HomeMy WebLinkAboutVAIL INTERMOUNTAIN BLOCK 9 LOT 8 LEGAL FILE.pdfrl
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2 t 38
FAX 970-479-2452
www,ci.vail.co.us
September 25, 2001
Mr. Chris Ball
2835 Snowberry Drive
Vail, Colorado 81657
RE: Completion of Landscape Work
Dear Chris,
On September 25, 2001, I completed a Final Certificate of Occupancy inspection for your residence located
at 2835 Snowberry Drive&ot 8 Block 9, Vail lntermountail Subdivision
Upon the completion of my inspection I determined that the work has been completed in accordance with
Town of Vail Design Review Board approvals. Therefore, I have started the process to refund your cash
deposit. You should receive a check by mail in the next several weeks.
ln the meantime, should you have any questions or concems, please do not hesitate to call. I can be
reached by telephone
^t
479-2145 .
Sincerely,
".-*4.- ?"*'t
ChiefofPlanning
Town of Vail
{p*nouor^o"
DEVELOPER IMPROVEMENT AGREEMENT
THIS AQREEMENT,-made and.entepd into this /l^ o"y otMSyi4fli]=-, rs?? ,
by and among(-litilS l:llll(c.- pto'h6i6tftttercallpd the ;Developer'), and the TOWN
oF vAlL (hereinafter called the 'Town') and h ilziT ,/,rAr''( :t L"j: I L-(hereinafter called
the "Bank").
WHEREAS, the Developer, as a condition of approval of the l",r|i'ia
pfans, dated h) r-', ; i4 , 19ft, wishes to enter into a Developer lmpro
Agreement;and
WHEREAS, the Developer is obligated to provide security or collateral sutficient in the
judgment ol the Town to make reasonable provisions for completion of certain improvements
set forth below; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of
this Agreement, including construction of the above-referenced improvements by means of the
following:
Developer agrees to establish a cash deposit with the Town of Vail in a dollar amount
of $ 2, tJC, . rr (25% ot the total cost of the work shown below) to provide
security for the following:
IMPROVEMENT
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NOW, THEREFORE, in consideration of the following mutual covenants and
agreements, the Developer and the Town agree as follows:
1. The Developer agrees, at the sole cost and expenses, to lurnish all equipment
anQ.material Lecessiry to perform and complete all improvements, on or before
3, ,l v t jJOc"t ' . The Developer inatt complete, in a good workmanlike manner, all
improv'emehts as listed above, in accordance with all plans and specifications filed in the office
of the Community Development Department, the Town of Vail, and to do all work incidental
thereto according to and in compliance with the following:
a.Such other designs, drawings, maps, specilications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
governmental entities. All said work shall be done under the inspection of, and
to the satisfaction of, the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as alfected by special districts or service districts,
as lheir respective interest may appear, and shall not be deemed complete until
approved and accepted as completed by the Town of Vail Community
Development Department and Public Works Department.
To secure and guarantee performance of its obligations as set forth herein, the 2.
Developer agrees to provide security and collateral as follows:
A cash deposit account in the amount of
as escrow agent, shall provide the security fof the improvements set forth above
if there is a delault under the Agreement by Developer.
3. The Developer may at any time substilute the collateral originally set torth above
lor another form of collateral acceptable to the Town to guarantee the faithlul completion of
those improvemenls referred to herein and the performance of the terms of this Agreement.
Such acceptance by the Town of alternative collateral shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to ihe work specified in
this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor
any officer or employee thereof, be liable for any persons or property inlured by reason of the
nature of said work, but all of said liabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any ot its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
F :\EVERYON E1FO RMS\DIACAS H. OOC
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Town or any of its ofticers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are
based upon any performance by the Developer hereunder; and the Developer shall reimburse
the Town {or any and all legal or other expenses reasonably incurred by the Town in
connection with investigating or defending any such loss, claim, damage, liability or action.
This indemnity provision shall be in addition to any other liability which the Developer may
have.
5. lt is mutually agreed that the Developer may apply to the Town and the Town
shall authorize for partial release of the collateral deposited with the Town for each category of
improvement at such time as such improvemenls are constructed in compliance with all plans
and specifications as referenced hereunder and accepted by the Town. Under no condition
will the amount of the collateral that is being held be reduced below the amounl necessary to
complete such improvements.
6. lf the Town determines, at its sole discretion, that any of the improvements
contemplated hereunder are not constructed in compliance with the plans and specifications
set forth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but
shall not be required to, redeem the letter ot credit as necessary to complele the untinished
improvements. The Bank shall release such funds upon wriften request from the Town stating
that the improvements have not been completed as required by this agreement. The Bank
shall not require the concurrence ol the developer prior to release of the funds to the Town nor
shall the Bank be required to verify independently that such improvements have not been
completed as required by this agreement, but shall release such funds solely upon the Town=s
written request.
lf the costs ot completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent per annum, shall be a lien against the property and
may be collected by civil suit or may be certilied to the treasurer of Eagle County to be
collected in the same manner as delinquent ad valorem taxes levied against such property. lf
the permit holder fails or refuses to complete the cleanup and landscaping, ad defined in this
chapler, such failure or refusal shall be considered a violation ot the Zoning Code.
7. The Developer warrants all work and material for a period of one year after
acceptance of all work referred to in this Agreement by the Town if such work is located on
Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.'16.250.
8. The pafties hereto mutually agree that this Agreement may be amended from
time to lime, provided that such amendments be in writing and executed by all parties hereto.
F:\EVERYONE\FORMS\D IACASH.DOC
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Dated the day and year first above written.
STATEOFCOLOHADO I
) ss.
COUNryOFEAGLE )
wL--,BJ
Developer t
Planner, Community Development
The foregoirlg Developer lmprovement Agreement ggs acknowlgJged before me this
/?1A dav ot Vfui ,19? ? bv rha<r Wat*-
Witness my hand and officialseal-
My commissio n exp,res 4z-;z e, eaa S
STATE OF COLORADO
COUNry OF EAGLE
day of
My commission expires:
ss.
The foregoing Developer lmprovement Agreement was acknowledged before me this 19_ by
Wtness my hand and officialseal.
Notary Public
F:\EVERYON nFORMS\OIACASH. DOC
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Monroe & Newell
Engineers, Inc.
December 15, 1999
Mr. Chris Ball
2854 Snowberry Drive
Vail, CO 61657
Re: Ball Residence (M&N #4322)
Dear Mr. Ball:
As requested, Monroe & Newell Engineers, Inc. recently conducted an observation of the
site walls on the north side of the residence's driveway. The purpose of our observation
was to observe the grout that had been placed in the walls.
Based on our limited visual observation, it is our opinion the grouting of the walls has
been done in general compliance with the intent of our letter of November 23,1999.
If you have any questions or comments, please call.
ENGINEERS,INC.
Benchmark Road
(97o) 949-7768
o Suite 2O4 . P.O. Box 7597 . Avon. Colorado 81620
o FAX (970) 949-4054 . email: mnengrs@vail.net
Very truly yours,
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Monroe & Newell
Engineer\. Inc.
November 23. 1999
Mr. Chris Ball
2854 Snowberry Drive
Vail, CO 81657
Re: Ball Residence (M&N #4322)
Dear Mr. Ball:
Enclosed is a partial site plan of the boulder retaining walls on the north side of the
residence.
The shaded areas on the plan indicate portions ofthe wall that should be concrete grouted
between courses. The grout should frll all voids and locktogether eachboulder such that
at least 50 percent of each boulder perimeter is inside the grout.
The upper two levels require grouting because the slope between the courses is steeper
than design. The lower course requires grouting since it is greater than 4'-0" high and it
cannot be verified that the wall base is 4'-0" wide.
If you have any questions or comments, please call.
Very truly yours,
ENGINEERS.INC.
.,7d;H:iffij':rtr'
Benchmark Road
(97O't 949-7 t-68
Suite 204 . PO. Box 1597 . Avon. Colorado 81620
FAX (970) 949-4051 . email: m nengrs @vail. net
70
BIG IXrc EJ(CAVATING, INc'
POBOX3910
AVON, CO 81620
(vro)9494sv2
Fax (YtO) 9494E30
November 19,1999
Mcphee Constnr,ction
Snoufoerry Dr., Vail
Ball Residence
Re:Proposal for Rock ura[ r€mq/al md replacement
Matt:
We prqce thefollowing
1 Remoral of existing rock wall
2 InSall rock wall ,as per or site eqgineer, to exact specificdions d said engineer
3 Clean dected aea to original conditions
The total forthis pro,pocal is $9f55.fi).
Please note this is a proposal oily and should it be accept€4 a contret will follow.
for this eportuity to bi4
--(c-/ t
Jol Perry, Prcsident,
Blg Dog Excarainj"
, P-,ut
Inc.
Accetredby:
Date:
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Name: (-h i-t
Address:
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT,made and entered into this J9Io"v of [\)Du.'-b "r , E:17,
by and among l' hrr.s ai (hereinafter called t[e "Develope/'), and the TOWN
and ?, rs\-tra ''k- A L)r: ' I (hereinafter called OF VAIL (hereinafter called the
the "Bank").
Developer agrees !o establish a cash deposit with the Town ot Vail in a dollar amount
of $ l) t 4 3 7< (25h ot the total cost of the work shown below) to provide
security for the following:
IMPROVEMENT
e)J,.-Jr l[
"Town" )
WHEREAS,theDeveloper,asaconditionof approval olthe CrlcL".^r. l( c-,-{llatr'.-.r^--l-
plans, dated N)n c rQ ,19{q, wishes to enterinto a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgment of the Town to make reasonable provisions for completion of certain improvements
set forth below; and
wHEREAS, the Developer wishes to provide collateral to guarantee performance of
this Agreement, including construction ol the above-referenced improvements by means of the
following:
f-ea--o- ,,i + i-*fir.--"-".-f
WAIL\DATA\EVERYONAFORMS\DIACASH.DOC
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NOW, THEREFORE, in consideration of the following mutual covenanls and
agreements, the Developer and the Town agree as lollows:
1. The Developer agrees, at the sole cost and expenses, to furnish all equipment
ang[material necessary to perform and complete all improvements, on or before
,,\,".,-- l, )-Lar) . TheDevelopershall complete,inagoodworkmanlikemanner,all
imp-rovements as listed above, in accordance with all plans and specifications filed in the office
of the Community Development Department, the Town of Vail, and to do all work incidental
thereto according to and in compliance with the following:
cL-Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
governmental entities. All said work shall be done under the inspection of, and
to the satisfaction of, the Town Engineer, the Town Building Official, or other
official from the Town of Vail, as affected by special districts or service districts,
as their respective interest may appear, and shall not be deemed complete until
approved and accepted as completed by the Town ol Vail Community
Development Department and Public Works Department.
To secure and guarantee performance ol its obligations as set forth herein, the 2.
Developer agrees to provide security and collateral as follows:
A cash deposit account in the amount s1 S ; ) ) ri J Y5 to be held by the Town,
as escrow agent, shall provide the security for the improvements set forth above
if there is a default under the Agreement by Developer.
3. The Developer may at any time substitute the collateral originally set forth above
for another torm oI collateral acceptable to the Town to guarantee the faithful completion of
those improvements referred to herein and the performance of the terms ol this Agreement.
Such acceptance by the Town of alternative collateral shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereof, be liable or
responsible for any accident, loss or damage happening or occurring to the work specified in
this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor
any officer or employee thereof, be liable for any persons or property injured by reason of the
nature of said work, but all of said liabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
F:'EVER YON E\FO RMS\DIACAS H. DOC
2 of1
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are
based upon any performance by the Developer hereunder; and the Developer shall reimburse
the Town for any and all legal or other expenses reasonably incurred by the Town in
connection with investigating or defending any such loss, claim, damage, liability or action.
This indemnity provision shall be in addition to any other liability which the Developer may
have.
5. lt is mutually agreed that the Developer may apply to the Town and the Town
shall authorize for partial release of the collateral deposited with the Town for each category of
improvement at such time as such improvements are constructed in compliance with all plans
and specifications as referenced hereunder and accepted by the Town. Under no condition
will the amount of the collateral that is being held be reduced below the amount necessary to
complete such improvements.
6. lf the Town determines, at its sole discretion, that any of the improvements
contemplated hereunder are not constructed in compliance with the plans and specifications
set forth in this Agreement on or before the dale set forth in Paragraph 2, the Town may, but
shall not be required to, redeem the letter of credil as necessary to complete the unlinished
improvements. The Bank shall release such lunds upon written request from the Town stating
that the improvements have not been completed as required by this agreement. The Bank
shall not require the concurrence of the developer prior to release of the funds to the Town nor
shall the Bank be required to verify independently that such improvements have not been
completed as required by this agreement, but shall release such funds solely upon the Town=s
written request.
lf the costs of completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent per annum, shall be a lien against the property and
may be collected by civil suit or may be certilied to the treasurer of Eagle County to be
collected in the same manner as delinquent ad valorem taxes levied against such property. lf
the permit holder fails or refuses to complete the cleanup and landscaping, ad defined in this
chapter, such failure or refusal shall be considered a violation of the Zoning Code.
7. The Developer warrants all work and material for a period ol one year after
acceptance of all work referred to in this Agreement by the Town if such work is located on
Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.250.
8. The parties hereto mutually agree that this Agreement may be amended from
time to time, provided that such amendments be in writing and executed by all parties herelo.
FlEVEBYONE\FOBMS\DIACASH.DOC
J OI4
Dated the day and year first above written.
tst*-,b S
Developer(
STATE OF COLORADO
COUNTY OF EAGLE
SS.
The loregoi4 /?t/' day ot-2 Developer lmprovement Agreement w,4s acknowledged before me this
Witness my hand and officialseal.
.a
My commission e\pires U?,u-A 1/ latJ
Planner, Community Development
STATE OF COLORADO
COUNTY OF EAGLE
ss.
The foregoing Developer lmprovement Agreement was acknowledged before me this
day of 19_ by
Witness my hand and official seal.
My commission expires:
Notary Public
F\EVERYONE\FORMS\D IACASH. DOC
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BALL RESIDENCE
LOT 8, BLOCKg, INTERMOUNTAIN
2835 SNOWBERRY DRIVE
MATERIAL BOARD
EXAMPLE OF COLOR/MATERIAL PALLET
WINDOWS: METAL CLAD
EVERGREEN
ROOF: ASPHALT SHINGLES:
COMPLIMENTARY GREEN
FASCIA TRIM: CEDAR STAINED
EVERGREEN
STDINGILOG ACCENT:
NATIJRAL COLOR
STUCCO: MEDIUM TEXTURE
OFF WHITE COLOR
December 16, 1998
FILE 0npy
DESIGN REVIEW BOARD AGENDA
WednesdaY, January 20,'t999
3:00 P.M.
PROJECT ORIENTATION / LUNCH - Community Development Department 12:30 pm
MEMBERSPRESENT MEMBERSABSENT
Brent Alm
Clark Brittain
Hans Woldrich
Bill Pierce
Greg Moffet (PEC)
slrE vlslrs 2:oo Pm
1. Arosa/Garmisch Employee Housing Site - Arosa/Garmisch
2. Mereles/Firman residence - 1924 Sunburst Drive
3. Nancy's Nest - 765 Forest Road
4.Driver: Jeff
PUBLIC HEARING - TOWN COUNCIL CHAMBERS 3:OO PM
j. Nancy's Nest - Final review of a demo/rebuild of a primaryisecondary residene,e, Brent
with a Type ll Employee Housing Unit
z6s ror;lt noaa i lot 8, Block 2, Vail Mllage 6th Filing.
Applicant: Nancy Adam, represented by Fritzlen, Pierce, srnith Architects
MoloN: Clark Brittain SECoND: Hans Woldrich VoTE: 4-0-1
APPROVED WITH 1 CONDITION:
1. That the encroachments on site be removed, as required by staff.
2. Mereles/Firman residence - Conceptual review of an additioniremodel of a Allison
primary/secondary residence.
i984 Sunburst Drive/Lot 20, Vail Valley 3d
Applicant: R. Mereles & R. Firman, represented by Fritzlen, Pierce, Smith
CONCEPTUAL- NO VOTE
3. McDonald's - Building addition. George
2171 Norih Frontagehoad WesVLot 28, a Resub of Lot 2, Vail das Schone 3'd Filing.
Applicant: George Greenwald
MOTION: BillPierce SECOND:Greg Moffet VOTE: 5-0
APPROVED WITH 1 CONDITION:
1. That the approval is for the building only; additional sign approval is required.
4. Ball Residence - Final review of a new single-family residence. Jeff
2835 Snowberry Drive / Lot 8, Block 9, Intermountain'
Applicant: Chris & Mary Ball, represented by Beth Levine
MOTION: Clark Brittain SECOND: Greg Moffet VOTE: 5-0
APPROVED AS PRESENTED WTH A YOSEMITE GREEN ROOF
5. Arosa/Garmisch Employee Housing Site - Conceptual review of proposed employee Allison
housing 6-Plex.
Applicant Town of Vail, represented by Andy Knudtsen
CONCEPTUAL - NO VOTE
Staff Approvals
China Garden Express - New signage. Brent
'143 E. Meadow Drive/Crossroads East.
Applicant: Sharon Mou
Beaver Dam. LLC residence - Office addition. Allison
443 Beaver Dam/Lot 4, Block 4, Vail Village 3-.
Applicant: Beaver Dam LLC
Zevada residence - Revisions to previously approved plans. Brent
1337 Vail Valley Drive/Lot 4, Block 3, Vail Valley 1"t '
Applicant: Spadlniemational,Ltd.
Daily Grind - Courtyard iron fence as required for liquor licensing. Brent
288 Bridge StreevRucksack Building.
Applicant: Daily Grind Coffee Co.
Solar Vail - Revised antenna location. Dominic
501 N. Frontage Rd. West.
Applicant: Westem Wireless
The applications and information about the proposals are available for public inspection during regular office
in the'prqecl planneds office, locaied at the Town of Vail Community Development Department, 75 South Fr'
Road.
Sign 1anguage interpretation available upon request with 24 hour notification. Please call 4752356, Telepho
the Hearing lmpaired, for information.
ao
Design Review Action Form
TOWN OF VAIL
Project Name: Ball residence
Project Description: New single family residence
Owner, Address and Phone: Christopher G. Ball and Mary M. Ball;
Architect/Contact, Address and Phone: Beth Levine, PO Box 1825, Avon, CO 81620
Proiect Street Address: 2835 Snowberrv Drive. Vail
Legal Description: Lot 8, Block 9, Intermountain
Parcel Number: Building Name:
Comments:
Board / Staff Action
Motion by: Clark Brittain
Seconded by: Greg Moffett
Action: Approval
Vote: 5-0
Conditions: Approved as presented; roof to be Yosemite green (dark green).
