regulations,
and is appropriate for the area; and
WHEREAS, the Planning and Environmental Commission of the Town of Vail has
recommended appioval of this zoning map amendment at its July 13, 19gg meeting; and
WHEREAS, the Town Councilconsiders it in the interest of the public health, safety, and
welfare to amend the official Town of Vail Zoning Map.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF
VAIL, COLORADO, TFIAT:
section 1. The official Zoning Map of the Town of Vail is hereby amended as
follows:
The western portion, immediately adjacent to Lot 13, Block 7, Vail Village First Filing, of previously unzoned property owned by the United States Forest Service and transfJrred to the
Town of Vail pursuant to the Land Ownership Adjustment Agreement to Primary / Secondary
Residential District for property located at Rockledge Road/portions of United Siates Forest'
9"ryif Lot 3, based upon the proposed Final Platlnot yet recorded) of Rockledge Forest
Sttbdivision prepared by Dennis Shelhorn as Job No. 0332-OO2 dated February iS, tSSa lsee Exhibit A attached).
section 2. lf any part, section, subsection, sentence, clause or phrase of this
ordinance is for any reason held to be invalid, such decision shall not eftea tne validity of the
r er r rair tit tg pur lior rs of rhis oroinance; and tne I own L;ounctl hereby declares it would have
passed this ordinance, and each part, seclion, subsection, sentence, clause or phrase thereof,
regardless of the fact that any one or more parts, sections, subsections, sentences, clauses or phrases be declared invalid.
Section 3. The Town Council hereby finds, determines and declares that this
ordinance is necessary and proper for the health, safety and welfare of the Town of Vail and the
inhabitants thereof.
Ordinance No. 1'l , Series of 1998
oo ol
Section 4. The a-mendment of any provision of the Vail Municipal Code as provided
in this ordinance shall not affect any right which has accrued, any duty imposed, any violation that occurred prior to the effective date hereof, any prosecution iommenced, nor any otnei-action or proceeding as commenced under or by virtue of the provision amended. Tire amendment of any provision hereby shall not revive any provision or any ordinance previously
repealed or superseded unless expressly stated herein.
section 5. All bylaws, orders, resolutions and ordinances, or parts thereol inconsistent herewith are repealed to the elrtent only of such inconsistency. This repealer shall
n_ol be construed to revise any bylaw, order, resolution or ordinance, or pdrt thereof, theretofori repealed.
INTRODUCED, READ ON FIRST READING, APPROVED, AND ORDERED
PUBLISHED oNcE lN FULL oN FtRsr READTNG this 21st day of July, 1998, and a pubtic
hearing for second reading of this Ordinance set for the 4th day of August, 1g9g, in the Council
Chambers of the Vail Municipal Building, Vail, Colorado.
a
Robert E. Ford, Mayor
Attest:
Lorelei Donaldson, Town Clerk
READ AND APPRoVED oN sEcoND READTNG AND ORDERED puBLlsHED _ firis
4th day ofAugust, 1998.
Robert E. Ford, Mayor
Attest:
Lorelei Donaldson, Town Clerk
Ordinanoe No. 11 , Sedes of 1998
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ITEM MAY AFFECT YOUR PROPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission of the Town of
Vail will hold a public hearing in accordance with Section 12-3-6 of the Municipal Code of the
Town of Vail on December 14, 1998, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request to amend the Town's "Public Accommodation" Zone District, Chapter 7 and
amendments to Chapter 15, Gross Residential Floor Area (GRFA), Town of Vail Municipal
Code.
O
THIS
Johannes Faessler, represented by Braun Associates, lnc.
George Ruther
A request for a minor subdivision to relocate an existing property line, located at 2695 Davos
Trail/ Lots 16 and 17, Block B, Vail Ridge.
Applicanl: Randall J. Fischer Planner: Jeff Hunt
A request for a final review for a major amendment to Special Developmenl District #6, Vail
Village Inn, to allow for a hotel redevelopment, located at 100 East Meadow Drive, Lots M and
O, Block 5D, Vail Village 1st.
Applicant: Daymer Corporation, represented by Jay Peterson Planner: George Ruther
A minor subdivision request for Lot 15, Block 7, Vail Village First Filing, transfening a porlion of
Government Lot 3, obtained by the Town of Vail from the United States Forest Service, pursuant
to the Land Ownership Adjustment Agreement, to Lot 15, Block 7, Vail Village First Filing.
Applicant: Town of Vail Planner: Dominic Mauriello
The applications and information about the proposals are available for public inspection during
regular office hours in the project planne/s office located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign fanguage interprelation available upon request with 24 hour notification. Please call 479-
2356, Telephone for the Heafing lmpaired, for information.
Community Development Department
Published November 27, 1998 in the Vail Trail.
Applicant:
Planner:
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Qucstionsfll thc Pla:ining Stail'ri 479-; l2S
APPLICATTON FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is for any projcct rcquiring Dasign Rcvicrv approval. Any projcct rcquiring dcsigrr review must
rcccivc Dcsign Rcvicw approval prior to submitting for a building pcrnrit. For specific information, see the subnittal
rcquircnrcnts for thc particular approval that is rcquqstcd. Thc application cannot be accepted until all the requircd
infornration is submittcd. Thc projcct may also nccd to bc rcvicrvcd by thc Town Council and,/or thc Planning and
Environnrental Comnrission. Dcsign Rcviov Board approval expircs onc ycar after final approval unlcss a
building pcrmit is issued and construction is startcd.
B.
c.
D.
E,
F.
U.
DESCRTPTToNoFTHEREQUEST: Stnqle Finil\ %)JJ
PHYSICAL ADDRESS:
PARCEL#.A\il. o (Contact Eaglc Co. Asscssors Office at 970-328-8640 for parcel #)
ZONING:
NAME OF OWNER(S)&"^i (,l.-'e^ 5 Ro..+To-
MAILING ADDRESS:o KK( Qat.'+5 ,'^Jf 5a.€ +rs., N
PHONE:
owr\ER(s) STGNAT URE(S) :
NAME OF APPLICANT:
MAILING ADDRESS:
PHONE:
TY,PE OF REVTEW
Ef Ncw Constructi
FEE:
on - $200 Construction of a new building.
Includcs any addition rvhcre square footagc is addcd to any rcsidcntial or
comrncrcial brii lding.
lncludcs nrinor changcs to buildings and site improvements. such as,
rcroofing. painting, windorv additions. landscaping, fenccs and retaining
walls, etc.
DRB fccs are to be paid at the time of submittal. Later. whcn applying for a building pcnnit. pleasc identifo
thc accuratc valuation ofthc projcct. TheTownof Vait rvill adjust the fcc according to thc projcct valuation.
PLEASE SUBMIT THIS APPLICATTON, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF COIIIMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD,
VAIL. COLORADO 8I657.
H.
tr Addition - $50
E l\{inor Altcration - $20
TOWNOFVAIL
LOCATION OF PROPOSAL:BLOCK: 7 FILINC:
04/2a/97 MON
BUTLDNG MATERIALS:
PSA VAIL
LIST OF PROPOSED MATERIALS
TrscqlbR.
10: 48 FAX 1 S70 4608 476 o -'J-+ PSA DENVER
COLOR:*
B oo4
Roof
Siding
Othcr Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Haud or Dcck Rails
Flues
Flashings
Chintncys
Trash Enclosurcs
Greenhouses
Retaining Walls
Extcrior Lightingt t
Other
+ Please specify the manufacturcr's color, number and attach a small color chip
*+ All exterior lighting must meet the Town's Lighting Ordinurce 18.54.050(J). If exterior liglting is proposed
please indicate the number of fixhres and locations on a separate lighting plan. Identifr each fixture type and provide
the height abdve grade, lumans output, luminous area, and attach a cut sheet ofthe lighting fixhues.
o
o
o
o
o I
04/2E/97 MON 10:48
PROPOSED TREES
AND SHRUBS:
EXISTING TREES TO
BEREMOVED:
GROUND COVER
SOD
SEED
IRRICATION
TYPE ORMETHOD OF
EROSION CONTROL
4606 PSA VAIL
PROPOSED LANDSCAPING
-'J-, PSA DENVER FAx I 970 476
U
E oos
l_
W@ -q$-eiq€
*Minimunr requirements for landscaping:deciduous trecs - 2 inch caliper
coniferous hees - 6 fcet in hcight
,
OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc.) Please specify. Indicato top and
bottom elevations of retaining walls. Maximum height of walls wi thin the front setback is 3 feet, Maximum beight of
walls elsewhere on tbe prop€rty is 6 -f€et.
L,r {r r i\ |
!
e o
h
{
l\.1 +
H fi
\5 7 s
g
t\
)s
A
$
$
u
R \)
F
\s 7 tr 1n i tal
o o
o
o
o
o o
Mav 15. 1998
Date Received
ilAY 18 1ss8
Pierce, Seterberg & Associates
Architects, PC.,A-1.A.
Main Olfice
1000 S. Ffontate Roed VV
Vail, CO 8l657
fox: 970 476 4608
phone:970 476 4433
Denver Offlce
l6l7 Wazee Street
SLr ite C2
Denver, CO B0202
fox: 303 623 2262
phone:301 623 3355
Ms. Christie Barton - Town Planner
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
Re: Pre-Application Meeting on May 14th,278 Rockledge Road
Dear Ms. Barton:
Thank you for meeting with me yesterday conceming the Raether Residence
located at 278 Rockledge Road. This letter is intended to document our discussion.
1 . It is our intention to move the structure East of it's current position approximately 20
feet, tltis will in turn allow for better accessibility of the driveway and will displace a
large tree. This displaced tree will either be relocated and/or removed. Due to the
displacement, it is our intention to add a minimum of six (6), new I 8' to 22' foot Blue
Spruce Species throughout the site. DRB will review this proposal.
2. The design ofthis residence creates a need for two curb cuts, one at the driveway and
one at the formal entry. Due to the substantial grade change across the site and overall
boundaries, we felt two methods of accessibility would be substantiated. DRB will
review this proposal.
3. Setbacks are noted for this lot as 20' feet to the front. and 1 5 ' feet to the sides and
back.
4. Documentation of title will be included with the application submittal.
5. The allowable GRFA was collectively determined to be 4,888 sq. ft.
6. The purchase of the southernmost parcel (including2394 sq.ft.) is in process between
Mr. and Mrs. Raether and the Town of Vail Attomey. This parcel is incorporated in this
project and a Quit Claim Deed has been issued with Holy Cross Electric to vacate the
l0'-0" easement to the south.
