HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 7 LOT 4 LEGAL.pdfDesign Review Eoard
ACTIOH FOR]I{
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tax: 97O.479.7452
web: www.vailgov"com
Project Name: MONCRIEF ADDffiON DRB Number: DRB0B0023
Project Description:
FINAL APPROVAL FOR AN ADDMON OF GRFA
Pafticipants:
OWNER MONCRIEF, ERNESTTRUSTEE 0r/2812008
10 WANDERING RILL
IRVINE
cA 92715
APPLICANT BOMER CARPENTRY & TRADE SERV01/28I2008 Phone: 970-376-5033
PO BOX 273
VAIL
co 816s8
License: 858-8
CONTRACTOR BOMER CARPENTRY & TMDE SERV01/28/2008 Phone: 970-376-5033
PO BOX 273
VAIL
co 81658
License: 858-8
Project Address: 4788 MEADOW DR VAIL Location: 4788 MEADOW I-ANE
Legal Description: Lot: 4 Block: 7 Subdivision: BIGHORN sTH ADDffiON
Parcel Number: 2101-131-0400-4
Comments:
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPP
Date of Approval: 0L13012008
Cond: B
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff andlor the appropriate review committee(s).
Cond:0
(PI-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval,
pursuant to the Vail Town Code, Chapter L2-3-3: APPEALS.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued towar{ completion.
Planner: RACHEL FRIEDE DRB Fee Paid: $3OO.OO
Additions-Residentia I or Com mercial
Application for Design Review
Depaftment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2128 fax: 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to
the'su-bmittat requiiemenlts for the particular approval that is requested. An application for Design Review cannot be
accepted until all required information is received by the Community Development Depaftment. The project may also need
to be reviewed by thb Town Council and/or the Planning and Environmental Commission. Design review approval lapses
unless a building permit is issued and construction commences within one year of the approval'
2otL*,
Location of the Proposal: totz ( adctr:
Physical Address:
lqest:Jb
(Contact Eagle Co. AssessQr at 970-328-8640 for parcel no.)
Name(s) of Owner(s):
o n
s)c
@ c c
n](i
-?obz Mailing Address:t4 acl UlTo*
Phone:zgt-Lqd-<l-so1
Owner(s) Signature(s) :
E-mailAddress:
Type of Review and Fee:
n Signs
n Conceptual Review
New Construction
Addition
Minor Alteration
(multi-family/commercial)
Minor Alteration
(single-fa mily/duplex)
Changes to Approved Plans
Separation Request
R
w
D
n
$s0
No Fee
$550-
.-*6iqo-)
$2s0
$20
$20
No Fee
Plus $1.00 per square foot of total sign area.
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and retaining
walls, etc.
For revisions to plans already approved by Planning staff or the Design
Review Board.
For office Ugcqdy' , . , rt l ,;*i;;- 7*-. check nr.' / t e1 ev,
**,N(*'F***!N.***'h*:1.*l.**{.*****'t*i<**'i'f*******{.*********:t*****!t,&*{.+tt**,8:tr*****'t**:f!&****,f *'t **:l*!t****+
TOWN OF VAIL. COLORADO Statement
Statement Number: R080000108 Amount: $300.00 OL/28/200804 t27 PNI
Pa)rment Method: Check Init: JS
Notation: 1433/BOMER
CARPENTRY AIiID TRADE SERVTCES
Permit No: DR8080023 Tlpe: DRB - Addition of GRFA
Parcel No: 2tO1--131-0400-4
SiTC AddrCSS: 4788 MEADOW DR VAIIJ
Location: 4788 MEADOW IJ\NE
Total Fees: $300.00
This Payment: $300.00 Total ALL Pmts: $300.00
BaLance: $0.00
,t**:t't'&*,! *'F*****:f '&*{.:8 *,f {.** * *,1.,1.r} * * *:1.,1*rl.**:F,F'l't***:F*****,}'irt'}*,t*
ACCOI.JNT ITEM LISI';
Account Code F)oqnrin1-ian Current Pmts
DR OO1OOOO3I1.22OO DES]GN REVIEW FEES 300.00
Zone Check
Date: 1/30/08
Legal description: Lot 4
Address 4788 Meadow Lane
Owner: Moncrieff
Architect
Block 7 Filing Bighorn Subdivision Sth
Phone
Phone
Zone district: P/S
Lot size= .5221 acres
Proposed use
Buildable area
Allowed Existinq Proposed Total Remaininq
Total GRFA 7506 See below
Primary GRFA +@25) (675*) =
Secondary GRFA +$25) (675*;=
* 675 = 425 credit plus 250 addition
Does this request involve a25O Addition? No
Note: This application is to finish basement level. Apparently, the basement was approved under previous
approvals, but proper documentation was not found. Applicant applied for DRB addition. He did not do
basement calculations for deductions of below-grade portions of the basement level. However, including
basement, the project has enough GRFA to be built. In the future, basement calcs will be necessary to fully
understand GRFA.
GRFA Calculations:
Main level: 2,711
Garage Credit (600)
Upper Level: 2,465
Existing Total: 4,576
Basement addition (may have been previously approved):
1,880 sq ft habitable area
830 sq ft crawl space (unsure of ceiling height)
Most of the basement is below grade, so most would not count. However, the applicant has not provided proof of
this. So, even if all basement level is counted, the total GRFA would be7,286. In the future when additions
are done, the basement will have to be analyzed for below grade percentage. For now, it is confirmed that the
basement addition will still keep this property under allowable GRFA.
oO M"'pr'o )-t7-78 A
DEPART'I\,IEMf OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
MECHANICAL PERMIT
,Job Address. . . : 4788 MEADOW DR
Location......: 4788 MEADOW DR
Parcel No. . . . . : 21-0L-1-31-04-004
Project Number: PR,l97-0119
TOhIN OF VAIL
75 S. FROIiTTAGE ROAD
VAIL, CO 8L657
970-479-2L38
iIOBSITE
Permit
AT ALL TIMES
#: M98-0015
St,at,us. . .
App1ied..
Issued. . .
E:<trlires. .
APPROVED
02/L7 /L998
02/17 /L998
08/L6/L998
APPLICAI\flT
CONTRACTOR
OWNER
Description:
INSTALL GAS LOG SET IN NEW SFR
SUTTON INSI'LATING WEST, INC.
5398 CR 154 #1, Glenwood Springs, CO
surroN rNsItr,ATrNG wEsT, rNc.
5398 CR 154 #L, Glenwood Springs, CO
MONCRIEF ERNEST - TRUSTEE
10 WAIiIDERING RILL, IRVINE CA 92715
Pfione:
81501
Phone:
8L601
970-945-1313
970- 945 -1313
FireFlace Infomationr ReEtsricted3 Y *of Gae ApplianceE:#of eaa LogE! 1 #of glood/PaLLet:
*rr***************r**************************************** FEE SUMMARY at********t***********************************************
Mechanical- - - >
PIan check--->
Inve6tigation>
will call---->
Total calculated Fees--->78.00 50.00
15.00
-00
3 .00
Restuarant PLan Review--> .00
Valuati-on:2, 800.00
AdditionaL Fees---------> .00
Tota1 Pemit 8ee-------->
Palments-----
BALANCE DUE---------- --->
DRB Fee-----,oo
TOTAIJ FEES--7S. O0
.00
7S.00
********************************************t********f***f,*t*t*t**********************t***t*********t**t********************f*****
1.2.3.
4.
5.7O3 OF THE T99L I]MC.
********************************************************************************
DECLARATIONS
I hereby acknowledge Ehat I have read tshis applicaEion, filled out in fult tshe information required, completed an accurate Plot
plan, and 6ta!e Ehat all t'he information provided as required is correct. I aEree !o comply with tshe information and plot plan,
to comply with aII Town ordinancee and etate lawe, and to build tshie etructure according to the Town'B zoning and subdivieion
codes, deeign review approved, Unifom Building Code and other ordinances of the Town applicable gherego.
REQUESTS FOR INSPECTIONS SHAr,r, BE MADE TWENTY-FOUR HOURS IN AD\ANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AIr',l 5:00 PM
ITem: O51OO BUILDING DEPARTIVIENI Dept.: BUILDING Division:02/L7/L998 CHARLTE Action: APPR CHARLTE DAVrS
iEemr',osaoo -FrRE DEPARTT\4ENI D€pt: F]RE Division:02/L7/L998 CIARLIE Action: APPR N/A
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.
coMBusrroN ArR rs REQUTRED PER SEC. 607 OF TIIE l-991- IJryIC.-_
TT.TSTAT,T,NITON MUST CONFORM TO MANUFACTIJRES INSTRUCTIONS AIiID
CHAPTER 9 UMC L99L EDITION
GAS APPLIA}ICES SHALL BE VEIiTTED ACCORDING TO CHAPTER 9 A}ID
SIIALL TERMINATE AS SPECIFIED IN SEC.906 OF THE L99L I'MC.
ACCESS TO HEATING EQUIPMEI\M MUST COMPLY WITH SEC.5O5 AND
SIGIIIATI'RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
r+rirttlt*itttt*ttttttttiaf arrltllllli*ttttttt*itt,*ttlttl*t*rit
TOIIN OF VAIL. COITOR-ADO Stat.cmnC
f *iit*t*9*ittt*rf f tttttt*tttltt*tiitlttttitittiitiitttt*itillltl
gcatsemnts Number: REC-037? Amounts:
Payment, Mcchod: cHEcK NoEaEion: *3070
7s.oo o2/L9/98 10:24
INIE: PBM
PamlE No: M9g-O015 Tl4)€: B-MECH MECIIANICAI PERMIT
Parcel No: 2101-131-04-004
Site Address: 4788 MEADOW DR
Localion: 47Sg MEADOW DR
ThiB PaymenE
Tocal Fe€s r
79.00 Tot,al ATJIJ Pmt.s:
Balance:
79. oo
79,00
.oo
Amoung
50. 00
15.00
3.00
*******t**t*****t*ttf ttif tt**ttt*f tf ****f ttttt**tf l***r*ti******
Accounts Code Deecription
MP OO1OOOO31113OO MECHANICA', PERMIT FEES
PF 00100003112300 Pr,lN CHECK FEES
WC 001oooo31128oo WILL CALL INSPEeIION l.EE
oo
************************************
TOWN OF VArL, COLORADO ****************************************
Statemnt Number: REC-0307 Amount:
Payment Method: CHECK Notation:
ao
****************************
#17488
Statemnt *****************
1s oB/o4/e? 0B:18 Init: CD
*******
3,503.
Permit No
Parcel No Site Address
Location
897-0LBB Type: B-BUILD
2L0L-L31-04-004
47BB MEADOW DR
47 88
NEW (SFR,P/S,DUP) PE
5 r 094. 15
5,094. 15
.00
This Payment
****************************************************************
Account Code Description Amount
01 0000 4131_0 BUTLDING PERMIT FEES 2,2L2.00
01 0000 41331 DESIGN REVTEW FEES 50.00
01 OOOO 41332 PLAN CHECK FEES 46.80 01 0000 22002 CLEANUP DEPOSTTS 500.00
30 0000 45032 RECREATTON FEES 691.35 01 OOOO 41336 WILL CALL INSPECTION FEE 3.OO
Total Fees:3r503.15 Total ALL Pmts:
Balance:
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FITEfTIPT
rGK,*/,a
George Ruther, AICP
Senior Planner
Oo
TOWN OFVAIL
Department of Communiry D eve lopment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
September 10, 1998
Philip R. Moncrief Special Trust
250 Vanderpool
Houston, TX.77024
Re: Release of Letter of CrediVlot 4 Block 7, Bighorn 5m Addition Su.bdivision
To Whorn It May Concern:
I have been unable to locate the letter of credit provided to the Town of Vail to financially secure
the completion of the improvements to the Moncrief Residence.
Please accept this letter in lieu of the original letter of credit and release th,; credit obligation.
Should you have any questions or concems, please do not hesitate to call. You can reach mc by
telephone at 97 0-47 9 -2145.
Sincerely,
{p *o,"r""unroouo
TOWN OFVAIL
D epartment of C ommunity D eve lopme nt
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479*2;452
August 28, 1998
Timothy M. LyBarger, Senior Vice President
WestStar Bank
108 S. Frontage Road
Vail, Colorado 81657
Re: lrrevocable Letter of Credit, #334
Dear Mr. LyBarger,
The purpose of this letter is to notify you of the completion of the outstanding improvements
guarinGed by lrrevocable Letter of Credit #334, for the Moncrief residence.
On August 27, 1gg8, I inspected the property and have qpproved the completion of the
improvements. Therefore, please release the Letter of credit.
Should you have any questions or concerns with regard to the information addressed in this
letter, ai always, pt6ade do not hesitate to call. You can reach me most easily by telephone at
479-2145.
Sincerely,
oo ilIOpv
$$''c$
George Ruther, AICP
Senior Planner
{,7 *'"'""to'o'"'
DEVELOPER IMPROVEMENT AGREEMENT
rHlS AGREEt.tl,.Tu and enrered ,n"*W,,,r?, l.av.o.r ?j ,fi_28 by and among -2,2.t ",.-,-."1 ..)... , , ,, (hereinattcr cattei ttre- oevelope/,), and the TOWN OF VA|L (hereinatter catteO tfreTiln ) an;called the ,,Bank,,j. / q,,u _ (hereinafter
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TETTER OF CREOIT FORMAT
Legal Doscnption: Lot _ Block_
JU(XlVtSton
Dalo ol Expirationi
WHEREASdhe Developer, as a conditio_n of approval of the
1gL1-wisfres to enter i into a Developdr
plans, dated
wHEREAS' tnu o:::log-uljs,obligated to.provide securiry or coltaterar sufficient in the
i:XflHffil*:rown to make reasonable provisions ror compreiion ;i;;;i; improvemenrs ser
wHEBEAS' the Developer wjs.hes to provide collateral ro guarantee performance of this
lg,l:.:,T:.",' including consrrucilon of the auove-reierenced improvements by means of the roilowtng:
Developer agrees to establish a letter of credit with a Bank in Eagle county in a dollar
119u.lt ot $2a-e-ee?(25% ot the rorar .o.r or m. "o; r"h;*; berow) ro provide security for the followino:
IMPROVEMENT
5ec fl fl. )6F
\Nd'
u'ftrob
r$
Now' THEREFoRE, in consideration of the following mutual covenanrs and agreemenb,the Developer and thc Town agree ;;f"iil;,-'
n'e 'v"vrv"'v "'|ur'udr uuveili
"nO,"rt".ri"t "#g:J.,"per
agrees, at the sole cost and expenses, ro furnish a[ cquipment .yhr* a ,, ee - Io ggtop and complete all improvemenrr.on'o.O.ror"
%^|||e.UeVelopersha||comp|ete,inagoodworkman|ikemanner,all lmprovemenls as listed above, in accoidance with ail pra.ns and specifications rired in the office of lhe community Development Departmeni, lh. T;n or vair, ano t'o oo
"il*orr incidental thereto according to and in compliance with the f"ffo*i"g,'
a' such other de;io1s, drawinos, maps, specifications, sketches, and other maner submitted by the Deveroper lo be ioproveo by any otrhe above-referenced governmental enlities' All said wori shall ue oone unoei tne-inspection of, and ro the satisfactiox of, the Town Engineer, the Town Building official, or other official from the Town of Vail, as affecte"d by special districts o, iriui.. districts, as their respecuve interest may appear, and'sha' not o" Je.r"ilornp,"," until approved ano accepled a::o.T.ptgJgd by rhe Town of Vair CommiiiiliOeueropment Department and pubtic Workj Oepartment.
2' To secure a.nd guarantee performance of its obligations as set forth herein, the Devetoper agrees ro provide rc.Jrirrind.oil;;i., forows:
33 in the amount ol $ 23 o ouo
grrg.gjbank in E;sG-d;nty) as set forth above if there is a default unOeiine
la6c I ofJ
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3' The Developer may at any time substitute the collateral originally set forth above ror anothcr form or collateral acceptable i" t'" i"*""i";;;;"il; #iJirnrrr .orpr"tion of rhose improvcments rclerred to herein ano [rc peiiormancc oi thc terms of this Agreement. such acceplancc by the Town of alternativc collateral shall be at rr'te ro*n'i soie discrerion.
4' The Town shail not, no.r shail any ofricer or emproyee rhereof, be riable or responsible {or any accident, loss or damage hippening or oi.riring-io in. *orx specified in this Agreement prior lo the compretion ano acc;prinb'e of the ,rre, nor-rt uI the Town, nor any officer or ernployee thereol, bc liablc for any pcrsons or property injured by reason ol lhc nature ol said worh, trut a[ ot said riabirities strafi ano arc hereby uirrr",r o/rr,e'Deueroper.