Town Planner: JeffHunt
Date: Jan. 20. L999
F:\EVERYONE\DRB\{PPROVAL\99\BALL
DRB Fee Pre-Paid: $250.00
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TOITN OFVAIL
Department of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-21 38
FAX 970-479-2452
December 17, 1998
Beth Levine
PO Box .1 825
Avon, CO 81620
Re:Ball Residence, 2835 Snowberry Drive,
Lot 8, Block 9, Intermountain
Dear Beth:
On December 16'h, the Design Review Board (DRB) gave preliminary approval to the plans for
the residence, with the following conditions:
1. A 1' wooden post off-set between different materials should be included in the north and
south elevations.
2. Samples of roof materials should be presented for final DRB approval.
3. More aspens should be included on the south side of the residence.
4. Grading and retaining walls should be engineered, and address the comments from
Public Works.
These items need to be addressed by December 28th in order for the Planning Division to
o,.iicduic ii re pioposai bci'ure lhe Design rievielv Board (DRB) for final review on January 6th.
Otherwise, the items need to be addressed 10 days prior to the anticipated DRB meeting. The
next DRB meeting after January 6'h is scheduled for January 20th.
Please feel free to contact me aL970-479-2140 to discuss the project.
Sincerely,
Jeff Hun
Senior Planner
{p *"n"t"o 'o"^
TOWN OF VAII-,
75 S. FRONTAGE ROAD
vArL, co 81557
970-479-2L38
Clean-r-rpi
approved
amount
clate
Occupancy
Dwellings
Privat.e Garages
DEPARTMENT OF COMMI]NITY DEVBLOPMENT
NOTB: THIS PERMIT MUST BE POSTED ON JOBSITE AT AI-,L
TOV/Comnr. Dev. pRoJECT TrrLE: BALL RESTDENcE
Pertt|.it
J.^^t J^\'.-"-r h.
8ltc.( t (+ g
TIMES
899-0065
: ISSI]ED : Oa/L5/L999
z O5/20/L999
z LI/L6/1999
SLatus..
Applied.
Issued. .
Expires.
80550
Numlcer of Dwelling
FacEor Sq. FeeE.
Deposit RefllnctEw (sFR'P/s'DIIP) PERMTT
4z-
9cb.' ,rnn qddress: 2835 SNOWBERRY DR
t.l tl LocaEion. . . : 2835'SNoWBERRY DR
av-=-?arcel No. . : 2103-1-43-01-038
Projects No. : PRJ98-0281
APPI-,IEANT BALL CHRISTOPHER G & MARY M
2854 SNOWBERRY DR, VAIL CO 84657
OlrlNER BAI-'L CHRISTOPIIER G & MARY M
2854 SNOWBERRY DR, VAIL CO 81657
CONTRACTOR MCPITEE CONSTRUCTION
1250 RIDGE WEST DRIVE, WINDSOR, CO
Descriptsion: NSFR
Phone:. 970-38L-9926
Type
Zone 1 V-N
Zone 1 V-N
81.50
21.30
SubE.otal:
Tot.al Valuation:
Town of Vall Adjusted Valuat.ion:
3, 095
524
3, 519
Unitss: 001
ValuaEion
252,242.50
LL,1-6L.20
263,403.70
263 ,403 .70
325, 000.000 Table Date: 05/L7/L996
Fir€place InforEatsion: RosErictcd: Y #Of (;a€ Applianceg: *of Oas Lo96: *Of Wood/Pallot:
FEE SUI4!{ARY
suilding----->
Plan ch6ck- - _ >
Inve6tigation>
will call- --->
1, 640 .00
1? 056 . OO
.00
t.oo
- o0
200 . o0
464 -25
500 . o0
Regtuaranb Plar! Revt 6r- - >
DRB F66--------
Recteabion Fee---------- >
clean-Up Depoeit--- --- - - >
TOXAT, FSES-----
lotaL calculated Pee€---> 3,871 .25
Adaitsional Fc.d--- ------> . Oo
TotalPcrnj.CFce--------> 3,913.25
Payrnent6-- ----- 3,473,25
BAI.ANCE DI'E.... .OO
rt.em: 05100 BUILDTNG DEPARTMENT Dept: BUILDTNG Division:
O4/L5/L999 .JRM ACtrJ-ON: NOTE PLANS TO CIIARLIE
04/26/1999 CIIARLIE AcEion: APPR charli-e dawis
Item: 05400 PLANNING DEPARIMENT Dept: PLANNING Diwisj-on:
04/T5/1.999 .]RM ACtriON: NOTE PI,ANS TO PLANNER
04/23/L999 .IHUIVT Action: APPR no lower kitchen
Item: 05500 FTRE DEPARTMENT Dept: FIRE Division:
04/26/1,999 CTTARLIE Actj-on: APPR n/a
rtem: 05500 PIIBLIC WoRKs Dept: PIIB WORK Division:
o4/1-5/L999 JEM Act.ion: NorE PLANS ro GREG ArilD LEoNAR
04/29/t999 r,sAt{DovA AcEion: APPR approved rtem: 05550 ENGINEERING Dept: ENGINEER Division:
o4/L5/L999 JRrtl Action: NOTE SAME PI,ANS ROUTED
04/29/1999 JR]II ACEiON: APPR APPROVED PER GREG
See Page 2 of this Document. for any conditions that may apply to this permit.
DECLARATIONS
t hcreby acknouledga thats I have r6ad thi6 application, filled ouC in full Lhe infornation required, co,ltPl€ted an accurats plo!
pLan, and 6caee Chat all che infornation providcd aB lcquired i5 correct. I agrea tso cotiply riEh lh6 inforaaEiotl and Elots plan,
to corrply r.ith all Tortr ordinsncG! and stsatsc 1ar6, and to build Ehj.s struccur.e according co tshe Toth's zoning .Dd t|u.Hirri6ion
codc6, deeig'n rcvi.y apptovcd, Unifor[ Buitding Codc and oEh6r ordinancoB of tha fofn applicablc tsherelo.
REQLESTS FOR TNSPESTTONS SHATTL BE rrADE I'l{EltTv - FOUR HOURS rN ADVATICE BY
S6nd clcan-up D.po6it Tor chriB BalI
PAGE 2
**********************:t*********************************************************
Permit #: 899-0065 StsaEus: ISSUED
**********************:t****************************************************:r:l***
CONDITIONS OF APPROVAI
as of O5/2O/99
PETMiT T\PC: NEW (SFR,P/S,DI'P) PERMIT
ApplicanE: BALL CHRISTOPIIER G & NIARY M
Job Address: 2835 SNOWBERRY DR
I.,OCAEiON: 2835 SNOI{BERRY DR
Parcel No: 2103-143-0L-038
Applied: O4/L5/L999
Issued: 05/20/L999
********************************************************************************
CONDITIONS ********************************************************************************
1-. THIS PROJECT WII,L REQUIRED A STTE TMPROVEMEI{:T SURVEY. SUCH
SIIRVEY SIIALL BE SIJBMITTED Al{D APPROVED PRIOR TO REQUEST FOR
A FRAME INSPE TION.
2. make note of corrections redlined on plans
3. MCPHEE SHOI]LD BE CONTRACTOR.
o
TO9F{ OF VAIIJ, COLOR.IDO SEaEcEnt
gtsacGnnt Nur!b.r: REc-oS2L Anoutlu: at673.25 O5/2O/9t Oet!4
Payuent [t.Ehod: cK NotaEion: 5026 Inir: Lc
P€-uiL No: 899-0055 Type: B-BUILD NEI{ (sFR,P,/s,DuP) PE
Parccl IiIo : 21,03 - L43 - 01-03 A
siE6 Addraad: 2835 SNOWBERRy DR
f,ocation: 2835 SNO}IBBRRY DR
ToEal Fccs: 3 ' 8?3.25
Ttris Pal,Ilcnt 3,673.2s aoErL tr,L Pals: 1,a12-25
EaJ,aac6: .00
tilitr*rrrit+rr
Dcscription
BP OO1.OOOO31111OO BUII,DI}IG PERIi'IT FSBS
PP ooLoooo3ll2f,oo PLAN CIBC( FEBS
Accouttc Code
A! D2 -DEPOS
loount
1,540.00
1,065.OO
500. o0
161.25
3. OO
dIE.ANT'P DEPOSITS
RE' 111000031L2700 RECRSATIOIT FEES
wc 0010000311,2800 rfrl,r, CALL II{SPECITON FEE
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BrrrLDrNG: $-,315!8()
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GoNTRACTOR INFORMATTON .Lw/r-
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VALUATIONS
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FOR OFFICE USE
. rown orVair RegistratiooNil'"'-- lEt -B pno** 4 70 ' 39 | - 'l'72(
€.. At,- r' El^ gr^ {Q.^.,-z -t At,n-, /1 nala 1.\t$Ur"*,tn*, ARNotc, Eler-etc: Address: Pc (3cxsgl-
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, Town of Vail Registration No.- pnon"* I ' ? W - 6(0')31 3
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Town of Vail Regisration No.- nnone *-7 / C''-
7 1999
BUILDING:
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Building (/ Plumbing (r-| Electrical (, Mechanical (a) Other ( )
Legat Description: Lot !' Block-f Filing soaai-sionZAtt-Tn'f PRlT,*'rvStt tt't)
Description of Job:Srrv6re- Fn utell ttt.t
Work Class: New Mf Alteration ( )Additional ( )Repair ( )Other ( )
Number of Dwelling Unis: /Number of Accommodation Units:
Number and Type of Fireplaces: Gas Appliances casLogsJ Wood/Pellet
a*ners N**LAfut t- Nvtt 6tt^ oo*or, )X 1 S. rr Letrc r,, C8, Va, r - ynoo"* 1 z o -u47 e1'?€ 36
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UPDATE sorls ry"l"Jil3$&T rNVE srrqArroN
VAIL INTERMOUNTAIN SUBDIVISION
EAGLE COUNTY, COLORADO
PREPARED FOR:
MR. CHRIS BALL
2854 SNOWBERRYDRIVE
VAIL, COLORADO 81657
Project No. 98-0293G January 13, 1999
8392 Continental Divide Road, Suite #107 . Uftleton, Colorado 80127 . Phone: 303/948-6220 . Fax: 303/948-6526
77 Metcal{ Road, #200 . Box 978 o Avon, Colorado 81620 . Phone: 970/949-5072. From Denver Direct: 893-1531
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TABLE OF CONTENTS
SUMMARY. ....'..'..1
PURPOSEAI.ID SCOPE OF STUDY.. .........'..1
srTE coNDITrONS........... ................:....
PROPOSED CONSTRUCTION........... ........................--'.-'..2
SUBSIJRFACE CONDnONS .................. .....'.."..........'...-.2
CONCLUSIONS AIID RECOMMEI{DATIONS '.....'......r'..3
Geologic Hazards ............'.....'.' ..-'.....'..3
Excavation Characteristiss i. $ite Grading ....................3
Foundations. ................:.r.. .....-.-.'.'.-'.-'..4
Concrete Slabs-on-Grade ....'......'.'..'..'..6
Foundation Walls and Retaininc Structures ......'....-'.- 6
Underdrain System .'..'.....7
Surface Drainage --.-'.-..-'..7
LrMITATIONS................... ....-..-8
FIGI]RE I _ SITEPLAN
FIGI]RE 2 - TY?ICAL WALL DRAINDETAIL
APPENDD( A - FIFI -D INVESTIGATION
FIGIJRES A.I THROUGH A-3 _ LOGS OF TEST PITS
LEGENDAI{DNOTES
APPENDD( B - LABORATORY TESTING
TABLEB.I- SUMMARY OF LABORATORY TESTRESIJLTS
2.
t.
SI.JMMARY
Subsurface conditions €ncountered in our ergloratory test pits at the site generally consisted
ofapproxirnately 3 to 4 feet oftopsoil underlain by native soils. The native soils generdly
"oosirt
a of sandy silt and ortended to the maximum S-foot depth of our test pits.
Groundwater was not encoufltered in our test pits at the site.
We recommend conventional spread and./or continuous footings bearing on native soils or
new structural fill be used to support the proposed residence. Fmtings may be designed for a
maximum allowable bearing pressure of 2,000 psf.
PTJRPOSE A}.ID SCOPE OF STT]DY
'This report prcsents the results of an updarc soils and foundation investigation for the propoced
constnrction of a residential structure on lot 8, Block 9, of the Vail Intermountain SuMivision in
Eaglc County, Colorado. This report is an updarc of otr October 1986 Strb and Fotudatton
Imtestlgation for Proposed Resldence, Lot 8, Block 9, Vatl Internnuntain Development
Subdi}dstotl fugte County, Colorado. The project site is shown on Figure l. Thc study wqs
conducted in accordance with the scope of work outlined in our December 23, 199E, proposal to
Mr. Cbris Batl to satisfy Eagle C-ounty requirements.
This report has been prepared to summarize the data obained during the study, and to present or
conclusions and rccommendations for the proposed construction based on the subsurhce
couditions encountered. The recommendations contained herein are intended to uPdato those of
the 1986 r€port with regard to additional information obtained during the surrent investigation
and ctcent shndads of practice. Design paramsters and a discussioo of geotecbnical
engineering considerations related to the construction of the propoeed residence are included in
the report.
Tbe scope ofthe study consisted ofa review ofthe 1986 reporq a site reconnaissance and the
excavation of tbree test pits within the proposed development area. Laboratory tcsts were
performed on sclectcd samples obtained from the test pits to obtain information on pertineot
geotcchnical engineering prc'perties. The scope of wor* did not include general or site specific
slope stability or geologic hazard analyses.
O
SITECONDMONS
The zubject site consists of an approximately 0.4-acre lot located north of Snbwberry Drive in the
Vail Intermountain Subdivision in Eagle County, Colorado. The lot is curreirtly vacant and is
vegetated with pine and aspen tre€s as well as brush and weeds. Approximately 2 to 4 feet of
snow covered the lot at the time of our field investigation. The lot slopes moderately to the
northwest with total eler"ation change across the lot of approximately 30 feet. The site is bound to
the south by Snovrberry Drivg to the west and north by cxisting residences, and to tlo east by
.vacant
land.
PROPOSED CONSTRUCTION
No project plans are ctrreotly available, but it is anticipated tlat development will consist of a
two- or tbrec-story structure ticred into the billside with a walk-out basement. It is anticipated
tbat significant grading will be rcquired to construct a building pad with cuts and fills of up to
approximately 8 fe€t. No information on r€taining walls is availablc, but it is assumcd any walls
constructed will be no more ''-n t feet in height.
If project plans vary significantly from those described above or depicted in this re'port, Inter-
Mountaia Engineering sholld be cofiast€d to review an4 if necess:rry' rwise the
recommendations coutained herein.
STJBSTJRFACE CONDMONS
Information on subsurfrce conditions was obained by logging thr€c test pits at the site.
Ad{itional information rcgardi4g the field investigation and logs of the test pits are included in
Appendix A. Iaboratory t€st results werc performed on selected samples from the test pits. A
description of laboralory testing and test results are included in Appendix B. Generdly'
subsurBce conditions coosisled oftopsoil overlying native soil.
Underlying approximately 3 to 4 feet of topsoil, native sandy sift was encountered in our
crptoratory fest pits. The native soil ortended to the maximum S-foot depth of our test pits.
Iaboratory test results indicate the native soils have low plasticity indices. A review ofswell'
consolidation tests pcrformed for the 1986 report indicafes the soils bave negligible to vcry low
swell poteffial.
Groundwater was not €n@untered within our t€st pits and a near-surhcc groundwater table is not
anticipated at this site. However, perched grbundwater surhces can develop a.nd are
.not
gncommon in hillside areas. Groundwater levels may vary seasonally with snowmelt and
precipitation.
CONCLUSION AND RECOMMENDATIONS
Ceolsgie&zale
A detailed slope stability or geologic hazard analysis ofthe project site or the area in general was
nqt within the scope of this rqtort. Tfu Bedrock Geologic, Surfictal Deposits, and Potenttal
Geologtc Heard4 fugle Cottnty, Colorado, nraps by Charles S. Robinson & Associates, Inc.
(1975) indicate the sirc is within a slope frilure complo<- This is described as "Large arcas of
frilure of sgrficiat and bcdrock units . May consist of a combination of slopc frilure t1pes.' The
scope ofthis report did not includc analysis of landstide or slope frilure potemial affecting tho lot
or the project area in general. We recommend an engineering geologist be consulted to evaluate
potential landslides and/or slope instability atrecting the lot.
Excavation Cbaracteristics
Excavations into the topsoil and native soils at this site may generally be accomplished with light
to moderate effort utilizing conventional heavydutygrading equipment. Large boilden were not
encountered within our t€st pits but may be present at other locations undcrlying the sitc.
Sitp Grading
l. Grading shorld begin with the removal and exportation of vegetation and deleterious maferiat
from the ar€as to receive fill or improvernents. Topsoil should be removed to expooe nativc
soil.
2. Structural fill underlying foundations and within a l:l zone extending &om the base of
footings should be compacted to a minimum 100 percent of the standard Proctor density at a
moishue contefr at or slightly above optimum. All other fill, unlcss otherwise specified
herein, should be compacted to a minimum 95 percent of the maximum standard Proctor
density al or slightly above optimum moistur€ contetrt.
3.Fill materials shoutd consist of a nonenpansive material with a ma,timum liquid limit of 35
and a manimum plasticrty indel< of 10. Fill should be free of organic and deleterious matter'
Fill within 5 fcet of foundations or slabs on grade and within 2 feet of surface improvements
should not contain rock fragments greater than 8 inches in maximum dimension. Rock pieces
may be placed in deep fill or landscape areas.
Fill placed on slopes must be benched into the existing hillside. Failure to bench may lead to
slope instability and settlemenl Benches should be cut a minimum of 3 feet horizonhlly into
the slope and bave a ma:dmum heigbt of 4 feet. Benches should remove any looee soil
ergosed on thc slope.
5. Deep cuts in the ste€p hillside may criarc slope instability. Detail€d slope stability analysis
was nd within tbe scope of this report. lt is the contractor's responsibility to maitilain
crccavation and slope stability during construction. The potential for instability can gencrally
bc decrcascd by pcrforming construstion dudry dry wcather, bV limiting the depth of
o<carratioos and by maintaining moderate inclinations on excavations and temporary slopes.