7. The project will include a minimum of 60% landscaped area, as noted by you.
8. Height Restricfion will be determined by a supplied interpolation topography.
9. This project site was determined to not be located tn aHazwd area, including
avalanche, debris, and rockfall.
10. No site walls over 6'-0" tall will be permitted. Site walls over 4'-0" shall bear a
structural engineer's stamp.
11. Three parking spaces will be incorporated based on the overall square footage ofthe
project.
12. Converts and driveway pans will be noted on drawings.
If you have any questions or comments, or would like to add any notes I may have
missed, please do not hesitate to call.
Best Regards,
The Resort Design Collaborative International
(formally knovm as Pierce Segerberg Architects)
Noel Emerson Rollins, Associate AIA
..t^l !l
-LAND TITLE GUARANTBE COMPANY
al4lqt
hnr-v Lo boqi\e [,u\11gr
I
ELIZABETH DARLING
303 E 17TH AVE. #850
DENVER, CO 80203
u:,+ln l!]g4LD9'
i
Dear Customer:
-a
Land Title Guarantee Company is pleased to provide you with i'your Owner's Title Insurance Policy. This valuable document
insures good and marketable title to your propert.y. Please
review the policy in its entirety. we at Land Title Guarantee
Company believe in providing you, our customer, with a gualiE.y
product which wiII serwe your needs.
In the event you do find any discrepancy, or if you have any
questj-ons or comments regarding your final policy, please
contact Ehe following department and we will gladly handle any
request you may have as efficient,ly and quickly as possible.
TITLE DEPARTMENT
TELEPHONE # (970) 476-225L
FAX # (970)476-4534
PLEASE REFER TO ORDER NO. V254234
Should you decide Lo sell the property described in Schedule A, or if you are required to furnish a new title commitment
for morEgage purposes, you may be entitled Eo a credit toward future tiEle insurance expenses. Land Title Guarantee Company
will ret,ain a copy of Ehe enclosed title policy, and in the
event you do need fuLure services, we will be in a position to
again serve you prompEly and efficiently.
Thank you very much for giving Land Title Guarantee Company
the opportunity to serve you.
Form OEC a,/95
Order No. V254234
^-.
-Policy No. LTEI254234B
AmounE $4, 055, 000 . 00
SCHEDULE A
THIS POLICY IS ISSUED IN LIEU OF POLICY# LTEI254234A, WHICH IS
HEREBY CANCELLED.
Address
LOT 15 BLOCK 7 VAIL
VILI.AGE
The Policy Amount will automatically j-ncrease by 10 percent of
the amounE shown above on each of t.he first. five anniversaries
of Ehe Policy Dat.e.
Policy Date: Decen0cer 31, 1995 at 5:00 P.M.
1. Name of fnsured:
PAUL E. RAETHER and WENDY S. RAETHER
2. Your int.eresc in the land covered by this Policy is:
A Fee Simple
3. The land referred to in this Policy is described as follows:
LOT 15, BLOCK 7, VAIL VILLAGE, FTRST FILING, ACCORDING TO THE
RECORDED PLAT THEREOF, COUNTY OF EAGLE, STATE OF COLORADO.
Form 2755-7 /80 licy No. LTEI254234B Order No. v254234
SCHEDULE B
1.
2.
In addition to the Exclusions, you are not insured against
1oss, costs, Attorneys' fees, and expenses resulEing from:
1997 TAXES NOT YET DUE OR PAYABLE AND ASSESSME}i"TS NOT YET CERTIFIED TO THE
TREASURERS OFFICE.
RIGHT OP PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOIJND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN I]NITED STATES PATENT RECORDED SepLEmber 14, ],923, IN BOOK 93
AT PAGE 98.
3. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SepEeTn]ceT 14,
A923, IN BOOK 93 AT PAGE 98.
5.
RESTRTCTIVE COVENA}NS WH]CH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE,
BUT OMTTTTNG RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELTGION, OR
NATIONAL ORIGIN, AS CONTAINED rN INSTRUMENT RECORDED August 10, a962, IN
BOOK 174 AT PAGB 179, AND INSTRUMENT RECORDED APRIL 10, 1981 IN BOOK 321 AT
PAGE 423.
AGREEMENT BETWEEN VAIL ASSOCIATES, LTD., A COLORADO LIMITED PARTNERSHIP AND
GAS FACILITIES, INC., A COLORADO CORPORATTON RECORDED IN BOOK 183 AT PAGE
]-57 .
6. EASEME}ITS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE
RECORDED PLAT OF VAIL VILLAGE, FIRST FILING, INCLTIDING BUT NOT LIMITED TO:
TEN FOOT UTILITY EASEMENT ALONG THE SOUTHERLY LOT LINE OF SUBJECT PROPERTY
AS SHOWN ON THE RECORDED PI,AT OF VAIL VILLAGE, FIRST FILING.
7. UNDERGROUND RIGHT OF WAY AND EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC
ASSOCIATION, INC. IN DOCUMENT RECORDED AUGUST 29, 1974 IN BOOK 236 AT PAGE
235.
B. DEED OF TRUST FROM PAUL E. RAETHER and WENDY S. RAETHER TO THE PUBLIC
TRUSTEE OF EAGLE COUNTY FOR THE USE OF JULTANNA DEWS TO SECURE THE SUM OF
$3,065,000.00, RECORDED December 31, 7-996, IN BOOK 715 AT PAGE 70.
ANY PROVISIONS IN THE CONDITIONS AND STIPULATTONS OF THIS POLICY REFERRING
TO ARBITRATION ARE HEREBY DELETED.
Page
Page 2
Your Title Insulance |hry
ALTA Besidential Form, Bev 1987
0ne-To-Four Family Residences 0nly
OWNER'S INFORMATION SHEFT
Your Title lnsurance Policy is a legal contracl betvveen you and 0ld Republic
Nationa I Title lnsurance Company
It applies 0nly to a 0ne.toJour family residential lot or a condominium unit lf your land ts not either 0f these, contacl us
immediately
The Polrcy insures you against certarn risks to your land These risks are
listed on page two of the Policy
The Policy is limited by:. Exclusions on page 2.o Exceptrons on Schedule B . Conditions on pages 3 and 4.
You should keep the Policy even if you transfer the title to your land.
lf you want t0 make a claim see ltem 3 under Conditions on page 3
You do not owe any more premiums fOr the POlicy
This sheet is n0t y0ur Insurance Policy lt rs only a brief outline of some of the
important Policy features The Policy explains in detailyour rights and obliga'
tions and our rights and 0bl gati0ns S nce the Policy--+nd not thrs sheet--rs the legal
doc umen t,
YOU SHOULD READ THE POTICY VERY CAREFULTY.
lf you have any questions about the P0licy. c0ntacl the issuing Office.
TABTE OF CONTENTS
PAG E
2
2
2
INSEBT
INSERT
2
CONDITIONS
1 Delinrtions
2 Continuation of coverage
3 How to Make a Claim
4. Our Choices when You Notify Us of a Claim
5. Handling a Claim or Court Case
6 Limitati0n of the Company's Lrability
7. Transfer of Your Bights
B Arbrtration
9 Our Liabil ty 1s Lrmited to This Policy
PAGE
3and4 OWNER'S COVERAGE STATEI\4ENT
COVERED TITTE RISKS
COMPANY'S DUTY TO DEFEND AGAINST COURT CASES
SCHEDULE A
Polrcy Number. Date and Amount
1 Name of Insured
2. lnterest in Land Covered
3 Descnption of the Land
SCHEDULE B-EXCEPIIONS
EXCLUSIONS
0BT Fo.|n 375 0 ' ALIA Sesidenlial lltle Pcllcy 16 l 87)
lconmued fron nsde back fla\)
We will pay up t0 your actual loss or the Polic\/ Amount in force
when the claim is made-whichever is less
lf we remove the claim agarnst your title within a
reasonable time after receivrng notice 0f it, we will have no
further liability for it lf you cannot use any of your land because
of a claim against y0ur title, and you rent reasonable substitute
land or facrlities, we will repay you for your actual rent until.
the cause of the claim is removed. or
we settle vour claim
When we settle a claim, we have all the nghts you had against any
person 0r property related to the claim You must transfer these rrghts
t0 us when we ask, and you must not do anything to affect these
rights. You must let us use your name in enforcing these rights.
8
lf it is permitted in your state. you or the Company may demand arbi-
tratr0n
The arbitration shall be binding on both you and the Company The
arbitration shalldecide any matter in dispute between you and the
Company
The arbitration award may:. include attorneys'fees if allowed by state law . be entered as a judgment in the proper court
6 Linitation of lhe Company's Liabiltty
c. The Policy Amount wrll be reduced by all paymenls made under
e.
this Policy-except for c0sts, attorneys' fees and expenses
The Policy Amount will be reduced by any amount we pay to our
Insured h0lder of any mortgage shown in this Policy or a later
mortgage given by you
lf you do anything t0 aflect any right of recovery you may have,
we can subtract from our liability the amount by which you
reduced the value oI that riqht
/. Transfer of Your Rights
We will not be liable to you if we do not pursue these rights or if we
do not recover any amount that might be recoverable.
With the money we recover from enforcing these nghts. we will pay
whatever part 0f your loss we have not paid We have a right t0 keep
what is left
Arbitratton
The arbrtratton shall be under the Title Insurance Arbttrati0n rules 0f
the American Arbitratr0n Association You may choose current Rules or
Rules in existence on Policy Date
The law used in the arbitration rs the law 0f the place where the
property is located
You can get a copy 0f the Rules from the Company
9 )ur Liability is Lintted to this Policy
This Policy, plus any endorsements, is the entire contract between you
and the Company.
lssued through lhe ]tfice ol
TAI{D TFI,E GUAMNTEE COMPANY
108 S. FBONTAGE BOAD WESI
'203 P0 Box 357
vAtL, c0 81658
(970) 476-2251
{97014i6-4534 FM
Any claim you make against us must be made under this Policy and ts
subject to its terms.
OTD REPUBIIC TATI(ITAT I|IIE ITSURATCE COMPAIIY
A Slock Conpany
400 Second Avenue S\ulh, Minn Dolis. Minnes\la 55401
l6t2 371-t I t I
8y
Aftest4r Ez/y',*,,,,0
Authorued Signalory
C lrl+tr = MmlgAnnAA.
-l
" V) @4aoarq
E?