The Developer hereby agrees to indemnify and hold harmless the Town, and nay of its officers, agents and employees igainst any toiiei, ctaims, o"migii, oili"oititi", ro which rhe Town or any of its ofticers, qgglrs or employees may become subject ro, insofar as any such losses, claims, damages or liabilities 1or acilons in respect thereof) that arise out ot or are based upon any performance by the Developer hereunder: and the Deveioper shail reimburse the Town lor any and all legal or other expenses reasonably incurred by the Town in connection with investigaring or defending any such ross, craim, damage. tiabitiry or action. This indemnity provision shall be in addirion ro any orher liabiliiy whicf me oevLtopei,.nuy t,.ur.
5' lt is mutually agreed that the Developer may apply to the Town and the Town shall authorize for partial release oithe collateral deposiied wirn rnb'r'own roi eicn category of improvement at such time as such improvemrnti
"tr constructed in compliance with all plans and specilications as referenced hereunder anJiccepted by the Town. under no condition will the amount of the collateral that is being held be ieouced below rrre amount necessary to complete such improvements.
6. ll the Town determines, at its sore discretion, that any of the improvements contemplated hereunder are not construcled in compliance with the plans and specitications set forth in this Agreement on or before the dat; irfilrm in paragraph 2, the Town may, but shalr not be required ro, redeem the letter or credit asnecessary to comprete the unfinished improvements' The Bank shall release sucrr tunos upon.written request trom tne Town stating that the improvemenls have no.l been completed as required by this agreement. The Bank shall not require the concurrence.of the developer prior to reiease of m. rr,ioiio the Town nor shall the Bank be required to verily. indep"nJ"rirv in-ai srcn improvementi rrave not been completed as required by this agreement, but'shall release iucn tunis sotety ufon ttre Town's wrilen request.
lf the costs or compreting the work exceed the amount of the deposit, the excess,together with interest at twerve lercent prr
"nnrr, shail be a rien agiinli thl properry and may be collected by civil suit or may be certiiied to t# lreasurer of Eagle county to be collecred in the same manner as delinquent ad valorem taxes levied against rr"ripropliiyi tf the permit holder fails or refuses to complete the cleanup ano tanoicaping, ad defined in tnis cnaprer, such failure or refusal shail be considered a uiotation 6f rne iJning CoOe.
7 - The Deveroper warrants ail work and materiar for a period of one year after acceptance of all work referred to.in this ngreement by the Town ii sucn wor-r, is located on Town of Vairproperry or wirhin Town or v"ii ;ig;;;;;ui'prrruunr ro secrion 17.16.2s0.
8' The parlies l"i:p.lygl,ry agree rhat rhis Agreemenr may be amended from ilme to time, provided that such amendrnents be ii writing and executed by ail parties hereto.
Dated the day and year lirst above written.
Pagc 2 ofJ
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STATE OF COLORADO
COUNry OF EAGLE
)
, Js.
)
.21-.t"!,""ti"td"9'i':e""'"t"ry1n#ilTi*:#lro*'".og"oEo'"'",n,...-..
Witness my hand and official seal.
My commission.*Ri,us MY co'1ili6o&Etpit"t
STATEOFCOLORADO
I
couNryoFEAGLE jtt'
- The toregoing Developer lmprovement Agreement was acknowledged before me this s2 / day ot - 4 Af' - -'-'- -"'
.' ,"69ilii""" ""''*'::"";^n o.
Witness my hand and official seal.
My commission expires: My Commission Expires
t
STATE OF COLORADO
COUNTY OF EAGLE
)
/ J>.
)
=il-.:!,""ti"t''"try'fx'"" 1nJ?ATj-Bf?'y*q*o:i*""'gni .O,
Wilness my hand and official seal,
My Uommission Expires
MY commission expires: 4-3-2001
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Bank
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IRREVOCABLE LETTER OF CREDIT
I&REVOCABLE LETTER OF CREDIT #334
DATE OF ISSUE: May 20, i998
PLACE OFISSUE: Avon, CO
EXPIRATION DATE: May 20, 1999
ACCOUNT PARTY: Jeffery Dahl
BENEFICIARY:Town of Vail
Landscape & Driveway Escrows 6.Y@"gne€ VZS,/u,*-o-
75 S. Frontage Road
Vail. CO 81657
WestStar Bank hereby issues this Irrevocable Letter of Credit in your favor for the
amount of Twenty-three Thousand and NO/ 100 Dollars
($23,000.00), which is available by drafts at sight for payment in any sum not
exceeding in total $23,000.00 (US Doliars) accompanied by the following documents:
(1) Written certification signed by an authorized official with the Town of Vail
that the account party has faiied to partially or fully complete improvements
agreed upon as numerated in the Deveioper Improvement Agreement
between Town of Vail and Jeffery Dahl.
This ktter of Credit shall not be transferable and the laws of the State of Colorado shall
govern it. This Letter of Credit may be extended or other-
Wise renewed with the consent of the Beneficiary and WestStar Bank.
WestStar Bank hereby agrees to honor each draft for payment made in compliance with
the terms of this Letter of Credit if duly presented,
Together with any documents specified herein, on or before the expiration date of this
Letter of Credit.
EAGLE COUNTY. SUMMIT COUNTY. DENVER
Sincerely,
'*'
,r",urrrns i4:23 s7s'12E3213 d-ry' ;*' M isPFtALT oa
DOUBLE M
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30.00
sls8.00
t?t l.z0
tr912.93
$,4t3,05
9,61rll
sr,.+rl.t0
t75t.J6 r?2r.d9
rt.066j3 t2.011.20
t4lt.3? 321u2
t4;15J2
$0.00
3t6?.lt
t0.00
$?/6 tt{tue
t0.00 f0.00
3,00
c. LtcBTrNc 50.00 t0.00 30.00 30.00
N. FUtrsaED ?AT!O. rVALICS t0.00 30,00 S0.m s0.00 ro|rA|. ro,tte}t 15,06t:0 rt.3r6,66 tt3r6530
TOTAL LABQR rE ToBEloPSOlL€D
rnre to aelvuLcHED P|.ANf ER BED
ARE^TO SEBOODED
ARA^ TO B€ PBR,ENNIAL BED
AREAto sBkBvBoETATE
tneelxnfiEDcnc
ARer tO sgPlEtlNa tta*Ps
ARe TO3EIIARDSLmACS
;
IIrRRloArroN sYstEM
9.0q1.00 sLPBvEs
lo(t@ MAINLINE
- H&rugltlL
260.00 HEAD&te06
9.000.m HEADS.lilt
100.00 HeADS.PoPA{Axr - HgAD$PCH , vALvEvzoNEsi
2000
90.00
oo to
Design Review Action Form
TOWN OF VAIL
Date: August27,1997 Parcel Number:
Projcct Description: Moncrief - Changes to previously approved plans
Owner. Address and Phone: Philip R. Moncrief Special Trust
250 Vanderpool
Houston, TX 77024 713-461-3033
Architect/Contact, Address and Phone: Steve Riden
P.O. Box 3238
Vail, CO 81658 949-4121
Legal Description: Lot 4 Block 7 Subdivision: Bighorn 5th Add. Zone District
Project Street Address:4788 Meadow Drive
Comments:
Board / Staff Action
Action: STAFF APPROVAL Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Dirk D. Mason
Date: 8127197 DRB Fee Pre-Paid:$20.00 applied to permit
-7
Architcct 4rese- ?ioat Phone 9119. 4lzl
fL-'-+-=4
20'
15',
l5'
4
\-
-j=_t-
3'l 6'
Enclosed
Complies with TOV Lighting Ordinance
Arc finished grades less than 2:1 (50%)
EnvironmentalAlaz:rds
Prcvious conditions ofapproval (check property file);
4 R,rn
5iV- Co'teAqa ffi
,^r", Ef rcf ql
Lcgal descrip,ion, t6r FiqUc.r S%
Address </'788 fla+c*u r .<
O*ncr ?ln;lF la*rcater phone
Zonc disrict ?a , - - - proposcd "t" Q 5;-.r^ql* F-o-rr; L1
-T
Lot size . <72 AL I ZZ ,1.13 f Buitdable **u '
ru /4 / I
How much of the allowed 250 Addition is uscd with this requestZ N/d
Q:i^r^.,^-^- ^ 4erq+ -
Allowed Existins Proposed Total Remainins
rotal GnrA 1,524 * 8$ =3-Ll1-i * 4r%_#=€8&qe
Primary GRFA 7,114 + 92rft1#l =3J3L(
Sccondary cRFA lrfuI[$' $2s) @t) =Z*Z=SS
* 675 = 425 credit plus 35Hd.don
Docs this request involve a 250 Addition? NA.
Hcight
Setbacks
Landscaping
RetainingWall Heights
Parking
Garage Credit
Driveway
Minimurn
(30x33)
Front
Sides
Rear
Required-
eo{@'@gp -,,*Ant
Permitted Slope - % Proposed Slope -%
Yes--- - No- --
Yes -_ No_ - _
l) Percent Slope (< >30%
2) Floodplain
3) Wetlands
4) Water Course Setback (30) (
5) Geologic Hazards
a) SnowAvalanch
b) Rocldall
(
I
Is thc property non-conforming? Describe:
c) Debris Flow
DESIGN REVIEW CHECKLIST
Project:
tr sunvev
Scale
Benchmark
Legal description
Lot Size
Buildable Area
Easements
Topography
100 yr. floodplain
Water Course Setback
Environmental Hazards
Trees
Utility locations
Spot elevations
tr srrs PLAN
Q nTooRPLANS
GRFA
Crawl\Attic Space
.: EHU '
tr nunpnqc ELEVATIoNS'
:
-
Scale
ColorWfaterials
Roof Pitch
Q TaNoscAPE PLAN
Existing fces
Proposed frees
Legend
MISCELLANEOUS
Scale
Condo Approval
Building Height
Title report (A & B)
Encroachments
setbacks utility verification form
site coverage Photos of site
Eaves/overhangs (4,) Building material samples
C.O. Verification
Decks/Balconies
Garage connection sun\shade Anglcs
Utiliti es (underground)
Site Grade\Slope
View Corridors
Retaining Walls
Fences variances
Plat restrictions
Parking/Garage
TumingRadius
Driveway (access and grade)
Snow Storage
Fire Access
)
I
oa
Community Development Plan Routing Form
.r,\'4{}*
"*tt^oo
Greg Hall, Public Works
Terri Partch, Public Works
Todd Oppenheimer, Public Works
Mike McGee. Fire
outed To:
Community Development eturn To:
8trU97 Return By:
4788 Meadow Drive Project Address:
Lot4, Block 7 Bighorn Project Legal:
Changes to approved plans. Grading is involved so the previous planner, Dirk, requested
these plans be re-routed.
Project Description:
Approved Denied (cite detailed reasons) X.epproved with conditions
(nrcn\rrn c€ an \B\t C,rr\UeCt n€df dn.t€wa\i - 12" +r6rt1n rs af F.c
flrruewcrj , bot ct tur:ff n,sEk o,o i:odertcoftr.
' p4;n 15 ra4.:rred i nArr.reofa'l ., 6Y t\€, edqe 4€ ktg;o6tlq\c ['\h., c,an \ee rnoAe ftr ttre arpsott
-It e
Date received:
Reviewed by:
r.vt..A a/L7/t1
DESTGN REvrEw BOARD APFtrcAuoN - TowN oF vArrr, corJoRADo
DATE RECEIVED:
DATE OF DR8 MEETTNG:
*t***!t*t*t
INCOMPLETE' 9PLICA?TONSJAr_IIQLAP SCITEDWED F1OR REVIE?I-
PROiTECT INFORMATION:I.
A.
FI
X"rnor AI reraeion ( $2 O . OO )Conceptual Review (90)
D.
!.-APPLrcArvr: ///tt7'a,
Address:
Phone
. G. NAME OF . Mailing
APPLICA.I{I'
Address:
phone
H.NAME OF OWNER(S):
OWNER(Sl SIGNATIEE: 'A4t 'ElOEi Maili,ng Address:
Phone
APPI.ICAf.TOIIS WILL NOr AE PROCESSED JTZTITOVT OWNER'S SICNATVRE
Condominiurn .Approval if applicable.
DRB FEE: DRB fees, as shown abdve, are to be paid. at the time of submitt,al of the DRB applicat.ion. l,iter, when applying for a buildinq permiE,, please idenuify Ehe accurat,e valuation of the proposal. fhe Town of vail !1111 adjust, the fee according co the table below, to ensure the correcL fee is paid.
FEE PATD: $ CHECK *: DATB: BY:
F'EF Sar{Fnrrr.Er.
T
?
VALUATION
$ 0-$ 10,000 p10,00i-$ 5u,uuu $50,001-g 150,000
$1s0,001 - $ s00,000
$500,001 - $1,000,000 I Over 91, 000,000
TIFF
$ 20.00
$ 5U. UU
$100.00
$200.00
$400.00
$s00.00
DEsrcbI RsvrEw BOARD APPRovArr ExPrREs oNE YEAR AFTER FTNATJ APPROVAI T'NI.ESS A BUILDI.NG PER!{rT IS ISSUED AI{D CONSTRUCT]ON TS STARTED.
DEscRrprrox, f'iloofia+nop? lo ax Olt u6(r/pruto co) paca;verrs
ADDRESS' h6g rrmal oav
!::i-:3::a.rPr2n: ' Lot 4- Block 7
If property i.s described by a meeLs and bounds lega1 descri.pti.on, please provide on a separate sheet aid actach Eo this applicaeion.
NAME OF
Mailing
TYPE OF REVTEW:
New Construcr.ion (9200.00)
Addi r.ion (950 . 00 )
Design Review Action Form
TOWN OF VAIL
oarc: ? - r4'?7 Parccl Nurnbcr: 2'/o-z . /J,/ ' ol - a{
Proicct Namc:
lluilding Namc:
Pro.ject Dcscription:
Owncr. Addrcss and Phonc:
/ -,rb. 7x + Otz -/f/-toss
-azozY Architcct/Contact, Ad<lrcss an<l Phonc: artrJ< R"tt n i7o - ?Z 3?
co ,,/€ {-77e/
t-cgal Dcscription: Lot 4 Block ?Subdivision Zonc Distr irt$
Pro.jcct Strcct Addrcss:
Cornrncnts
Board / Stafl'Action
Motion by:Votc:
Sccondcd by:
t: Approval
n Disapproval
F( Staff APProval
h,
(.lorrditiorrs:
Date:.. 2- 4' 72 - .. - - -DRB Fee pre-Paid
-{O""
- .A/" rb b/"ts .
F*^'+
,d::,'-?;'J *;fr *'T!1.ffiX'!fl?JTHJ=.i;'o*"" r0 e-5,e'#:';"
rlJ"'J.,,
r-ad r/tz.&
DESrCx aElrI&f lorrD f,ppLtctTtor - lorfi op rrl!l., eoEoRrDo
DI?E RECETVED:DA?E OF DRI }CEIING:
taatatot-t
tttaltraaa
Fhone
t.
E,
DESCRIF?IOII:
. Nel.' Conscnregloa _--_rtddiclon {fso.00)
IDDRE9S:
LEGAI" DESCRIPIION:subdivisio!
tf ptogerty
oessatpE,ion,to chiE a9p1
2ONtlfc:
4 Elocr _/
Z'Ja
FEE t 20.00 t )u,uu
t100.00
3200.00
t.00 _ 00
ts00 - 00
(f30.00)
(f0)
c.
D.
i:,1:::tlU9d.lv a sEerr aDd bouEds lesal ,!1:*e provide on a separaEc sbeei aid arraetr
F
{r.
|\c.rFL -rt2*l5e€€
x't , lnxE oF or{NER{g):
@ }rertiag ldCfess: zc
rPFrrcrcrors ,lzLL ttot at tloc8'srD txEVSAVt of,r(plr5 srcflt"uRe
Coodoaioir:sr Approval if tpplicrble.
DR8 FEE: DRB fees, .,s shorrD abovg. are cO !e pald ac glre ',ine of eubmlBral o{.tne pnr appiicaiion. --dli;,-rfrlii-
applying for a butlding pe:ai-e,-plcase i,deccify =!a acsurale valuaEion of dre oropoiai- rir; ;;,*-6t-vaii-ririlaiJii ,o":ee acccrding Eo ile- clbie felow, -ro ao",rre the correcl fee ls paid-
vA&O'|'"toN 3 0,r 10.ooo ri!,0!i-i 5u,uuu 3 50,001 $ 150,000 9150,001 . ! s00,000 t500.001 - tl,000.000 I or.er f 1.000, 000
DBgref R5r'?8t touD rppRottt& StFrRBg 0!t? ygra AgtBn Ftt0.rr lE?ROvrl gilt.a3s I BsIIrDDgG pz8ulf--il I33t 2D rfiD Qqcs?asealoy ts 8E:rt?ED.