Forndations
l. Convelrtional spread and continuous footings bcaring on bedrock or new structual fill rnay
be utilized to support the proposed residence. Footings bearing on native rcils or new
structunl fill may be desiped for a ma:rimum atlowable bearing pressure of 2,000 psf.
2. Footings shorld have a minimum width of 16 inches for continuous footings and 24 inches
for sprcad fmtings.
3. Exterior footings and footings beneath uheated areas should be provided with adequafe soil
cover above thcir bearing elevation for frost protection. Placement of foundations at least 48
inches below o<terior grade is typically used in this alea.
4.
5.
6.
4. The lateral resistance of a fcnting placed on undisturbed bedrock and/or properly compacted
structural filt will be a combination ofthe 5liding resistance ofthe foundation materials and
passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of
the footings may be calculated based on an allowable coefficient of friction of 0.25. Passive
pressure against the sides of the footings rnay b calculated nsing an allowable equivalent
fluid unit weigbt of 250 pcf.
Compacted fill placed against the sides of footings should be a granular material meetiog the
requiremsds for stuctural fill underlying footings as gtven under Site Gradinc. Fill should
be compacted to a minimum 95 percent of the standard Proctor density at a moisilre conteNf
at or sliglrtly above optimum.
Appropriate reinforci4g for the footings should be provided by the sEuctural eogineer.
Coatinuous foundation walls shorld be reinforced top and bottom to span an unsupported
length ofat least l0 f€et.
Where improvements are planned near the top of a slope steeper tban 3:l
(horizontal:vertical), special foundation and/or desigo considerations are recommended due
to the tendency for lateral soil movement.
o For slopes less than 20 feet high, luilding footings should be deepened such that the
bofiom outside edge ofthe footing is at least 7 feet horizontally from the frce ofslope.
r Where the height of thc slope orcecds 20 fect, thc minimum horizontal distance should
be increased to II/3 (whcre H equals the vertical distance from the top ofslope to the toe).
. Alttough othor improv€rn€nts which are relafively rigid or brittle, such as consrete
flatwork or rnasonry walls, may oqerience some distress if locarcd near the top of a
slopg it is generally not considered economical to mitigate this potential. It may b€
possible, however, to incorporate design measures which would permit some lateral soil
movement without causing erdensive distress. tnter-Mountain Eagineering Ltd. should
be contacted for spccific recommendations.
A representative of the geotechnical engineer should observe all footing excanations prior to
concrste placement.
7.
O
Concrete Slabs-on4rade
l. The native on-site soils, exclusive of topsoil, are suitable to support lightly to moderjtely
loaded slab-on-grade construction. To reduce the effects of some differential movement
floor slabs should be separ*ed from all bearing walls and columns with expansion joints
allowing uorestrained vertical movement.
2. Floor slab control joints should be used to reduce damage due to sbrinkage cracking. The
control joint spacing and slab reinforcement requirements should be established by the
designer based on experience and the intended slab use.
3. A minimum 4-inch layer of freedraining gravel sbould be placcd beneath the slabs. This
material shorld consist of minus 2-inch aggregate with less thrn l0 percent passing the No.4
sievc and less than l0 percent passing the ]{o. 200 sieve. Where moishrre sensitive floor
covcrings are plannd a moishre barrier should be placed above the gravel layer. If a
moishrrc barrier is usd prmutions should be taken to aroid slab ctrling as a rcsult of
differential curing. For instancc, a minimum 2-inch layer of sand rnay tle placed betvreen the
moisture barrier and the slab to absorb water during the curing period.
Foundation \ilalls and Retaining Structures
l. ndaining walls not r€strained at the top and having a lwel bacldll surfaco should be
designed for the pressure ocerted by an equivalent fluid pressure of 40 pcf. \{here the
bacldll will b€ incline4 at no steeper than 2:l (horizontalvertical), ao equivaled fluid
pressure of 50 pcf is recommended. Restrained walls should be desiped using an equiwletr
fluid pressure of 50 pcf for level bacldll and of 60 pcf for bacldll inclined at no steeper -qen
2:1. The above pressures assume properly compacted granular bacldll with no hydrostatic
forces and no imposed surcbarge load.
Bacldll should consist of maferial witb less than ?0 percent passlng the No. 200 sieve' a
maximum liquid limit of 35 and a maximum plasticrty index of 10. Most of the on*ite soils
are considered suitable for use as bacldll. Howcver, materials over 8 iDches in matcimum
dimension should not be placcd within the backfill. Backfill should be compacted to Hween
93 and 97 percert ofthe maximum standard Proctor density.
3.
4.
The above pressur€s assum€ drained conditions behind the walls. The buildup of wafcr
bebind a wall will increase thd lateral pressure impoced on a foundation or retaining walt.
Rctaining walls should be provided with a drainage system as depicted on Figure 2.
Waterproofing should be provided as required by the project architect.
Retaining wall footings should be designed in accordance with the recommendations given
under Foundations.
'5. The above recommendations are generally applicable to the design of rigid concrete or
nrasonry retaining waUs having a maximum height of t feet. In the event walls higber tban 8
feet or otler tlpes of walls, such as mecbanically-stabilized earth walls, are plaand Inter-
Mountain F.ngineering should be contacted for further recommendations.
Underdrain Svstem
i
l. Betow grade structres should bc protected by an underdrain and perimeter drain ryatem'
Althougb groundwater was not @countered in orr ocplorafory €xcavations, it has besn our
ogerience tbat locat perched water &€quently dwelops in hillside areas subs€quent to
development.
2. The underdrain system should consist of the layer of free{raining gravel connected to
perimeter drains. The perimeter drains should consist of a minimum 4-inch diameter eloted
pipe at the base ofa trench surrounded above thc invert level with free{raining gravel. The
gravel should extend up to slab lwel. The drain pipes should be placed at least two f€et
bclow the bottom of the floor slab and drain at a minimum gndieot of I perccnt to a posfive
drainage outlet.
Surhce Drainage
l. Adequate drainage is imperative to rcduce the potential for differential soil movement,
erosion, and subsurface se€page. Under no circumstances should water be allowed to pod
adjacent to footings. Tbe sirc should be gnded and maintained such that surhce drainage is
directed away from the strus:hre and the tops of slopes into swales or other controlled
drainage devices. The grorod surfrce surrounding the exterior of the building should be
stoped to drain away from the foundation in all directions. We reoommend a minimum slope
of6 inchcs in the first l0 feet in unpaved areas and 3 inches in the first l0 fe* in parred areai.
noof ana pavement drainage should be directed onto sptashblocks or iuto conduits which
carry runoffaway from the proposed structure.
3. kndscaping irrigation should not be used within 10 feet of the foundations. It is
recommended these areas not be vegetirted. If the owner utrderstands the increased risk of
foundation and slab distrpss and chooses to vegetate the areas adjacent to the residence, it is
imperative tlat vegetation requiring minirnal moisture be used.
LIMTATIONS
This report bas been prepadd in accordancc with generally acc€pted geotechnical orgine€ring
practices in this area to satisry Eagle County requirements. No other warrdnty is ogrcssed or
implied. This report is issued with the understanding tlat it is the responsibitity of tbe owacr, or
his representative, to @sure that the infornation and recommendations contained hcrein are
incorporated into project desigrr and constuction and that the nec€ssary steps are taken to see tbat
the coutractor and subcoffactors carry out such reconmlendations in the field.
Tbis report bas becu prepared for the orclusivc use ofthe addressee for the proposcd constnrction
at Lot 8, Block 9 of the Yail Intermountain Subdivision in Eagle County, C-olorado. The use of
this document or thc information containcd herein by any otler Person or eftly is not authorized.
In the event any orttrer person or entity desires to use .' is docament or the information contained
herein for any purposg Inter-Mountain Engineering must be contact€d to obtain wrifien
autlorization.
The findings of this report are valid as of th present date. However, cbanges in the conditions of
a property can occur with time, whether due to natural proc€sses or the worts of man oo ltis or
adjaceut properties. In additioq cbanges in applicable or appropriate stadards may octur,
whether thcy resuft from legislation or the broadening of knowtedge. Accordingly, thc findings
ef this report may be invalidatcd wholly or partially by changes outsid€ our control. Therefore,
tl :s report is subject to rcview and should not be relied upon after a period ofooe year.
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VAIL INTERMOUNTAIN SUBDIVISION
EAGLE COUNTY, COLORADO
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LOT 8, BLOCK 9
VAIL INTERMOUNTAIN SUBDIVISION
EAGLE COUNTY. COLORADO
nA* ar AS t'nrcw l/s/ss
o
APPENDD(A
FIELD I}.IVESTIGATION
The field investigation was performed on January 12, 1999, and consisted ofa site reconnaissance
and the excavation of three exploratory test pits. Tb€ test pits were excavated with a track-
mounted backhoe eguipped with a 24-inch bucket at the locatiors indicated on Figure 1. The pits
o<tended to depths ofapproximately 5 feet below the existing ground surfrce.
The soil conditions encountered ia the exptoratory test pits were visually ocamine4 identified 8nd
logged in general conformance with the American Society for Testing and lvlaterials (ASTM)
Practice for Description and Identitrcation of Soils (Visualivfanual Procedure D 2488).
Distgrbed bulk samples were obtained ftom selected locations within the test pits for taboratory
t€sting. Test pit lo$ p€picting the soil types cncountered and the deptbs at vrhich saroplcs wcre
obained are presented on Figures A-l through A-3. A legend and ndcs for thc logs follonn.
O rEar Prr tto. 1 L
DATED LOGGEDT 1/12/99
APPROX. ELEVATION: FIGURE No': A-l
DEPTH
IN FEEI 5 A
an
z
d,
Hl .^-crF to o2 d5
J o E
UI
DESCRIPIION OF MATERIAL REMARKS
I I
.-l
I
I
'r
t0
12-
11-
Topsoll
\
SILT. cloyey, sondy, medium
dcnse, virry moisl lo wet,
orongc-brown.
PIT LOG OF TEST o
ltrr*er-rrountain lArngin eringr-ta.
PROJECT NO.:
DATED LoGGED: 1/12/99
APPROX. ELEVATION:
IIE8! PIT XO. 2
FIGURE NO.: A-2
SILT. cloyey, sondy, medium
dcnie, viry molsl'lo wel,
oronge-brown.
LOG OF TEST PIT
DATED LOGGEDT r/12/99
APPROX. ELEVATION:
O 'Esr Drr !ro. 3 O
FIGURE NO.: A-3
DEPTH
IN FEET 5 o-
=v,
z
c,
Hl o!
=t oz d5
J o @
=U'
OESCRIPTION OF MATERIAL REMARKS
I -.-l
-'l I
I I -l
'-
l
l E-r
:
''_
-
'"_
11-
Topsoll
\
SILT, cloyey, sondy, medium
dcnse, v-ry molsl f o wel,
oronge-brown.
LOG OF TEST PIT
PROJECT NO.:
o
APPENDXB
I.ABORATORYTESTING
1,6bor*ory tests were performed in accordance with generally acpe, ted ASTM test methods or
other zuggested procedures. Selested bulk soil samples were tested for plasticity characteristics-
Tbe laboratory t€st results arc sumrnarized in Table B-1.
o
a F
F]
a
fr1 &fr it)
frl
Ei
F.r &ts9 q5 E&ZO an
Ft
fE o
x
E
a
(,
m o\N ?oo o\
o z
ts 'g
A
$ll e r
E t
+a
It
i.,
a
4'
$o
-if
a
.P
vl
E
a
Eg3
t
E &
i
sH#s
tl
:I ta J
-u t
F9
Eg
Or z z Or z
',R .lt v 6,?"tE
t-\o
rf*
I
E
8
E
s'
E
E rFe
E€3'
I i
3
Ar-
Il r c.t cft q
E
.E F
o,|rn
EII trfir{
W
Synbol Description
Strata symbols
Topsou
silt, clayey, sandy
Soil Samplers
Bulk/Grab samPle
Notes:
1. Exploratory test pits lrere excavated using a track-mounted backlroe
equipped with a 24-inch bucket.
Groundwater was not ensountered Ln our test Pltq at the site.
Test pit locations were paced off from existing features.
These logs are subject to the linitations' conclusions and
recommendations of this report.
2.
3.
4.
TO?$}I DF' VAIL
75 S. T'RONTAGE ROAN VAIL, CO 816s?970 479-2L38
DEPARTT{ENT OF EOMMIJNTTY DE'JEIJOPMB}|TI:
NOTE: TI{IS PERMIT MUST BE POSTED
ETECTR CA,L PERMIT
Job .\ddress: 2835 SNoWBERRY DR Locatlon. -. : 2935 Sno$rberry Dr.Parcei llo- . : 2103-143_01_O3g Projecc No. j PRJgg_o281
APPLICAIf,T ARNOI,,D ELEqTRTE P.O. BOX 552, AKRON, co 80?20
COITTRACTOR ARNOLD ELESIRIC
P.O. 80x 562, AKP.ON, co 80720 OIINER B},LL CIIRISTOPHER G & MARY M 2854 SNOWBERRY DR. vArL, eo 81657
ON JOBSIIE AT AI,IJ TTMES
899 - 0111_Permit #:
StaLu€.-.: ISSUED Applied. - | 07/06/rssg Issued...: 07/0911999 Exlrires-. : OL/05/2OOO
Phone: 1-888-660-2843
Phone: 1-898-650-2843
Descr5.ption; ElecErlcal for new sFR and tcmporarf povaluaE,ion:e 8,500.00
Pgo 0uElrlIY
El.<t!i.crl - - -> 19? o(,1aa. oo
.0c
r60 ,0o
160. CC
.aJ
Dgt t.c
in'?.rLi,grt.lcn r
lJj, il call----,
TOTAL 9EE3- - - r
?oLr1 crlca:,atcd Fc6r - - -t
Additiqlal, t€.s-- -- -- -^ ->
?ot.). F.rilit f€.----- --->
Palft.it r "
E!,'.t-UcE DUE-- -. -
.o0
uo
!(6.Ca
tt*riaa *rrrrttt tirl *r9a a rr.. +r.r r***iraarttrr)r*
I!er-n: .06000.-Fqr-qrRrcAl DEpARruFtrr Dep!: _BurLDrNc Diwision,o't / o? /Lees KATHY -jicr-lonl- ApFH.-lpproveO p6i-- Ica{/etc rrem:' 0s600 Fri€ nep[F.ilffii{. _ _ _ - oepii', FiFn Division:07/07/L999 r(Ail'lrc fCil;;; AppR N,/A -r'J
CONDITION OF APPROVAT
1. FIELD INSPECTIONS ARE REQUIRED TO CITECK POR CODE COMPLIANCE.
r*t r tfll tf,r*r*tt ''l r*'tt !t !**ati ' rr*iararrrrttr*aa.-a.rrrr**.*r.rr.
DBCTARATIOIIS
I h.t.by rchno?1cdg. tltaL t tr!. raad thl. ap?licreton, fillrd ouE in lutl Eh! iafor(lElo, r.quiraC,, ccrnFtcL.C rr,l r6cun.t. siot plrt' ''d 'ElE' ih't all uha iafcroacion p!'wic.d.. !.qrrif,.c ic corr.ct. t.gyc. r-c conlrt? r,ira rir. iatotr.lica ;;;"; ;i;,'_6 cotrQly vtch All ?c*n ord:naocila aad t:ai. liY8, lr'd to bui:d thi.r .:r.,,c!rl!.. r€cercrnt !4 r.h. ?grn]t zc,i,.ng ald 6uD:l?'ti.on 6od", coorgn revicr .tplov.d, uni fgrm lulrdtng ccdc rbd cch.i ord{hr.,cco ,rf thc lcrn rpprtarbra chcr.6io-
R'QUBST' foR tNsPlclloNs sfiAtJL ct }hDr arcNly ^ loirR Horns tN ADVANCE sl ttl,lpnoNE At rtr.:€ oR at orrR cFFrcg lRgM AX 5!00 ?M
.gSTRACTCR FOR Lllf, 9NtttR
zsb26Lb6z6, ar IdSO -n3O - l,lOO -AOI, l.lOarl sr,sr €B-60-1nc
JUN-2S-9€)15, O5 FROH. TOV-COlt-OEV-DEPT.
PBJqS- OeSl
PErD,it #
/.€s,t)ctt,
Archirec{ /**l 1z r, rtr./t r', .z elars' /7 6ov /rf z\ , 2-v:',2 Pt,ond q'/o'q26-,5-oE,
ls:1rs FROl,l . TOV-COII-DEV-DEPT. lD,9?O4?92.152 PAGE l./"
rowN o F vAll oNsrRuclo N PERMTT APOcotBlfS
T1le Ce i Ve t
6 1999
Mad the Eade Coutv Assessors Oflice at 97u32rcd40 fo( Pat@t ,
Parcztp )/O3/y'3o/ 03K
Dare: 'o J zq
Job Na.urc: d"
PlunbiDg ( )Elefiicd ( '}'Mechaical (Othcr (BuildiDg ( ) PIunbIDg ( ) Elecrtcd ( '}- Mecnancar ( ) (xlct ( )
l-eg.l Descripciou: Lot-.-.----,8- Bl-'u .'1 FilL Subditnsionil t kr tI.urt /a,.-
o*rr,rst'tare:@ Address:Pbsrcs
JobAd&ess: 7li 3,t Shad lst, r
Desuiptioo of Job: 5F
Wort Class: Nelw ( ")'-
Nonbcr of Dwelling Uuits:
Norrber a'ud Typc of Fireplaces: Crat Apdiarces
Toon of Vail R4isu-aiou No. lt5-E
Ptunbilr CorFrcbr
Tonm of Vail Regisa,ion No.
llec[adcal Conffior;
Tcryo of Vail Regisrraion No.