@z>
As Pictured #
WALL 61ll
Er*iii
6112 17+ 9+ 13
6.22 22 12+ 16
6132 26+ 15 19+
6142 30+ 17+ 23
a
HIVP 17+ 9+ 5+22 72+ 6+
26+ 15 8
30+ \7+ 9+
BRACKET
E3)
C
POST
6114 17+ 9* sq.
6124 22 12i sq.
6134 26+ 15 sq.
6744 30+ t7i sq.
6113 20+
6123 26
t)IJJ JT
6143 36
1?* cn
1( cn
17* sq.
f*Ft
t|
J
d
l|
t
BEGA
sL
Fecessed ow voltage luminatre
!v (h nlegral 120V-12V transformer
;:-^:,5.i .!rcc c.rA:ai lPns
benrni die cast alumrnuril
louve'3d iacePla:3.
ir.crch \arxno.
Cclcr B ack or whi:e.
S!]c: ied vri:h 2CW G.l lamp.
2337 O:enrng 2 3/6'x6ts/$' x 4'
La|;, p Lumen A
2837 S3cessed @ I 2c!v ca i2\i 33/,a 7 t/a 4
Recessed luminaire with die
casi aluaninurn louvers and
temoered lvhite glass
Through vJiring
Colcr Elack or white
2037P Opening: 21''/t$' x 615//$' x 4'
2C33P Opening: 4' x 1Ot/2' x 4'
Lamp Lunen A B
2087P Recessed 1 7W 2L 4OO 3'/,e 7 t/a
IJ
04/21/97 lit0\ l0:48 FAX I
',r
U. S. West Communicattons
t-800-922-I987
468-6860 or 949-4530
Public Service CompanY
949-5781
Gary Hall
Holy Cross Elecfic Assoc.
949-5892
Tcd Husky/John Boyd
& Sanitation District +
416-7480
Frcd Haslcc
4608 PSA VAI L JJJ PSA DE\VER
This fornr is to vcriff servrcc availability and location for trew conskuction and should be uscd in conjunction
with prcparing your urility plan and s"h"duling installations. Thc location urd availability ofutilitics, whethcr
they Lc nuin trunk lines or proposed lincs, must bc approved and verified by the following utilities for the
accornpanying site plan.
2.
3.
{.OT-.- --- '\-',o'^-^'6
t O'- 3 0 4'f
* plcase bring a site plan, floor plan, and elcvations whegr obtaining Uppcr Eagle Valley Watcr & Sanitation
signah:rcs. Firc flow needs must be addressed.
NOTES:
t.If the utility verification form has signatures from each ofthe utility companies, and no
comments are made directly on the form, the Town will prcsume that there are no problems and
the development can proceed.
If a utility company has concerns with the proposed construction, the utility representative shall
note dircctly on the utility verification form that there is a problem which needs to be resolved'
The issue shoukl then be detailed in an attached letter to the Town of Vail. However, please
keep in mind that it is the responsibility of the uhlity company and the applicurt to resolve
identifi ed problems.
These verifications do not relieve the contractor of the responsibility to obtain a Public way
Permit from the Department of Public Works at the Town of Vail. Utilitv locations must be
obtained before dieging in any public righfof-way oI easement within the Town of Vail. A
@ oo6
t *
-,
-
o
o
ZONE CHECK
Addrcss
Orvncr
Lot sizc
za1.+
Total GRFA
Pbone
Proposcd use
Buildable arca
Proposcd Remaining
+'
+ 67 5 = 425 credit plus 250 addition
(30x33)
Front
Sidcs
Rear
6.e. tl r lqA
Minimum
Rcquire L- EnCIOSCC
(6a ffi'+\
Pnrrniftn,.l ql^.. o/r errrurrvu rrlvPl /o Proposcd Slope %
Ycs_ No
Ycs No
l) Pcrcent Slopc (< >30%)< 3o'/^
2) Floodplain
3) Wetlands ov- t.
4) Water Coursc Setback (30) (50
5) Geologic Hazards r, l f)K..
a) Snorv Avalanchc hlo
b) Rocldall
Architcct phonc
Zonc district
Allorved
+
Hcight
Sctbacks
Landscaping
Rctaining Wall Hcigbts
Parking
Garagc Credit
Drivcway
Complics with TOV Lighting Ordinancc
Arc finishcd grades less thar 2:l (50%)
Environm cntal,/Hazards
Is thc propcrty non-conforming?Dcscribc: Nu
c) Dcbris FIow
o
DESIGN REI'IEW CIIECKLIST
Projcct:
O sunvev
Scalc
Benchmark
Legal description
Lot Size
Spot elevations
tr SITE PLAN
Scale
CrawlWttic Spacc
EHU
Easements
Topography
l00yr. floodplain
Water Course Setback
Environmental Hazards
Trees
Utility locations
Building Heigbt
Encroachments
. Setbacks
___--___ Site Coverage
EaveVOverhangs (4')
DeckVBalconies
Garage connecfion
Site Grade\SloDc
RetainingWalls
Fences
Parking/Carage
TumingRadius
Driveway (access and grade)
Snow Storage
fI FLOoRPLANS
Scalc
CRFA
250 additional GRFA
tr BUILDn'IG ELEvATIoNS
Scalc
ColorMaterials
Roof Pitch
U LANDSCAPEPLAN
Existing trces
hoposed trees
Legend
MISCELLANEOUS
Condo Approval
Title report (A & B)
Utility verifi cation form
Photos ofsitc
Building material samples
C.O. Verification
Sun\Shade Anglcs
Utiliti es (underground)
View Corrioors
Varianccs
Plat restricti ons
Fire Access
TOWN OF VAIL
D epar tme nt of Co mmunity D eve lopme nt
75 South Fronnge Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
June 16, 1998
Noel Rollins
Resort Design Collaborative
1617 Wazee Street, Suite C-2
Denver, Colorado 80202
Re: Raether Residence 278 Rockledge Road/Lot 15, Block 7, Vail Village First
Dear Noel,
I have completed a preliminary review of your request for a new single family residence at 278
Rockledge Road. Upon completion of my review, I have determined that there are several
outstandlng issues which we need to resolve. The purpose of this letter is to inform you of the
issues which need to be resolved.
Please address the following issues:
1. please provide top/bottom wall elevations on all the proposed retaining walls. All walls
over four feet in height shall be reviewed and approved by a licensed engineer. The
maximum retaining wall height is six feet (three feet in the front setback area)'
Please provide a plant material list on the landscape plan. The list shall include the sizes
and quantities of all proposed materials.
Please provide an outdoor lighting plan The plan shall include the location, type and
manufacturer's specifications of all outdoor lighting'
According to the Municipal code, the maximum allowable GRFA on the site shall be
4,886 square feet. My cilculations indicate that you are proposing 4,960 square feet'
piease amend the plan so that the proposed GRFA does not exceed 4,886 square feet
total.
Please provide a building materials list. The list shall be presented to the DRB at the
conceptual hearing.
J
{p r""""to '^""^
6. In order to determine the proposed driveway grade, please provide proposed contours for
the garage driveway.
The Town's current regulations don't allow for two curb cuts. Please redesign or seek a
variance.
8. The architectural elevations do not meet the site plan grades. Please either provide the
conversion equation, or revise.
Please provide an encroachment agreement from the utility companies for building in the
easement or provide the completed vacation agreement.
Should you have any questions or concerns with regard to the information addressed in this letter,
as always, please do not hesitate to call. I can be reached at 970-479-2145.
Sincerely,
rl+Rt-tt-,t
George Ruther, AICP
Senior Planner
o8-lZ-08 0?:23il Fr--SDl|lil 303-837-l
QUTCLAIT DEED
or 15, Block 7, Vait VtlagE, Firsr Fiting,
Plat thereof,
Colorado
also l(rlown as str€ct nsmbefi Z7g Rocktedae Road, Vail, Colora(o E1657
with all ite appurEnances.
This Qull claim Dccq is erecuted by Granbr ro vacale all of Granto/s rigln. ft1" and intercst rn the utihty easement granteC by me recorqeq plal acros8 the sourherly 10 feer of rhc above-dcscribed gaperty.
T-121 P.02102 F-516
Wrtness my hanct and offcial seat.
My commissron erpir6s: O0-o
day of
rol Holy
Signecf vre Stla aay ot A-u-q.t_. 1ggg.
ATTEST.
STATE OF COLORADO
COUNTY OF Gerfield
HOLY CROSS ELECTRIC ASSOCIATION, INC., A Coloredo copofarinn
beforc rtris 5d
)
) as.
)
E r.rtkrrQurTcl Et
Mry 27. 19s6
fualts
zoo E ug^Ng( vsd z97Z t?g 808 XVd r0:tr IUC 86/Zl/90
*r,'il0,,'
LABORATI
E R NA T I O N
DATF/TIME: 06130/98 4:33 PM
TCI Kurt Segerberg
C0MPAI{Y: RDCI-Vail
FROI\4 Noel Emerson Rollins. Associate AIA
RE: Site Limitations for Buildine Location
THE
COL
INT
GN
VE
AL
RAETHER
2r058
970-476-4608
(ncluding this caer sheet)
e
og
og
FACSIMII TRANSMITTAL
JOBNAME:
JOBNT]MBER
FAXNT]MBR
PAGES: I
FAX#
FAX#
FAXtr
DearKut,
As recqnnrerded by tr Daign Revrew Boad ur Jr.rrc I /, I 998, I have ecplored h:ilding locaion altsrmives
witrhopesofsavingltee<i$ing40'O'ull teeto *renorttrofilelot Ttrefollowingcorrensaencted:
1 . Tbe currt slope oftre &iveway is I 29lo. (Ilre Town ofVail limit is 12%.) Shifting tte building tc
drerare$willeasilyinuease this slopeto 16% phs.
2. T}rcdivewaysitewallsaecurertV3'0'to6'0'inf€iglrtfiheTownofVaillimitis6'0)
Shifing tF hjlding tc tp we$ will irrrease tre tteigttt above this limit
3. Shiffingtrc hrilding to d-e wes by 20'0' u,ould:
a Gredlyimpactthe wdisutedsilsadvegetationoteWesSideofthelot,ftisareais
important to ftre Radlns for views fiom trc Master Bedroom
b. Elimindetrelie,.vtothernr*r.
c. Eliminaetrco<tqiorshirsontheWe$Sideofbehrildingdretoanodstingeaserrrcnl
The $airs to tte we$ ae critical for acoess to the rca teimce.
d krcreasetheareasofbo{hcothle$one&ivewalqthercbyexceedingt}rctnrildingaeain
relation tc ladsceed aear
4. AminimrrnofSix(QBlueSptrcet€esofl8'{tc22'S'intrcightwinbeirrqalledinlieuof
removing trc eniting tee.