TOTNL P.B1
AAAF -.TOTRL PAGE.@1 xx
TYPE OF RE\TIEII:
Itzoo. OA, -5\ror tlr€rarion
+ConCspCual Revler
lfIHE OF APFLICITM:xdiling idd.ras6:
Ff,F sCIrnQI.P:
JUL 18 '9? 18:59 \a? oro t??a,
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
970-479-2138
NOTE:
TOV/Comm. Dov.
ean-up Deposit Refund
)proved
rnou nt
date
50
DEPARTMENT OF COMMUNITY DEVELOPMENT
fh;ha,^ Y"tU {n HJ
u+q,BlK+
THIS PERMIT MUST BE POSTED ON JOBSITE AT
PROJECT TITLE: MONCRIEF RESIDENCE
NEW (SFR,P/S,DUP) PERMTT permit
ALL TIMES
#: 897-0188
APPLICANT J.D. BUILDERS
P O BOX 484, LEADVILLE CO 80461
CONTRACTOR J.D. BUILDERS
SIatus...: APPROVED Applied..: 07/0L/Le97 Issued...: 0B/0L/1997
Expires. . : oL/28/7998
Phone z 7L9486248I
Phone z 7L9486248L
Job Address
Location...
rcel No..
Project No.
47BB MEADOW DR
47 BB
2101-131-04-004
PRJ97-0119
.00
200.00
691 .35
500.00
5 tO44.15
PLANS TO
FOR ART H
PLANS TO
OWNER
P O BOX 484, LEADVILLE CO 80461_
MONCRIEF ERNEST - TRUSTEE
10 WANDERTNG RILL, IRVINE CA 927L5
Description:NEW SFR WITH CARETAKER UNIT Number of Dwelling Units z o02
Occupancy Type Factor Sq. Feet Valuacion Dwellings Zone 2 V-N 96.72 4 t6O9 445,782.48 Private Garages Zone 2 v-N Masonry 28.56 768 2Lt934.08
Subtotal: 5 ,377 467 t"|76 .56 Table Date z 0s/Ll /LSSA Total Valuation: 467 t7I6.56 Town of Vail- Adjusted Valuation: 467 ,216.560
Fireptace Information Restricted:#0f Gas AppIiances:#Of Gas Logs:#0f Uood/Pattet:
*************************************Jr********************* FEE SUMI'IARY **********************************************************
Bui Iding-----)
Plan Check---)
Investigation>
ll i l. L Ca l. l.---->
i',212.OO
1,437.80
Restuarant Ptan Review--)
DRB Fee-----
.00 Recreation Fee----------)
3.00 Ctean-Up Depos it--------)
TOTAL FEES--
BUILDING DEPARTMENT
CHARLIE Action: NOTE
CHARLIE Action: APPR
PLANNING DEPARTMENT
C.IARLIE Action: NOTE
Totat Catculated Fees---
Addi tionat Fees---------)
Totat Permit Fee--------)
Payments----
BALANCE DUE------------->
50.00
5 t094.15
1 ,591 . o0
3 t5O3.'15 *************************:t* tt:t*:trt******************************tr******************************************************************
Item: 05100
07 /02/ree7
o8 /or/7ee7 Item:05400
07 /02/tee7
07 /t4/ree7
o7 /14/ree7
07 /1,5/1997
07 /30/1.ee7 0B/07/1ee7
Item:05600
07 /02/tee7 Itern: 05500
07 /02 /Lee7
07 /25 /|ee7 ftem: 05550
07 /02/1ee7
" /24/t997
Action
Action
Action
Dept: BUILDING Division:
DAN
Dept: PLANNING Division
DIRK
DJRK
DlRK
DI.lK
DIFIK
CHARLIE AcTion
PUBLIC WORKS
CHARLIE Action
LARRY P Action
ENGINEERING
CHARLIE Action
APPR
CANC
APPR
APPR N/A
NOTE PLANS TO
APPR LP
I'IOLLICA Dept: FIRE
Dept: PUB WORK
LARRY
Dept: ENGINEER
Division
Division
Division
Action: CANC
CHARLIE AcIion: AFPR FER MII(E
FIRE DEPARTMENT
NOTE PLANS TO TERRI
APPR see pe,rmit conditions TERRI Action
*********************f i*********
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowtedge that I h"uu a."d this appl,ication, fitted out in ful.t the information required, compteted an accurate pLot
, ptan, and state that att the information provided as required is correct. I agree to comp[y uith the infornation and ptot ptan,
t to compty with atl. Town ordinances and state taws/ and to buitd this structure according to the Town's zoning and subdivision
7 codes, design review approved, Uniform Building Code and other ordinances of the Town appticabte thereto.
C
REQUESTS FOR INSPECTIoNS SHALL BE NADE TUENTY-FOUR HoURS IN ADVANCE BY TELEPHoNE Al 479-2138 OR AT oUR oFFICE FRot4 8:00 AH 5:OO PM
Send Ctean-Up Deposit To: J D BUILDERS SIGNATURE OF OIINER OR CONTRACTOR FOR HII'ISELF AND OI,JNER
PAGE 2 ********************************************************************************
CONDITIONS OF APPROVAI,
Permit #: 897-0188 as of 0B/0L/97 Status: APPROVED ********************************************************************************
permit Type: NEW (SFR,P/S,DUP) PERMTT Appliedt O7/OI/I997 Appricant: J.D. BUTLDERS rssuedz o8/or'/r997 Job Address: 4788 MEADOW DR
Location | 4788
Parcel No: 2101-131-04-004
********************************************************************************
CONDITIONS ********************************************************************************
1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE
3. AS NOTED ON THE PLANS, THE TWO LARGE TREES MUST BE PROTECTED
WITH CONSTRUCITON FENCE AT THE DRIP EDGE PRIOR TO COMMENCIN G CONSRTUCTTO}T AND THROUC];CUT THE CONSTRUCTION PP.^IE SS .4. HAND DIG THE FOUNDATION WALL TO MINIMIZE ROOT DISTRUBANCE AS INDICATED ON THE SITE PLAN.
5. l-B" cu1vert must be placed under the driveway instead of the trench drain.
v
************************t***i*********************************************t*******
1',IID COUNTY PLUHEIHG
rt
.. .. .i;;1e-g? gg:41 rnou'toufh-DEv-DEpr '
6e12443
r D,97e444s2
P.62
PACE 2/7
PEltltr.T ii
a :.I,
TI ilr:, i.
t;i
-l
.;,,; i EaBi€ Cortn-ly -Agsessors
O*1ff
,,: ;: 3n:;;,filiii' rii: :i] : " " *i*gl Y*:1" :?*?:*"ffIfi-PP.LrSATrq4 FoRM "*il1''*::lliil;2 ,#fffi?Ifi 6Qr- ol 88
ApPuIcATIoN MI'ST BE FILI,ED oUF couFIjETELY oR IT uAlt NoT EE AccaPfED
-, .-44^&&++&.r+*******tt*t**a*r*rl'
tf,,* ,r******************:t******t'* PEnurT INFSBI.1aTr6N *******,.*********'
J}:-But1din9T€'j-ptuurpingtJ-E}ect.riqaIF(-}n""hani-cat]-other
,._';;:-,--Sn,ii{n+. rob Addres'3 JZ?*-^A&fu,^n .t .-
I u ,*;i,r Description: r'ol-7 - n'.o,:.X-7''7yhE5'a4il-'sg^o'u""8&!9h-
:;...,"i*.tre$ Nahe:--l'loor.,'*{ -,'
-. Address: !'Z-ttry+/q*^{ '-Pn'7J396!:FIz
,:,i'i-.fi.i'Lect; fi .4-e4.Address , E0 7p-re P,o P4 f";( ?-#€. -" . .Pn'?l2",rtq:Y/2
..::$rrera' o"r""ip**t= fr-t/tt rPPrJ1-J-f' t+?'(':";'-fi1s'/n-' f --
":r.rr,h: CJassi [ ]-New [ ]-Alteration
;' i;rlrer: of, Dwelling Unit =' 7 ,"
F/$-Addiciona!- [ J-Repair [ ]-other
Nuraber of Accohurtodation units:
To!'rn of Vail. Reg. NO
Phone iilurnber:
I
:.:j.iiui.)er and T)rpe of Fireplaces: Gas Appl ian .s-4 - Gaq IJogs#J Wood/Pell'et-
r.l.!&***{.************** VA,ITUATIONS ******rt********f*****************.U
Ili. q * * zt rt rt * * * ** * * * *** *{' * * * * * * * * * * * * * * vAIrUl
---'ll r =.rrr-rnarcar.:f Cri'Htsn;$itril,nnre= s .- -
ErEcrRrcer':f *Hff:l-*
;)rur,lBrNc r.t-fi'wl*- uicr.aNrceulff.js/2*.'-. TCITAL: f--
\J s if * * * * * * * " * " n :: :lll I
-#j,j.,i&lp"':" :.'"T'roffi * ;i1i i i ff Tr, X 'Trtiur,,,ral Contr
;r;.;.;;; r--tu;r;_l-I;.T*- . Phone Number:17o",{7.14f<t
j;.,.r..:utrical
:,ii.rl.l:esE:
Contractor:
----,#-
lurrb,)'<./i,,g Sown rrf vail Reg. No-rffi-.-!
Phone Nwilbe.r: {72"'lk?'.utJ{
rowrr of vail Reg. No.B/S;(
Fhotre Number: Wf + ss:t1anical contract-or : fr/Iz"d-dl&+t@''":
lrt$ress I h>< Fil% fl'/vc NAo.::z- Cst|gl!*6*'
.Fi.itl{BING PER}Iru,F$E: ,' , i ,. .i ''. 0','.;..
i{i1r.:IvilNlcAt pB lrtfr'FEE: "I'.lit .;{LECTRIgAIT FEEI; IIu', -..,,. --L'';';.,
l.rv,:**************,r**********lbt*** FoR OFFICE USE *tc**i:***********r************'**
lP;riiLDrNG PEit$XT !1EE: j BUTLDTNG PIAN C}TECK FEE:
PLUMBTNG PI,AN CHECK FBE:
MECHANICAL PIATI CHECK FEE:
RECTEAIION FEB:
CI,EAI{-UP DEPOSIAI
TOTAL PERMI? FEESi
BUTLDING:
SIGNAI.TJR$I
ZONING:
SIGNATURD:
i}It* FEB:
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Parcel /1.
,,lContact Eagle County
aE 970-328-8640 for
PARcEr, llz 1l OI t 3l C
?,,""
TOWN OF VArL CONSTRUCTTON
)PERMTT APPLICATTON FORM
DArE t J=J- ?7_
,l . AppLrcATroN MUST BE FTLLED Our coMpLETELy oR rT MAy\It
x * * * * * * * * * * * * * * * * * * * * * * * * * * * * * PERMIT INFORMATToN * * * ***I
PERI.IIT /I
-BE ACCEPTED
****************************** PERMIT INFORMATfON *******************:r*********\
t!-Building J J-Plumbing tXl-ntectricat [ ]-Mechanibal t l-other l,f)Job Name: Job Acldress: A_l_g fiu.*,1
Legal Description: t"ot 4 , ,nLock_1 Fi1ing
..rt^,nara rrrxa . ?lt l;p,R. n4o^cr[J gi.;v %;8"owners Name : Ern isf Alon.rieV p.fivhrpdit;;= :
Architect: Address:
General Description: _Stflt E-,'t R* ,ds_ry_u,t/ __t^.o 1 . l\ ;+^il ,'rork class: txl-New t l-aXeration t l-Additional [ ]-Repair [ ]-other
Jumber of DweLling Units: I Nurnber of Accommodation Units z ?
Qzo -P}j.. q+q-4t2 t
lectrical Contractor:fdress:!7-oQ> n or Vair
lumbing Contractor:idress:
Phone Number:
Town of VaiI
Phone Number:
Town of VaiI
Phone Number:
Reg. No.
Reg. NO.
FOR OFFICE USE **************************:r****
:chanical Contractor:ldress:
J'loz
r * * **bttfg* * * * ** * * * * * * * * * * * * * **/TLDITG PERMTT FEE:
"UMBTNG PERMIT FEE:
]CHANTCAL PERMTT FEE:
,ECTRTCAL FEE:
HER TYPE OF FEE:iB ITEE:
BUTLDING PI,AN CHECK FEE:PLWBING PU\N CHECK FEE:MECHANICAL PIJIN CHECK FEE:RECREATION
CLEAN-UP D
TOTAL PERM
BUILDTNG:
STGNATURE:
SONTNG:
SIGNATURE:
VALUATION
l4N UP DEPOSIT nEFrrnD J O b ";l der' T"L-
JUt | 1$s7
.aL/t=,B 13r 3[,
il0l(|me
lhtltn
iloirrillrrm
llcdrryl-F!rise
ileor ir1lirtg,
.rlEtuholtart rflllt0ut rrr unLa
nilrrffi3
E Lrr is rurutnrurrd in
1'IID COUNTY PLU},IBING
nnnrtm-y -, bg1z4{s
6At2 443
O
Efrrfihnid,,
h:
ntrd polyrthilaEt{Dif[ gsl&r ilail
mc por$L u|nr Tp|a0trton3. E.PaN
tutgtir, dl,ncasctE, afil
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qw
traff
oilmilmtfn0A'fl !.lsnrrl mdr|toal lltsiltt4ltplDpslun ot 100fl1 rt il.t.r, tootri rt lgfl d20sf.
ffi,13|m$3H Efub firtnulirturad Fl76 lltrrd8rd Sp*itiretinn br
Tulq fid Fl77 sbndrd bl
Fmilc Hof.rad Goumr HU rnd fi5rd bynooemldflmal
[0ll F0undrtlot (ll3F|wl
a*i a.aidJ{i'ij;g irp-*, e.a., iirxirr
sting, ilfrlltilon. utd rgrfiftil0n.
P-Al
t{].5A3
3l!1il(1'1t'i'Fr.'
tni'#,io rsrl .vpufiia railuurnu I0/llil|lrorrd(od . YFS
o@t
tr'fi-flfr
lilndb,6
IIHtr
ttnllolda ftr f-[tt rle rnifi cr coppr rnd horr ad nc reilDf h I ntdy 0f typa rnd rirft. firtr h tfrrllr|!/l c.pcr ifftffldl suD|niltrrtor rhorl fttrltc.
-{uEr Dn|tif
l',fr lrr arih cnrrrr rd i*frilftr nrir lr tmrr$ rr ffi m !{t rd &rilhrfrr|',.
lbldtrrp
ptffinriql'
.' Lillmh*
oilitot0tt
FPer ls connmbo to E Frr manihtrie or lrtDsd tilings uflng oif
of lhree cmnrcrion r/Ehm6, dporClrg ofl miltob tfo O
tt8lru trtEm rprcifidr. $ta chtrt Ddow.
ffirunor||0iltB
Efrr nust 0r tuldffi h rmolsnca wnh dl +tsrtnry,,rstrltdhn
ptoclouru3. includru iilo4tltbn 0|ovrtrd n tnnlil t h :
ln!$ryfi mrqCl n|o guldrriri. irtbr b nff rrtt
-|h'|F dd0r
fnftilnril0n fid deieil !htr. :
lfirll0lt0u$
Smnt fsorrorbr ilr illociailt with l.lu. tnlt r€rilulci
olhft Xrtily locuornlr tOl lrn inhnnafhn flouiUls,
l0Gsorit!,.
rronm|r'Kt'n$
Pbr. rdtilncr th! E-pcx MEtff $ftffuln Rillltntl|t,orb?r nrpol[, arrd tm||ilrilon mi|c ht htornrtion.corurmhg s4g[l
EliQt|rrryry
At tuq3H ut€I :€E! . .€6.. qr rxi!
|o couHTY PLUr'rErNG
ry
76
fil,rtr ;f-
COUHTY PLUI''I8I NG 6At2443
' utn-21q '. ({l*drc
EUATUATION
Cop,v.lthe 1997 tC0O Ev
EPORT
+$'TlHtdrnr*t
SPS0EE|O.X
1..I EUUEGT
0rcs.h:nlcc
ADirtliDrddl
ofscnfnofl
2J fiorrdColi g664Pa$erts
2.1.1 B!*ilE t finPD( luUnO b tlrd for hd rrd coU wa:
er dhUihdbo pfoiing
tonr uruler Ciopnr e r
Ewrtcd{' sdict' b-, ot it'c,ct pkb 6 ,''.i1* | rffi.n to ct,4' t eu',st 4 ftDa. @iciag tfu dt ry+q vllcb bc w*t rs 6* tt b d't'rrd + nPu&j a#oio 6 t' r.ths ?lllruu n @$e$ *ntscd ct is s qhrilllar t rrrlltrtr.rb
qftctuctdglld'/ttsffiatt*t,te|q.t l.Ihcl€ta''fu&Ale.yict,trc-r+*xtuI:taflh,{ tottr,,d,k nadfrsrcgtffirrrrnr*ra6dgr . tatr?.tfrrdor-ti|r,.Eno.rrpzrllEtgtcuO-C*r*tgEyic.,to*ra.Li,
u 8 n ar ttod.d t ad g ts rcgotAlilt &&crdenfu',. at u ru. ffir", ocfildib
lJ.4 lnryrctim loohllcdluling shalt br gr6els'ta||$ ?a6 irh
specrod rt rlqulred by seaic 007.c ot rhr lPcor Srsrlio t00€ of
rhe uPc
?.t Badiad f,or llerl|lg Syslcrnr:
22.1.,ernen} Plsoo OVOrttrto ard ffirnrey (-Ptx l?tr rltrim
is ufrdtor radbnt h€ilngrystems in trBlo€nliCrnl tigalg0ramef.
sal app',icdlons unlrr Appeodir Cnapteilt2 ot tne t080 Unitorn
riter.hilicsl Code (UlrC) il'ri otaFef 12 0l tne l9O5 Acrurmtativc
$wptroen.