Ntes-dim ( )Additiosl ( )R+ar ( )OdEr ( )
Nunbtr of Accooaodaliotr UntE:
Gtl-ogs i Woodr?eller
VALUATION:i
BUII-DING: $
PLL]MBING $MEC:IIAMCAJ. $
CONTR.ACTOR INFORMATION
Gcnerd-Coptr2.ion Address:
ELECTNCAL: S--fifuc:-
Phooe #
OTHER S
TOTAL 5
's.u^ Cu t 4ta
$ltou-
Towa of Vail R.egistrari ^S1o i 8t, - B
Ercctricrl contractor- 4 *;. -; *H-' o
Address:
Phonc #
Ad&ess:
Phone #
Addr6s;
Phottc #
FOR OFFICE USE
SIGMTURE:
ZONTNG:
SIGI.IATURE:
cLEAx UP DEPostT REFIIND TO: _ _
(r 7e,- (r27./- //L-7
TOWN OF VAIL
75 S. FRONTAGE ROAI)
vArL, co 8L657
97 0 -479 -2L38
.fob Address...:
Location-.... .:
Parcel No.....:
Project Number:
2835 SNO}TBERRY DR
2835 Snowberry Dr
2LO3-L43-01-038
PR.t98 - 0281
status...: IssIlED Applied..: 07/06/t999 rssued...: 09/20/L999
E>cpires..: E/a8/2000
DEPARTMEIVT OF COMMI]NITY DEVELOPMENT
NOTE: TTIIS PERMIT MUST BE POSTED ON 'fOBSITE AT ALL TIMES
MECIANICAL PERMIT PermiE. #: M99-0O72
OWNER BAI,L CIIRISTOPHER G & I{ARY M
2854 SNOWBERRY DR, VAIL CO
CONTRACTOR ROCKY MOIJNTAIN PLIil'IBING
5510 KIOgIA DRIVE, GREELEY,
8L657
co. 80534
Phone:
Description:
Mechanical for new SFR
Fireplace Infonhatsion: Restricted: Y +of Gas Appliances:
ValuaLion:
#of Ga6 IJogB:
970 -33 0 -8470
1_2, 000 . 00
Sof wood/PalleB:
rr. FEE SITMMAIIY ***rtri***rt*ti !r**.**,r*itla*i
240 .00
60.oo
. oo
3.OO
Re6tuaranc Plan Revi€p--> .00 Total calculaEed Fee€-__> 303'00
DRB F!e-------- -oo Additional Fees---------> .O0
ToTA! FEES----- 303-00 Total PcrEit Fe€--------> 3o3.oo
Pal|EantB-----_- 303.00
BAraltcE DI,E-- -- -oo
BUTLDING DEPARTMEI{.T DCPI: BUILDING DiViSiON:KATI{Y Action: NOTE RouLed to Ctrarlie
'JRM Action: APPR approwed irm -FfNE DEPARTI"IENT -Dept: FIRE DiviSiON:KATITY AcLion: APPR N,/A
Mech.nical- -- >
P1an chack- - - >
InwaaEigation>
BilI calL- --->
Item:05L00 07/07/L999
07 /a6 /]-999 Item:05600
07 /07 /L999
t_.2.
3.
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPI-,IANCE.
eOMBusrror.r ArR rs REeUTRED pER sEc. 701- oF THE 1997 wc, oR
SECTION 701 OF THE 1997 IMC.
INSTAI,I"ATION MUST CONFORM TC INSTALI"ATION MUST CONFORM TO MANITFACT'URES INSTRUCTIONS AIiID
TO CHAPTBR 10 OF THE ].997 I]MC. C]IAPTER 10 OF THE 1997 IMC.
4-
5.
6.
7.
8.
9.
TO CHAPTBR 10 OF THE ].997 I]MC. C]IAPTER 10 OF THE 1997 IMC.
GAS APPLI.ANCES SHATL BE VEIffTED ACCORDING TO CHAPTER 8 AND
SIIALL TERMINATE AS SPECIFIED IN SEC,8O6 OF THE 1997 IJMC, OR
CHAPTER 8 OF THE ].997 IMC.
ACCESS TO IIEATING EOUIPME}TT MUST COMPTY WITH C]IAPTER 3 AI$D
SEC.1O17 OF THE 1997 I]MC AND CHAPTER 3 OF THE 1-997 IMC,
BOILERS SHALL BE MOTDTTED ON FTOORS OF NONCOMBUSTIBLE CONST,
T'NLESS LTSTED FOR MOT]NTING ON COMBUSTIBLE FLOORING.
PERMIT,PI,ANS AND CODE ANA]-,YSIS MIUST BE POSTED IN MEC:IANTCAL
ROOM PRTOR TO AN INSPEETION REQUEST.
DRAINAGE OF MECHANICAL ROOMS EOTiITAINTNG HEATING OR HOT-WATER
SUPPLY BOILERS SHAI,I., BE EOUIPPED WITH A FLOOR DRATN PER SEC.1022 OF'I]HE L997 IJMC, OR SECTION 1004.6 OF THE 1997 IMC.
codbusts air mrst meet. code requirements per btsu ratsing
*********************************************************************:t**********
DECI,ARATTONS
I her.by acknovl,edg. ehat I hare read t'hi6 applicaLion, filled out in fuII Lhe infornation requirea, co|trplet.ed an accuraLe plot
ptan, and 6tate that alL tshe infontraLion provided as required ie correct. I agree to conply rritsh the inforBaeion and ploc plalt,
to conply with all Town ordinanc€a and seate lans, aDd to build this strudture according, lo the Town'6 zoning and subdiviaion
codc6, dc6i9n llvicr approwed, Uniforn Euild.ing code and other ordinances of che To!.n applicable tsheteto.
REQITESTS FOR INSPECTIONS SHALL gE MADE T'WEMru-FOUR ttOURS IN ADVaICE Bv TBLEPHONE AT 4?9-213e oR AT OUR OFPICE PROM 8:o0 Ati 5rO0 Pll
SISNATI'RE OF OWI{ER OR COMTRA$OR FOR HIMSEIJF AND OI{I{BR
_
ta*rrti**J+*rri*tirr**rr**rrt+ ****i*i**iri*r***+1
ToltN oF VAIL. coIroRADo stacenDt
SEateEnC Nunber: REC-0562 lrnount:303,0o 09/20l99 0S:58
Payuenc M6thod: cK NoEalion: 2440/wIEuER HEAT Init: JN
Permit' No: U99-O072 Type: B-MECH I.iBCIIANICAL PERMIT
Parcel No: 2103-143 -01-O3a
slEa addr€es: 2e35 SNoWBERRY DR
LocaEioa: 2935 Snogberarv Dr
Total Fcea:
Ttia PafrdenE 303.00 Total AIJL PntE:
Balanc6:
AecounE Code
303 - 00
303 . 00
. oo
Arnourtt
240.00
ao.oo
3. OO
Descripcion
MP OOIOOOO3I11300 , MECHANICA! PERMIT FEES
pF 00100003112300 Pr,A"[t cHEtr FEES
wc 00100003L12a00 WILL caLlr INSPECIIoII FqE
JUN - 29 -9SI 1S. OS FROM' TOV-COM-DEV-DEPT.tD'9?@4?92452 PAGE I,/"
TOWN OF VAIISNSTRUCTION PERMIT APPOATION FORiIBS. OZ8I
nuroRrrArroN MUsr BE corcrrrE oR ruE AlplrcArroN wrLL #l0h-fie C g i Ve C
Mad tne Eade CouW Assesstors Offic? at 970-32NgO for Par@l ,
Porczt b J/ d3 / {-7O / o .7 K
. ./ /^^Dare: Lr / 29 /9 2-ftrait#
J&Naze,: 44 // t{e- 5 rtXttc z-Job Ad&ess:
BEildiB( )Plunbilg (Elecrrical (Mecbanical (.f Othcr (
t err Descriprio s,. t-ot-t- I]lrx'!.:L- F bg-- Suffiritsion Ttt t(rtnci' n '1"',
oqm€rsN@e: ( /,,' 5 4"//- Addrcss:Pbsrc#
ffchirecr: 4c /, /.a t't t<..ftond-2/!-?t!:'ffif
JUL 06 1999
Desoipticn of lob:
Work Class: Nell, (4
Nombcr of Dq'elliry Uors:
Nunber ald l)tpc of Fire'Placcs:Gas npCianccs
BUII,DING: $
Additional ( )Rcpar ( )Otiwr ( )
ldtBb€r of Acco4oodadotr Unlls:
GaAl-o|#__J_ woodPdlcl
VALUATIot\Ls
OTHEK S
TOTAL 5
Alteraim ( )
/
PLUMBING $
Tosn of Vail Registrarion No./ r/,- B
Elcctricd Contnctor:
Tou,r of Vail Regisu-aion No.
Ptonbile Coltrrcor:
Toua of Vail Regisraion No.
$303o ilcchadcaj Coltnctor:l"
Gcnerrt-Cootr-tor 2?t-Pln< /irn s /,---'/rr, Address:
A.ddftss:
Phonc *
Addts:
Ptone #
Jldoress:
BUIL-D{NG:
SIGMTURE:
ZONfNG:
SIGI-IATURE:
CLEAN UP DEPOSTT REFTIND TO: - .. _
ELECTRIC.qL:
IVIECIIAMCAL $
CONTRACTOR INFORMANON
Phooe# 47t> Lt.t- ltlz
2/-. ld//, ?Jv'/'/z a. FatSz
{-z--ttvsy
TowaofvaitRegisraio.No. l?3-ff) Pholr-# fJo-34'-Jq7o .-
Qno-.39 t- Oqqk - Druq -ccrr:S
FoR oFFlcE usE q-1O'SCIo-qz t5 - fuJ'
fla- zt'-J'v7o
o o
tsrs.ut,+ '}oQ
SO Grcr*,_Vl H
J[eie,at- I}'rul
. -3 P- -tq)-*-gto's gAgtl- -
$orr*<
,to) lo*
+"/ (^
4t PP* 7A
p f .-^ /t o 7A'-ql ,odtb
ryt;r-
t1 'uno fl",'[\
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llt
t
rfiUf6bPv
I l,n il t '(u' ,p\z'fl J\ | l/- rrl llr .^\. t!
^{lr' .lU'- t*tf
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/
\ "' s.lur o,J
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co 85919tte4F 6t:zl 566I /i0 i 3a }.icE-ur\ftItrA31llD
5.:
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6t:zl 6tsilL6 !!?sG-Eli.tIr1A3134D s59t9ge6i.6
TOWN OF VAII
75 S. FRONTAGE ROAD vArL, co 81657
970-479-2A38
Job Address.-.:
Location......:
Parcel No.....:
Project Number:
2835 SNOWBERRY DR
2835 Snowberry Dr
2103-143-01-038
PR,J98 -0281
DEPARTMEI{| OF COMMI'NITY DEVELOPMEIiIT
NCTIE:TTIIS PERMIT MUST BE POSTED
MEC]IANICAI, PERMIT
ON 'JOBSITE AT
Permit #:
status...: ISSIIED
Applied..: 09/23/1999
Issued-..: 09/28/L999
Expj-res .. z o3/26/2oo0
ALL TIMES
M99 - 013 8
APPLICAIIflT TIIE HEARTII EXCTIANGE INC
P.o Box 570, MrI{:rIlRN CO 81545
CONTRACTOR TIIE HE.A,RTTI EXCIIANGE INC
P.O BOX 670, MINrURN co 81645
OWNER BALI-, CHRISTOPHER G & MARY M
2854 SNOWBERRY DR, VArL CO 8L65'7
Descript,ion:
Mechanical for gas fireplace installation
Fir€pLace Infomation: RedLricted: y *of Gas AppLianced:
Phonez 827-9623
Phone:-827-9623
Valuation:
*Of Ga€ Logr6:
2,000.oo
i+of wood/Pallcl:
FEB SU!'UIIRY
ltcchanical_ _- >
Plan chcck- -- >
InvcsEigatsion>
40.00
10.oo
will Call----> l. oo
RestuaranL Plan Rcvielr- _ > .O0 Totsal calculat.cd PeeE- - _ >
Additional Fees--------->
ToEaI PerEiL F6e-------->
Pa].menta - ----- -
.Oo TOTAT FSES-----
.o0
53 -OO
53 .00
.00
53 ,00
53 .00
"...' ;;';;;;;';;;;;;;;;;;;#*. " ".'" *-"-;#';;;;;;;';l;;;,'"'*.
o57it t1g99-I(AmV--- -aEt-ion: APPR APPRoVED PER: Kvl ita;;'os6oo-Firu urpeeml1eyi Dept: F1RE Divisj-on:
o9/27/a999 KATITY Action: APPR N,/A
CONDITION OF APPROVAL
1-. FrELD TNSPECTTONS ARE REQUTRED TO CHECK EQR qODE g9vpr'!Atil($-
2. e0rcusri0N-A-R-rS neourRED PER sEc. 701 oF THE 1997 IlMc, oR
SEc TON 701 OF TIIE 1997 IMC.3. rNsrArr-,ari6w-uruSr couFong ro MANITFACTUREg I{srRucrroNs AND -- To-ctiEprrn-ro 6r'-rtrn 1g9z uuc, CI{APTER 10 oF T}IE 1997 rMe.
4. GAS
_APFi,iATCTS SIIALL BE VENTED ACCORDING TO qIIAPTER B AND -- SHAT,L-teRMfNEie-As Specrpruo rn sEc.806 oF THE 1997 IlMc' oR
CHAPTER B OF TIIE 1997 IMC.s. ACcESS- To AEAfTNG sQurpFIeNT MUsr coMPLY wrTll cIIAPT"ER 3 AND Sse.l0r7 oF TI{E 1997 uMc AND cHAPTER 3 oF,.TIIE 1997 rMg.
6 . BoiLERS'ssalt -Ee t{[ItNTeD oN rr,oons oF NoNcoMBUsrrELE coNsr.wtrss-r,isrED FOR MOUNTTNG ON COMBUSTTBLE E'LOORTNG.-7. FERMIT.FLANS-AIID-CODE er.rar-,ySrS MIUST BE POSTED IN MECHANICAI-,
RooM PRroR To AN rNsPEgrroN REQIIEST'
e . DRir-NAGU-or-trtecrierdcar-,-n00Ms c0NTATNTNG HEATTNG oR HQT:wAaER -' SUpFLV-eoiLuiis-S r, Es EOUTpPED wrrH A !'!oqB DRArN PEB sEc.1022-or'-flre-lgg1 ulaC, on SscrroN 1004.5 oF TIIE 1997 rMc-
**************************************************************it*****************
DECI,ARATIONS
f hcrcby ackaoi ledgc thats I have read t'hi6 applicatsion, fi1led out in fu11 the infonatsion rcquired, coinplctsed an accqratc p1o!
plan, and st.at€ Lhat all tsh6 infonnation providad as requj.r€d i6 corract. I agree to col|lpty qith the informat.iotr arld plot p1an,
tso conply lrith all Tofrr ordin.aces and slate La!r6, and to build uhi6 alructure according !o the To{n'B zobj,nE and aqbdivision
code6, deBign review approwgd, Ufij.forlr Aui]ding code and oLher orai')ances of lhe Town aPPlicable thertlo.
REQUESTS FOR INSPEqIIONS SHAI,L BE MADE TWEI{If-FOI'R HOURS IN AD\IANCE BY TELEPIIONE AT 479-2138 OR AT OOR OFFICE FRoU a:00 AU 5:00 PU
SIGIR.TI'RE OF OHNER OR COIVTR,AFOR EOR IIIMSE',F AND OI{TER
TOInI OF VITIJ. L3LOF}DO scaEemnt,
gtsatetlttt NuEbcr I REC-0555 AEounE:s3. oo 091/2e/99 09 tL3
Pay[cnr. Mcchod: C.K lilot-aE ion: ?7?3/HEARTH BXCH Init: JN
Plrllit IiIo: t{99-oL38 T\p. I B'fltscE !{Ecll,utfcrn PaRurT
Parcel No: 2L03-143-o1-03s
sile addreae: 2435 SNO9IBERRY DR
LocaLion: 2835 gnowberry Dr
Descriptsion
ToEaI Feea:
TtriB Pafnaent 53.00 Total, .ALL IhEa:
Balance:
AccounE code
53. O0
53.00
.00
Anount,
{o. 00
10. oo
3. 00
IltP OOLOooo3l].L3oo I4ECHAI{ICAL PER|IT FEES
PF 00L00003r12300 PLAN alEe( FEES
ItC OO10OOo3112AOO WIIr! CILIr INSPECTION f'EE
pg5qg. oa8l
TowN oF vArCoNsrRUctoN
'ERM,,
orl,aATroN F.RM
INFORIV1ATION MUST BE COMPLETE OR THE APPLICATION WILL BE REJECTED
Contact the Eagle County Assessors O,ltce at 970-328-864O for Parcel #
Parcelr 2lO3 - \H3 -O\.D38
Dare: j - 2o-, a Permit# B 7'2 a/2 a;
Job Name: C,/z t- t I 8e.t/ (r's ,./e'* z <:.
Building ( )Plumbing ( )Electrrcal ( )Mechanical ( 'Il Other ( )
Legal Descriptio n: LU-t- Block 9 Filing Subdtvision OEQ-I- rto''u'*-zaz--.-t
Owners Narne: C/znt t B a. //6641ssg ?/:;-1 /''.c..,--t,-.-.<', Dr Phone#
Architect:Address: phone#
lob A rexs: .;l b J{ 9+r.--*-.+.-z--+.-.*r 1)f'
U
Elecrrical Contractor:
Town of Vail Registration No.
P-!gls.D!q-@:
Tovvn of Vail Regisrration No.
7t..
Alteration ( )
Description of Job:
Work Class: New (tJ-
Number of Dwelling Units:
Number and Type of Fireplaces:rxar*l tTrc/za"r7 c
BUILDING:
PLTJMBING
Town of Vail Registration No.
la- t /a.fz z->t--
Additional ( )Repair( )other ( )
Number of Accommodalion Units:
1< BV-3oR
Gas Logs Wood/Pellet Gas Appliances
$
$
VALUATIONS
ELECTRICAL: $
MEC}IANICAL $pcP6.ec
CONTRACTOR INFORMATION
Address:
OTFIER: $
TOTAL S
Phone #
Address:
Phone #
Address:
Phone #
,r . , I t-l-l - lft lrc
Mechanicd contractor H ct r{ I ,4xz h a o.t c-
Town of Vail Rcgisratron No. / 7 /' z4
Address:
Phone #
FOR OFFICE USE
BUILDING:
SIGNATURE:
ZONING:
OZa At r-*.-'r'<
FZZ -74 > 2
CLEAN UP DEPOSIT REFUND TO:
SIGNATURE:
SEP z 3 1999
Date Receive
TOWN OF VAII,
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2L38
APPLICANT
CONTRAETOR
OWNER
Descripti.on:
PLUMBING PERMIT
ilob Address: 2835 SNOWBERRY DR
LocaEion.. .: 2835 Snowberry Dr
Parcel No. . : 2LO3-L43-01--038 Project No. : PRJ98-0281
.]OBSITE AT ALL TIMES
Permit #: P99-0067
Status. .