Codially,
Noel Emerson Rollirs, Associae At{
ProjectMauger
Please contact the above sendcr at the number belorv ifthere are any questions regarding this transmtsslon
Thrs facsimile is intended only for the addressee and nray contain rnformalion that is privileged and confidential. If fte read€r of this message is
not thc intended recipien(, you are hereby norified ftat any dissemination, distribution or copying of this communication is strictly prohibited lf
you havc receivcd this communication in error. please notily us rmmediately at the number below to arrange its retum. Thank you
Ttr€ R€sort DesipSr Collaborative Inemaion4
ptrone: 303 03 3355 r fuY 303 03 n62
VAII, FRISCO
P.C. r 16l'7 Wazre, Sffi, Suite C2 o enrail: info@esortdesign.com o
DENVER
r Denvet CO W2U2
hq//www.resortdesign.com
S,AN FRANCISCO
TOWN OF VAIL
D epar t me nt of Comm unity D eve lo pme nt
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
October 30,199'7
Julie Deu's
59 Maple Hili Road
Huntington, NY I1743
Re: DRB approval cxtension for Lot 15, Blk. 7, Vail Village lst Filing, Vail, CO Patch 2nd
Filing.
Dcar Julic:
You havc rcqucsted that the DRB apploval for this lot be extcnded. However, thc approval
cannot be cxtcndcd duc to a changc in the zoning laws that occurred in Novembcr of 1995. Thc
250 Oldinance which allows an additional 250 sq. ft. per unit can no longer be approvcd in
conjunction with a demo/r'ebuild request. Your 1995 approval included two 250 rcqucsts with a
demo/rebuild.
This approval cxpilcd on Novcmbcr | , 1996 and was not extended at that time fol thc samc
reason, which is rvhy you did not rcceivc an indication ofthc cxtension. Thcreforc, a ncw
application wili bc lequircd, which docs not includc thc 250 rcquests, in order to rcmovc this
house and rcbuild a new one.
Sony for any inconvcnicnce this may have caused you.
If you have any qucstions, plcase fcel free to call me at 479-2148.
Sinccrely,
#.t**o*#
Town Planuer
{i *'"'"uo '^'"*
olign Review Action Feh
TOWN OF VAIL
Category Number , ./'>
Proiect Name:
Building Name:
Owner, Address and Phone:
Archit.ecvcontact, Address and Phone:
' I /-- \ ,'
Legal Description: Lot I ''t Block -f Subdivision 'i j. .l-.1 Zone District
Motion by:
Seconded by:
p'Approval
! Disapproval
! StaffApproval
Conditions:
Town Planner
,","' k\[. ,"' . \ , ';( ' l' DRB Fee Pre-paid
DATE:
LEGAL DEscJtI PTIgN :-,.1o Er l?-",FI oc)(
SingIe
ZONE CIIECK
FOR y Residence, Duplex, Pr
ZONE DISTRICTS
P}IONE
BUILDABLE
Exi s l-inq
,/Secondary
ADDRESS:
OWNER
LOT *s' 'l,li:
tv'neighc
I OLA1 GRFN
'- Primary GRFA
cEbacks
i Lo coverage
ndscaping
tzReEaining wal1
/narking
rage Crccli L
'-l l_-/Drive:
(3oo) (6oo) tsool@D-
5 zcu'
,ft
tt4L
:/l
/
(-Encl
i Voo Finish Grades Exceed 2:1 (50%)YES
/6nvironmen Eal /tlazards :1) Frood plain Yll)
2') PerccnL Slopc (< > 3O%\ 27f10
3 ) Ceologic }lazarcls
a) Snow Avalan
b) Roclcfall
c) Debris FIow
/v!o* Corridor Encroachmcnt: Yes lro ' h''{)
/pboes l-his req.iesL invoivc cr 25
Ilow much of thc allowed 250 ]\d
Y Previous condiLions of aPProva
4 ) wct lands L\A
frt)
nl)che
IrA
ARcI{IrEcr 'fu; 't9 Y.+ \ PIToNE
zoNE DrsrRrcr qg t
PROPOSED usE T\9
LOT STZE
Allowcd
(30) (33)
Fron L
S ides
Rear
u"b
bolo (rntir )
Ileight s
3?1+tboD W
Urtf, + lE = Z?OA+ ?m: 715b
,rsecondary cRFA l5l1 + 425 =144.1+rao.-'Aq+ztu _
PermicLccl slope 7 * Proposcd srope %
[acomplics wiLh T.o.v. Lighting ordinance
aLer coursc Sct-baclc (30) (50)
Yes
r-0
, f l I 'i
'1
f2
(l't \- y,
t.eLr.A a/17191
DESIGN REVIEW BOARD APPIJICATION ' TOI{N OF VAIL, COLOnADO
I.
A.
DATE RECETVED:
DATE OF DRB MEETING:
*t**t*!rt*l
INCOMPI'ETE APPIJICATIONS MAY NOT BE SCHEDWED FOR REVTEW,
!r*******!t*
PROJECT INFORMATIOT{:
DESCRIpTTON:fggr dgwn o!/ Secondar
residence and cons truct
restoence rnclucrnq a
TYPE OF REVIEW:
X New ConsE.ruction ($200.00)
Addition ($50.00)
ADDRESS. 278 Rockledge Road
B.
r
)
a
n LEGAL DESCRIPTION: tot 15 Block .1
Subdivision Vail Villase First Filine
If properEy is described by a meeLs and bounds legal description, please provide on a separaEe sheet and aLeach
Eo this applicaLion.
ZONING. Primary / Secondary
NAME OF Julie Dews
Mai lin
APPLICANT:
Address:co 81
G.laailing Address:
NAIqE OF APPI,ICA}IT .S REPRESENTATIVE.P S
1000 S. Frontaee Road W.
Vai1. co 81657 Phone 476-4433
NAME OF OWNER(S) :Julie Dews o?.-,ry
P.O. Box 362
I.
J.
Mailing Address:Vail. CO 816 Phone 476-5372 c0 81658
APPI'TCATIONS WILL NOT BE PROCESSED WITHOUT OnINERIS SIGNA?T'RE
Condominium Approval if applicable.
DRB FEE: DRB fees, as shown above, are Eo be paid aE the
Lime of submiccal of the DRB application. LaLer, when
applying for a buildinq permic, please identify the accurate valuaLion of Lhe proposal . The Town of Vail will adjust bhe fee acco 1e below, Lo ensure the correct fee
7 /ro /9s
UATION FEE
$ 20.00
s 50.00
$100.00
$200.00
$400.00
$s00. 00
ONE YEAR AFTER FINAIJ
TSSUED AI{D CONSTRUCTION
0 $ 10, 000
,p ru r urrJ. - ip fU, UUU
$ 50, 001 - $ 150, 000
$1s0,001 - $ s00,000
$500, 001 - $1, 000, 000 $ Over $1, 000, 000
DESIGN REVIEW BOAR.D APPROVAIJ EXPIRES
APPROVAIJ IJNIJESS A BUILDING PERI{IT TS
IS STARTED.
TT
A pre-applicat,ion meet,ing with a mernber of the planning
staff is encouraqed to deE,ermine if any additional appl.ication information is needed. It is the applicane,s responsibility to make an appointment with Ehe st.aff to
determine if there are additional submitta] reguirements.
Pl.ease note that, a COMPLETE application wiLl streamline the
review process for your projecE.
III. IMPORTATAI NOTTCE REGARDING AITI.I SIJBMISSIONS TO TEE DRB:
A. In addit,ion to meeting subniLLal requirements, the applicant musE stake, and Lape Lhe projecE sit,e to indicate properLy 1ines, buildinq lines and building corners. A11 trees Lo be removed must, be taped. A11 site tapings and staking musL be conpleted prior to Ehe pRB site visit. The applicant, musE ensure that staking
done during the wint,er j.s not buried by snow.
B. The review process for NEW BUIIJDINGS normally requires
two separate meetings of the Oesign Review Board: a conceptual review and a fj.nal review.
C. Applicint,s who fail Eo appear before the Design Review
Board on their scheduled meeting date and who have not,
asked in advance t,hae discussion on their it,em be postponed, will have their iEems removed from the DRB
aqenda unEil such time as the item has been republished.
D. The following items may, at the discretion of the zoning administ,raEor, be approved by the Comrnunity
Development, Department staff (i.e. a formal hearing before the DRB may not be required):
a. Windows, skylights and similar exterior changes which do not a1 ter the exisuing pJ-ane of the building; and
b. BuiLdinq additions not visibLe from any other lob or public space. At the t,ime such a proposal is
submitEed, applicants must include letLetrs from
adjacenE properEy owners and/or from Lhe agent, for or manager of any adjacenE condominiurn association staUing Ehe associaLion approves of the addit.ion.
E. If a properEy is locaced in a mapped hazard area (i.e.
snow avalanche, rockfall, flood plain, debris flow,
weLland,, etc. ) , a hazard study must be submitE,ed and the owner must sign an affidavit recognizing the hazard report prior to the issuance of a building permit.Applj.cants are encouraged to check vrith a Town pLanner prior Lo DRB applicaeion t,o deLermine the relat,ionsbip of the properLy Eo all napped hazards.
F. For aL1 residenLial construcEion:
a. . Clear1y indicaE.e on Ehe floor ptans the inside
face of the exEerior structural wal1s of the building; and
b. Irrdiuale wibh a dashed line on the sit,e plan a four foot disE.ance from Lbe ext,erior face of the building walls or support.ing columns.
c. If DRB approves the appLicaLion wiLh conditions or modifications, all condiLions of approval musL be
addressed prior to Lhe applicaLion for a buiJ.ding permit
,l
r€vlsod 224193
Dateof Application .lg!y_!Q_,_!!!!
Date of DRB Meeting
Date of PEC Meeting (if necessary)_
APPLICATION FOR ADDITIONAL
TYPE OF REQUEST
x Standard 250
Type I EHU 250
Type ll EHU 250
Type V EHU 250
II. PRE-APPLICATION CONFERENCE
A pre-application conference with a member of the planning staff is strongly encouraged to
discuss the provisions under which additional GRFA can be added to a site. lt should be
understood that this ordinance does not assure each property an additional 250 square feet of
GRFA. Flather, the ordinance allows for up to 250 square feet if the conditions set forth in
Chapter 18.57 or Chapter 18.71 of the Town of Vail code are met.