Brrra$* herling syster s conrbt ot srpaae lmpr oI fEX t$hg
cocveyino lU vrAer undcrfuors. Eorh ot the tualig tooF aro scrF
nect?d r0 tht hot uatrr &urca $rougn radloldr lfiicls$orr lhe
0orf In fidtuidrnl looDc ro oe reoulelrn-
2.2:1 hrlnilh:
Z.f.r.l .rulfrl: The PFX trrblng lor radiuti tloot heiltm $,flams
islimilrr to rmtsrhb desoiOEC in Erctlon ?.1.41. nc$rrhe3frr
fitgy liftre a tnd.colofld ox)'g€n Drnlct coaihg.
2.2.22 Conlr|33|or Fuiryn' Fattillg$ $a similar t9 ilr$e de-
scree{t h Etdion Z 1,?,1. $ee Fgure 1. Rting s}E[ Dcehaclad &]
rubT{ ln ftrl4 accofdmc witn ph!e0 Mandl$trino Ltd.:instlut.
|ion instruoms.
, 2. .2.2.3 [l|rn Tltpc Fl0ing;lhe tit{ngr incorponu bftis 4rei:-,
type ltin$ raoulacilt d Dy &l-U C0., Ltd., r'|tl c099rr conp flne3 . n||ld0c"rB{ Dy SifirFciief. 9|$e orater'dS COmptV *{tt ASTH I '
l6sac0pper iliry UNS ei6000 and cq9$r marcrials &mg' widr
ASTM B 75 cop.oer UNE C12200. Srp Flgure 2. TtE fiiil4. 6e14p,
n ifi ASIM F 8fr'90 lad aro ldomilird * n0t06 in Sectlon &31 0f
il$ rgpod. lt3 filtlrrgs err to ba rlt cbnt t0 tullng L Efigt rc60rd-
uEcwith narco Uanuteuilng LirL or l{rr6rli1 imnufibas.
, P2.3 l[|!'lltliofi All clrgrhs sllEll Dl lormsO frunr Conlinuoul
!fi'dtil 0rsltf|s. fon il.nifold sspply b r€turn. ilo gliqcs fiJ.
lowrt. hs6EII0n $rles aopdlng lo rhc v9. dl cqr$l,cdoft I]E
tyst€frr mif $ insldlcd n ahbc 900Gt1[ tr $ood 0osr3. t'4/tEn thr
-qdelB Ir rm&dl|0d h 60o.'ete. ilbho sha[ bo cowedny c0ffidg
I mldfiin ot % hch (19.1 tm), and i$Sll11lor must gp{nDry Yfth
Sfdign t90CA of ths Unifom guitdng 00de (UgC). $lirn thetrrb.
ing k iuillrd ovir polrEiar€ec bofrCc. th0 bouor mwcotrrph
uth $otioo 260? of ile UBc. hrultrtim rnd fui$r or m.hfaihit
spltrn lor each rype vJ flcn,r construction murt ctrtlorm silh
ma$rbcturatE furstwcli0ns anrt Apgandix Ctugtat 12 pl fio tlUC.
ud rrr 3utilct to aOpovat by thf brrlrfrng Oftciar_ Prouc{ton ol UF
t|lbs lo r' noted i0 6!ctb$ a.lt.
3.2-f tosgcrllurTbebung musl b3 pBssurFtoltsd tgr Inrts nc-
toae h6fia[ldoo ol thr oorerino f ooreo {l.ADp.Odix Sfron.l?oB
oil Os UMC- fhe |n( pst murt bc witnclr.tt by dtt bttllling olt'lCfit.
d ltt d!$Srdtd nprcscrufn c- thrine plaEsFcril ol tl! criirg O{,!f
tDc tt ling, t|tr lube mglt 0e ma;6tncd al $r pmpos.4 Opffiling
p,rcssura
ER5r36
Rcissued Augu* l,' | 9tt7
411-&t3g '
BO Eval
vr&RxuaN Mr[[ RoAD . wHlTTl t, cALtFoRNfA'90601.2299
corporrtio", otthelntern' tional Conference of Buildlng Ofricfals
Serviq, mc.
nfingcete$+(1eo
r reshentrd rad &tt commcbt apptica'
oE 1995 htdffii{Dnar ptmlln0 coft (PG)
191 lrnltdm Plunthg Coce 1dncl'
-
UtrraPE( trrblno is producld lrom a propri.
lound- Thl tu0e'e rgntd.coloGd J|6 b
- aau 3/dnch (95, 12.?. t5.9dro lt.t mm)
rnCh npdnum l.00Gtooehng (304,8 mi
GBOSH,UKEO urfiaoco(o tlstf,trGlilc
IUBDq Foi USE rrf tsvsIEsElltD ,. .i..
z7it00-55,lv[tuE
ufleuY.BnInsH vfw0n
ild6nts0frodilrc
2.1.1 ltlelr'rdr:
2.1,1.1 trhtls:
$rry
*ail*nnzft,|t2..
nornlultrh
c0[s,
The producs ot
18eQto rboltdE o.rtsidc
tuD!$t05,
L1.23 mf'gF.
Ltrl. tlf |6edvitlr
e DolfutylcrE
spr''[-U?eg
Ft77rd are
Da.[rclEdrorufr
ttd. trtsraudim ffifr
t.1,3 lDtdlruod
narubtrsrers
0l$ruPc_
hohg junlsdi{or.
ttlosreg bnct3tq
rrrflu&cuf*.
Frt
Dt0drrg ilifns Bt
r]t|llit'|sstcotrti!
rf,DfiuteEdtrlct
Fred ftdt'la rlesn t bc 6 htt cpo$d.
! (PEXIToblm l0rUsein lftind CodwF
ard RrdiailFleafirg $ysracrs. ...
lor l0Oprl (t89lrPel $ 1EtrF
relro (g0l) 0f 9- Thr sDl ts rfe (}
lo rftllfidoessa4d i$ ofiEt&l torU
ecdadanca u'rn fttco l,tan*rctrring
eontt|hn ard co0fadim" llinimum
lhtittrr nanufrcrumd by Aco.rr Co,
unrrF6( tr$o. Tna ililitr0lEcoddd ot
Dody, rn Gtns scd rnd r Eahnos soa
irr fr un l- Tlr ttda$ Gomptyvirh Agfil
in Sacriil 23-2 ot uti! n0or E[ttot aIE!
Elalioo 0[ ftt sFn8m tlutl c0illorn t0 Ue iar and 0fuptcr S ol tht iFG or Chilut ro
as srrbird loapprwd d rhe Drnfnobtfrdd
irEiallatin lL'uuEfe.n Droui(M ryfte
r laid pipr nb* be sao|'Gd !o ecdrttFo-
urg osdtte tuDe 0lr,nrtpr- Throrr$dr oF {ErF s%hdr t3.2 rm),Ihtrbofiorn
tfn6 tr0m thysicdontpwilhut o.ner-
m$spcn€ffdmsa$d ub0|lttp
i, ,. ,i'
x&e&rbt
?iig. I ofS
]',IID COUNTY PLUHEING
JAN-16-98 Oe:25 tRolt, tt ll"=
6fJL2443
,o" ="tl"rr=
P -E,2
PAGE 2,/2
EFr-s136
?.3 ldenrlllcerlon;
nrrewals ol i l€el (15?4 mfi!
ten. ngrruntrtu!€ ste. ,!al?.t5l
r5rn: rnd, I Cdtltt o€Srgha-
Drloo (pix). sDR (sDn 9-r,.
,.iArlo?rarcre &flC a, cssuc rM F 576.87t 6eEErtlpn..
nrlnc d lnl oiJthvgon.
rnent ' rrt ttc 1994 daltorm P|amDiag Cddc'aadarftr PtX tuling
lor ir: rnl blrtlfi! ly'|attls Eorlpli€s rritlt Appreoir Ch|etc? 12 ot
the't s)cND tJ.iild/tn tilcchaaiczl Cadc' .n6 CbrpGr 1? 0l lhe
1335' rsrrnutrtive $opplenanl, luDicct lo firr totlonisi contri'
lions
{-1 . the tuDlng as manulacl,lfcd, ilttllffiod rntl iorblled in
te8etdlrrcl wit\ tnir repod lnd Ine ilaasllcturcf't PUD'
, lllrgd irrtrrctions. Mrnufrcrurer-s ioctrucliOal thrll 0i
urnishe[ ro li3 buildiog ollicirl opon ?iqurtt.
{.2 ; lr[tb 0n thc d$ien.cl in8ltl,ilion 0l Da healhg t lt!l!
la3 $'smitrd l0 the builcng oflicial lot rpprovrt.
{-3 : EarI tubin! iillfllilioq ii pt3$qte'trdrd let laelr in the
' prlltici dl me h,rilding otilcirl ot hir desieoated rgna'
t'ttll3ltvd Ucloru i*s:dulloo 0l lqq cou€t-
r.r.. lhe rulirg ir rrrti,rtrlneo al the propo5g6 op3ftliog prer-'
sr,,c truing pl3crrnsn( 0l thE E0v€f.
frodrrctton cad4.9o|td? lvlltl !
ir'gl r$ncy tCaq{€n gr'|tUrict eod tls: In{?,tuxonllt
rn{ caabllio0 t3Dorl numbat gg ;p-iri6)
. 3it.f Comscssion tiltings:lrnrEs ate filttliC aldl
uro ABon comparry name.logo 0l corrlrol eqcnCl, ion&
qP,r $Endild3 Alsgarligl, drrd wiier dcaignnlm.
Ll.3 l&n.qpl Fill,iogc: h
!.zlcs "U'PiJf,-csf ttd -F
lfilngs rle tnarkd t'fln ue
rp trngE ate faattco l$th irre
wcfes -u-Pix'tnd "t 87?-
g EvtD€lrcg suEilfrrED
?.3,1 Trbing: lhl loDt rl mirrreo
(tiulrlmumi ri,fin lrg itzsco or hca
hcoorls ot lagrg !t tccolillnil 'j
f;'Fix. Pe arlo Ptx/4-,FE' T
.r*auilg zt6 Vfila D.Jrtta$ton S
'.1.99t: quCny iu{rd t:t6ntal. Lrtd
0 frlt0lrtcs
Thel thc Flaccs rrtil.llnltj
.;n rhit rrtoft l0r hol tn, c'ld
rnh Utr ltfi lnlnr"tinrl
,c3G is accesgnc3 gfnilE
ax: litvlilT :gr tbl rn il5r.dr
Itsf::e tA9:3if, qt!;( jdn'eit t't.5.
ristt:c|tcts.
(PEX| lolttg dscriDtd
drdribullon frrF,Ds cofllF br
Ittl Codc- apd 191)E St Dth'
Fbr tluoo altovt grclll. ttr" lplrio{f is linri:td lo nottlir.rs-
3istive corot usii0ic co3suuclion.
Thc orotuct ir manut$crurtd ir Laogtff. &iGh Columbb.
Carrifi. utl&l e qu:titt sutttrel tnbgrart witt iltrP0aligm'
!y tnD.&nada.n Stlndrrdl Association (t't€l'0Af28l and
wirn Gpeaioru lor toricily Dy ilSF tntfinlllorlal (A^€3q).
Ihis f9t ,rt iS tirbtecl 1o lsspninitio0 io t}|o y!!.t-
:..i :
Acorn Style r9
FrcUBI T
losenFisine wltt Crltrg Rlng lc. Oghr PEXTubing
r1.
tpbea. o-tlng c 'tlul
, -T)_,
-!
'-t I -H
N
FIGUNEE
Trues Typ€
CAL HIP SCISSOR
0-$.8 2-1-2
4-114
2-10-1
5.00F2
5
3-t l-1 1
11-0€ 13-2-l
0-4-13 l-8-12
Lllb:
1
10x18/M18 =
22-6..8
1$11-14 22-14
2-10.',1 2n-2 G$8 t
1,1
ri .'3x4
6x10 =3-
3x4= dT
6x10-rl :< Il
F-I (o
I o,
\rl I 5t I ctl l9 ila' l!
I
1
13
6x10 z
1
6x10:
5.00F2 8x16:
22-G9 8x16 =-0-$5
0-$5 0-0-1
prareo,fbers(xJ1, 1r,o-r-rr,o-eoJlsoF+,0-r-121,[4:o€€,0-1-i21,[o:o-3-8,0-1-121'rr:o:ic,o-i-tzl'[e:o€'15,04'5],[1'l:04{'0-1{l't1
DEFL (in) (loc) Udefr
Vert(LL) 0.42 12J11 625
VenCrL) o.fi 12t11 521
HorzOL) 0.50 9 n/a
Min Length / LL defl * 240
SPACING 2{-0
Plates lncrease 1.00
Lumber Increase 1.00
RepStress Incr NO
Code UBC-94
LOADING (PrO
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
LUMBER
TOP cHoRD 2 X 6 SPF 2100F 1.88
BOTCHORD 2X 6 SPF 21OOF 1.8E
WEBS 2 X 4 SPF 1650F 1.5E 'Excepf
14€ 2 X 4 SPF Stud, 1o'7 2 X 4 SPF Stud, 1'2 2 X 4 SPF Stud
Sheath€d or 1{-4 on center pudin spacing,
except end verticals.-
1-14:6-3{. t3-14:6-3"0, 12-13:e8{, 1 1-12:&3-O, 10-1 1:&€{' 9'10:S3O.
2Rowsat 1/3 Pts 7'9,1'3
PLATES GRIP
M20(209a) 149/110
M18(189a) 1271113
Weight 169 (lbs)
BRACING
)froP CHoRD
BOT CHORD
WEBS
8-92X4SPFStud
OIHERS 2X4SPFSt'rd'Except'
wl7 2 x 6 SPF 1650F 1.5E, Wl8 2 X 6 SPF 1650F 'l'5E
REACflONS (lbg/size) 1=2715n€d'9=2715/0'5-8
Max Hoz 1=-334(loadcase2)
Max Uplift l=€og(load case 2),9-309(load case 3)
FORCES
TOP CHORD 1-2=-495,2'3=0,3-4=-4804' 4'5=-9589, S=-9589, &7='480'l' 7€=0' 8-9='495 \
BOTCHORDg'lo=2591,10'11=2947,11'12=6663,12-13=6663'13'11=2547'1'14=2591 wEBs i-3=-3993, 3-14=isl, iig=srgl, + ts=-ssoq, q-'tz=4318, e.12=4318, &1 1=-3904, 7-1 1=3194. 7-10=194, 7'9=-3993
NOTES
1) Thls truss has be€n designed for the wind loads generated by 8O.O m.p.h. winds at 25.0 feet above ground level, using 5.0 p's'f' top chord
dead load and 5.0 p.s.t oottom chort oeao toao, ioo.o milesi?om hunicane oceanline, on a category I enclosed building, of dimensions
li.o Uy Zl.o *itn oposure C (lSCg Z-93). Lumbar Incr€ase = .|.33, Plate Increase = 1.33. Both end verticals are cxposed'
2) St ds !o be faslened with 1x4 M20 plates.
3) Ext€nsion(s) at joint(s) 3, 7 nntst b€ supportod.