AppIied.
Issued..
Expires.
DEPARTI,IETiM OF COMMI]NTTY DEVEI,OPMENT
NOTE:THIS PERMIT MUST BE POSTED ON
ISSIJED
07 / 05 /L99e
07 /09/L999
oL/ os /2000
ROCKY MOI]NTAIN PLI]MBING
5510 KIOWA DRIVE, GREELEY,
ROCKY MOUNTAIN PLUMBING
5510 KIOWA DRIVE, GREELEY,
BALL CHRTSTOPHER G & MARY M
2854 SNOWBERRY DR, VAIL CO
Plumbing for new SFR
co 80634
co 80634
8r-557
Phone: 970-330-8470
Phone: 970-330-8470
PLuu.bing----->
Plan check- -- >
Inwe st iga! i on >
Iti11 CaLl---->
Tot.a1 Calculated Fee€- - - >
Additional !ee6------- -->
Tota1 Penrit. Fee-------->
Palzoenta-------
28s .00
.oo
3. OO
.00
359 .25 75.00
434 .25
Valuat.ion:l_8, 500 . 00
*+r* rEE
Re€tuarabt PIan R6viev- - >
IOTAL FEES.----
accula!€ plot
a'rd plot plan,
eubdivieion
8:oO AM 5: o0 Pli
.,....--,."fHfi*;;;:::;;;;;;:.-..,,.""",.;31".,
ITEM: O51.OO BUILDING DEPARI14EMT DEPE: BUILDING DiViSiON:07/O7/L999 KATIIY Action: APPR Approved per-KW
IE-b,M:"O56OO FIRE DEPARITIIENT -, -DCPT: FIRE DiViSiON:07/O7/L999 KATITY ACtsiON: APPR N/A
CONDITION OF APPROVAI
1. FIETD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODB COMPLIANCE.
DECI,ARATIONS
I hercby acknot|ledgc !ha! I have leaa Lhis appLication, fil1ed oul in ful] the iitformation required, conpletsed an
pla[, and staCe ghat all the infontratsio! provided as required is correct. I agree to conply t itsh Ehe inforrnatiotl
fo conFl,y rrith all Tolrn ordinances and stsate lawe, and bo build Ehie elructr:le according to Ehe Toun's zoni.ng and
REQUESTS FOR INSPECTTONS SHALI BE MADE TWE}ITY-FOUR HOURS TN ADIENCE BY OUR OFFICE F'ROU
FOR HIUSEI,F AND OW}IER
v rr. i lr rr irr ''i rli+
towlt og vArL, coLoRADo
SEaiellac Nur!b.!: REC-0539 AEou!! :
PayucnE McEhod: CK lloeaEion: 247L/Y|gPHEE
Stateu.t
434.25 o7 /o9/99 16 t76
rnit: irN
PGr.Bi! llto: P99-OO57 T)/pe: B-9L}B 9IJI'!{BING PERIIIT
Palc€j. lgo: 2103-1{3-O1-033
si-!e Addrer6. 2835 SNOgIBERRI DR
Locat.ion: 2935 Saorbqrry Dr
Total Fe€a i
lTliq pa]^1icnt 434.2s Total Ar,Ir p!.Es:
Balatce:
4tr4 - 25
434.25
.oo
Acco&E Code Dcscliplion
PP OO1OOOO31112OO PIJI]IEING PERIITT FEES
PF O010OOO3t-123OO PI4N CllECK FEES
s, 00100003123000 coMtRAcTon LrcENsEs
wc 001000031L2s00 rl$,L cALL sPserroN FEE
leount
285.00
7L.25
75. 00
3.00
JUN-2S-99 15, OS FROM, rOV-COM-DEV-DEPT.lD '9?@4?92452 PAGE T/?
,.s3s sruoc fr.qowN
oF vA,rOoNsrRUcloN pERMrr l,pfrerroN FoRM
Pz;q8-oa8
ceivet
JUL 06 19gg Mad the Eagle Coultfy Assessors-Office at 970-32wffi fq Patcel *
Pucetr a)/b3/</rc/O3F
Date:PErEdt #B_.iq- aobf
Job Na.crc;
Building ( )PtrurbtusQ.f Electrical ( )Mechilical ( )Oher( )
t-egal Dcscripriorl, lnr---,g- E;ldlc:I- FL Sutilfrsioo 7n k. +t,:s a A;
o*xrsNr,e:@ Ad&ess:Pb6c#
uan*.-6.t/ L*lrre lri:i,rr:s;: 4:'r1oz ifz.S, &an hudgn'q/h-5cq,
Desriptioa of Job:.\ PA
WortCtass: Nect (t{Alteraim ( )Additional ( )Rlpair ( )Otir€r ( )
Nrobcr of Dwe[iry Uoits: ,/ -NuDber of Acc@odari,otr Unhs
Nmrber and T;9c of Fir?laces: Cas epflialccs crsLogs___J!WoodrPdlct
VALUAT|Otgs
BIIILDING: $_
PLUMBTNG S__J8'aO_:"' _
^^Zb 643{ Phnbils Corrrctor
ELECTRICAL: $
MECTIANICALT
CONTRACTOR INFORMATION
/ Alx,
OTHER 3
Job Address: i/t J)' JTlatatlx rr
TOTAL '
Gcneret Contnctor: c P/lce-
Tcnu of Vail Rcgisu'arioo No. /Ko,-B Phoue #
Elcctricd Contr#tor:Addrcss:
Twa of Vail Regisraion No.
_.qL zZ!*,-Jl,:- EoEst:
Ad&css:
To*r of Vai! Regisaioo No.lz3 P
M€cha.lical Cortrrctor:
Pbose# qtC.. '1 40. ii/lo _qq0- 3Bt -oqql! *DouQ rP;L\J*
Addnss:
Totrm of Vail Rcgi*ration No.Pbone #
FOR OFFICE USE
BUILDING:
SIGMTURE:
ZONING:
SIGITIATURE:
CLEAN UP DePOstT REFT ND TO: _ -_ . _
5lO kior.'"r? Dr^
REpTlJl 'l'trtdN OF VFIIL-, COLORAnO
rl it|."/ 1399 |el7:;icj IIEQUESTS - INSF,EUTN 'rtORH SHEE-I-S FfiR:111161199S
F,AGE 3A
flREfl: JRM
; IS$UEII Constr": NSFR
l.Ise:
$e 7-95;:3
fr37-96eJ
AFTERNOtrN
F,honE : 97rZr-f,61*OTBJ
amrnents
*:ti;,rtv: r499-fr138 1t/16i1B Type; B-FIHCH Statr-Ls
Flddr'ess: i:835 SNOI^JBERRY DR
l--ocat i on : frl.i5 Snowberry Dr'
f.t,-rr(:Fl: ;:llt63-'143-rzr1-fiS8 Or-'cI
Descript ion r lYler.han ical f oi' gas f ir"eplace instal lat i on
ftpprl ir,:rnt : THE tlHllllTH EXCFIANGF: INC Flrone:
Owripr': ItFtL..l... {-lHRISTtlpHER n S. FIARY f'1 phone:
Conti.ar-.t.r:i.: THE HEflRTH EXCHFI|'|GE Ildtr F'hone:
Inspectiorr Request lnfr:i-mati.on. . .
Requestor- :" MIHF fi1[:FEE
Req Time: tltl rtAA f,omDents; MID
Iterns reqr-res,tprJ to be Insper:t ed, .
raftS9A ME.CH-Firral
. A*b i Ti me Exp
I nspect i
Ltem
Item
on f{i st
: fltltltZlkl
I OtZtl4tl
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Item
Item
Iterr
Item
$i'y. .'-.
trlEtlH-Ra r-rgh
F,Ll'4Fl*Gas tri ping
./99 1n spect on I DD
: MUIST t:RnVInH AIRTEFI
BFtrAU$E TITEFL.EX I.{AS
ItlE{]H-].ieat ing
MECH-Exhar-rst Ho r:d s
f4ECll-5,_rtrply fiir
MEf,H-frli sc,
fiECH*F i na I
Acbion: AF:FR
AFTER SIJEETROCK
EEEN USED
FTR F,/F'
HRs BEEN INSTTILI_ED
0+35-?001
7:43 am
llsr:
]hfi:
nam:
lhm:
lnrns"Jlon Reaup-rt
-'06/2sn,g nrperior: co vAlL' co -
Commrnts: ADDTL COlfilS - cO0lTRAcToR
AROJND FIRE HYDRANT.
52O PLAI+LC Sfte Phn * APP{wd *
0f,,EzlE,f, FEsBclor: GEORGE
COI| TFTilS: ADD{- INFO REOD l{yo#Elg hip.clor: ALLISO'{eo.nmslL; ll*t rueplld g) BLDeFr.mhg " Approtrrd *
ffJfals,-FEpffir: JRU
Cofln€rlb: [.c tl91 4rP6gvEg
GY:XYg!, hip.cbr: JRlr
Cofimcnlt: APPRqTED FRAillilG REvlSl
Pagc 1E
OS3IXD lnrpocbt: JRM Acton: t{ol.lOTlFlED
comrnonb: RElnsloNs To FRAltllltG
Gt/:Fngg hs!.ctor: JRM Ac{on: CoCERTIFGATEOFOGCtPAIICY
Conments: ADbTL COITMS - ALOI{G WALL,SENT TO Pt I{NER AND BI-DG RE\tSlOilS AFFROVED PER
RADIT'S
Aclbn: DN DEMED
Aclh'n: APPRAPPROVED
Ac{on: DNDENED
Adoo: l{Ol\|c)TlFlED
Ac{on. AI'PR APPROVED
ACiloN: APCR APPRC'VESCORRECTK'N REOD
Ac{on: AFPRAFPROVED
Adbn: CO CERTIFICATE OF OCCI PAIICY
A.Ibn: APPRAPPROVED
Acuon. APPR APPRC}I/ED
Ad|on. APPRAPPRO{,ED
10 t1/!99
Commonts:
1(y01/99
Coflrmd$s:
BLDG.T
11t1
5Sl PVrr-FhtAL CvO
310 ALDGftrnl C/O
JRMAAIDALLFON
Inspcctor: CO
SEE hIOTE
lnt9octor: CD Acdon: CO CERTIFICATE OF OCCT PAI\ICY
ADDTL OONHAS . FRA,TIIT{G }IAS BEEN APPROVED h'CLI'DINC REVISED WALL TO REIPTIE
FROTI STBACK. THIS FRAMING INSPECT|ON IS APPROVED PEND$IG T}G [-C APPROVA
CORRECTP|{S: -ADD POSffIVE CO}.INECTIONAT GLU l-AtlAAIDLOG COLl,f,I[{
llilSULATlOf't WILL BE USED FOR FllE BLOCKIiIG AT DROF CElLltlGS A D STAR
SIR'{GER lbflr: 6(} A|.DGfrrauHon toyosr*t hrp.ctof: CD
cofimer 3: SEE tfOTE
1(y06/!9!t hsD€ctor: CD Acdon: COCERTIFICATE OFOCCUPAI.ICY
Conments: ADDTL COiilt€ - APPROIED VUITH CORRECTIO$I €OMPLETE CElLhlG ltltlt.fl-ATptl il
C'ARAGE COI,IPLETE FIRE BLOCKhIG lilSTAl-ATbN (lMit llTlOlt AT - DROP CE[-hlG
ASSEMBLIES - STAIR STRINGERS - FLonvCEll-hlG JoISTS ASSEITFUES O/eR 10 ht
LET.IGTH
60 BLDGShe€0ocft nllfi " ADprov€d -
1U12n*' hspector: JRM '-
Commentr: APPR ALL EXCEPT
'IECI-IANI lAtzg Ineloctor: JRM
Comnr€nF: ADDTL COftf,lS - ROOM
70 ELDGMbG. " ApproY.d "
07nt/99 ItEDebr: CD'
Commdrls: FOt NDATIOI.{ OAMP PRoOFltlG
t0,ol/gg IncDo6r: CD
Co rm.itr: STIJCCCT/LATHE NSPECTICN
- epprwed-
ACUon. APPR AAPROVED
HAS BEEN
occuPAt{cY
- FOSTED FOR LANDSCAPhE AND RETAIN WALL PER PLAT.I'FW
Aclbn: APPRAPPRO\GD
AcIIon: APPR AITPROVED
lbm:
llc|n:
* . $EPT131 Run Id: 962
I4ta?NiAt/t
AIP/D In ltormatl,on
Actlvlv: BS(F66
Corfil T\rDe:
Paicel:
AD,pllcrnt Cffirclor:
Ouner:
Drrcrlnflon:
N.tlcD:
Ir'lotcs:
210014301038
BALL CHRISTOF}ER G & MARY H
ilcPHEE COI{STRTfTTON ;
BALL CHRISTOPTER G A MARY M
NSFR
lowtf lriral kllclr.fi nol rllo,rhd - JHUNT
O9-2S.20O1 Inspe&n Request Reportlng -?ilg-ery! - ltAll, ga iTgIY?{ OE -
Requested Inspect Date:
lnsp€d8on Areo:
SlbAddressl
Tuesday, September 25, A)01
CD
2835 SITIOWBERRY DR VAIL
2835 SNOYYBERRY DR
Sub Tvno: NSFR (Ae: VN
Requ€sbd The:oEoo At
Phono: !fto€7+1167
Entet€dBy: DFLORES K
BBr.[LD
mo7
SSr;f|rpA|r:lsST.,ED
CD
l.fcdhe:
l.lollce: ALL
R€oueeed Inso€cdon{El
Item: 537 PLANfINALCp
Phone: 970'381-9925
:- A CONDITIO}I AFPROVEDwlTH BETH - LSANDO/A
ON WEST SIDE OF LOT IS TO BE . LSA}OOVA
I q ,4
06/0SS hiD€cior: JRM
fiirnents: ADTL Col/nrc E.o{r nelrls: AI]DTL COTN/|S . RATSE REBAR iIATS FOR PROPER CLEARAI.ICE PRC}UDE So|LS ASIP
Aclho: A)PRAPPROVED
Acilon: ilO l.lOTFlED
ilc0on' A9PRAPPRO\GD
Aclbf'r: OO CERTIFTCATE OF OCCI PAI{CY
Ac0on. PA PARTTAL APPROVA
Og21/99 lrspoclor: ..RM Acfon: COCERIFICATEOFOCCTIPAIICY cortm6d3: ADDTL COMMS - 1\|€ED TO UTISPECT COLUI0{S (n/ey99 lrEg.cioc CD A.rbn: APPR APPROVED
Conrflrs a: FO{riDATION&@LUMNS
Requesbd Tlmc: 08:fl1At ' Plrone: 97057+1167 Eril.r€dBf Df,LOf,ES K
/1
btt:lmr:
nffir:
lhnr:
Item: 20 BlDG-Fo.cdctlorvsbel _ I ApfoveO "
0821/9!l InrDocbf: JRM
Commgnts: PARTIAL o|( AL WALLS
Og21/99 lnsooclor: .RU
!O! B1V-!enp rcecntUnhagE 5&l F$r-Roudr or.d.
5()3 nilfincltffilcwrygnde -Agpro\rod"
11/19!F) nspealoe TK
cofim|cnb: ADDFOI,led
10 BLEfgFodrEfu "foorrffi-04'2499- lnsD3clon CD '.
Comn 3: Sdt-S REPORT REOT RED
Oeo8,gg h.!.&r: JRltl
Coorm.ril!: APPR WITH CORRECTIONS
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RHF'T 1;3 1 TOI4N OF VAIL. fiDL.ORADN F,f,GE S
HREAI CD 11/16./1999 O7:89 REIIUF:STS - INSI-'EC]-N UIFRH SHHFT$ FOR:11./16./1999
*===::= =::==i:==i -::=:: -- ,---
--- -:::::==**r==:::l:=:::::===L---- ---;=============Aetivity: ltlli9-.Ofl7i 1I/16/19 Type: B-l4ECl] $tatr-ts: ISSIJED fisnstr': NSFR
Acldress: l&.i5 SNfit4BERRY DF
l*oL-at i orr: il'S35 Snotabrerny Dr
Farcel: I 1 O3- 1 43-A 1 -!339 Oee: tjser
Descr.ipt ion; Mechanical fnr new 5FE
Appl icarrt l F'hrrne:
ljwnerr BAI-.|-- CHRISTOFHER F & MARY M F'i"rone:
f,ont i-act or' : RUCHY MOUltlT Fl I N F,LUMF i NF F:'h ort e : 97O-33PJ-Bzr7t?t
In*pec't i on Reqltest
Reqr-1e,s1or: MIKE
RecL T'imer O1:Et}
Itprns neqr-rested to
rZrESSflt MEUH-Final
Inf orrr"-lt i on. .
Comment s r MIII
be Inspect ed.
Fhone: 97O-JB1-rZtTBJ
NFTHRNI]ON
, flct i on Ti me Exp
Inspecticrn Histor"y., .. .
It em r &tZtl::ffl?t MEtIH-Ror-Lgh
Item I rlrfi:4rlr F,L_fvlB-Gas F,iping
lOl 1.9,/Bq Inspertor": Jill4
ltem I rzr0f,1fi MECH-F{eat ing
Itefl : lztttJfitzl MECH*ExhauEt Hoodg
Itemr klraSSO MECH-$uppIy f;ir-
.[tem: tZtOIrttZt MECH-lvli sc.
Item: OIA39A MECH'-F inal
Aetionr AtrFR AFFROUED 15# AIR TEST
T
{
v
.t
l
Cr.,mments
REF,T:. 3 1 TOWN gF V6tIt_.' COLilRtlDO F'A6E J
AREA: CD tI/t{,/ 1999 E7ri:9 REIIUESTS - INSFFCTN TJORK SHFETS FOR:11/16,/1999
==5=* = =:* = i= = =::E = = = =:: == == = === = == =- = = = = =:.:: = == = =:: =':: =:::= = =:: = =:: 5i ===== e::= =F3 ==*=== ========Activity: F,9F-OOC.'7 LIlIt,/15 Type: L1-FLF1B Statr-rs: I$$UED Constnr NSFR
FlddreE:: lB35 SNOI^,BERRY DR
l-ocat i on r 3835 $nr:wber'r'y Dr
F';*r'cel : l1E3-143-At-rZt3S Oer: Use:
Desrr'iption! FlLrmbj.ng for nei.r 5[:R
ffppl icant: FOCKY MOUNTAIN FLI"JI4BING Fhone: 97P.t-3i3tZt*S47til
Owner*r FALL CI{RIST0FHER ti & MARY f'l Fhone:
Contractor': ROI]KY til0l"iNTAIN FI-UI4BING Phorre: 97O-33O-847fi
I nspect i nn Reqr-test
Reqr-1651or: triIKE
Req Time: tZtiltZlEt
Iterns f"€qr.rested to
tz zrg9rzr FrL_MF,".F i n a I
Inf or*nat i cn. . . . .