Applications for addilions under this section will not be accepted unless they are complete.
This includes all information required on this form as well as Design Review Board submittal
requirements.
III. APPLICATION INFORMATION
A. pROJECTDESCRIpTIO1 Dews Residence - addirional 250 s.f.
of GRFA per unit for an existing primary / Secondary
House (500s.f. roral)
B. LOCATION OF PROPOSAL:
Address 278 Rockledee Road
Legal Description:Lot_ll _ Block 7 Filino Vail Village lst
Zone
c.
Secondar
NAME OF APPLICANT: Julie Dews
Address 278 Rockledge Road
D. NAME OF APPLICANT'S BEPRESENTATIVE:Pi.rce, Seeerb.r ecrs
Address 1000 S. Fronrage Road W. Vail, CO 81657 476-4433
E.
tl
NAME OF O
Signature(s
Phone 476-5372
The following information, in addition to DRB submittal requirements, shallbe required with
this submittal:
1. Verification that the unit has received a final certificate of occupancy.
2. Stamped, addressed envelopes and a separate list of adjacent property owners
and of owners of units on the same lot. This information is available from the
Eagle County Assessor's office.
3. Condominium Association approval (if applicable).
4. Existing or proposed floor plans of structure.
G. Your proposal will be reviewed for compliance with Vail's Comprehensive Plan.
H. lf this application requires a separate review by any local, State or Federal agency
other than the Town of Vail, the application fee shall be increased by $200.00.
Examples of such review, may include, but are not limited to: Colorado Department of
Highway Access Permits, Army Corps ol Engineers 404, etc.
The applicant shall be responsible for paying any publishing fees which are in excess
of 50% of the application fee. lf, at the applicant's request, any matter is postponed for
hearing, causing the matter to be re-published, then the entire fee for such re
-publication shall be paid by the applicant.
Applications deemed by the Community Development Department to have significant
design, land use or other issues which may have a significant impact on the
community may require review by consultants other than town staff. Should a
determination be made by the town staff that an outside consultant is needed to review
any application, the Community Development Department may hire an outside
consultant, it shall estimate the amount of money necessary to pay him or her and this
amount shall be forwarded to the Town by the applicant at the time he files his
application with the Community Development Department. Upon completion of the
review of the application by the consultant, any of the funds forwarded by the applicant
for payment of the consultant which have not been paid to the consultant shall be
retumed to the applicant. Expenses incurred by the Town in excess of the amount
fonararded by the applicant shall be paid to the Town by the applicant within 30 days of
notification by the Town.
LIST OF MATERfALS
NAME OF PROJECT:-9gE51SS
T,EGAIJ DEscRrPTroN: LoT L5 BLocK l- suBDrvrsrorg Vail Villaee lst
STREET ADDRESS:
A.
The following informat,ion iE
Review Board before a final
BUIIJDING MATERIAI-TS :
Roof
Siding
Other wal1 MaEerials
Fascia
Soffi Ls
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys ,
Trash Enclosures
Greenhouses
Reuaining Wa11s
Exterior L,ighting
regulred for submittal
approvaL can be given:
FYPE Of MATERIAIJ
go Ehe Design
COLOR
Natural Cedar Shake
Board sidin Lt. Brown
Off White
Select. Rainbow Mix Stucco
Stone
Cedar / Redwood
T&GCedar/Redwood Lt. Brown
Aluminum CIad
Stone & R.S. Cedar / Redwood Lc. Brown
Wood Med.. Brown
Stone &/ Redwoo Lt. Brown
Lt. Brorsn
Painted Galv. Steel Dk. Brown
Copper
Stone Veneer on Goncrete
Pavers Brown & Gra]z Mix OLher - DrivewaYs
LA}TDSCAPING: NAME Designer:
Phone:
278 Rockledee Road
B.of
$e Ouantitv Size*PIJAM MATEUS: Botanical Name
PROPOSED TRSES
A}TD SHRT'BS I
BSl Picea Pungeous Glanca Blue Spruce 2 8' - 10'
BS2 Picea Pungeous Glanca Blue Spruce 3 10' - 12'
BS3 Picea Pungeous Glanca Blue Spruce 2 L2' - 14'
Al Populus Tremuloids Aspen 22 2" - 3" cal
SSC Mallus Sp. Spring Snow Crab. 5 3" cal
*Indic4tg caliper for deciduous Lrees. Minimum calioer
, for deciduous trdes is 2 inches. Indicate height for coniferous Lrees.. Minimum heioht for coniferous trees is 5 feet.**Indicat,e size of proposed shrubs. uininum size of shrubs is
5 qa1lon.
rT\/'.!or Ssuare Footaqe
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSTON CONTROIJ
C. L,ANDSCAPE LfGHTING: If exterior lighting is proposed, please
show the number of fixLures and locations on a separate liqbting p1an. rdent,ify each fixture from Lhe J.ighE,ing plan in the space below and provide Ehe height above gra-de, tlpe of Light. proposed, Lumen oulput, Luminous area and a cuL sheet of the liqtrt f ixture. (Section 18.54.050 .t)
D. OTHER LAI{DSCAPE FEATURES (reLaining walls, fences, swimming poo1s, eEc,) Please specify. Indicat.e heigbt.s of reLaining waI1s. Maximum heiqht of waLls within the front. setback is 3' . Maxj.rnum heigrht of walls elsewhere on the property is 6' .
&.
I,IST OF MATERIAIJS
NAI'{E OF PROJECT:J
IJEGAIT DESCRIPTION: LOT- BL,OCK
-
STTBDMSION
STREET ADDRESS:
The following informaLion is required for submittal Lo the Design
Review Board before a final approval can be given:
A. BUILDING MATERIAIJS: TYPE OF MAEERIAI,COL,OR
Roof
Siding
OLher wa11 Mat.erials
Fascia
soffits
Wi.ndows
Window Trim
Doors
Door Trim
Hand or Deck RaiLs
Flues
FJ.ashings
Chimneys
Trash Enclosures
Greenhouses
Retaining Wa11s
ExEerior Lighting
I
I
other
B. LANDSCAPING: Name of Designer:
Phone:
;lil,HTtt';Botanieal Name
Picea Pungeous Glanca Bl 7 8',. - 14'22 2"-3"cal .5 3" cal.
unpulus Tremuloids Aspen AI\ID slIRLBs l,I"irus sp. spring snoir crab.
Juniper Corrnunis Juniper 15 5 gaL
Pinus Mugho Mughus Mugho Pine 15 5 eal-
Cor." Stolooif* Red twig Dog. L0 5 gal
Amelanchler Alnifolia Service Berry 12 5 gaL
*Indicate caliper for deciduous trees. Min-imum caliper for deciduous trees is 2 inches. IndicaEe height, for coniferous Lrees.. Minimum heiqht for coniferous trees is 6 feet.**IndicaEe size of proposed shrubs. Minimum size of shrubs is
5 gallon.
Souare Footade
GROUND COVERS
Canadian Blue Grass 1500 s.f.
SEED
TYPE
OF IRRIGATION
Wild Grass & Wlld Flowers 1200 s.f.
Automatic Sprinkler A11 new sod & groundcovers
gp Ground Cover, Grasses & Erosion MatLing TYPE OR METHOD
EROSTON CONTROT,
LANDSCAPE LIGHTING: If exterior lighting is proposed, please
show the nurnber of fixtures and locations on a separat,e ligbting pLan. Ident,ify each fixture from the light.ing plan
in che space below and provide the heiqht above gra_de, tlpe of light proposed, lulnen output, luminous area and a cut sheeE of the light f ixture. (Section 18 .54 .050 ,J)
Post L s at each driveway entrance
Wal1 Lamps at each walkway to units
AutomaCic
Low Voltage lighcs aE ground level @ each entry stairs
D.
Wall Lamps € Entry Doors
OTHER LAIIDSCAPE FEATURES (reEaining walls, fences, swimming poo1s, euc.) Please specify. Indicate heights of reLaining walLs. Maximum height of walLs wichin the front setback is 3'. Maximum height of wal1s elsewhere on the property is 6'
L'-6" to 5'-6" max. Retaining Walls
- stone veneer construction
$tone paved walkways - loose laid and mortar set
Lossible Smal1 Pond at east end of property
#3
TELLURIDE DARK
THEGAI.IEGOS CORrcRATION 97a'263z7
\ #4
,HATEAU Moss
THE GAILE@S CORPORATION 97O926J737
t-
I
SUBDIVISION
Dear Ee:aueuaz JOB NAl,lE
fi'esr
ADDRESS
The location and availability of utilities, whether they be main
trunk Lines or proposed lines, must be approved and verified by
the following utilities for the accompanying site plan.
Authorized Siqnature Date
U.S. West Communications
1-8 0 0- 922-19 8 7
468-6850 or 949-4530
Public Service Company
, 762 -4o1h
HoIy Cross Electric Assoc.
949-5892
Ted Husky/Michael Laver
T Herita bleu.ir#-en T.v.
94 9-s530
Steve Hiatt
Upper Eagle VaIley Water
& Sanitation District *
47 6-7 480
Fred Haslee
3.- otl."r*"!\ qf
4'z-'r3
7 -=--
/-o/n "
/-2"-7j
NOTE:This form is to verify service availability and location. This should be used in conjunction with preparing your utility plan and scheduling instalLations.
For any new construction proposal, the applicant
must provide a cornpleted utility verification
form.
3. If a utility company has concerns with the
proposed construcLion, the ut.ility representative
should not directly on the utility verification
form that there is a probLem which needs to be resolved. The issue should then be spelled out in detail in an attached letter to the Town of vail.
However, please keep in mind that it is the responsibility of the utility company to resolve
identified problems,
4. If the utility verification form has signatures
from each of the utility companies, and no
comments are made directly on the form, the Town
w111 presume that there are no problems and that
the development can proceed.
5. These verifications do not rel-ieve the contractor
of his responsibility to obtain a street cut permit from the Town of Vail, Department of Public
Works and to obtain utilitv locations before diqqinq in any public right-of-way or easement in
the Town of Vail. A buildinq permit is not a
street cut permit. A street cut permit nust be
obtained separately.
* Pl-ease bring a site plan, floor plan, and elevations when obtaining Upper Eagle Val1ey water & Sanitation signatures. Fire flow needs must be addressed.
-tr /.,/e+-r a.tD ot- PEoPeshb q*e<e/e,+eer*fep aft-/t-o<7!