.l) SIMpSON H2.S connectors reco.-"nOlO to *nnec{ truss to bearing walls due to uplift as follows: One connec-tor at joint(s) 1' 9'
LOAD CASE(SI
1) Lumber Increase=l.0o, Plate lncrease=1.00
Unibrm Loads (lbs Per ft)
Verl:Z-3=-220.O,u=-i']O.O,4-5=-220.0, 56=-220.0, &7=-220.0,74.-220.0, 9-10=-20.0, 10-11=-20'0, 11''12='20.0.12'13=-20.0'
1 3-14=-20.0, 1-1 4=-2O.O
Concsntrated Loads (lbs)
Vert5=-200.0
sEP 17 'te97
i zetsz i ,"
k,*#A WCRMne - Uerify dzsig,t parameters and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid for use only with MiTgk connectors. This design is based only upon parameters shown, and is lor an individual
building component to be installed and loaded vertically. Appli€bility of design parameters and proper incorporation ot
component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web
members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional
permanent bracing of the overall structure is the responsibility ol the building designer. For general guidance regarding
riabrication, quality mntrol, storage, delivory, erection, and bracing, consult OST-88 Quality Stsndard, DSB{g Bracing
Specilicalion, and HIB'91 Handling lnstalllng and Bracing Fecommendatlon available Irom Truss Plate Institute,583 D'
Onofrio Drive, Madison, Wl 53719
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sctssoR
Job
MONCRIEF
Moncrief Residence K357225
Industries,Sep 16 :48 1997 Page 1
Montrose
, ago ,- 1$6-O | 20-$o | 27-GO
I
&9-O &9-O &9-0 &9-{)
s.ooFz 5x8 tl
4
4x5'-
3
10
5x8 =
s.oollz
9
8x10 =
4x5 r
5
@ t
I o ,T I l(f,19 l,A 19 lui
1*1
1
3x5 lt
, eg-o | 13-6"0 I 20-3-0 | 27'e0
|
&9-O &9-O 5'9-0 6-9-0
ffi'G2-O],[3:G2-0'o.1-12|,[4:o-Go,G4.4]'[5:G2-O,O-1-12I'[6:}3-0,o-2-o],[8:G2-8,G1-12],[10:G2-8'G1-12]
DEFL (in) (loc) l/defl
Vert(LL) O.31 9 999
VertOL) 0.37 I 856
HozCf-L) 0.37 7 nta
Min Length / LL defl = 240
csl TC 0.97
BC 0.57
wB o.72
SPACING 2-0-o
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress Incr YES
Code UBC-94
LOADING (psf)
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
LUMBER
TOP CHORD 2 x 6 sPF 1650F 1.5E
BOT CHORD 2 x 6 sPF '.|650F 1.5E
WEBS 2X4SPFStud'ExcePt'
1-22X6SPF 1650F 1.5E,6-72X6SPF 16s0F 1'5E
1oi2 2X 4 SPF 1650F 1 .5E, 4'9 2 X 4 SPF 1650F I '5E
&i82X4 SPF 1650F 1.5E
PLATES GRIP
M20(20ga) 149t110
Weight: 145 (lbs)
BRACING
TOP CHoRD Sheathed ot 1-*7 on center purlin spacing'
excePt end verticals.
BOT CHORD Rigid ceiling directly applied, or 1-10:SlO, 9'10:G30' &9:630'
7-8:&$0 on center bracing.
WEBS 1 Row at midPl 10-3' 8-5
REACTIONS (lbs/size) 1=3185/GS8, 7=3185/0-5-8
Max Hoz 1=-338(load case2)
Max Uplift 1=-1g7(load case2), 7=-197(load case 3)
FORCES
iop cnon o rz= -31 20, 2-3=4046, 3-4=-5458, 4-5=-5458, s6=-4046, 67 ='3120
BOT CHORD 7€={, &9=4046, 9-10=4046, 1-10=0
WiSS 2-i0=3830, *1i=-227o,3-9=i331, 4-9=2714,19=1331, $8=-2270,6-8=3830 \
NOTES
1) This truss has been designed for the wind loads generated by 80.0 m+h-. winds-at 25.0 feet above ground level' using
5.o p.s.f. top chord dead toal and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline' on a
category I enctosed uuiroiiJ, oJ'iiti""5on" es.o uv z4.o with exposure c (AscE 7-93)' Lumber Increase = 1'33'
Plate lncrease = 1.33. Both end verticals are exPoseo'
2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: one connector at
joint(s) 1,7.
LOAD CASE(S) Standard
ft**,,.*,
$e/offiL
A Wnltllte - Vnifi des;p parameters and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid tor use only with MiTek connoctors. This design is based only upon parameters shown, and is tor an individual
building compongnt to be installed and loaded vertically. Applicability of design parameters and proper incorporation of
component is responsibility of building designer - not truss designer. Bracing shown is lor lateral support of individual web
members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional
permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
labrication, quality control, storage, delivery, erection, and bracing, consult OST-88 Quality Standard, DSB{g Braclng
Specitication, and HIB-91 Handling Installing and Braclng Recommandation available lrom Truss Plate lnstitute, 583 O' tl I
Onofrio Drive, Madison, Wl 53719
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DEFL (in) (loc) udefr
Vert(LL) 0.13 5 999
VertOL) 0.1s 5 999
HotzOL) 0.16 I rva
Min Length / LL def, = 240
SPACING 244
Plates Increase 1.00
Lumber Increase 1.00
Rep Stress lncr YES
Code UBC-94
LoADING (pst
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
LUMBER
TOPCHORD 2X6sPF 1650F 1.5E
BOTCHORD 2X6sPF 1650F 1.5E
WEBS 2X4SPFStud'Except'
H2X4SPF1650F1.5E
OTHERS 2X6SPF165OF1.5E
REACnONS (lbysiz€) 1=275to-ffi'8=227510-5.€
MaxHoz 1=-428(loadcas€2)
Max Uplifi 1='155{load case 2), 8=-146(load case 4)
PLATES GRIP
M20(209a) 149/110
weight: 122 (lbs)
BRACING
ToP CHORD sheathed or 3{'4 on center purlin spacing'
except end verlicals'.
BoT CHoRD 1 -l 2:6:+0, 1 1'1 2:6-3{, 1 0'1 1 :6-3'0, 9-1 0:&3{' 8-9:s}o'
WEBS 1 Ro^t at midpt 12'3
2 Rows at 1/3 Pts 6€
sEP 17 1e97
FORCES
TOP CHORD 1'2=-2258, 23='a17' 94='2423, 4'5='2423' 58='264'0' 6-7:0' 74'€76
BOT CHORD 8-9=2441, 9'1 0=244 1, 1 O-1 1 =2755, I 1 -1 2= 1 630' l -1 2=0
WEBS 2-12=1741,3-12=-zzig, g-1 r;12i, 4-1 1=1280, 5.1 1=-470, 5.10=321 ' $10=310' 6"9=85' 6€=-3348 \
NOTES
1) This truss has begn designed fior the wind loads generated by 8o.o m.p.h. wlnds at 25.0 feet above gound lev6l' using 5'0 p's'f' toP chord
dead load and 5.0 p.s.t oottom-Jrrori J""o ro"+ ioo.o .iles
-ftom
hunicane oceanline, on a category | endos€d building' of ditn€nsions
45.0 by 24.0 with exposure g (ASCE 7-93). Lumber tncrease.= 1.33, Plat6 Increase = 1 33' Both end verticals are exposed'
2) stMpsoN nz.s conneaors re[ift;,ili.;;;"t iruss to bearing walls due to uplii as follours: one connec'tor at joln(s) 1' 8'
LOAD CASE(S) Standad
K*,,,
A WAmne - Verifi desip parametas and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid for use only with MiTek connector. This design is based only upon parameters shown, and is for an individual
building compment to be installed and loaded vertielly. Applimbility ol design parameteB and proper incorporalion ol
component is responsibility of building designer - not truss designer. Bracing shown is for lateral support ot individual web
members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional
permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
fabrication, quality conlrol, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB-89 Bracing
Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Plaie Institute,583 D'
Onofrio Drive, Madison, Wl 53719
o Fa
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TOP CHOFID
@ 6 E 6 F = 6 s so :J e en 5 !' li - 8d
E lEEgl 3i f *fi $glFE
u+? ia qe3 qB* $ae ;e srE d3 ;+i g1 $
F a$ E3 $1
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Job
MONCRIEF
Truss
T4
Truss Typ€
sclssoR
oty
2
Plv
1 Moncrief Resljence
5.00F2
l"td
r
4x122
3
13
it 4x4=
2x4 u
5.00F2
1
10x10 =
4x12:
7
11
4x4 r 10
2x4 l
2x4 t
2
T
I
EI .5lr -ll
1?l
?91
II
l tt--
8 j\t 6 -'2A6.9
0-$7
ffi,o-1€l,[4:o.14,0-1{l'[6:o-14,o.1€l,F:o.2€,o.1€l,[9:0.3-15,04-2l
DEFL (in) (loc) Udefi
Vert(LL) 0.32 12 959
Vert(TL) 0.39 12 800
Hoz(TL) 0.44 I rVa
Min Lengilh / LL defr = 240
Plates Increase 1.00
Lumber Increas€ 1'00
Rep Stress Incr YES
LOADING (psf)
TCLL 100.0
TCDL 10.0
BCLL O.O
BCDL 10.0
LUMBER
TOP CHORD 2 X 6 SPF 1650F 1.5E
BOTCHORD 2X6SPF 1650F 1.5E
WEBS 2X4SPFStud'ExcePt'
1-3 2 X 4 SPF 21oOF 1.8E,12-52X4 SPF 1650F 1'5E
7-9 2X4 SPF 2100F 1'88
OTHERS 2X6SPF 1650F 1'5E
REACTIONS (bs/size) 1=3095/0-58,9=3095/0-$8
MaxHoz 1=€37(load case2)
Max Udin 1=-193(load case 2), 9=-193(load cas€ 3)
PLATES GRIP
M20(209a) 14sl110
Weight 166 (lbs)
BRACING
TOP CHORD Sheathed or 2-9-1 2 on center purlin spacing'
except end verticals..
BorcHoRD t-tl:d'go, 13-14:&3{, 12-13:&}0'11'12:6€{'10'11:6-3{'9'10:F3{'
WEBS 2 Ro\fls at 1/3 Pts 1'3, 7-9
sEP 17 199?
FORCES
TOPCHORDl'2=$76,2'3=4,34=444?,4'5='5154,ffi=-5154'6-7='4442'7{=0'8-9=€76
BOTCHORD 9-10=3742,'tO-rt=StqZ,f-tZ=4g24,1i-1g.4g24,1}14=3742,1'14=3742 ,.^_or ?o_ \
wEBs 1-3=-si33, 3-1/r=si +i'g=roag, +rs=-1g40, 4-12=326, 5.lz=3991,al2=326, sl 1=-1340, 7-1 1=1089, 7'10=85' 7-9=-s133
NOTES
1 ) This truss has been designed for the wind loads generated by 8o.o m.p.h. winds at25.o feet above ground level, using 5'0 p'3 f' top chord
dead load and s.o p.s.t uottom cnoo oeao toaa, ioo.o miles
'ftom
hunicane oceanline, on a category | enclosed building, of dimensions
;.0;n;J;ith;posure C (ASCE z-93). Lumber tncrease.= 1.33, Plate Incraase = 1'33. Both end verticals ar€ exPosod'
2) StMpSoN H2.5 connectors di""""o",ii"
""nnea
truss to bearing walls due to uplifi as bllows: One connector at ioint(s) 1, 9'
LOADCASE(SI Standard
.o i 2E2s2
$aili$$
A WSRMT'TE . Veif\ dos;g,' paTaments and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid for use only with MiTek connectors. This design is based only upon parameterq shown, and is tor an individual
building component to be installed and loaded vortically. Applicabilily ol design parameters and proper incorporation of
component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web
members only. Additional temporary bracing to insure siability during construction is the responsibility of the erector. Additional
permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding
Iabrication, quality control, storage, delivery, erection, and bracing, consult OST-88 Ouality Standard, DSB{g Bracing
Specificalion, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'
Onofrio Drive, Madison, Wl 53719
Ftr,
=-<6l or l(F go
z 0
o D
m z
=o z
{*'on
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= 9 H j
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s ag1 til +q eFd#
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tl
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KJNGPOST
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Moncrief Residence j(3'57224
Sep 16 1997 Page I
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Code UBC'94
LoADING (Psf)
TCLL 100.0
TCDL 10.o
BCLL O.O
BCDL 10.0
LUMBER
TOP CHORD 2 X 6 SPF 21OOF'I.8E
BOT CHORD 2 X 4 SPF 1650F 1.5E
WEBS 2X4SPFStud
REACTIONS (lbs/size) 1=1805/&S8,4=1585/0-$8
MaxHoz 1=-182(load case2)
Max Uplift 1 =-1 51 (load case 2), 4=-1 39(load case 4)
FORCES
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BRACING
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BOT CHORD Rigid ceiling directly applied' or 1G0G00 on center bracing'
sEP 17 1ee7
PLATES GRIP
M20(20sa) 149t11O
Weight 44 (lbs)
NOTES
il-fni, ttu". has been designed for the wind loads generated by 80.0 m.p-h- winds-at 25.0 feet above ground level, using ''
i.o p.".f. top chord o"aoioaJano sJ p.s.f bottori chord dead load, 100.0 miles from hurricane oceanline, on a
;;i"s.t I enctosed uriraiis, J'di.eniions as.o by 24.0 with exposure c (AscE 7-93). Lumber Increase = 1'33'
Plate Increase = 1.33. Both end verticals are exposeo'
Zl bif,,ipsOp ttz.5 connectors recommenaeo to connect truss to bearing walls due to uplift as follows: One connector at
joint(s) 1, 4.
LOAD CASE(S) Standard
9., f.q
fut.,W A Vlnlttlte - Verifi design parzmeters and READ NOTES ON THIS AND REWRSE SIDE BEFORE USE.
Design valid for use only with MiTek connectors This design is based only upon parameters shown' and is for an individual
building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of --tr component is responsibility of buitding designer - not truss designer. Bracing shown is tor lateral suppori ot individual web llll
members only. Additional temporary bracing to insure stability during construction is the responsibilily of the erector..Additional Ill
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Speciticatioh, ario HtB-91 Haniling tnstiiting ano Bracing Riommendation available from Truss Plate Institute,583 D' IlTck Induetrlcr, Inc.
'Onotrio Drive, Madison, wl 53719
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Sep 16 14
j(357229
Page 1
8x8 =
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SPACING 2-GO
Plates Increase 1.O0
Lumber lncrease 1.00
Rep Stress Incr YES
Code UBC-94
LOADING (Psf)
TCLL 100.0 TCDL 10.0 BCLL O,O BCDL 10.0
LUMBER
TOP CHORD 2 X 6 SPF 21OOF 1.8E
BOT CHORD 2 X 6 SPF 21OOF 1.8E
WEBS 2X4SPFStud*ExcePt'
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REACTfONS (lbs/size) 1=3375/G5-8,7=337510'$.8 ' Max Hoz 1=16(load case 3)
Max Uplift 1=-234(load case 4), 7=-234(load case 4)
BRACING
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BOT CHORD Rigid ceiling directly applied, or 1-10:&34, 910:&3-0' &9:S$0'
7-8:&3-0 on center bracing.
sEP 17 1e97
PLATES GRIP
M20(209a) 149t11o
M18(189a) 127t1't3
Weight: 1O9 (lbs)
FORCES
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BOT CHORD 7€=10134, 8-9=8956, 9-10=8956, 1-10=10134
wies 2-'lo=-717,T1o=803, $9=-1829,4-9=5023,5-9=-1829,5-8=803' *8=-717 \
NOTES
1) This truss has been designed for the wind loads generated by 80.0 m.p-h- winds-at 25.0 feet above ground level, using
'S:6;;l.1"tctrorA Aeaalaa and 5.o p.s.f bottom chord dead load, 10o.0 miles from hurricane oceanline, on a
category I enclosed UuifOiiJ, of Oim"n.ion. 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1'33,
PlatJ Intrease = 1.33. Both end verticals are exposed'
Zl ftris tiuss not designed for plaster ceiling. Span/deflection ratio less than 360.
3) S|MPSON H2.5 connectors recommendld to connect truss to bearing walls due to uplift as follows: One connector at
joint(s) 1,7.
LOAD CASE(S) Standard
willw A, W,SRNtlrC - Uerifi desig,t parametus and READ NOTES ON T-HIS AND REWRSE SIDE BEFORE USE.