14t:F'EE
Commentsr MID AFTERNOON
Fhene: 970t*381-O783
be Insperted.Ftct i on Cornme ts Tine Exp
Inspect i on
It€m!
H i r+t ory. , , , .
AIAA, 1 tZ E'LMF-Und erqr*o r.rnd
A7 / 16 r'99 Insoect or s ART
firzrilF:fi F,LMF-Ro r_r gli,/D" t^I. V,
flg,/1rit./98 Inspeetor.; CL)
Notes: INCREASE VENT SIZE
rarA€:3'a F,L- MEr* Ro Lr gh,/l,.Ja t e r-
tA9 / 1fi/95 Ins;pect or: UD
or7't4ri' F,l_MB-6as F,i pi ng
tA1/ 1&/99 1n*pector: FlRl'
BTAESO F'LFIB-Foo]-/Hot Tt..th
tAflfGtzt F,L-frlB-f'1 i se.
il9 / 7f: /99 Inspector-:0RT
fi9,/16/99 Insnector! ART
ori.rtgrzr F,LMB-F i na i
Act i on: AFF'R Flppr'cved LlndB trLMB
It em ;
f t em r
It em:
Item:
Itent:
Tt en:
Act i an: fiFf,R
AT FOETF TFJ ,:', FOF
Act i. on r l'lR
Ftrh i nn r QF trR
fl*Lion: AF'FR
Action: IlF,trR
hIATEF COLUMN TEST
FRfiST F,ROTET]TIDI'J
t]NN] EACTNft NDT RERDY
Fl2pr- air test LIES#,/15min
Appr- l-reat pigiinq 4rZr*psi
l"DtltJ thI'or-rqfi l'oa f
LOT 4 FOUND
CAP
No.5
L-S.
REBAR W/ PLASTIC
ztoJ
LOT 5
-- __SZ9B7,ne,n .__r{ L _7JJ.1g,
FOUND No.5 REBAR cAP L.S. 11024
_\_-
w/ ALUM.
LOT 11
I
ls
al'-s',
fl Fr'
..arl .i" ,'_3t't gi'
LOT 8
17,899 SQUARE FEET
0.411 ACRES
LOT 7
[:
R_
t-
-
CH
12'41'10"
142.OO'
31.44'
15.78'
= 31.38'
lir/
It'
CB = N74'16'58"W
NOTICE: According to Colorodo low you must commence
ony legol oction bosed upon ony defect in this survey
within three yeors ofter you first discover such defect. In
no event, moy ony oction bosed upon ony defect in this
survey be commenced more thon ten yeors from the
dote of certificotion shown hereon.
A I .I
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/ - t September 30, 1999, except utility connections, ore entirely within the boundories of
/ / the porcel, except os shown, thot there ore no encroochments upon the described
, d/ premises by improvements on ony odjoining premises, except os indicoted, ond thot
<qr/ 9f there is no opporent evidence or sign of ony eosement crossing or burdening ony
-.-/ -v
'.- /P/ /fr.,//a//r'4'h - \<k / / | hereby certify thot this improvement locotion certificote 4y'os prepored for McPhee
/ --- _ | Construction, thot it is not o lond survey plot or improvement survey plot, ond thot
/ ,- it is not to be relied upon for the estoblishment of fence, building, or other future
, ,,. f imProvement lines.
'.t Q1..t tl I further certify thot th€ improvements on the obove described porcel on this dote
.' Tlis certificote does not constitute o title seorch by Inter-Mountoin Engineering to
I determine ownership or eosements of record. For oll informotion regording
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Tolvn of
OFFICE
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Monroe & Newell
EnAinecrs, krc.
P.O. Bor r 597
70 Sffrrrldt R6d- Suir. 2O4
AvGr. Col6ldo El62O (9.|o) 919-TrA
FAX (970) 949-46,1
BALL
RESIDENCE
2835 SNOWBERRY DR-
VAIT - (-.)
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Fn8in€crs, Inc.
p.O. Eox tjy,
70 Bco.lEdt Rdd. Suirc zIX Avd\ Coldrdo 81620 (979) 9-Tt6a F^X (qm) 9.,19-4lltl
BALL
RESIDENCE
2835 SNOWBERRY DR.
vAlr - co
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Monroe & Newell
F,nginecrs, Inc.
P.O. Bor lsY,
70 Bcd.lfirdt Rdd" SoiL 2O4 Avq\ Colqrdo tr62o
(97O) 949-716a
FAX rqr'$ 949{{)tl
BALL
RESIDENCE
2835 SNOWBERRY DR.
vAn- rr).l/4" - l'-O'DRAWNBY:
S1
cilil rnity Development run nouting #D
Routed To:Leonard Sandoval, Public Works
Return To:JeffHunt
Date Routed:r-20-99
Retum By:Asap
Project Name:
Project Address:
Project Legal:
hoject Description:
Ball Residence
2835 Snowberry Drive
Lot 8, Block 9, Intermountain
New SFR
Approved Denied (cite detailed reasons) _X_Approved with conditions
South west side ofproperty a2:l grade must be meet.
L Sandoval received 1-20-99 reviewed,/ retumed 1-20-99
F:\E\TERYONE\DRIP\ROUTING\98ROUTNG\PUBLICWO\ 1 MASTER. FRM
C#u'lty Development nlu' no,rtl'g S
Routed To:Leonard Sandoval, Public Works
Return To:Jetf Hunt
Date Routed:t-14-99
Return Bv:Asap
Project Name:
Project Address:
Project Legal:
Project Description:
Ball Residence
2835 Sno,uvberry Drive
Lot 8, Block 9, Intermountain
New SFR
Approved _x_Denied (cite detailed reasons) _Approved with conditions
COMMENTS
Please provide a survey stamped by a licensed sun'eyor.
Please correct proposed grading and rock walls on south west side . Needs to meet layout of stamped design and
2:1 max grading, or provide walls to match existing rvhere steeper.
Please remove all boulders and landscaping that would be damaged by a plow or large amounts of snorv within
1 0' of existine edee of asnhalt.
L Sandoval received l-11-99 reviewed/ retumed l-14-99
Date received:
Revieu,ed by:Date revierved:
F :\EVERYON E\DRIP\ROUTING\98ROUTNG\PUBLICWO\ I MASTER.FRM
ZONE CHECK
Datc:
Lcgal dcscription: Lot B, Bloct t Filing
Addrcss aE'3s S,^.- 5s.
Architc,ct
Zonc distict
Lot sizc 8t-O
Phonc
Phonc
Proposcd usc
31q,+ )Bbrtlo3
Total GRFA lo3L +85o
Allorved Existing
n L.,/ +
Primary GRFA _+ (425) (6tS*; -
Sccondary CRFA + (425) (675+)=_
* 675 = 425 credit plus 250 addition
ss12
---L--:-
(30(31)
Front
Sidcs
Rear
20'
i5'
15'
* \x38 = tl 3V lt 3+
* ?,2,.c
Encloscd
545
Proposcd Slopc _%
.l
5) Gcologic Haz:rds N D
a) SnorvAvalanchc
b) Rocldall
c) Dcbris Florv
Pro'ious conditions of approval (chcck propcrly filc): uAq,na-
Yes- No
Ycs- No-
I ) Pcrccnt Slope (<f,30%)_
2) Floodplain
1t !vatttnnc
4) Watcr Coursc Sctback (30) (50) -
= 18Eu
ooor@ror@
Permittcd Slooc %
Proposcd Total Rcmaining
3t5 I = 3t5[ 1,,735
Docs this rcqucst involvc a 250 Addition?
Horv much of thc allowcd 250 Addition is uscd ivith this requcst?
Sitc Covcragc 20%
Hcigbt
Sctbacks 06
Landscaping
RctainingWall Heighb
Parking .) { rro ceeA
I aOt Minimum @ /o
3',/ 6'
n qu*a- 3
Caragc Credit
Drivclvay
Complics with TOV Lighting Ordinancc
Arc finishcd gradcs lcss than 2:1 (50%)
Environm cntal,&Iaz:rds
Is thc propcrty non-conforming? Dcscribc:\/to
ss3ccYcrrJ 7
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#.unir, Development rhn no'tingt-
Routed To:Terri Partch. Public Works
Return To.JeffHunt
Date Routed:l2/08198
Return By:Asap
Project Name:
Project Address:
Project Legal:
Project Description:
Ball Residence
2835 Snowberry Drive
Lot 8, Block 9, Intermountain
New SFR
Approved _x_Denied (cite detailed reasons)Approved with conditions
All walls that are 4' in height must be laid back at 1:1 (l foot horizontal to 1 foot vertical) unless the walls are
designed and stamped by a registered engineer. Please revise your site plan accordingly.
Please provide a survey stamped by a licensed surveyor.
Please show the proposed gading on the benches between the rock walls as well as the top and bottom elevations
of the rock wall.
Walls in the front set back cannot exceed 4' in height. Walls around the rest of the site cannot exceed 6' in height.
Any wall over 4' in height must be deigned and stamped by a Colorado licensed engineer. "Stacked walls" must
also be designed by an engineer. The minimum bench allowed between walls is 3'.
Please remove all boulders and landscaping that would be damaged by a plow orlarge amounts of snow within
10' ofthe existing edge ofasphalt.
TL Partch received 12/08/98 reviewed/ returned 12/08/98
F : \EVERYONE\DRIP\ROUTING\9 SROUTNG\PUBLICWO\ I MAS TER, FRM
FILE6pi
TOITN OFVAIL
Department of Cont;tunity De",elof ment
75 South Frontage Road
lhil, Colorado 81657
970-479-21 38
FAX 970-479-24s2
December 9, 1998
Beth Lavine
PO Rox 1825
Avon, CO 81620
Re: Ball Residence, 283 5 Snor'vberry Drive'
Lot 8, Rlock 9. lnterntountain
Dear Beth:
The revised plans that were submitted for the residence were reviewed today by the D-esign
Revier.v Team, The rolo*i,rg items need to be addressed by December I lth in order for the
planninq Division to sctreclul! the proposal before the Design Review Board (DRB) for final
revierv on Decernber i 6th. Othenvise, the items need to be addresscd l0 du-" ' prior to the
anticipated DRB meeting. ff,. n"O ORn meeting after December I6d' is scheduled for January
Ttlt o
TheplansneedtobeamendedinaccordancewiththecommentsfromthePublicWorks
Department. 'i he comments at e attae itct'i
Please feel free to contact me at 479-2140 to discuss the project'
Sincerelv. t / ---',x,41- 14,,.-u (,/-10 / t
JeffHunt
Senior Planner
{P *""'""n 'o'"*
rq !Conr munity I)cvrl,r pru li o uting Fornr
RoutedTo: ; * -I
1'c lri Pll'lch, Pu!rii: 1]'or'l;s
Return To:Jcffl-{unt
Date Routed: _
Return By: _
Project Name
Project Address:
Project Desc: iTtion:
t2l08/98
.,\ sap
Ball Residencc
2S35 Snor-vberry Drive
Lot 8, Block 9, Irriermountrin
Nlv SFR
Approved Denied (cite detailcd reasons) Approvcd rvith condirjo:s
All rvalls that ere 4' in height must be laid back at l: I ( I foct horizonhl to I foot ver:ical) L:rless the 1.alls are
Cesig;:cd r:-^J ...r:r:t:;lil L} .. registered engineer. Pieasc u i:.'your sirc i,:ian accordirrslr'.
Walls in the f:.rrt set ba.li ctilnol l:cccC 4' in hcighi. \\'r.lls e cund Lhe rcst ofthe s;te cannol exccetj tj' in heiehr.
Any wall over.l' in height must be deigned and stamped by a Colorado licensed engincrr. "stacked rvails" must
also be designcd by an engineer. The minimrrm henel' allnr. o,t hn111'^^ ^" ' ' ' '
Please remove all boulders and landscaping that rvoLri.l be danrar:ed by a plorv or large anrounts of sncr.,v within
10' ofthe exisiing edge ofasphalt.
TL Partch I2l08/98
Date received:
Please proviclc a survey stamped by a licenseC sun,c.i,lr.
Please shorv the proposed grading on the benches bet\\'ccn the rock r,.alls as rvel! as the toD anri botto' : tlcv:rli,,rns
ofthe rock rvlll.
revierved/ rett'rncd
Rcr,ic''vctl b :Date revierved:
t
EC OPY
TOWT,I OFVAIL
' Department of Conmwtity Development
75 Sodh Frontage Road
Vail, Colorado 81657
970-479-213E
FN( 970-479-2452
SincerelY,rg,ff//x v_ f __"Jett tlunt
Senior Planner
November 25,1998
Beth Lavine
PO Box 1825
Avon, CO 81620
Re: Ball Residence, 2835 Snouiberry Drive'
Lot 8, Block 9, Intermountain
Dear Beth:
The following items have come to light since the letter dated November 19h regarding the
residence.
If the plans indicate a building height of 32' or more' then an improvonent location survey will be
required at the building permit phase'
Also, standards provide for a maximum 24' curb cut on the road frontage'
Please feel fte€ to contact me at 479-2140 to discuss the project'
{1*o' to"uo
I I
FILE cdly
Dtltartntent of Comntunity Developntent
75 South Frontage Road
Vail, Colorado 81657
970-479-2I38
FAX 970-479-2452
November 19, 1998
Beth Lavine
PO Box 1825
Avon, CO 81620
Re. Ball Residence, 2835 Snorvberry Drive,
Lot 8, Block 9, lnteruountain
Dear Beth:
The plans that were submitted for the residence were revierved yesterday by the Design Review
Board (DRB). The following items need to be addressed by December 7th in order for the
Planning Division to schedule the proposal before the DRB for final review on December l6th.
Otherwise, the items need to be addressed l0 days prior to the anticipated DRB meetinq.
The plans need to include a grading plan. The grading plan should conform with regulations such
as a maximum 2:1. The grading should be pulled back and minimize impacts to trees. The house
strould be shifted; and the garage should be raised in elevation and/or steppc,..l tiuvrri to address the
driveway grade.
The south elevation ofthe residence should show more articulation, expression, variation of
materials, and be accented and detailed; although simplicity was okay. It was suggested that the
spirit ofthe east and lvest elevations be applied to the north and south elevations, and that hearry
trim such as the log columus and rails be used.
The roofslope should be steeper and/or stepped and become the center point ofentry.
Consideration should be given to running the roof pitch parallel with the slope. lt rvas questioned
whether asphalt shingles were feasible for the proposed roof pitch and whether there rvill be
enough room for the clear story windows.
There was concern with how the extra parking space would interact with the residence and it's
effect on the garage elevation and roofeaves. There was also concern with the length ofthe curb
cut and a suggestion that it be broken with a planter.
A landscape plan should be submitted that indicates the interaction between the house and forest.
The plans should address the comments from Public Works, which were provided at the DRB
meeting.
{1 *rrtr"r"o,^,"*
'l r" n t,.-l
tr-
, ,*4 rlii I
Finally, samples of colors and materials should be submitted at the DRB meeting.
Please feel free to contact me at 479-2140 to discuss the project.
Sincerely, , / d ffi/W
JeffHunt
Senior Planner
t""rO I)evelopment run noutingt'n
Routed To:Terri Partch. Public lVorks
Retum To:JeffHunt
Date Routed:rt/ro/98
Retum By:asap
Project Name:
Project Address:
Project Legal:
Project Description:
Ball Residence
2835 SnowberryDrive
Lot 8, Block 9, Intermountain
New SFR
Approved _x_Denied (cite detailed reasons)Approved with conditions
All walls that are 4' in height must be laid back at 1:l (1 foot horizontal to 1 foot vertical) unless the walls are
designed and stamped by a registered engineer. Please revise your site plan accordingly.
Both driveways are over grade. The first 10' of any drive must be 8%o or less, however, and then the drive can go
to l0olounheated or l2Yo heated. The first 10' of driveway atBYo is measured from the back side of the parl (the
side that faces the house, instead ofthe side that connects to the roadway asphalt.)
A 4'pan with a 2"invert in the center is required for both drives.
Walls in the front set back cannot exceed 4' in height. Walls around the rest of the site cannot exceed 6' in height.
Any wall over 4' in height must be deigned and stamped by a Colorado licenced engineer. "Stacked walls" must
also be designed by an engineer. The minimum bench allowed between walls is 3' .
It looks like the western most top of wall elevation is supposed to be l0'. The 12 contour ties into this wall,
making the ground elevation higher than the wall. Please revise.
On the west side of the house, it looks like you have drawn two proposed contours which tie into one existing
contour at the 8002 elevation. Please revise.
Most of the site grading exceeds the maximum allowable grade of 2: I (horizontal to vertical) Please revise and
resubmit.
Please have the survey stamped by a licenced surveyor.
This site should be checked for rock fall, debris flow and avalanche hazzards.