/5ruar0, fAA+Otf ,"1 eONftste-T' tu-zrTl 4./sTr4Q
tJ KID AQf-oLr^tb #-/Mnz< / ec ZTEtz /-'r\1€
ZONE CHECK
Q*, *, *ffi*-orrr*r.O
DATE:
ADDRESS:Zza fuzeoa- fu-
owNER ,/otte /p-rus
ARCHITECT
ZONE DISTRICT
PROPOSED USE
**Lor srzEa,
Height
ToIal GRFA
@%vrinary GRFA Ez78/#P 425
01/oseconaary GRFA l,:;:8, '2.+ qzs
Setbacks Front
Sides
Rear
Water Course Setback
Site Coverage
Landscaping
Retaining Wal1 Heights
Parking
Garage Credit
t/Drlv treazw
View Corridor Encroachment:
Environmental /Haz ards :
PHoNE 47b- 53zz
.PHONE 4za-44s3
Tptrt'1,
s5,
Allowed
(33)
Existinq Proposed
= 2'VDa 'oE
=. t143 .72:
20'
15t
15'
(30) (s0)
-.'ttEsr 5/28
zoz
boTo
'h+<,
(1200
Permitted Slope __.jq!- Actual Slope /4
Date approved
Yes
by Town Engineer:
No .X ???
L) Flood Pfain
^JO 2) Percent Slope
3) Geologic Hazards a) Snow AvaI b) Rockfall
c) Debris FI 4) wetlands ilo
Prevlous conditions of approval (check property file)
Does thls request involve a 250 Addition?
How much of the allowed 250 Addition is used with this request?7 **Note: Under Sections 18.12.090(B) and 18.13.080(B) of the Municipal
Code, lots zoned Two Family and Primary/Secondary which are less than
15r000 sq. ft. in area may not construct a second dwelling unit. The
Corununity Development Department may grant an exception to this restriction provided the applicant meets the criteria set forth under
Sections 18.L2.090(B) and 18.13.080(B) of the Municipal Code including
permanently restrlcting the unit as a long-tern rental unit for full-
time employees of the Upper Eagle Va}ley.
r.0
o o revt.e<l 8/l? /9a
.'OB NAI,IE
SUBDIVISION
LOT BLOCK FII,ING
ADDRESS
NOTE:
availability and location. This preparing your uLiLity plan and new construction proposal, the utiJ.ity verif ication form.
The location and availabilicy of utilities, whether they be main !.9$ lines or proposed linei, musE be appro*r.a-a"a .r..ifi.a [v--tn"following ur.iliries for rhe accompanying ^":-i"-pfi".
A11 authorizing signatures need to be originals.
Authorized Siqnature Date
U.S. west CommunicaEions 468-5860 or 949-4530
Public Service Company
949 - 61_35 cary HaI1/Rich Cooley
Holy Cross ElecLric Assoc.
949 - 5892 Engineering Dept.Ted Husky/Michael Laverly
'*TCI Cablevision of the Rockies
949 -]-224
Mark Graves
**Upper Eagle Valley WaE.er & SanltaLlon DisCriet, *
47 6 -7 480
Fred Haslee
al locaE,ion of knowa ut,ilities tility locations may or may Dot,. Any utility ext,cnsion required property owner.
l-. If a utiliLy company has concerns wiLh E.he proposed const.ruction, the ut.ility representative should not d.rrectr.y on t.he . utili ty verif ication f orm t.haE t.here is a prob).em which needs to be resolved. The issue should then be sperled out in detail in an ait,acnea lecter to Lhe Town of vail. Hovrever, ptease keep in mind rhar. ir is rhe responsibiliEy o; th;-;iiliEv company t,o resolve identified problems.
2. If the ut.ility verification form has signatures from each of the utility companies, and no c5mmenEs are made directly on the form, the Town will presume t.hat Lhere are no problems and that tire dEveiopment can proceed.
These verif ications do not. rel_ieve t,he cont,ract.or of his re from L it
and to tI:
Ln any_public right-of -way or easernent, in t,he fo*rr-of 'lr-,: 1 YCTIJ..
A street cut permit must be obE,ained
InsLallaLion of service lines are at responsibiliCy of the propert,y owner.
separaE,ely.
the expense and
ZONE CHECK
sinsle Ort" n""ia"r,53l o,rpr.*, pearv/secondarv
ZONE DISTRICTS
LEGAT DES^C_&IeTrON: I-,oE,._I.5.. etock __L SuUaivision Vail Village 1st
ADDRESS t 2
OrrrNER Julie Dews _ PHONE 476-5372
DATE:July 8, 1995
ARcHrTEcTPrerce. Seeerbers A PHoNE 476-4433
ZONE DfSTRICT Primary / Secondar')/
PROPOSED USE Primarv / Secondary
r,or srzE 0 .3551 ac. ( f 5 .468 s BUILDABI,E I,OT AREA
Exis tino
Height
TOEAl GRFA
602 primary GRFA
407 Secondary GRFA
seLbacks 20'
15'
r.5,
3,093.6
9 ,280 .8
3t /61
(s0r)
1).
2)
5)
Total
2,278 .08
L,5L8.72
Front
Sides
Rear
+
7
SiEe Coverage 202
Landscaping 607.
Retaining Wal1 Height.s
Parking
carage Credit
Drive:
Complies with T.o.v,
wat,er Course Setback
Do Finish Grades Exceed 2:1
Envi ronmen EaI /Haz ards :
lt-6" to 5'-6" max
5 negrd 6 4 Encl
(300) (600) (900) (1-200) r200-
PermiEted slope t Proposed Slope
NO
7.lt
r,ighcing Ordinance Yes yes__
N/A (30) (50)
YES
NO
NO no
Flood Plain
Percent slope (< > 3O%) NO (252)
Geologic Hazards
a) Snow Avalanche NO
b) Rockfall c) Debris FIow NO
4 ) WeLiancls
View Corridor EncroachmenE: Yes uo No
Does this request. invol.ve a 250 AddiEion? YES
How much of the allowed 250 Addit,ion is used with Ehis
Previous condiBions of approval (check properEy file):
NO
NO
request,?r&f .
Der unl-E
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DEWS RESIDENCE
TOWN OF VAIL DESIGN
P'e.re, SeEerbe:B & Assoc,ates
Archi€c'sPC,AlA
f4ain Off.e
1000 S. FrontaSe Road Ml
Vai , CO I1657
fox:970 476 4608
phone 970 476 4433
O.eTabor Center
| 200 Seventeerlh St
Suite 5 5
Denvei CO 8C202
IAX: lJt 615 lldz
phone 3C3 623 3355
consideration to
utilize buildable
of disturbance?
Tom Frye RePresenting PSA
REVIEW BOARD MEETING
Date:August 6, 1995
Slow final limit as much as possible.
2. Brent: Established limit of disturbance at final snow fence.
3. Tom: Will show line and will show which trees will be preserved.
4. Bob B.: Consider reducing site coverage. Add in some other part of the lodge'
5. Bob A.: Agrees with Bob B. - would like to see existing landscaping to compare'
Site disturbance is a concern.
Tom: will ???? with the staking /flagging nexttime when trees will be removed.
Mike: Very nice looking building'
Bob A.: No ?????????? elevations
Hans: Too big. Too bulky. Needs refinement of individual elements' Add some
lower roof elements or bring stone up higher. Reduce bulkiness
Brent: consider consistency of curved gable dormers. Roofline seems too
1. Mike: seems like entire site is being disturbed' Have you given
compressing the building. Utilize the areas toward road' etc' to
areas more so house does not need to be so long' What is limit
6.
7.
8.
9.
10.
repetitive.
1 1, Bob B.: Do massing model.
These notes have been transcribed by PSA from the Town of Vail Community
Development staff notes'
Respectf ully submitted,
PIERCE, SEGERBERG & ASSOCIATES, ARCHITECTS, P.C., A.I.A.
Bill Reslock, A.l.A.
Architect
October 5, 1 995
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/\t t:i-L {l .Q> a'.&Srr'tp ^.^.oC) e L
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Landmark C-ondominiums - Office expension JC
610 W. Lionshead Circle/ Lot l, Block l, Vail Lionshead 3rd Filing
Applicanf Landmart - Vail C,ondominium Association" Inc.
Miller Residence - Changes to approved plans JC
1477 Aspen GroveLne/Lat 3, Block 2, Lionsridge 4th Filing
Applicant WillMiller
Austin Interior - 250 Addition JC
1081 Vail View Drive,Unit 8-108/ Lot ,{-6, Block A, Lionsridge lst Filing
Applicant Lawrence Austin
Liffhouse Condominiums - Commercial changes JC
555 E. Lionshead Circle/ Lot 3, Block l, Vail Lioushead I st Filing
Applicant Bob Lazier
Henault Residence - Window addition. RS
5194 Main Gore Drive/Lot 16, Vail Meadows
Applicant Phillip Henault
Willoman Residence - Change to approved plans. GR
Greenhill Court/Lot 21, GIen Lyon SuMivision
Applicanf VemEWilloman
Mclntyre - ExteriorRepaint. GR
1462 Aspen Grove Lanell-ot I l, Block 2, Lionsridge Filing tl4.
Applicant W. Scott MclntYre
Nova Roofing for Grams - Reroof. GR
5104 Grouse l,ane/I-ot ?, Vail Meadows Filing #1.
Applicauf Rocky Bastian for Gordon Grams
Penton - Deck Addition. GR
186l Alpine Drive, Unit #llLat32,Vail Village west Filing #l '
Applicant Dan and Wallis Penton
Scott Resideoce - Portable hot tub GR
5075 Ute LandLot29, Vail Meadow #l
Applicant Bob Scott
Parkside Villas - Changes to approved plans. LW
1546 Matterhorn Circle
Applicant FrankNavarro
Brady - Deck addition LW
l88l Lions Ridge Inop #7Alail Point
Applicant DarylBrady
F$vorymeldrblrgerds\O7f 995 3
JULIE DEWS
P. O. BOX 362
vAlL, co 81658
(970) 476-5372
September 12, 1995
VIA: HAND DELIVERY
Ms. Lauren Waterton
Town of Vail, Community Development
Dear Lauren,
I wish to appeal the decision of the Design Review Board on September 6, 1995
concerning the Dews Residence.
The Design Review has rejected my application for two 250 square feet space
additions.
I believe precedence has been established in the surrounding neighborhood to permit
the additional GRFA and that I am being treated arbitrarily in being denied.