Design valid for use only with MlTek mnnectors. This design is based only upon parameters shown, and is lor an individual
building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of
- -r-"component is responsibility ot building designer - not truss designer. Bracing shown is for lateral support ot individual web llfl
members only. Additional temporary bracing to insure stability during construction is the responsibility ot the erector Additional I
permanent bracing ot the overatl structure is the responsibility of the building designer. For general guidance regarding qtl
Iabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard' DSB{g Bracing --,- r'.u-
Specification, arid nte-si xaniting tnstailing and Bracing Reiommendation available from Tru6s Plate Institute,583 D' IlTck Indurlrlec, Inc.,
Onofrio Drive, Madison, wl 53719
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Engineering, Inc.
trJ{ '
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SOIL AND FOUNDATION INVf,STIGATION
FOR
PROPOSED RESIDENCE
LOT 4, BLOCK 7, BIGHORN SUBDTVISION FIFTH FILING
TOWN OF VAIL
EAGLE COUNTY. COLORADO
PROJECT NO. 975I
JULY 16,1997
tfftrel*iT f.$ljl J|JL 17
I fr']l:lr i rr i ,','\Y i'"'liiirr;
l-i i: r; )i it-: :
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'I
1997
*RE*ARED FoR: ifiV " l,ujltilirii, liH'i, [jtFT'
MR' DALE#'--"""# """" 677 - O I S g
P.O. BOX
LEADVILLE. CO 80461
-srji&=
7ni 29526 i.*5 7.8. ---- ..Iq,*S
P.O, Box 1452, Avon, Colorado 81620 . (970) 827-9088 Tel . (970) 827-9089 Far
TABLE OF'CONTENTS
E)GCUTIVE SI.II\4MARY
SCOPE OF STUDY
SITE DESCRIPTION
PROPOSED CONSTRUCTION
FIELD INVESTIGATION .
SUBSURFACE SOIL A}{D GROUNDWATER CONDITION
FOUNDATION RECOMMENDATIONS
SLAB CONSTRUCTION
RETAINING WALLS
UNDERDRAIN SYSTEM
SITE GRADING AND DRAINAGE
LAWNIRRIGATION......
LIMITATION ..
FIGURES
LOCATION SKETCH .DRAWINGNO. 1
SUBSURFACE E)GLORATION LOGS. . FIGURE NO'S I-2
SWELL/CONSOLIDATION. . FIGURE NO. 3
cRAIN-szE DISTRIBUTIoN ANALYSIS . . . . .FIGURE NO'i +-s
PERIMETER DRAIN . .FIGURE NO. 6
2
2
2
J
J
J
4
)
5
6
6
7
7
LKP Engineering,Inc.
EXECUTIVE SUMMARY
1. The proposed residence should be supported with
conventional type spread footings, designed for an
allowable soil bearing pressure of 2000 psf. They should
construct the footings on the undisturbed sandy Gravel.
See Foundation Recommendations.
2. Review of the Official Maps of the Town of Vail, does
not show the lot as Geologically Sensitive Area.
SCOPE OF STUDY
This report presents the results of a subsurface Soil and Foundation Investigation for a
proposed residence to be constructed on Lot 4, Block 7, Bighorn Subdivision Fifth Addition, in
the Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and foundation
investigation was to determine the engineering characteristics of the foundation soil and to
provide recommendations for the foundation design, grading, and drainage.
SITE DESCRIPTION
Lot 4 is at the southwest corner of the intersection of Meadow Drive with Meadow Lane,
in the Bighorn Subdivisiorq in East Vail, Eagle County, Colorado. The topography of the site is
relatively flat with a gentle slope to the north. Small stream runs along the east property line, by
Meadow Lane. Vegetation on the lot consisted of tall grass, wild flowers, shrubs, some wetland
LKP Engineering,Inc.
vegetation and one tall pine tree. At the time of our site visit, there was no standing water
anywhere on the lot. Drainage is to the northeast. The lot is vacant.
PROPOSED CONSTRUCTION
We understand that the proposed residence will consist of two stories, wood frame
construction, without a basement. We anticipate loads to be light, typical of residential
construction.
If the finalized plans differ significantly from the above understanding, they should noti$/
us to reevaluate the recommendations of this report.
FMLD INVESTIGATION
The field investigation conducted on July ll,1997, consisted of excavating, logging and
sampling two test pits. The test pits' locations are shown on Drawing No. 1. The excavation of
the test pits was done with a conventional, rubber tired, backhoe. We show the soil profile of the
test pits on the Subsurface Exploration Logs, Figure No's I and2. Soil samples for laboratory
soil analysis and observation were taken at selected intervals.
SUBSURFACE SOIL AND GROUNDWATER CONDITION
The soil profiles encountered in the two test pits were uniform. Topsoil, five to 5.5 feet
thick, was underlain by one foot of reddish-brown, soft, clayey sand. Below the clayey sand was
sandy to clayey-sandy Gravel with cobbles and boulders to the maximum depth explored of 10
feet. The clayey sand layer between the topsoil and the gravel was very moist. We did not observe
ground water at the time of the soil investigation in either test pit.
We sampled the soil in the test pits at random intervals. The soil samples were tested in
our laboratory for natural moisture content, natural dry density, swelVconsolidation and grain size
LKP Engineering,Inc.
distribution. The test results are shown on Figure No's 3 to 5.
Review of the Indexes to Geological Mapping,Eagle County, Colorado, prepared by
Charles S. Robinson and Associates, Inc., in 1975, shows that the underlying bedrock is of
Mnturn Formation.
Also, reviewed were the Official Maps for the Town of Vail. On these maps, Lot 4 is not
classified as Geologically Sensitive Area.
FOUNDATION RECOMMENDATIONS
The clayey Sand exhibited moderate to high, consolidation potential. Footings should be
constructed below this layeq on the undisturbed sandy Gravel. They should support the proposed
residence with conventional type spread footings, designed for a maximum allowable soil bearing
pressure of 2000 psf. We recommend minimum width of 16 inches for the continuous footings
and2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and
bottomto span anunsupported length ofat least 10 feet.
We recommend a minimum of 48 inches of backfill cover for frost protection of the
footing subsoils. The undersigned engineer should observe the foundation excavation to verifu
that the soil conditions are as anticipated in this report.
The foundation excavation should be free from excavation spoils, frost, organics and
standing water. We recommend proof-rolling of the foundation excavation. Soft spots detected
during the proof-rolling, should be removed by overexcavation. Any overexcavation within the
proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of
the mo<imum dry density and within 2 percent of the optimum moisture content as determined in
a laboratory from a Standard Proctor test (ASTM D-69S). Structural fill, placed under footings
should be tested by the engineer or her representatives on regular basis.
LKP Engineering,Inc.
SLAB CONSTRUCTION
The natural on-site soils, exclusive of topsoil, organics, are suitable to support lightly
loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be
proof compacted to detect and remove soft spots. They should backfill overexcavated soft spots
and other underslab fill with the on-site soil, free from topsoil and organics, or other suitable
material, compacted to a minimum of 95 percent of the maximum standard Proctor.density .
(ASTM D-698). Suitable material should be free from topsoil, organics and rock fragments
greater than 3 inches.
They should construct the concrete slab over a 4-inch layer of clean gravel consisting of -
3/4 inchgravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the
No.200 sieve.
They should reinforce the concrete slab-on-grade and score controljoints according to the
funerican Concrete Institute requirements and per the recommendations of the designer to reduce
damage due to shrinkage. The concrete slab should be separated from the foundation walls and
columns with expansion joints to allow for independent movement without causing damage.
RETAINING WALLS
They should design foundation walls retaining earth and retaining structures that are '
laterally supported to resist an equivalent fluid density of 60 pcf for an "at-rest" condition.
Laterally unrestrained structures, retaining the on-site earth, should be designed to resist an
equivalent fluid density of 40 pcf for the "active" case.
The above design recommendations assume drained backfill conditions and a horizontal
backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained
backfill should be incorporated in the design. They should try to prevent the buildup of
hydrostatic pressure behind the retaining wall.
LKP Engineering,Inc.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil, installation of a
foundation perimeter drain (see Figure No. 6) is recommended. The foundation perimeter drain
should consist of a 4-inch diameter, perforated pipe, sloped to a suitable gravity outlet, or to a
sump pump location, at a 1/4 inch per foot for flexible or at a l/8 of an inch for rigid pipe. The
drain pipe should be covered with a minimum of 6 inches of -3l4-inch free-draining granular
material. Geotextile (Mirafi l40N or equivalent) should be used to cover the free-draining gravel
to prevent siltation and clogging of the drain. The backfill above the drain should be granular
material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure.
SITE GRADING AND DRAINAGE
A site plan was not available for review at this time. The following recommendations are
general in nature.
Exterior backfill should be compacted at or near the optimum moisture content to at least
95% of the maximum standard Proctor density under pavement, sidewalk and patio areas and to
at least 90% of the maximum standard Proctor density under landscaped areas. They should use
mechanical methods of compaction. Do not puddle the foundation excavation.
The site surrounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and
three inches in the first l0 feet in paved areas. The top ofthe granular foundation backfill should
be covered with a minimum of I foot of relatively impervious fill to reduce the potential of
surface water infiltrating the foundation subsoils.
Surface water naturally draining toward the proposed building site should be diverted
around and away from it by means of drainage swales or other approved methods. The roof
drains and downspouts should extend and discharge beyond the limits of the backfill.
LKP Engineering,Inc.
LAWN IRRIGATION
It is not recommended to introduce excess water to the foundation soils by instalting
sprinkler systems next to the building. The installation of the sprinkler heads should insure that
the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs.
Lawn irrigation must be controlled.
LIMITATION
This report has been prepared according to locally accepted Professional Geotechnical
Engineering standards for similar methods of testing and soil conditions at this time. There is no
other waranty either expressed or implied.
The findings and recommendations of this report are based on field exploration, laboratory
testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.1
and on assumptions stated in the report. Soil conditions at other locations may vary, which may
not become evident until the foundation excavation is completed. If soil or water conditions seem
different from those described in this report we should be contacted immediately to reevaluate the
recommendations of this report.
This report has been prepared for the exclusive use of Mr. Dale Wibbenmeyer of J.D.
Builders, for the specific application to the proposed residence on Lot 4, Block 7, Bighorn
Subdivision Fifth Addition, in the Town of Vail, Eagle County, Colorado.
LKP Engineering, Inc.
LOT 2
LOT 3
NOTE: TEST PITS LOCATED BY PACING
LOT /9
BLOCK 5
crvIL/cEoTECHNtcAL
11 IT Inn Lnglneertnb, ^^^ v.
P.O. Box 1452 Avon. CO 81620
ter (970) 827-9088 fox (970) 827-9089
LOCATION SKETCH PRQJICT NO.:y/3t
OT 4, BLOCK 7, BIGHORN SUBDIWSION sTH ADDITIOA
TOWN OF VAIL
EAGLE COUNTY, COLORADO
PREPARED FOR:
A[R. DALE ITIBBENMEYER
SCALE:NI:+U
DA.E: 07-r 5-g7
DRAMNG Na: l
^'v TEST PIT NO. s-
DATEEXCAVATEU:Ju1y I 1, 1997
ELEVATION:
DEPTH
FEET
s
Y
M
B
o
L
n DESCRIPNON OF MATERIAL
AND SAMPLELOCATION
LABORATORY
TESTRESULTS
REMARKS
-5
-- l0
__ 15
(
{
Topsoil
R3$$trn-brown cIaYeY sancr,B8=
i?t
,g io!
Reddish-brown to brown c1a)
sandy Gravel w,/ cobbles
& boulders
-5y
-2OO=3.8%
MC=13.4%
\lo ground water
sncountered
d = Relatively undisturbed hand drive
I =Bulk sample
DD = Natural Dry Density
MC = Natural Moisture Content
-200 = Percent passing No. 200 sieve
LL = Liquid Limit
PI = Plasticity Index
T,T<P N,N( TNE',F',RTN(?. IN'STIRSTIRE'A (-f,', F',XPT,OR ATION T,OG
PRoJEcrNo.975l
RGURENO. T
pare;cever-,o'rlr, rssT TEsr Prr No' 'O
ELEVATION:
DEPTH
FEET
s
Y
M
B
o
L
\,1 DESCRIPTION OF N4ATERTAL
AI{D SAMPLELOCATION
LABORATORY
TESTRESULTS
REN4ARKS
-5
-- l0
-15
-20
D
Topsoil
No ground rrsater
encountered
Reddish-brown claYeY sand,DD=Y I
MC=23 .LFt""
6:
${
;?:
;9.('O'o
Reddistr-brown sandY gravel
,rt/ cobbles ''subround to
subangular, moist -20O=2.O%
MC=13.3%
Bott,om of Test Pit
Z = Relatively undisturbed hand drive
t : Bulk samPle
DD = Natural Dry Density
MC = Natural Moisture Content
-200 = Percent passing No. 200 sieve
LL = Liquid Limit
PI = Plasticity Index
LKP ENGINEERING,INC.STTBSURFACE EXPLORATION LOG
PRoJEcrNo.g751
FTGURENo. 2
LKP EngineerinS' I1,Project No.
FigureNo.
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IKP ETGINEERITG" INC.GRATN SIre DISfrRIBUTION
Figure No. 5
SLOPE AWAY FROM BU/LD/NG
COVER BACKFILL WTH
FOOT OF RELAT/VELY
/MP'RWOUS SO/L
GRANULAR F/LL
F/LTER FABRIC
(M/RAF/ /4oN oR
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,<<
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coARSE GRAVEL, J/4 lNCH DIAM.
WTH LESS THAN 5% F/NES
/MP'RWOUS MOlSTURE
BARR\ER GLUED TO THE
FOUNDANON WALL
4-/NCH DIAMETER PERFORATfD
P/PE SLOPED TO A
'U/TABLE
OUTLET
AT //4".PER FOO. FOR FLEX/BLE AND
AT I/8,, PER FOOT FOR RIG|D PIPE
GRAVEL TH/CKNESS SHOULD BE
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crvIL/cEoTEcHNICAL
Engineering, Inc.
P.O. Fox 1452 Avon. CO 81620
tet (970) 827-9088 fox (970) 827-9089
PERIMETER DRAIN PROJECT NO.:
9 /31
LOT 4, BLOCK 7, qGHARN SUBDIVISION FIFTH FILING
TOWN OF VAIL
EAGLE COUNTY. COLORADO
PREPARED FOR:
MR. DALE WIBBENMEYER
scALE: N fS
DATE: 07-/6-g7.
FIGURE NO.: 6
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!*Contac C Eagle Corrnl Ey Ass /, vvrtl(rL L Ldtirs vv\rrrLJ t\55c55uL qttr L Icc !,fic#;{y)i4} t>)1's2) !,
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AqT-otsg """"or|,rt."VATL CONSTRUCTIO
APPLICATION FORM
PER}IIT /I
DATE | _AlSljP '
t APPLICITTION MUST BE FILLIjD ouT coMpLETELy OR IT MAy NoT BE ACCEPTED
x***:t******rr****************** PERMIT TNFORMATTON *****************************rl
PARe E-ffi'!
I
Address z 6d \ 4tr41 LA;
Electrical Contractor:
Address:
Plumbing Contractor:
Address:
Mechanical Contractor:
Address:ce
*************** ***** ***rr ********
BUTLDING PERM
PLUMBING PERM
MECHANTCAL PE
ELECTRTCAL FE
OTHER TYPE OII
DRB FEE:
Town of VaiI Req. No.
Phone Number z 4-'a-zt4=tgo0
Town of Vail Reg. NO.--
Phone Number: _
Town of VaiI Reg. NO.-_-Phone Number:
[ ]-Building .l 1-Plumbing t l-Electrical IC]Mectrani-cal [ ]-other,1__,
Job Name, %r-;/. ''' '*.- Job Acldress: ZZre-, Fi ,W * ,/:, -U rl - -,J.Lesal o.r"y'pi,i:lr "Vt{nroct-f rflins{4 sutdr
6iht,Address:
I4//vLEl4(4,
e + iVs zz{
General Descript,ion:s"+.
Owners Name:
Architect:
'fc
Work Class: yy,rf-New [ ]-Alteration t l-Additional [ ]-Repair [ ]-other
Number of Dwelling Units: I Number of Accommodation Units:
BUILDING: $EI,ECTRTCAL: $OTIIER: $
MEcHANrcar, t $ZT.-od[o -TOTAL: S
CONTRACTOR INFORMATION * * * * * tr * )t * * :t * * * * * * * * * tr * r( * * * *
Nunber and 'rvpe of Fireplaces: Gas Appliances__ Gas Logs I wood/trdhx I ar"'{ . . "H f ffi.t *L*tR *F* fl rt"&9 * . #.,.\k #n
^q
l atg F-9 i ; .€ r.r. it*# * * * * * * * * * * * * *\
lu,<a:lqFru\ttt' Town of VaiI Reg.. No.tlE -h vf J= S -r,-Lte phone l.tumber z 445- ffi*
rt*.' 6'"9[o uru,r * * *,r ... ;8/.q,; (FR. ;* * * * *,t,r * *
BUTLDING PI,AN CHECK FBE:
PLUMBING PLAN cHEcK FEEI MECHANICAL PLAN CHECK FI]E:
,RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
)
icLEAN UP DEPOSTT REFUND TO:
TRADTt.NAL 14800 *rooo",ttNG FtRE'LA.E
heotilotol'
1la(a*namh(hrPhrr
SIDEWALLS/SURROUNDS
Adjacent combustible side walls must be located a
minimum ol24" lrom the fireplace opening. See
Figure 7. ll you are using a decorative surround con-
structed of combustible material, it must be located
within the shaded area defined in Figure 7. Short
stub walls are also acceptable if they are contained
within the shaded area.