TL Partch received 1ll10/98 reviewed/ retumed lllll/98
O bcrto rxtfnr
LAND TTTLE GUARANTEE COMPANY
Representing title Insurance Company of Minnesota
THANK YOU FOR YOI'R ORDER
July 10, L992
our order No.: vL9L44-2
BUYER/OSINER:
CHRISTOPHER G. BALL AND I'IARY M. BALL
SELLER:
JIMMIE C. ANDERSON AND SHIRLEY J. ANDERSON
ADDRESS:
CLOSER
1 AttN: KERRY
COPIES
1 Attn:
PICKED I'P FOR DELIVERY AI'1 PM
COVENANTS ATfACHED YES NO
FOR TITLE QUESTIONS CALL KAREN FLETCHER 3O3 476-225L
FOR CI,OSING QUESTIONS CAI'L KERRY LOETSCHER
MINNESOTA
TrTrF l$
HOME OFFICE
3033 East First Ave.,Suite 600
Denver, CO 80206
P O. 8ox 5440
Denver, CO 80217
321-1880 I FAX 322-7603
ARAPAH OE
7700 E. Arapahoe Rd., #150
Englewood, CO 801 12
770-9596 / FAX 290-9040
ARVADA
5440 Ward Road, #200
Arvada, CO 80002
420-0241 / FAX 423- 1 365
DRY CREEK
26 W. Dry Creek Circle, #520
Littleton, CO 80120
794-5307 I FAX 794-5802
EAST
3300 5. Parker Rd., #105
Aurora, CO 80014
751-4336 I FAX 7 4s-2669
FIDDtERS GREEN
6400 S. Fiddlers Green Circle, #103
Englewood, CO 80111
771-4s39lFAX 771-4526
LAND TITLE
GUARANTEE
COil4PANY
P O. Box 357
108 S. Frontage Rd. W.
Vail. CO 81658
47 6-2251lDirect 595-951 3
FAX 476-4534
BRECKENRIOGE
P. O. Box 2280
200 North Ridge
Breckenridge, cO 80424
453-22s5 / FAX 453-6014
CASTLE ROCK
512 Wilcox
Castle Rock, CO 801 04
688-5363 / FAX 688-0143
COLORADO SPRINGS
102 5. Tejon, #100
Colorado 5prings, CO 80903
634-4821 /Direct 595-41 13
FAX 534-3190
PARKER
19590 E. Main 51., #105
Parker, CO 80134
84'l -4900
VAIL
P O. 8ox 357
108 S. Frontage Rd. W.
Vail, CO 81558
47 6 -2251 I Di ect 595-96 1 3
FAX 476-4s34
AGENTS
OURANGO
'I 201 Main Avenue
Durango, CO 81301
247 -5860 I FAX 247 -9089
CommitmentTo Insure
lssued thtough the qffie of:
GLENWOOD SPRINGS
817 Colorado Avenue, Suite 203
P. O. Box 2102
Glenwood springs, CO 81602
945-2610 / FAX 945-4784
HAM PDE N
8821 E. Hampden, # 100
Denver, CO 80231
7 50-4223 I FAX 750-4267
JEFFERSON
710 Kipling, #202
Lakewood, CO 80215
232-3111 / FAX 238-2956
NO RTH
9101 Harlan, #100
Westminster, CO 80030
427-9353|FAX 430-1572
SOUTHWEST
3509 5. Wadsworth, #1 l5
Lakewood, CO 80235
988-8550 / FAX 980-8324
YOSEMITE
3600 5. Yosemite, #255
Denver, CO 80237
694-2837 / FAX 843-0402
BOULDER
2425 Canyon Blvd., #230
Boulder, CO 80301
444-4101 I FAX 786-8423
LAND TTTLE
GIJARAI{TEE coi^?ANf
- charges -
ALTA owner Policy
Tax Report
--TOTAL--
o ALTA COMMITMENT
SCHEDULE A
our Order No. V19144-2
For Information only
$438. oo
$2O. o0
$458. oo
****WITH YOI]R REMTTTANCE PLEASE REFER TO OIIR ORDER NO. V19144-2.iC*I'11"
1. Effective Date: JuIy 01, 1992 at 8:00 A.l'1.
2. Policy to be issued, and proposed Insured:
rrALTAtr Ownerrs Poticy $45,000.00
1987 Revision (Amended 199o)
Proposed fnsured:
CHRISTOPHER G. BALL AND MARY M. BAI,L
3. The estate or interest in the land described or referred to in
this Connritment and covered herein is:
A Fee Sirnple
4. Title to the estate or interest covered herein is at the
effective date hereof vested in:
JIMMIE C. ANDERSON AND SHIRLEY J. ANDERSON
5. The land referred to in this Cornnitrnent is described as
follows:
LOT 8, BLOCK 9, VAIL INTERMOTJNTATN DEVELOPMENT SUBDIVISION'
ACCORDING TO THE PI,AT RECORDED SEPTEMBER 7, 1972 IN BOOK 225 AT
PAGE 335, COtNTy OF EAGLE, STATE OF COLORADO.
PAGE 1
o v ALTA COMMIT}.1 ENT
SCHEDULE B-].
(Requirements) Our order No. V19l-44-2
The following are the requirements to be complied with:
1. payment to or for the account of the grantors or mortgagors of
the full consideration for the estate or interest to be
insured.
2. Proper instrument(s) creating the estate or interest to be
insirred must be exetuted and duly filed for record, to-wit:
3. EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND
PROVISIONS OF THE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATISFIED.
4. THIS PROPERTY IS SUBJECT TO THE JOINT RESOLUTION AND NOTICE OF ENCI'MBRANCE
OF ttPPER EAGLE VALLEy CONSOLIDATED SANITATION DISTRICT AND VAIL VALLEY
CONSOIJIDATED WATER DISTRICT RECORDED APRTL 30' 1991 IN BOOK 552 AT PAGE
977.
5. WARRANTY DEED FROM JIMMIE c. ANDERSON AND SHIRLEY J. ANDERSON TO
CHRISTOPHER G. BALL AND MARY M. BALI-, CONVEYING SUBJECT PROPERTY.
:
THE COI'NTY CLERK AND RECORDERS OFFICE REQUIRES RETI]RN
ADDRESSES ON DOCI'MENTS SENT FOR RECORDING! !
PAGE 2
v ALTA COMMITMENT
SCHEDULE B-2
(Exceptions) Our order No. V19L44-2
The policy or policies to be issued will contain exceptions to the
ioffbr.ring'unle-ss ttre same are disposed of to the satisfaction of
the company:
1. Standard Exceptions 1 through 5 printed on the cover sheet,
6. Taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurer's office.
7. Any unpaid taxes or assessments against said land'
B. Liens for unpaid water and sewer charges, if any'
g. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOUI,D THE SAME BE FOI'ND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN I]NITED STATES PATENT RECORDED APTiI 18, L934' IN BOOK ]'23 AT
PAGE 3.
10. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
I]NITED STATES AS RESERVED IN I'NITED STATES PATENT RECORDED APTi]. 18' L934'
IN BOOK 123 AT PAGE 3.
].1. RESTRICTIVE COVENANTS I^THICH DO NOT CONTAIN A FORFEITIIRE OR REVERTER CLAUSE'
BIII OMITTING RESTRICTIONS, IF ANY, BASED ON RACE, COLOR' REI-|IGTON' oR
NATTSNAL oRrcrN, AS coNTAiNED rN iwsrnuMnNT REcoRDED sePtenber 06' L972, rN
BOOK 225 AT PAGE 315.
/r/. en EA5EMENT t5 FEET rN wrDTH, coNsrsrrNc oF A srRrP oF LAND LYrNG 7.5 FEET
T- ly wiDnH ALoNG AtL srDE Lor LrNEs rs DEDTcATED As AN urrlrrY EAsEI'IENT FoR
THE USiE O}' PUBLTC AND PRIVA'I'E UTII,ITY AND DRAINAGE WAYS, AS RESERVED ON THE
PLAT OF VArL INTERMOUNTAIN DEVELOPI'IENT SUBDMSTON, BLOCK 9.
r/. TESTUENT ].5 FEET ON EACH SIDE OF ROAD RIGHT OF WAY FOR ROADWAY STRUCTURES'
7 Fanxrtqc, pRrvATE AND puBt,rc urrlrrrEs AS RESERVED oN THE Pr,AT oF vArL
INTERMOUNTA]N SUBDIVISION' BLOCK 9.
14. EASEMENTST RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED oN THE
RECORDED PLAT OF VAIL INTERMOUNTAIN DEVETOPI'IENT SUBDIVISION.
TERMS| CONDITIONS AND PROVISIONS OF THE JOINT RESOLUTION AND NOTICE OF
ENCWBRANCE OF UPPER EAGLE VALLEY CONSOLIDATED SANITATION DISTRICT AND VAIL
VALLEY CONSOIJIDATED WATER DISTRICT RECORDED APRIL 30' 1991 IN BOOK 552 AT
PAGE 977.
NOTE: UPON EVIDENCE SATISFACTORY TO THE COMPANV THAT SAID ENCTJMBRANCE HAS
BEEN PAID IN FULL, SAID EXCEPTION WILL BE DELETED.
PAGE 3
-ALTA COMMITMENT
SCHEDULE B-2
(Exceptions) our order No. V19144-2
NOTE: ITEM 5 OF THE STANDARD EXCEPTIONS WILL BE DELETED IF LAND TITLE
RECORDS THE DOCIJMENTS REQUIRED T'NDER SCHEDULE B-1.
NOTE: UPON PROOF OF PAYMENT OF ALL IAXES, ITEI,I 7 UNDER SCHEDULE B-2 WILL
BE DELETED AND ITEM 5 WILL BE AMENDED TO READ:
TAXES AND ASSESSMENTS FOR THE YEAR 1992 AND SUBSEQUENT YEARS.
PAGE 4
lo LAND TITLE GUARANTEE COMPANY
DISCI.',OSURE STATEX4ENT
Required by Senate Bill 91-14
A) The subject real property may be }ocated in a special taxing
district.
B) A Certificate of Taxes Due }isting each taxing jurisdiction
may be obtained from ttre County Treasurer or the County
Treasurer's authorized agent.
C) The information regarding special districts and the boundaries
of such districts may be obtained frorn the Board of County
cornmissioners, the County Clerk and Recorder, or the County
Assessor.
Reguired by Senate Bill 92-143 l
:
A) A Certificate of Taxes Due listing each taxing jurisdiction
shall be obtained from the County Treasurer or the County
Treasurerts authorized agent.
OT
BETH LEVINE, ARCHITECT
P.O. BOX 1825
AVON, CO 81620
(e70) e26-s099
TRANSMITTAL
TO: T.O.V.
FROM: BETH LEVINE, ARCHITECT
RE: BALL RESIDENCE
PRSLIMINARY DRC REVIEW
INCLUSIVE:
APPLICATION
$2OO FEE
3 SETS OF: T, S1,S2,A1,A2
GRFA CALCULATION
COPY: BALL
eu.rrio,r$rhc phr;r n ing sr urT :r l,;i 7.,:-l i ?.J
APPLICATION FOR DESIGN REVIE}V APPROVAL
1t 'oLB \
This application is for any projcct rcquiring Dc.sigrr Rcvicrv aSproval. Any projcct rcquicing dcsigr rcvicrv rnust
rcccivc Dcsign Rcvicrv approval prior to subnritting fora building pcrnrit. For'spccific infomtation, scc lhc subprittal
rcquirctttcnts for thc particr,rtar approval that is rcqr.qstcd. Thc application cannor bc acceptcd until allthcrcquircd
itrfbrnration is subnrincd. Thc projcct uray also nccd to bc rcvicrvcd by thc Torvn Council and/orthc planning and
ErrvirorrnrcutaI Corurrri.ssion. Dcsign Rcviov Boerd approvtt cxpircs one.ycar after final approval unleis a
building pcrmit is issucd end construction is stat tcd.
DEscRrprroN oF rHE REeUEST: ?*t--, EaEaUZ,
B. LOCATIONOFPROPOSAL:
PARcEL#._(conlactEag|cCo.Asscssor5officeat970-32E-8640fo7parcc|#)
zoNrNc. flhprr|al /?€&lw,Y
CENERAL INFORMATION ?nr
'c.
D.
E,
F.
c.
OWNER(S) STGNATURE(S) :
NAME OFAPPLICANT:
MAILINC ADDRESS;
t1,TYPE OF REVIEW AND F
E Ncrv Construction - 5200
E Addition -
D I\f inor Altcrafion -
FlLING:
PHONE:
PHONE:
Construction ol'a nerv building.
lncludcs any.artlition rvhcrc squarc footagc is addcd to any rcsidcnrial or
corrrrncrcial building.
PI+YSICAL ADDRESS:
NAME OF OW}{ER(S):
MAILINC ADDRESS:
s50
S20 lncludcs rninor changcs to buildings and sitc inrprovcnrcnts. such as.
rcroofing. painting. rvirrdorv additions. landscaping, fcnccs and fcraining
walls, ctc.
DRB fccs arc to bc paid at thc tinrc of subnrittal. Lalcr. rvhor applying for a build,ing pcnnit. plcasc idcnti!
tlrc accuratc valuation of thc projcct. Thc Torvn of Vail rvill a-djust the fcc according to the proj cct valuation.
PLEASg SUBI}TIT THIS APPLICATION. ALL SUBMITTAL REQUIREN'ENTS AND THE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPIVIENT,75 SOUTH FRONTAGE ROAD.
vAlL, coLoRADo El657.
TVI//NOFUAIL
BLOCK:
Roof
Siding
Othcr tffall Matcnals
Fs.scia
Soffrts
Windows
Window Trinr
f)oors
DoorTrim
Hand or Dcck Rails
Fluc.s
Flashings
ChirnneYs
Trash Enclosurcs
6rccnhouscs
Rctaining Walls
Extcnor Lightingr+
Othcr
hN'aaoa Leder
COIQB:'
tha&-
nctfue4
Ate/M'3 I
t Plcasc spwify the nunufachrrcr's color' numbcr and attach a small color chip
+|Al|cxtcriortightingmustnrectthcTown.sLightingordinancc|8.54o50(J)..|fcxtcriorlightingisproposed'
orcasc indicatc thc numbcr "ii*** -a rocarions on u".frfr,J,giii"g pr"i . racirify "actt-fi"n
rc type and providc
it c t.lgt t abovc gradc. tu'n-, *,pu,, lurninous arca. -Jitttth "iut thttt of the lighting fixnrrcs'
,'Updatod 6/9?
-rt r$.Eio''5jni*J.i
. \xi\-t*lNr**r:
da\-Ltr \lr':.
-\\xri; .t*1t;S\"1
*r-*o;!p+{
-]{:bl*t\* G*q{'
,
l-rbb*irt *
::l rrht$ti\
l-$t*h!.gt
ri t$r\fi.*' "l rt"f*
'.l'il.}*'t'{.
*.1 i..bfi. .
.'"llFhtt'
)ro _l,,ot ,t. *.)''i*.-? \ rry\\
,.' .
,J".*t tr'$I,,,,:'*:i$; ,Lr^'..+}:ffi
" ir"-bt:tq
'.f' j+ l$':
,11."''l$1i .-l:$qt\
_ ;b i rrTl,q-*i',o'
* uis" ,, {"io -:fiq;
I
a . ''. $r- tlt -). l ...i. ..f .I\raE ' s".-ir
aO
Ouanliw frz!:
ConrmonNamc
Rotanical Narnc
?
PROPOSEDTREES
ANDSHRUBS:
EXISTINO TREES TO
BEREMOVED:
GROUNDCOVER
SOD
SEED
TRRIGATION
rM inimum rcquircnrcnts for landscaptng:'r^-irt'nns trccs - 2 inch calipct
' ::,;;;;;"ss - 6 fcct in hcight
"f,*U*
- 5 gallons
TYPE OR METHOD OF
EROSION CONTROL
"tffiff;
FEATuR;;"d"''s 11li.l"n"o'
swimming poorll:) P*"* spcciff' Indicatc top and
botrom ctcvarions orrc,"rnrns,,,'1,: "Io,,,.,r*
r'oeht;i:;;ri' *iiitiiittt ront *'rb;;f i rt' i'r*itrrm height of
ffi;;;tt* on thepropcny ls 6fcct'
W rh'in*t*-e=--
Squarc FootaEC
t *dtt"\ry:*Lrt,:f\"1 tr,Es.xitf:."
}*t;S, r'3-\"1t.* ',
. ,," .o'r,s. r. _ '\i.iur*_
\
h*.t, qt
-,-
Pr,
This form i.s to vcrifi scrvicc availability and location for ncw construction and should hc uscd itr conlttnctlon
with prcparing your utilaty pi* ""J
*r,lauling installatio"t'' rtt"'i"*ii"n and availabitity of utilit'cs' whc'thcr
thcy bc rnain tn.rnk tincs * pr"p*.Jf i".., .,irt U" .pprit"U -J "tlnta by thc fotlowing utilitics for thc
acconrPanYrng sitc Plan'
Authorizcd Sicnaturc Dalc
U.S. Wcst Communications
t-800-922-1987
468-(t860 or 949-4530
Public Scrvicc ConrPanY
949-5781
Cary Hatl
Holy Cross Elcctric Assoc'
949-5892
Tcd lluskY/John BoYd
T C.l
949-5510
Floyd Salazar
Eaglc Rivcr Watcr
& .Strnitntiorr District t
476-7480
Frcd Haslcc
,(
ilbqy
4:-6-- zE-
1/- 6 7.r
I plcasc bring a sitc plan. tloor plan. and clcvations whcn obtaining Uppcr Eaglc vallcy watcr & sanitation
*ig;i tur"*. F'irc flow trccds ntust bc addrcsscd'
NOTES:
lf thc utility vcrification form has signalurcs fronr cach,of thc utility companics' a.d tro
cornmcnts arc madc oir""uy'o. ti" iomr, thc To*,r will prcs.unrc that thcrc arc no problcnls and
thc dcvcloPmcnt can Procccd'
Ifautilitycornpanyha.sconccmswiththcproposcdconstruction.thcuti|ityrcprcscnta|iveshal|
notc drrcctly on thc utility ""ni,"uii"|r
tr. that thcrc is a problcrn which nccds to bc resolved'
Thcissucshouldthcnbcdclailcdinanattached|cttcrtothcTownofVail.Howcvcr.plca.sc
kccp in mind rhar it is thc rc.sfonsibility of thc utiliry company and the applicant to rcsolvs
idcntificd Problons.
Thc-sc verifications do not rclicve thc contractor of thc rcsponsib.{i[1? ob:aina}rr-blic Way
pcrmit from th" o.pr.n-"rrt oiputti. works at lhc Town of Vail. utiliw locations must bc
obtained bcforc digsing t
"tty
ptUfi" right-of-way or.cascnrcnt wilhin thc Town of Vail' A
iliiljili".*it i* not " h'hlii' wty F"titit und tttt'*t b" nt'tuin"d ""P"'t"t"'
W7fr{tr /4&a
UFrlited 6'9"
t.
2.
3.
t l. 06. tg l?t52 DU FO2
SMALL
2('0(' sERlEs
20:to
Ht I Br2'
Wid 6t/2'
Collar 3"
2(':tt
Hr 13'
Wld: 6Yz'
overall: 18"
&.