Sincerely,
Julie Dews
.--\r/'/t./'1.,'-2L L <,t- X'" -c:z-<,/>
OOign Review Action Fer
TOWN OF VAIL
L.uL(l
n L: .' 'L r I .-'Date )'l4 I't''|".:Category Number
Project Name:
Building Name:
Project
Owner, Address and Phone:
Address and Phone:ii I
u.( ,L.a ,[>tb>
Zone District
t/?
Legal Description: Lot 1 "2 Block f Subdivision
Project Street Address:
Comments:
'1'---'==-\( Boarj;Staff-ftie*
/ -..
Motion by Vote: { / -'=-r
Seconded by:
! Approval
$Disapproval
n Statf Approval
Conditions:
L fturtuv !],Jnl,: tf ,,,'
Town Pla4ner , /
o^r", *-?l (-, ,4 5 DRB Fee e,"-o"ict [1,'U lZl
fo 3 rtrn s
Hetum to LAUREN WATERToN
Town Planner
INTER.DEPARTMENTAL REVIEW
PROJECT:(E2
DATE SUBMITTED: hl? |
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PHOPOSAL:
?e'n*D DwNtN1lg
b':-Ierau.t'\ocn"e+ .ih. iirt'ii
Date:
Commenls:
/... a h).n aro.rota i(l L tia dn$c \air\ t\
t , netA lo cre.avel 2o'co^r<r lrnc r6d\u9' See gron'
z. Sradinq er.cecas Z:l i^ 7- 1r.v,' se?9lqs
['lot oPgord ' fteata (ctob,$'\'*-
td..d r l/J92
Town Planner
PROJECT:
DATE SUBM
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
INTER.DEPARTMENTAL REVIEW
BRIEF DESCRIPTION OF THE PROPOSAL:Unfl retuilzl W ^
b!':-[evc.r ttranrEr-Date: s\.q9.
Comments:
Elr\)e- o(\ tte, eA\t srAe \5 .rn1 tq:t.og. J urf S CNcr)e .Jc\(c\c< lpef,*:eCr e! Zt ccrtUccg.
(fs*rg thp, cDnKooa io bcr.^rar ) . Ho+"^t"tn dr\rreu:os\ A(ode {5 \oQo r.siHn or>Y \e.a\ .
ar\\Et brt d +'cf,
L: I ,rh; -!-
{\\(- \\"4' t r r't'; t \€t t }\\{ \'1 |
inowg,opored gradrl oT the oewari{e at\ ttrcwa'\ &tco ra 4'e ao<tr\cd q
l: :::';c€d 'nb'rharir€S '(rnbc\vrear vt"e rood&Rg dasc"u"r)
,-SordeSt & gronrcr 6'f€49 '
the +t*t o( shruo5 \A lh€ towt\ c{o1t\N o€ \tb5 -
lbr lrearo' Pura6s errsBM\-!
.aYi..d t tlYg:l
Retum to Lauren Waterton
Town Planner
INTEB-DEPABTMENTAL REVIEW
PROJECT:
DATE SUBMITTED:
DATE OF PUBLIC HEARING
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAL:
Date:
?ertto neb,44 + o- yimarl/*r6nr(M1
NT
by:
/t/
t'4€-4' /U
'f
VAIIJ FIRE DEPARTMENT
1l{Lr"lur4 tiESrcN REiQUIREM[I.J.I'S F-OR VEHICLES
VEHICIJE fltu -
2, -1'r { -tI
{13
2-w A-tI
411 tL2 430 2-w 4-w
431
Inside Radius 26 .-: /15'/ IB'r7'6"20,30,6" /
36,5u
33 6rl
Outside Radius ll.5/'22 | / 2(),26' 6'26,6n 37'6" /
43 , 5 "
37'6n
Lengl,h ),tY 24'9"26' 6"25,6"37',45'
Over-hang- Frorrt 5'9"4'10 "6',6'6'6,
Overhang - Ilear.''/,3,'t,'l'9'3 u 11'
WidLh 8',6"o,.4 "9',6"9' 4"9' 4"1.2 6n
cVW (1,000 lbs)/( 4l 3'l 30 35 4B 35
WIreel Base 2l ,l'151 .'160"134"230"216"
Road to Chass is
Clearauce 9.5'14.'18"1B'11"18n
lleiglrl-lt'1,1 '14'T4'11',6.L4'
WIreeI loacl 325 psf 300 trrsf 300 psf ?trO nc l:35Opsf
Outrigger poirrl-
foad 300, 000
L\s f 300000
psf
Fronl- axle l- oa rl l6, i) i) u 16, 000
Rear axle I oacl 26,0i) {J 31, 000
\--7
Minimun radius f6r curve-turn lane/
INSIDE / OU'TSIDb \
2W
J.l'r]'/J9'l
zw
39'9"/43'6
Burnpe r - t o - burnpei-.-
C learance 4w
').' ' 1' /2n'!'0,
4W
45',9'/49'F.
UPITATEIJ Apri I 27, 1993
PUBLIC NOTICE
NOT|CE |S HEREBY GIVEN that the Design Review Board will be reviewing the following
f Vail Municipal Building.
feet of Gross Residential Floor Area for a
residenceat the Dews Residence located at 278
Rockledge Road/Lot 15, Block 7, Vail Village 1st Filing.
Applicant: Julie Dews
The applications and information about the proposals are available in the zoning administrator's
office during regular office hours for public inspection.
TOWN OF VAIL
COMMUNITY DEVELOPMENT
Published in the VailTrail on July 28, 1995.
WALTER E. & ROBINA HUSSMAN
I SI.JNSET POINT
LITTLBROCK, AZ722O7
B AIIBNL{ E.P. GIBBS-ICP. MILLER
P.O. BOX 4019
KALAMAZOO, MI49OO3
STEVEN & SUZETTE KIRBY
24 RIVERVIEW HEIGHTS
SIOUX FALLS, SD 57105
KAREN F. CT]NNINGHAM
2I7 ROCKLEDGE ROAD
VAIL, CO 81657
RJCHARD F. & MARYR. POWNALL
26TRICKLEDGEROAD
VAIL, CO 81657
MICHAELE. & SUZANNE S. TENNENBAIJM
18OO CENTURY PARKEAST
LOS A}IGELES, CA9OO67
Adjacent Property Owners To:Lot 15, Block 7. Vail Village First Fillng
278 Roc k I edge Road
Parcel A- Block 7 Vail Village First
327 Rockledge Road
l{alter E. & Robi na Hu s sman
1 Sunset Poi nt
Litt'l e Rock. AR 72207
Pancel B- Block 7. Vai I Vi I lage Fi rst
327 Rockledge Road
Michael E & Suzanne S. Tennenbaum
1800 Century Park East
Los Angeles, CA 90067
Parcel C- B'l ock 7. Vai I Vi 11age Fi rst
267 Rockledge Road
Richard F. & Mary R. Pownal I
267 Rockledge Road
Vai l, CO 81657
Lot 134- Bl ock 7, Va i I Vi I I age Fi rst
227 Rock'l edge Road
Steven & Suzette Kirby
24 R'i vervlew Heights
Sioux Falls. SD 571O5
Lot 138, Block 7. Vai l I lage Fi rst
217 Rockledge Road
Karen F. Cunningham
217 Rockledge Road
Va11 , CO 81657
Lot 16, Block 7, Vai I Vi I lage Fi rst
298 Roc k 1 edge Road
Barbara E.P. Gibbs-K.P. Miller
P0 8ox 4019
Ka I amazoo, l,lI 49OO3
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TOWN OF VAIL NECEIP.T
DEPARTME}IT OF COMMIJNITY DE\ELOPMENT
5,
ADDRESS,
PROJECT
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CHECXS MADE PAYA.8I,E TO TOWN OP VAIL
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0t 0000 41330 EXTERIOR ALTERATION TLESS TTIAN IOO SO,FT.'I $200.00
0l 0000 41330 EXTERIORALTERATION IMOR.E TITAN lOO SQ.FT.]$500.00
0l 0000 41330 SPECIALDEVELOPMENTDISTRICT INEW]s1.500.00
0l 0000 41330 SPECIAL DEVELOPMENT DISTRICT MAJOR AMEND !;1,000.00
0l 0000 41330 SPECTAL DEVELOPMENT DISTR1CT TMINOR AMEND $200.00 0l 0000 41330 SUBDIVISION
0l 0000 41330 VARIANCE t;250.00
0l 0000 41330 ZONING CODE AMENDMENTS tiz50.oo
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0l 000042415 IJNIFORM MECHANICAL CODE $37.00
0 I 0000 4241 5 UNIFORM FIRE CODE $36.00
0l 0000 424 t 5 s17.00
0t 0000 42415 OTIIER CODE BOOKS
0l 0000 41548 BLUE PRINTS (MYLARS)$7.00
0l 0000 4241 2 )GROX COPIES $0.25
0t 0000 42412 STUDIES
0l 000042412 TOVFEES COMPUTER PROGRAM $5.00
0l 000042371 PENALTY FEES / RE-INSPECTIONS
0l 000041332 PLAN REVIEW RE.CHECK FEE [$40 PER HR.]
ot oooo 42332 OFF HOURS INSPECTION FEES
0 l 0000 41412 CONI-RACTORS LICENSES I.EES
0l 0000 41413 SIGN APPLICATION FEE s20.00
0I 0000 4t4t3 ADDITIONAL SIGNAGE FEE ISI,OO PER SO.FT.I
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PLUMBING: NUMBER
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REMARKS:REMARKS:
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DATE JOB NAIV]E
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,1 J
DATE
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INSEECGru
TOWN
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E nppRovED
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FOLLOWING CORRECTIONS:
I IREINSPECT
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REMARKS:REMARKS:
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Argust 19, l9f4
lf. Jlm lbrtar
P. 0. Box 795
Yall, Colorado
Rc: Varlarce reqtest for addltlon to Hllllan Dors resldcnca
Dear Jlml
Plerse consfder thls lottor as a varfance pernlt to alloy the con-structlon of propored reslderre addltfon ln non-ccrpllance wlth the
setback requlrenent at Forest Scrvlce borndary. A setback of approxl-
matoly 3'ms approved ln lleu of 20'as reqrlred by the zonlrg
ordlnrncs.
appfovsd unanimously by the Torn Courull for
16, 197{. If Jtu have fmther qrcstlonl, plGase
Tha vrrlance requ€st rsar
tho Towr sf Yall on ,luly
call.
Yours truly,
OEPARTI'IEHT OF Cffif,JHITY DEYELOPI{ENT
Dlana S. Tolgtrttl
Zonlq ldnlnlctrator
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.'l-une 25,'l97tl
NoT lcE I S
sentlng Mr. bll I
l.n cccordoncs w
1975); Sald var Sectlon l9.200 poB.d addlf,lon Flrtt Flllng.