48" -
55%"
FLUSH FRONT
\ 23%
50" L
Figure 7
Sidewalls/Surrounds
MANTEL
A combustible mantel may be positioned no lower
than 12" above the top of the firebox opening. The
combustible mantel may have a maximum depth ol
'12". Combustible trim materials, proiecting no more
than 1 'll2" from the face of the fireplace, can be
placed no closer than 6" from the top and side of the
firebox opening. (See the shaded areas on each side
of the firebox, as defined in Figure 7,) Combustible
trim musl not cover the black metal surfaces of the
fireplace. This mantel clearance is in accordance with
Section 7-3.3.3 ol ANSI/NFPA211.
CHIMNEY REQUIREMENTS
When planning your fireplace location, the chimney construction and necessary clearances must be considered.
The fireplace system and chimney components have been tested to provide the following flexibility in construc-
tion.The following figures are the minimum distances from the base ol the unit.
Minimum overall straight height
Minimum height with OffseVReturn
Maximum height
Maximum chimney length between an OflseUReturn
Maximum distance between Chimney Stabilizers
Double OffseVReturn minimum height
Maximum unsupported chimney length between OffseVReturn
Maximum straight unsupported chimney height above firebox
18.0 ft.
18.5 ft.
90 fr.
8ft.
35 ft.
24ft.
6 ft.
25rt.
fff
7-97 11 2M82C
TRADITIONAL T48OO WOODBURNING FIREPLACE heqtifotor"
77artiutna;ahfuk*
Ir C}IIMNEY HEIGHT REQUIREMENTS (Above the roof line)
llli.J.l:lolq,codes.specify a minimum chimney netgnt above the roof top. These specifications are summarized in what is known as the ,Ten Foot Rule,,.This rule slates:
lf the horizontal distance from the side of the chimney to the peak of the roof is 1 0 feet or tess, tfie-t<.,-i'of rf ro chlmney must be at least 2 feet above tfre peai of me roof, but never less than 3 feet in overall n"ighi'"Oou"the highest point where it passes through tnJ ioof.See Figure 9.
chimney must be at least 2 feet above this reference point, but never less than 3 feet in height aOive the highest point where it passes throughihe ;;;f.
These chimney heights are necessary in the interest or sarely and do not ensure smoke_free operation.
Ij::.t?!10'"9s, steepty pitched roofs, "d;,ins r'oor lnes, adverse wind conditions, etc., may create a need for a taller chimney shoufd smot ing occur.
DETERMINING THE NUMBER OF CHIMNEY
SECTIONS REOUIRED
To determine the chimney components needed ro complete your particular installation, follow the below steps:
1. Determine the total vertical height of the fireplace installation. This dimension is iteasured trom tne base of the firebox assembly to tne point where the smoke exits the terminal cap.
2. -S^lbI*!the height of the tirebox assembty
(80 7/8") from the overall height of the fireilace
installation.
3. Reference lhe chart below to determine what
components must be selected to complete the fireplace installation.
4. Determine the number of firestop spacers, stabi_lizers, roof flashing, etc. required to conrpteie tne fireplace installation.
Figure 9
Chimney Height
lf the horizontal distance from the side of the chim_ney lo the peak of the roof is more than 10 feet, a chimney height reference point is established on ffre surface of the roof a distance of 10 feet from the side ol the chimney in a horizontal plane. fne top-oitne ilr
I tFio
F--FEEr oR I LEss
THEN
l
BUT
----T---
NEVER LESS
7-97
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A m t/r'rlll0mm
6 {?,[0crm
Zoro clearance lll measuremenlg
for H[25, 11E32 & HEB32 nodcls:
37 Yf W r 3f % "H t 19'/,"0 Front
27li'W t 3{ % "H r 19 %"0 BrcI
@@'ffiffi
h tre inbrosl of consta{ ptoddinpuamrs.w
nsrvc lte dght h c,hrnCe speclllcallons wlthou
mdc!" Brlor. lhsb|htons, plorsr cad Insldhlior
lnstvcloos rnd ohcck rll local Bulldlng Codcs rn
66 pg$1tians. CDll Patwffi | 281705, 1 28{
168.1291167,I z95 809. U.S. Palonb:4 838
2{0,4 838 241.1 909 227.| | i'["1&^, I c ar'/rrhm lq
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All flOplaceo enown tn Oris brochUre were fueled by propane gas when photographed-
MINIMUM FIREPLACE OPENINGS
n t (a-/
-A'ffiil l-- c
33InlM A 26s'ra0otrn I 3t rrlretOmd c 25 rr.'r6ai|M F t5'rtalm
ALrE[a I ee'r'r743frn B /Brff ,llostn D lrr.sanm G lerrt,a9ltDn
E tlrrd/J.r6.n x l?t1dla1ftfi
l-ry o
O ?!0/{'/7t0nm O 2l'lscamr alf tnlM o lrl.9zDm H 201/fr0zodn
A 3trltlnn E rjgi'/E9r0m I t3/a'r0lm I 'x'rillonn , trti$r4osnn J lf/.t?m
rffi
s zt'ttffi D |rEr/totiln tl 22gf ,0rlnn
a 4yrtft?mn E |trl.'r.rl|r.o I lf,r{3tnm
c af'/rrrnm F 61f| | l.o'fim J zrltttsghtJi
G 2l'l3l0nn l( 2ttrf rtl{trn
30"Wx21"Hx16"D
702 mm x 533 mm x 4o6 mm
25" W x '17 314" H x 13 3/4" D
0il5 mm x 451 mm x 349 mm
28'Wx2l'Hx16"D
711 mm x 533 mm x 406 rnm
28314"W x?l 114- H x 16" D
730 mm x 540 mm x 406 mm
aBU4"Wx223/4"Hx18"D
717 mm x 578 mm x rL57 mrn
MATTSTIL.gtrifeplacas
i[tnfrsnc ztl(rt crsccrflIv
n lll
MAITSTIC zn00J0l3C(|iffff
YOUR II'/UES"G DEALER
475 Admhal Blvd.
Ulis6lgsawe,
_Ont _LST
2N1
1000 East itarket stroet,
Hr;ntinglon, Indiana 46750
FRISC0 FIREPL;\CE & STOVE SllOP
743 rtN iurlt Dntvt
P.0. BoX r330
TRADITIONAL T48OO FIREPLACE
o
WOODBURNING
heotilqtor
TTafutnamaWM
FRAMING THE FIREPLACE
The T4800lireplace willfit a lramed opening ol567A"
wide x 491d" tali. The finished cavity depth must be no
less than 30%" .
Figure 4 shows a typical framing (using 2 x 4.lumber)
otihe tireptace, asluming combustible materials are
u""0. ntt't"quired clearances to combustibles around
the fireplace must be adhered to' Any framing across
the top'of the fireplace must be above the level of the
A'l 112 " air clearance must be maintained at
the back and sides of the firebox assembly'
Chimney Sections at any level require a two
inch minimum air space clearance between
the framing and chimneY section'
top standoffs.
Framing the FirePlace
Combustible Materlal. Material made of or surfaced
with wood, compressed paper, plant fibers, plastics' or
any materiat capable of igniting and burning, whether
llame proofed or not, plastered or unplastered'
Non-combustible Material. Material which will not
ionite and burn. Such materials are those consisting
Jntirety of steel, iron, brick, tile, concrete, slate, glass
or plasters, or combination thereol'
Non-combustible Sealant Material' Sealants that
will not ignite and burn; General Electric RTV103
(Black), or equivalent. Rutland, lnc' Fireplace Mortar
#63, or equivalent.
After completing the lraming and applying the facing
material (dry wall) over the framing' a non'com-
bustible sealant, one-half inch wide maximum, must
be used to close off any gaps at the top and sides
between the fireplace and facing toprevent cold air
leaks
Only non-combustible materials may be used to cover
the black metal firePlace front.
tff
2" MIN. AIR SPACE
CLEARANCETO
ENCLOSURE
NOTE: FIREPLACE
HEADER CANNOT BE
POSITIONED UNTIL
AFTER THE FIREBOX
ASSEMBLY IS IN PLACE.
49'l," HEADER HEIGHT. USE
ONLY NON-COMBUSTIBLE
MATERIAL BELOW TOP OF
THE TOP STANDOFFS.
49'lzu
Figure 4
WARNING
DO NOT APPLY COMBUSTIBLE FINISHING MATERIALS OVER ANY PART OF THE BLACK
FACE OF THIS FIREPLACE OR A STRUCTURE FIRE MAY RESULT' THE BLACK METAL FIRE'
PLACE FRONT MAY ONLY BE COVERED WITH NON'COMBUSTIBLE MATERIALS SUCH AS
T|LE,BR|CKoRsToNE.DoNoTcovERoRBLocKANYcooL|NGA|RSLoTs.
7-97
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TNSTALT-nrlCrrr AND opERATroN QurDE FoR
HARGROVE GAS LOGS
NATURAL GAS
NOTE !
ADEOUATE FIREPLACE VENTILATION IS REOUIRED FOR SAFETY
GAS LOGS MUST BE INSTALLED BY PERSONNEL OUALIFIED FOR INSTALLING
GAS APPLIANCES.
READ INSTRUCTIONS FULLY BEFORE INSTALLING OR OPERATING.
INSTALLER LEAVE THESE INSTRUCTIONS WITH CONSUMER!
Hargrove Manufacturing Corporation uses refractory material to create ceramic logs. Each log is hand
finished to assure the most realistic, detailed log available. The gas log burner system is designed to
burn like wood - with a yellow smoky flame. For this reason the gas log set must be burned only in
a fully vented, non-combustible fireplace with the damper completely open and the chimney free of any
obstructions or restrictions. The fireplace must be designed and approved to burn wood. The minimum
permanent, free opening provided by the fireplace chimney must be 8" in diameter (50 square inches).
The realistic yellow flame produces carbon monoxide and soot. Under normal conditions these products
are exhausted up the chimney. lf fumes or soot from the gas burning are evidenced in the room when
the damper is fully open, it indicates that the fireplace draft is defective. Do not operate your gas log
set until the fireplace draft is corrected.
ADEAUATE VENTILATION IS REOUIRED.
THE SIZE CHART BELOW IND]CATES THE
MINIMUM SIZE FIREPLACE OPENINGS IN
WHICH DIFFERENT SIZE GAS LOG SETS
CAN BE INSTALLED.
.:.FtREPLACE SIZES
FLAMMABLE VAPORS MAY BE
DRAWN BY AIR CURRENTS FROM
OTHER AREAS OF YOUR HOUSE
TO THIS APPLIANCE.
GAS LOG
SET SIZE
DEPTH FRONT
WIDTH
16
18
24
13"
13"
14"
14"
15"
fr4TIED\(@
\E'ffi@lD
20"
22"
29"
34"
40"
I:IPM4IINSTRUCflNGHAR | -4 I OF 4 l, O/l O/95)/ 0o, oeo 7T(t ts
a cENERAL rNFoRMArroN
DO NOT USE A NATURAL GAS SET FOR PROPANE OR A PROPANE SET FOR NATURAL GAS.
WHEN USING PROPANE (LPG) GAS AN AUTOMATIC PILOT SYSTEM MUST BE INSTALLED.
1 . There are many different local codes for gas fire logs. The installation of this set must conform
with local codes or, in the absence of local codes, with the National Fuel Gas Code ANSI 2223.1
1 984.
2. This log set is designed for use with Natural Gas.
3. When glass fireplace doors are used always operate gas log set with the doors fully open to allow
for proper combustion air.
4. A tire screen must be in place when the log set is in use.
5. The appliance and its individual shut off valve must be disconnected from the gas supply piping
system at test pressures in excess of 1 12 psig. The appliance must be isolated f rom the gas supply
piping system by closing its individual manual shut off valve during any pressure testing of gas
supply system at test pressures equal to or less than 1/2 psig.
6. Minimum inlet supply pressure for Natural Gas is 7" water column. Maximum inlet supply
pressure for Natural Gas is 1O 112" water column.
7. After burning, the logs become fragile and should not be handled. Knocking or rubbing logs can
cause concrete to crumble and is not covered under the warranty.
,8. Use a soft, dry paintbrush for periodic dusting of the gas fire logs. Special care must be taken
to clean the Birch logs. Rubbing will remove soot but will also remove the white pigments.
9. Do not hurn wood with this set.
ruOtE: cRS LoGS"Musr BE INsTALLED By pERSoNNEL ouALrFrED To rNsTAr-L GAS'ApP[iANcES.
Number bv Set
l.Pedestal Grate
2.Ember Burner
3.Silica Sand
4.Fie Embers
5.Safety Pilot Control (optional)
6.Aluminum Connector
7.Fire Logs
S.Damper Stop (optional)
9.Volcanic Cinders
16"-21" Sets 24" Sets 28"-3O" Sets
PG-16 PG-20 PG-25
EB-14 EB-18 EB-22
SD-1 SD-1 SD-1
EM- 1 EM- 1 EM- 1
SPC SPC SPC
AC-18 AC-18 AC-18 * Number of logs determined by set size
DS DS DS vc-1 vc-1 vc-1
INSTALLINGYOUR H A R G R O V E GASLOGS
Remove all the parts from the shipping container. Your set includes the following parts...
^m(rr-=6M
l:\PM4\INSTRUCT\NGHARl-4 2 oF 4 Fl24l93l
-6 \do
DAMPER.STOP @
Attach the damper stop clamp to the fireplace damper
blade. Position the clamp to prevent full closure of the
fireplace damper blade.
(See Figure 1)
lf the damper stop provided does not fit, the installer
shall install a permanent damper stop that will keep
the damper open a minimum of 3".
'.;..i...ii:..i.'.''''.l.'.'..i-iauftoN*''
rrrE onnnieR..nnuST BE FULLY OPEN WHEN
oPERAT|NG THE GAS LOGS ! ,' , ,:i
FTGURB I
EMBER BURNER POSITIONING
1. Turn gas off .
2. Remove old log lighter, ashes, and other mate-
rial from the firebox.
3. Center the ember burner on the fireplace floor
with the burner pipe completely visible from the front.
For best results tlre ember burner should be directly
under the flue opening with a minimum of 4" from the
front edge of the ember burner to the fireplace
opening.
4. Place the grate over the ember burner so front
legs of grate are just in front of ember burner pipe.
Once the final positioning is established, mark the
burner and grate position on the floor of the fireplace
for reference points. Remove the grate and proceed
with the gas connection.
(See Figure 2.)Figure 2
GAS CONNECTION
1 . The gas supply line should be 112" Inside Diameter (lO1 ut to 30 feet and 314" for longer distances,
2. Tighten the black pipe cap on the end of the burner pan pipe.
3. Use the aluminum connector to connect gas supply to the ember burner. When bending aluminum
tubing use proper bending procedures to avoid kinking the tube. (lf a safety pilot control is used follow
instructions included for connecting gas to the pilot control.
4. Check all connections for leaks using a soapy water solution.
5. Damper must remain fully open during operation. Place a lighted match next to the burner pipe. Do
not hold the match in your hand while lighting the gas. Turn the gas supply on slowlv untilthe gas ignites.
Check the flame for even distribution, flame height and pressure. After checking the flame turn off the
fire. (To turn off the fire turn the gas valve off.) Do not close the damper until all the flames have died.
Keep the glass doors fully open during all burning.
l:\PM4\INSTRUCT\NGHARl-4 3 OF 4 l5l24l93l
1 . Fill the burner pan with silica sand. sand levelshould
be sloped evenly with the sides of ember burner. Place
2/3 of the Part A Embers on top of the sand. Burner should
be completely full and level.
2. Light the gas and observe flame for even distribution.
3. Part B Embers (rockwool) are placed over the sand to
simulate glowing embers. For best results pinch off pieces
of the Part g material the size of a dime and feather it out.
Place as much as desired over the area the gas comes
through.
(See Figure 3.)
GRATE PLACEMENT
Place the grate over the ember burner using the reference
marks made on fireplace floor earlier.
LOG PLACEMENT
1 . The longest log is the front log' lt should be placed on
the front of the grate with the flat, unfinished side facing the
back. lt is essentialfor this log to be positioned with the flat,
unfinished side being straight up and down.
(lf the logs are laid flat on the grate the safety pilot control
parts will over heat and shut the system off.)
2. The second longest log is the back log. lt is positioned
on the back pedestal of the grate with the flat side down.
3. The remaining logs are top logs. These logs are
placed diagonally atross the bottom logs and can be
brranged to create the most realistic flame patterns.