Hl: I3"
Wid: 6L/2"
Ertend: B"
Top to outlet: 71,/2"
2(X3tl
Bt 23'
Wid: 61,/2"
Ext€nd: 9%'
Top to oullel 13"
2C99
Ht 't9
Wid: 612
Extend: 9l/1"
Top to oullef 13"
zicto:l
Ht: 15"
Wid: 6Y2"
Extend: I 1rl2"
Top to oullel: B'
20:toa
lll.17t/2'
Widr 6y2"
Exlend. 10'
Top lo oullet: 5'
>qk ,),. Yat
ao:ros q
Hl: 18v2"
Wid: 6r2"
Extend: 10"
Top to oullet; 10t?"
4E*P
Ht 14"
Wid: 672"
Exlend: 10"
Top to outlet: 4"
2r)E'.t7 lll 1l t/2"
Wid: 672"
Extend. 10"
Top to outlet: 1372'
20:to€
Ht: 14"
wtd 6r.2'
Extend 1l t2'
Top to outlet 61.,?'
2(Xlo64
Hr 11
Wid 61 r"
Extend; l1r'2'
Top to oudel. I'
20:r
Hl r5"
Wid: 67?"
Exlendr 10"
Top to ouUet: 5rl2"
2(Xt@
HI: l71h'
Wid: 6/2"
Ext€nd:872'
Top lo ou €tr 13k'
zo:toc:t
Ht 1814"
Wid: 6 t'2"
Exlend 11"
Top to oullet: 15"
t(
MEDIUM
zcl{to
Hlr 25"
Wid: 8r2,,
Collar 3"
aosr
Hl 16"
Wid: Br2"
0verall: 28"
*A
Ht: 31k'
Wid 8 72'
Extend:12'
lop to outlet 16'
20et6
Hl: 181/2
Wid: 8Y2'
Efiend: 12
Top to outlel: 11"
2()59
tll: 231,/2'
Widr I72"
Ertend:12"
lop lo outlet: 16'
2(,5{'ia
Ht; 28'
Wid: 81,/2"
Extend:12'
Top to olllelr 21"
20so/r
Hl:22"
Wid: 872"
Extendi 13"
Top lo outlet t2
2()50Ei r:7'
W(lr 8i2"
Ertend: 12"
To[ tr] outletr 16"
2(t6(Irt
Ht IB"
Wid: 872"
Extend: '12"
Top lo ouilet I l"
zdxnf
Ht 28"
Wid; 8Y2"
Extend: ll72'
Iop to oudet 24"
&E
Ht. 21"
Wid: 8Y2"
Exlend: 12"
Top to outlet: 9"
20cto63
Hl 251/2"
Wid: Bt?"
Extend: 1372'
Top to ou elr 19'
2cl50c6
Hr l8t2
Widr 8Y2"
Extend: 15Y2
To! to outlet B'
(
t l',/
/
2000 sE]|lEs
Panels:
Sl;lltdatd panels - Seudy Acrylic
Aptorrs - C ear Acrylic. Rrpple.
Opa Pebb l
Socket Sazes:
Small
Standaftl - 1 Liqht Edisoil i60 Vialt Max)
]ptnns - 3 Lillhl Clustef i3 25 Watt l,4ax)
PL 7.9 13. Ouad I fluad 13
Medium
Standard - 1 Light Edison (150 V/alt [,lax)
Aphons - 3 Lrght Clusler (3 60 \ryalt l,4axl
PL 7, I 13, Ouad 9. Ouad 13.
Doub e '13, Quad 22
7/
2n/ /
t O
TRANSMITTAL
November 4,1998
TO: TOWN OF VAIL
FROM: BETH LEVINE, ARCHITECT
926-s0e9(PHONE)
RE: BALL RESIDENCE
INCLUSIVE:
3 COPIES - SI AI A2
APPLICATION FORM
PHOTOGRAPHS
THE ENCLOSED APPLICATION IS FOR
CONCEPTUAL REVIEW AT THE NOVEMBER 18,
1998 DESIGN REVIEW MEETING. PLEASE CALL ME
IF ANYTHING ELSE IS NEEDED FOR THE REVIEW.
THANK YOU
BETH
gr.=rQ'utl rhc pl,r.raing S(:rr?.:r..;i7:.-l lf J
APPLICATION FOR DESTGN REYIE}V APPROVAL
CFNFRAL NFNRM.T,ON
I hrs appltcition is for any
11ojc;r rcruiring Dcrign Rcvicrv sppisvar. Anylrojccr rcquiring dcsigr rcvicrv nrusr rcccivc Design Rcvicrv approvat prto. ro siun;ffi;';;. I hr,ird,ing pcrnrir. ioi'rpi.in. infomratron. scc lhc subrrrrnat rcqttrrcrtrctrts for thc panicrrtarTg::"t rrt",.;, r"q,i".i.a rrt"lp"pii.o',i*;;"J1. acccplcd unrir a, rhc rcquircd irtforntatiorr is subnrincd' Thc projcct rray also nc{d to bc rcvicwcd u, ,t. io-ri'iounsir and/or thc pranni'g and ilfiXT:',11,:ii'il::':fl"r""Tlm:i:jlinm:p,.o,.i.,pi,i,'"". r.", ""n* nnrr rpprovzt u,,rcir e
A. DESCRTPTION OF THE REQUEST:
MWil OFUAIL
'c.
D.
E.
B LOCATIONOFPROPOSAL:
PFYSICAL ADDRESS:
PARCEI, #:
ZONING:
NAME OF OWNER(S}:
MAILINC ADDRESS:
9E::,-1.1"Jo. Asscssors ofricc ar 970_32t_8640 fo?parcct #)
PHONT:
F.
c.
OWNER(S) SIGNATURE(S,t :
NAME OFAPPLICANT:
MAI
l{.TYPE OF REVIEW AND FdE:B Ncrv Conrrruction - 3200 E Addition - S50
C! Minor Alrcrufior - t20
Construclion ol'a nerv building.
lncl.dcs any adrlrtron rvhcrc squarc fooragc is addcd fo any rcsidcntiar or corrrrncrcial building.
lnclud-cs rrrinor changcs to buildings and silc irrrprovcntcnts. such as.rcroofing. p.rrnting. rvrrrdorv additions, taldscaplng. fcnccs and rc13ining walls. ctc.
DRB fcrcs erc lo bc paid at thc tinrc of subnrirt.l
!11.1: rvhcn appfying for a buittting pcnnit. plcasc idcnti!lhc acctrralc valuation of thc projcct. Thc Torvn of Vail rvilt najutitr,Jr"ca.cordrng ro thc projccr valuation.
PLEASE SUEIUIT THIS APPLICATION, ALL SUBil'ITTAL REQUIREAIENTS AND TTIE FEE TO THE DEPARTMENT oF cotltMuNlTY DEvELoPivtEnr, zi soUrriFRoNTAGE RoAr),vArL, coLORADO rt657.
BLOCK:
November 4, 1998
BALL RESIDENCE
LOT 8, BLOCK 9, VAIL INTERMOI.INTAIN DEV. SUB.
VAIL, COLORADO
SITE PHOTOGRAPHS
-t
November 4, 1998
BALL RESIDENCE
LOT 8, BLOCK 9, VAIL INTERMOI.N.{TAIN DEV. SUB.
VAIL, COLORADO
DESIGN ELEMENTS
O O
November 4, 1998
BALL RESIDENCE
LOT 8, BLOCK 9, VAIL INTERMOI-INTAIN DEV. SUB.
VAIL, COLORADO
ADJACENT PROPERTY OWNERS
O
November 4, 1998
BAIL RESIDENCE
LOT 8, BLOCK 9, VAIL INTERMOLINTAIN DEV. SUB.
VAIL. COLORADO
ADJACENT PROPERTY O RS
November 4, 1998
BALL RESIDENCE
LOT 8, BLOCK 9, VAIL INTERMOI.JNTAIN DEV. SUB.
VAIL, COLORADO
INTERMOLINTAIN STRUC TURE S
I
,
F--\, -s- ----"-"Ltt$teyqL--, ---r-.
-
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RES IDENCE
rna r \Jt I
HR. & I-IRS. JII,I RNDERSON
B" R" FROBERG & RSSOC IRT ES
SEPTE}IBER 15, I988
* - _b- -,,/ .',,,'ek : - 4r;.\,ii1-::i:-,f - a: ; :Y: - <- {t;i;- - 3v i' i,' /-
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o o
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SCRLE: I/8" =
LEVEL PLRN [a" ( 663 S0. FT. )
f,W::;ffi
il il il vv
MR IN LEVEL PLRN
SCftLE: T/8" _ 1'
( L tv rNG t+1l FT. )
FT. )( GRBFGE _+73 SQ.
fl
Oi
IlFSTEF
BEDBOOM
ty',t E
unHnt]t J/x;4
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IlETRL ROOF IN6
I/OOD FRSC IR
STUCCO
l/|lOOD LOUVER
Rfl IL ING
STEEL TUBES
METRL ROOF ING
STUCCO
\II
RERR ELEVRT ION
SCFLE:I/8"=YA"
o
FRONT ELEVRT ION
SCflLE: l/8" = 1' Z"
<v Ir r ,,..{,it
I
I
-4'"1"*
i
LEFT S IDE ELEVRT ION
SCRLE: I/8" = 1,' A"
ELEVRT ION
o o o o
OE.] VEVAY +
LhITPY I?LILI NG
?tL€ol..tY
R.AILI I-TG
lt/2" nl'-a"
Project Application
ProJect Name:
Project Description:
Contact Person and Phone
Owner, Address and Phone:
Architect. Address and Phone:
B lock , Zone
-
Co m men ts:
Motion by:
Seconded by:
AP PROVA L
S u m mary:
Date:
Town Plan ner ! Statt Approval
IDRB
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o
EAGLE COUNTY
State of Colorado
[, Johnnette Phillips, Clerk and Recorder of the
of Eagle, State of Colorado, do hereby certify
attached is a full, true, and complete copy of
CERTIFICATION
WARRANTY DEED
County
that the
recorded on DECEMBER 7, 198I
upon the records of my office.
Book No.11?Page No.
Reception
set my hand and affixed
as appears
973
229330
I have hereunto the Seal of the
County of Eagle, State of Colorado, this day of 8rh
AUGUST A.D. 19 tt .
JOHNNETTE PHILLPS
Clerk and Recorder ffiffietu
Soof !U
Prgc 973
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X-93 PALE MINT
{8/\sE 1O0)
X-73 EGGSHELL
(BASE 100'l
X-72 ADOBE
(SAgg:r00)
x-l2 CHABLTS
{BA5E 1{lC)
X-85 PUEBLO
(BASE 200)
X-79 VILLA
(BASE 100)
X-53 PURE IVORY
IBAg[ 1Oo)
x-64 SEOUOIA
(BASF 3001
x-855 SUNBURST
(B.ASE 100)
X-Sl OATMEAL
(EASE 2CO)
x-17 MTSTY
(IJAsE 2i]ti
X-48 MEADOWBROOK
1i].A5r 1f;01
X.56 FRENCH GREY
{BASE 2OO)
X-34 SAN SIMEON
(BASE 20O)
X-94 TETON
(BASE 1C0)
X.55 FRENCH VANILLA
(BASE 1OC)
o
Dlvbton of La llabtt Mucts Inc'
o
o
o
-.-
Lallabea 6tucco
Dlvlrilonof La l{abru Ptudlrcts Inc-
Exterfler
Stue@oGoilors ffie trflnflshf,ng1 ftueh Sflnee !912;6
,;is,"r'
/
APPLICATION DATE:
DATE OF DRB MEETII.IG:
DRB APPLICATION
*****THIS APPLICATION l/\lILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBI{ITTED*****
I. PRE-APPLICATION MEETING:
A pre-application meeting with-a planning staff member is strongly suggested to
aetermihb ir any"alJiiionat information is needed. No application wjll. be.accepted
unless it is compi.i"-irrit include all items required by the zoning administrator).
ii is tne appriclniil ieiponsibjlity to make an appointment with the staff to find
out auout uibitionaf submittal requirements. Please note that a C0MPLETE applica-
tion will streamiin" ine approvai process for.your proig!! by decreasing the number
of conditions of upp"ouit tirat the'DRB may stiiulate. ALL condjtjons of approval must
be resolved before a building permit is issued'
A. PROJECT DESCRIPTION:
R
C. NAME OF
u/tu,./t 7-30 €f
lrrrz to-t JtAddress
Zon ing
Addres s
APPL I CANT :
iz 7a S,sai7rao',z Dz e t < t' 1 /z C4 €zzs'z
? : tzt ,6,Q - '. t2t't; ':2 o "^ t7cnl l'< "/ ''?
76 - 7,F.29
tel ephone 723_Z_44- { r' 4
D. NAME OF APPLICANT'S REPRESENTATIVE:
F NAME 0F 0WNERS: '."1
S i gnatur
Addres
DRB FEE: The fee wi I I
VALUAT ION
$ o-$ 10,000
$i0,001 -$ 5o,ooo
$50,001 -$ 15o,ooo
$i50,00i - $ .500,000
$500,001 - $1,000,000 $ Over $1'000,000
tel ephone
-/76-2 &)7 n* ?;ag
tel epho ne773r434=6r s t /aItr
F.be paid at the time a building permit is requested.
FEE
$ 10.00
$ 2s.00
$ s0.00
$100.00
$2oo. o0
$300.00
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
1. In addition to meeting submjttal requirements, the applicant must stake the site
to indicate property Tines and bujldjng corners. Trges, that will be removed
should also be inart<ira. This work must be compieted before the DRB visits the
si te.
Z. The review process for NEW BUILDINGS wi'l I normally involve two separate meetings
of the Design neview Board, so plan on at least two meetings for thejr approval'
3. People who fail to appear before the Design Revjew Board at their scheduled
r"eiing and'who have'not asked for a postponement will be required to be
republ i shed.
4. The fol|owing items no longer have to be presented to-the Des'i gn-RevieW Board-
iney, nowevei, have to be firesented to the Zoning Administrator for approval:
a. Windows, skylights and similar exterior changes that do not alter the
existing plane of the building; and
b. Building add'itions that are not viewed from any other lot or public space'
which hive had letters submitted from adjoining property owners approving
the addition; and/or approval from the agent for' or manager of a condominium
associ ati on .
5. You may be required to conduct Natural Hazard Studies on your property. You should
check with a Town Planner before proceeding.
T LIST
/ao.ezsa-r)
information is requ'i red for submittal by
a final approval can be fiven:
MATERIALS: TYPE OF MATERIAL
OF MATERIALS
NAME OF PROJECT:
LEGAL DESCRIPTION
STREET ADDRESS:
OESCRIPTION OF PR
The fol lowing
Board before
A. BUILDING
Roof
Si di ng
0ther Wa] I Materi al s
Fasci a
Soffi ts
VJi ndows
l,li ndow Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Fl ashi ngs
Ch i mneys
Trash Encl osures
Greenhouses
0ther
B. LANDSCAPING: Name
,45/D Et?/C e-
the applicant to the Design Review
Fz-z.z ( " "
-.r1 ^ / t' ' t
n /'1 . t fl -*r*e<-p /llr-troy ffi
of Des'i g ner :
phone:
PLANT MATERIALS:
PROPOSED TREES
Botanical Name Common Name Quani ty Si ze*
/21
,.rt22
/t//&y///U
,4-uz"/o
T0 ,?tcl4
.4
j/l / - 2.1 n rZ_z__-___-J-__!_
./o
5A
for conifers.
(over)
"z/P7-
,,{r*o-t52urre=o/ f .f/rnerrz
57 - z/u--Ez
rd //Zsz- 5,,a2 ,4/ ,4zsr4z,'/c-r' ''%
.,/FraZuz,rY Z/azZ
EXISTING TREES
BE REMOVED
*Indicate caliper for deciducious trees- Indicate height
PLANT MATERIALS:
(con't)
SHRUBS
EXISTING SHRUBS
TO BE REMOVED
GROUND COVERS
SEED
Botanical Name Common Name Quani ty Si ze
,,06rry-
//,
-t
Souare Footaqe
't,rl
?)_
tD SOD
azizzZ TYPE OF
IRRiGATION
TYPE OR METHOD OF
EROSION CONTROL
,gz,z &xa.n
C. oTHER LANDSCAPE FEATURES (retaining wa1ls, fences, swjmming pools, etc.) Please specify.
UTILITY LOCATION VERIFICATION
SUBDIVIS
JOB NAME
Mountain Bel1
468-5500
Western Slope Gas Co.
L 800 922-1987
Harry Moyes
Public Service Company
949-57 8r
Gary Hall
Holy Cross Electlrc Assoc.
949-5892
Ted Husky/Mlchael Laverty
Herltage Cablevision T.V.
949-5530
Gary Johnson
Upper Eagle Va11ey Water &
Sanitat l-on Dlstrlct
4to-t4du
Fred Haslee
Lor_I_BLocK_J_rfimc l/,/ //t Jtrraz zzaaztt riz.y'
ADDRESS
The locarion of utilitles, whether they be maln trunk lines or proposed lines,
must be approved and verlfied by the followlng utllities for the accompanying slte plan.
Authorlzed Slgnature Date
1"1"*
R'.r,, V ? /4,- e-o--Pr
8-s-- I I
('5'89
NOTE: These verifications do not relleve the contractor of his responsibtlity to obtain a street cut permit frour the Tovrn of Vail, Departrnent of public
works and to obtain utility locat.ions before digging in any public righr-of-way or easement in the Town of Vail. A building permlt is not a street cut permit. A street cut permit nust be
This form Ls to verify service availabiliEy and 1ocaElon.
This should be used in conjunctlon wlth preparing your
utillty plan and scheduling lnstallatlons.
*(Please brlng a site plan when obtaining Upper Eagle Valley Warer
& Sanitation s ignature s )
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
DATE: -_-leeRt@etoct<
)
F i1 ing //t /L 4/ z-2,4 tvl /// 7>t,////
ADDRESS:
OWNER Ji
ARCHITECT
ZONE DI T'
PROPOSED
LOT SIZE
USE
Al I owed
(30)(33)
Proposed
Hei ght
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Sides
Rear
Water Course
Site Coverage
Landscapi ng
Fence/Retaining llJal I Heights
Parki ng
Credi ts : Garage (3oo)(600)
(eoo)(1200)
(50 ) ( 1oo)
(25)(50)
(2oo)(4oo)
Mechani cal
Ai rl ock
Storage
Solar Heat
Drive: Slope Permitted
Envi ronmenta'l /Hazards :
Slope Actual
Aval anche
Flood Plain
Sl ope
lJetl ands
Geol ogi c Hazards
Comments:
20'
15',
L5'
(30)(50)
Zoni ng: Approved/Di sapproved
Date:11E1tt'
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