21.400 of the zonlng ordlntnee on In thi Vat I Munlctpit ButJdlng.brfore the Toun of Val I Flanning be tranemlfted to the Town Councl
A publ lc hesrlng xl ll bc held
TOHN VAIL
NOTICE OF PUBLIC HEARING
HEREBY GIYEN thst Mr. Gordon Plerca, roprc-llam Dorg has applled for a sctback varlancl
th. Sebtlon 3.5O? ol Ordlnance No. I (Scrlcs of
anee has been cpplled for ln aecordtnca rlth of Ordlnane6 No. I (Serles of 1975). The pro-.ls locatod on Lof [5, tslock 7, Vall Vltl.cge
Sald varlancc
In accordancE *lth Scctlon
$ at 2:00 p.m.
hearlng rl l.t b.
Commlsslon and flndlngr rlll I for the Torn of Val l.
nc
Dlona S, Teughlll
Zonlng Admlnlstrator.
APPL rCAi l0f{ F0R VArt r rrirCE
And/0r
. CONOITIONAL USE PERMIT
Ordinance No. 8 (Seri€s of I97l)
Appllcaiion oate .Tune 24,l97ll Publicaiion
Heari ng Date Hearing Fee
Final Decislon dat€ for Town Councl I
[ (we)
Colorado , Vail . pnon"!26:3.Q3!--
(C i ty )
do hereby request Pernission to appeai'bgfore the Vai I Planning
Commlssion fo request the f oll.rltiTi-tV eaSement.(x ) varrance rrom fl+lly{JJJL//sf/YF///////( ) Zon i ng Change f rom to-
( ) Parking Va r i ance ( ) conditi on"f"urii#.',t to allow
in reSidential Zone.
For,the fof lowing described property: Lot / /y'af/ )'L-j Block-L-
Fl llng Number One
Clearly state purPose and intent of this application
to permit the constnucti on of nn rrid{ tl on J:n the
Dews Resldence partially ln a rear ut111ty easement
along the WhJtc River \Taticnaf Ferest.
for hardsh ip In this case?What do you feel
Because of the
is the basis
rrodd sha ed?rlot and the locatlon
of the. exlstln house it 1s extremelv dlfficult
to bul1d
@ the easement area. (See letters
from utillty companies).
naturs of
Archltect for 8111 Dews
Jwrc 25 , L974
James R. Morter
Af,chl tect
Box 795
Vall, Colorado 81657
Dear Slr:
Thls letter'le ln refcrence to our telephone Gonversrtl dr
of Jrme 24) L974.
AB I statedr partlal vacatlng of the easetnent ln quesElon
ls acceptabie to Mountaln Bell Tel. Company' lJe have no
tmmediate plane for €lthcr burted or aerlal cablc llnea
a long, thls eesement.
A formal vacatlng of thlt €asement st 1l b€ f offard ed to
you ln th€ n€ar future fron Mountatn BeIl Rtght ol tlry
Dcpartment.
Slncerely Youra t
d,6, A.'*4)
l{. F. Horard
Ittlountah BeS
Jwte 26' 1974
Jarues R. Morter
Box 795
Vail, Colorado 81657
sincerellf,
Vail Cable T.V.
Ailt'
C(xt'/ta6*F
Gary- Herbst, nanager
GH/kac
t(
De ar Mr. Morter,
vail cable T.V. grants the owner the use of the uuility easement on
Ior 15, Block 7, Vail Village 1st filing. This use is granted pEovided^
tft" o*"r suppties (proviaei) a drrct throgh the foundation a,nd ten (10)
feer on either siale of the fouldation. This being for poesible use by
Cab1e T.V. for cable instaLlation at a later date.
,o
Jvxe 10, 1974
Mn. Jenes R. Monrox t
Box 795 Vrru, Couonroo 81657
{
Dern Mn. MontoH:
Youn REQuEsr oF Mrv 2ptl , lN BEXALF oF J. W. Devst FoR THE
oF^cERT^|NE^sEH€NT^0JAcENTToTHEIRHonEH^SoEENREcE
ANO QUEST I ONEO.
lF THE o\./trtER wt sHEs r0 oo rH I s ! wE
FTCATIONS FOR THE I NSTALLAT I ON ANO'
PORT I ON OF THE EASEHE NT AFFECTEO TO
UI TH I N IT.
vAcAT | 0tl
tvE0,
o
FtnSr, A TEN FOOT EASEMENT RIcHT lS r'll Nl t'lAL FOR THE ll{STALLATI0t{
oF uNDERGROUND FACILITIEs; olGGtNGr OIRT PILEt t'lAcH I f{E TRAFFICt
lsoLATtON FROn oTHER uTtLtTtEs, FuTURE ttAINTENANC€r ETC. SECOT{DLYt
THOUGX YOU D I O NOT STATE THE ICTUAL OEPTH OF I ilFR I NGEITEI{T I I{TO THE
EAsEI{ENTr THE pLAT sEEtts To INolCATE No LEss THAN Slx FEETo Txe roun
FOOT WIDTH REMAINING UOULO BE OF NO VALUE YHATEVER III THE EVENT II
8E COI'lES NECESSARY TO BURY CABLES THERE.
AS VOU KNOr1., THERE tS A RECOGN I ZEO NEED FOR UTILITY EASEnENTS 1N
THE ABSy'ENCE OF THE KNOwN LOCATIONS AND REQUIREf'tENT. AN ATTE1rPT
IS ].IAOE BY OEVELOPERS TO ANTICIPATE THE I{EEO 8Y PROVIOTI{G UTILITY
ACCESS TO ALL PROPERTIES 8Y AOEQUATE DEDI CATIOt{ OF EASEItEtIT RIGHTSo
Ttar txe RtcHT tS NOT UTILIZED VITHIN A cIVEN TlllE PER I OO lS NO
INDICATION THAT tT ltAY NEYER 8€ NEGESSARY'
HOweVen, vrE ALSO RECOcN I ZE THE OES I RE OF A PRofE RTY oHNER TO oEvELOP
HIS PROPERTY TO HIS EEST AOVANTAGEE WE SUCCCS"T THAT HE MIGHT 8E
I{ILLING TO HAVE A CAELE DUCT INSTALLEO THROUGH THE LET{GTH OF THE
INFRt NGE.'tENT, PLUS TEN FEET ON EITHER ENDr TO PERMIT FUTURE INSTAL-
LATI ON OF CAB L ES VITHOUT D I STURBANCE OF THE SURF AGE '
YILL PROV I DE DETAILS AND SPEC I -
uPOf{ AGREEI{ENT r YACAT€ THE
THE EXTE T OF OUi INTEREST
i,1; ,;;= i'.'
l.i.ip \'.. ,:,,\ i ,b,l+,'-f.
Rio jr,::i\;;I.-:i
,O{,'r
Menrcen
oNr lNC.
Dtail A
€ffe AEEA
@MnE,T= G€FA
exenN6 6ftFA
KO@ Nb] / €RFA
TiTrAL €'F:F|
TOTAL €rrE C}{ezw
cegantxa EullptNetwEl
New F,utt-F|tNG rw+€l
€T-Ar€3)€iruR,ne'e)
JAMES R MORTER ARCHITECT
wwb @rreucE=?xetrxre eo/ra
VAIL
l-orlbt34-1l
FIF5T FIL'NE
VAIL VIIJA€E
lt89a Q.t,
tt-769 5. F.
3,6G1 9.F.
3$oa s.F.
--
SPEC IAL INSPECT ION REPORT
//b- I
rttt ocT 1 lg74
NsPEcToR'77)u- /vlererz
6A2/ r'14r"L n+>/
LattB { LEa4^/EE
PROJ ECT Dew s Res t >epze Aooir-tcl
DATE ; LOCAT ION i APPROVED I CORRECT IONS REQU IREO
AN hIADtrTtr.
MASOI'JRY:
3TEi:L:
PRECAST:
OTHER: Soecif
ADD IT IONAL REMARKS:
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D^TE 2 D-. 7+JOB NAME
nME REcErvEo I llctr @,prvr CALLER
E ornen
MON
COMMENTS:
n penrrnl LOCATION
READY FOR INSPECTION
TUE THUR FRr ft-i- AM PM lll------l_...-
.,F orlRovED E orsnppRovED
FOLLOWI NG CORRECTIONS:
! nerNSPEcr 'fl
uporu rne
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t
DATE
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LOCATION
TUE
FaeeRovED ! orseppRovED E nerNsPEcr
fl uporu THE FoLLowrNG coRRECTToNS:
CORRECTIONS
RU sEP1gl97^FIEBUE\
T]ME RECEIVED AM PM CALLER
INSP clN
oare Fl .Ser r 7+ JoB NAME [)*.^s \Q.=g I r)q- ].-!cr-=
TOWN OF VAIL
E orxen
MON
COMMENTS:
TUE
E pennel.LOCATION
READY FOR INSPECTION
WED €D rnr ll,o<r AM PM
f, aeenovED ! orsnppRovED ! nerNsPEcr
E uponr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
rNsi"=4foru rtEGluEsr W SEp 1z[}74lNSiPECtIltl t .
DATE
nr'ae Recerfeo 4,'o-l nn
orxen S;7tl ,+cx- E pnnrrnl.
MON
COMMENTS:
AAPP ROVE D il orseppRovED
E upon rHE FoLLowrNG coRBECTToNS:
CORRECTIONS
D nerNsPEcr
]J DArE /A .\;-p 24
FIEEUEST
F VAIL
D
Hn DEc zQT4 rNsPEtru
DATE
TIME
JOB NAME
RECEIVED 4. b AM PM CALLER
I ornen
MON
COMMENTS:
TUE
E pnnrrel.LOCATION
BEADY FOR INSPECTION
WED THUR
APP ROV E D
I upon rne
CORRECTIONS
! orsaee Rov E D
FOLLOWING CORRECT]ONS:
! nerNsPEcr
Rrr. DEC 10 $a rNs"Eflbru
onre )o L)-r- 74 JoB NAME
TIME RECEIVED ?i:il:, AM PM
FIEOUEST
E ornen
11
!Ji 1l MoN I @D
Elpnnnnr.LOCATION
READY FOR INSPECTION
WED THUR rn' AT @prrr
@ 7;i6 aov to E orsnppRovED
E uporrr rHE FoLLowrNG coRRECTToNS:
CORRECTIONS
fl nerNsPEcr