(See Figure 4.)Figure 4
VOLCANIC CINDERS
1 . The black volcanic cinders are used to cover the fireplace floor, fittings and tubing around the burner
system. Atinougn not functional, the black cinders act as a picture frame to show off the glowing embers
and yellow flame.
2. The remaining 1 /3 part A Embers can now be spread over the volcanic cinders to look like additional
fallen ash under the logs.
Silica Sand
Figure
HARGROVE MANUFACTURING CORPORATION
I:\PM4\INSTRUCT\NGHARl -4 4 oF 4 Fl24l93l
-|*Coritact Eagle County AssessorsVffice
\f "t 970-328-8640,f.sr P-arce! /1. TowN oF vArL coNsrRucrroN
feencrr lt : 2l Ol I 3 I O 4Oo 4 pERMrr AppLrcATr_oN F9RM I DArE , 7_ I-9.'7_
PERI'IIT #
APPLICATTON MUST BE FILLED OUT COMPTETELY OR IT MAY I . ArrrlrsAl-rt,nt arubl ttlJ .I''LLIJ.E;L, OU'I COMPLETEIJY OR IT MAY NOT BE ACCEPTED
!****************************** pERMrr TNF9RMATT9N *****************************
7f [!-auirding [ ]-Prurnbing tXl-Erectricar [ ]-Mechanibat [ ]-other
rob Name, Job Address: 4?tL lA^dont Lonr.
Legal Description: Lot 4 Block 7 Firinq sTrRnrvrsrn*, F
Pht i;p R.44";;E3 Specl"/ G*1t*owners Narne , ili ilr' nn.",r:irl'B,{""J/,'##;:= , Zso /^"ilt, p-xl, F/rrhrft
I t- , - l' , ^ -lsZ4
P}:..4lnl -3 o33
Architect: StEyenr Jnrr,es RoernJ Address,pn. l-lsq-+tz r
General Description:'o^i i,
Work Class: txl-New [ ]-Alteration t l-Additional [ ]-Repair [ ]-other
Number of Dwelling Units: I Number of Accommodation Units z ?
durr,oruc: $ 4
Contractor:
Address:4
Electrical Contractor:
Address:
Plunbing
Address:
ELECTRICAL: $ /{2. OOq
MECHANICAL: $-OTHER: $
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
oFFICE USE *******************************
BUTLDING PI,AN CHECK FEE:
PLUMBING PI,AN CHECK fEE:
MECHANICAL PI,AN CHECK FEE:
RECREATION
CLEAN-UP
TOTAL
Contractor:
CONTRACTOR INFORITIATfON ***************************
317-otggTgwn of Vail Reg. No. tOt-A l-bl fhone Numberz z t q-4F,G- z/.$l
EqT -DI#?-^ ar va i .r Daa un l46e town of Vail Reg. ltg.*fi€
Phone Number z ?l n - 4ig:W
Town of Vail Reg. NO._
Mechanical Contractor :
Address:
******************************** FOR
BUTLDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
BUTLDTNG:
STGNATURE:
ZONING:
SIGNATURE:
CLEAN IIP DEPOSII REFT'}ID J O F.n;[der= T"L-
'lli
75 soulh lronlage road
vait, colorado 81657
(3031 479-21.38 or 479-2L39
TO:
FROM:
DATE:
SUBJECT:
offlce of communlty development
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL
TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 16, L988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn summary, ordinance No. 6 states that it is unlawfuL for any person to litter, track or denosit any soir, ,"":.r-sana, debris or material, including trash durnpster-s, portabre toirets and workmen vehicles. ypon. any streetl siaewait<, ariey oi puulic p1?9" or any portion theieof. The iight-"i-;t-lr,-.rr Town of Vail streets ind roads is approximateiy s ft. off pavement.This ordinance wirr be striltrv ""i"r"'"a by the Town of VaiI Pubric works Department. pers6ni i;GJ vi6ra[ing-iir-i= ordinance yill be given a 24 hour written ""ii""-t" remove said rnateriaL.rn the event the person so notified does not comply with the notice within the 24 hour tirne -l""iii"a, the pubric works Department will remove said rnateiial_ at the expense of person notified- The provisions of this "iai"ur,"e sharl not be appricable to construction, maintetu.,"" or repair projects of any street or arley or any utirities in the rigtri-i-r.y.
To review ordinance No. 6 in fulr, prease stop by the Town of Vail Building Department to obtain 'a
""pv. Thank you for your cooperatj-on on this matter.
acknowledged
onlRela (i. e. contractor, owner)
75 south trontage road
Yail, colorado 81657
(303) 479-2138 or 479-2L39 offlce ol communlty development
BUILDING PERtiIT ISSUANCE TIME FMME
If this permi.t requires a Town of vail Fire Department Approval,Engineer''s. (.Pgb,lic |,Jorks) reyiew and upprouui,'a ptJnnini-o.pirtment
review or Health Department review, and'a review bv il,e drii[;;g Department, the estimated time for a total "evier,-ilut tl;';;'i';ng as three weeks,.
lll commerc_'ia1 ('large or small ) and a'll multi-family permits will have to follow the above mentioned maximum r.qriremLnts. nesioential
:19..:Tll._p"9iugtr shourd take a iesser amount of time.' Hou,.v.., if res'rdenti'a'l or smaller projects impact the various above meniioneo departments with regard to necessary review, these projects may also take the three week period.
Every.attempt wil'l be made by this departnent to expedite this permi't as s.oon as possible.
I, the undersigned, understand the plan check procedure and time frame.
,{rk/
F'r#mei/( /?"
F,.,. ou? !n.5,-*,or3*, ,* .ou
Communi ty Development Department.
TO:
FROM:
DATE:
FE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1gg4
WHEN A "PUBLIC WAY PERMIT' IS REOUIRED
Job Name:
Please answer the following questionnaire regarding the need for a 'Public Way Permit":
NO YES
fs this a new residence?
ls demolition work being perlormed
that requires the use of the right
of way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls different access needed lo site
other than existing driveway?
ls any drainage work being done
affecting the right of way, easements,
or public property?
7't ls a "Revocable Right Of Way Permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing pfan required by Community
Development?
lf you answered yes to any of these questions, a "Public Way Permit" must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's otfice or at
Community Development. lf you have any questions please call Charlie Davis, the Town
of Vail Construclion Inspector, at 479-215f-
I have read and answered afl the above
'^ ! R*,^,t,
1)
2)X
X
x
3)
4)
s)
6)
X
X
Job Name Contractols
1-/-q2
rJ?"hlein consulti nf,engineers
Consulting Geotechnical Engineers
@ 0/tu"/
As requested, a representative from our office inspected the foundation materials exposed in the completed
excavation at the subject site on July l, 1997. The purpose of our inspection was to verifu that the exposed
materials would safely support a spread footing foundation system for the proposed addition.
The depth of the excavation varied between 2.5to7.0 feet. The materials exposed ir the excavation consisted of a
dry to moist, medium dense to dense, gravelly, silt and sand with some cobbles. The loose soils within the
excavation were compacted in accordance with our recommendations. In our opinion, the exposed soils in the
excavation will safely support a spread footing foundation system designed for a maximum allowable soil bearing
pressure of 2,000 psf. Our opinion is based on the exposed foundation soils remaining unsaturated. In addition, we
recornmend that a foundation drain be installed in areas of the addition that are below grade. The foundation drain
should be constructed as shown in the attached figure.
We appreciate the opportunity to provide this service. If we can be of further service, please contact us.
Sincerely,
KOECHLEIN CONSULTING ENGINEERS
President
SBIvI/jt
(l copies sent)
enclosure
cc: I copy - Town of Vail, I copy - Don Gipe,
12364 W. Alameda Pkwy .
MAIN OFFICE
(303) e89-1223
(303) e8e-0204 FAX
Suite 135 .
AVON
(970) 949-6009
(970) s4s-e223 FAX
Lakewood, CO 80228
SILVERTHORNE
(970) 468-6933
(970) 468-6e3e FAX
JuIy 7,1997
Andrea de Bruin
.50 Wildlood Lane
Boulder, CO 80304
Subject: Excavation Inspection
Proposed Addition
5 197 Gore Circle
Vail, Colorado
Job No. 97- 188
Nl.ef$,fi,#
I copy - SCS Building Group
J ,d- I
t,I
BELOW GRADE WALL
MANUFACTURED DRAIN
MIRADRAIN OOOO OR EQUIVALENT
EETING
12' MlN.
NOTES:
1. DRAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTING AT THE HIGHEST.POINT
AND SLOPE DOWNWARD TO'A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER
CAN BE REMOVED BY PUMPING.
2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH
DROP PER FOOT OF DRAIN.
3. GRAVEL SPECIFICATIONS: WASHED 1 1/2 INCH TO NO.4 GRAVEL WITH LESS THAN
3$ PASSING THE NO. 2OO SIEVE.
CLAYEY BACKFILL
r
---
1-
[-----------------:- = ==J- 5-=\--[-4
)\ GoMPACTED BACKFTLL (SEE a \ REPORT FOR BACKFILL 4 \ necouuENDATtoNS) ^ ,
,
,
,
)
,
,
,
J
,
MIRAFI 14ON OR
EQUIVALENT
GRAVEL
72'ffi
PLASTIC SH
PERFORATED PIPE
TYPICAL WALL DRAIN DETAIL
o
TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81557
97 0-47 9-2 1 3 I
Job Address...:Location...... I Parcel No.....:
Project, Number:
4788 MEADOW DR
4788 MEADOW LANE
2101-131-04-004
PRJg7-0119
ISSUED
rL/26/Wa?
Lr/28 /ree7
os /27 /reeg
DEPARTMENT OF COMMUNITY DEVELOPMENIT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
Permit MECHANICAL PERMIT
AT ALL TIMES
M97-0245 #:
Status. . .
Applied..
Issued...
Expires..
************{i**ffit ***S********rr*************trt****t**** FEE SUf{tilARy l,lechanicat---) 3O0.OO Restuarant plan Review__)
APPLICANT MONCRIEF ERNEST - TRUSTEE 10 WANDERING RILL, IRVINE CA 92715 OWNER MONCRIEF ERNEST - TRUSTEE 10 WANDERING RrLL, TRVINE CA 927t5
CONTRACTOR MID COUNTY PLUMBING & HEATING P. O. BOX 23186, 22L WARREN AVENUE,
Description:
PLUMBING AND HEATING NEW SFR
Fireplacc Infornration: Restricted:#Of Gas Appliances:
Phone z 970-468-4924,UNff B, SILVERTHORNE, CO [;''.
Valuation:14,500. r)0
#Of trlood/Pa t Lt. ,#0f Gas Logs:
********************************************************
Ptan Check---)
Invest i gat ion)
trlitL CaLt---->
75.00 DRB Fee-----.OO TOTAL FEES--
3.00
.00 Total Catculated Fees--->.00 AdditionaI Fees---------)378.00 Total permit Fee-------->
Payments----
37E.00
.00
378,00
37E.00
***#*******************************************************************************llllff-lil;;;;;;;;iii************i$***
IIem: 99IqO-EIIITDING-DEPARTMENT DepI: BUILDING Division:L! / 26 / L29Z .rmr--- --'-AcEiiiiii' Ei;Fn AppRovED Jfril''rrbm:' 05600 FrRE DEpARTMEiii -- -iieipr: FrRE Division:
CONDTTION OF APPROVAL
1.2.3.
4.
5.
6.
7.
8.
EI.E-LD-INqPECTIONS ABE-.tsEQqTBED TO-CHEqK FOR CODE COMPLIANCE.gQuEusrroN ArL-Iq BEOUTRED _!ER sscl"6d7 bF-'rFE-Tgdi"ili{c.rNs r4!!AT r oN urrs r_e0NF6xu- ro_MaryqFAciunn 5
-
r lr'stnfr ci i ofr's anp 19 _AppE!.rD rx cEAPrsR - 21 -ci-r rHn' TE I i"ilMd . -
qA$-APPLIANCEq_SEAL! EE-VN[rEP_AqqqilDiNC TO CHAPTER 9 AND $4ALL_rqBMrNAlE-_4s_FeEeriTED. rry-SEd;g6A-or-rFfr"i 0Ui 6uc .
?8518F il8*nf6$fue n0urFMeNr-I,{03r-coMpii wrrn--snd . sds-i{-ND
frfi i.tEB' r! .ttB - tE.i&HU$Elrn8*ofi "88ft8u8fi
'HgH'Ff88f,
Tfi8:" coN s r .
Rf, $il]$li8ftIf;s]te !ffB$;eil$fif 5 Ig TU$!;T' "
-FoB iE d" i i.i
-,an c nm r cAL
DRAINAGE OF MECEAII-TqA!-ROOryE- EOI{TT,iIITUC HE4TING OR HOT-WATER SUPPLY BoILERS $Hei,r,--an.-noiilpFed-i''iTfr..x FLooR DRAIN PER SEc.36i#"85'I8ft i?R' Wf;t'"^"='
n6il i z d'Iisoiu8$8'$'R' 6? ? r 6"$$.fi ' F' fr
o g 8 o o "fr Hu'
9.
*******************************************************************************
DECLARATIONS
l,[t"!I-":lf!t:9s: tlt?t,I have read-this appl.ication, fil.l,ed out in futl the infornation required, compieted an accuret! prot pLan, and sttte that al't the information provided as required is correct. I agree to compty uiitn ti're information and p[ot p[an,to compl'y uith atl' Tovn ordinances and stbte [aws, and do buitd this structure according to'the Town's zon.ing and subdivision codes, design neview approved, Un.iform Buil,ding code and other
REAUESTS FOR INSPECTIONS SHALL BE I.IADE TIIENTY-FOUR HOURS IN 8:00 All 5:00 Pt{
SIGNATURE OF OI/NER OR CONTRACTOR FOR HIIiISELF AND O}IIIER
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
97 0-47 9-2 1 38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THTS PERMIT MUST BE POSTED
PLUMBING PERMIT
Job Address! 4788 MEADOW DR
Location...: 4788 MEADOW LANE
Parcel No.. z 2'J,01-13L-04-004 Project No. : PRJ97-0119
APPLICANT MONCRIEF ERNEST - TRUSTEE
10 WANDERTNG RrLL, IRVINE CA 92?15 OWNER MONCRIEF ERNEST . TRUSTEE
1.0 WANDERTNG RILI", IRVINE CA 927L5
CONTRACTOR MID COUNTY PLUMBING & HEATING P. O. BOX 23186, 22r WARREN AVENUE, UNrr
ON JOBSITE AT ALL TIMES
Permit #: P97-0L84
Status...: ISSUED applied..: LL/26/t991
r-s-sued. . . : LL'/26'/]997
Expires. . : 05/25/1998
Phone : 97 0-468-4924 B, SILVERTHORNE, CO 804
Description: NEW PLUMBING AND HEAT (new sfr) Valuation:12,000.00
*******************#************************************** FEE SUt{l,lARY *********ffi************************ffi*****************t***
Ptumbing-----)180.@ Rcatuarant Ptan Reviev--).00 Totat Catculated Fees---> 228.01,
Ptan Check---) 45.00 ToTAL FEES-- > 22E.00 Additionat Fees---------) .01,)Investigation) .00 Total Permit Fee--------> 228.0Q t/itt CaU.----> 3.00 Payments---- > 228.0t)
snlnNce DUE-------------> .ot)*************ffi*ff*****ffiffi**************************tr***********ffit*********tn***********#**********************************
IIE.M: .O51OO BUILDING DEPARTMENT DepT: BUILDING Division:IL/26/L997 JRM Action: APPR APPROVED JRM.It'em:'05600 FIRE DEPARTMENT Dept: FIRE Division:
********t******************************************t*******#*********************************************************************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.2. EIBE_DEPARTMENT nppnoVal-,-rs REo0TRED-BEFORE ANy WORK-eAN eE STARTED.
***f********************************************************************t(**************************************Jr************#****
DECLARATIONS
I.hcreby acknowtedge that I havc read this apptication, fitted out in futl, the inforrnation required,ptan, and stete that a[[ the information provided as required is correct. I agree to compl,y ilith the
conrpleted an accurate ptot
to conpLy with atL rown ordinances and state [aus, and to buil.d this structure
codes, design reviev approved, uniform BuiLding code and other ordinances of the
REAUESTS FOR INSPECTIONS SHALL BE I'IADE TI,IENTY-FOUR HOURS IN ADVANCE BY 5:00 Pll
****************************************************************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0354 Amount:228.00 t2/03/97 14203
Init: JRM Payment Method: CK Notationt #L782
Permit No: P97-0184 Type: B-PLMB
Parcel No: 210L-131-04-004 Site Address: 4?88 MEADOW DR Locati-on: 4788 MEADOW LANE
PLUMBING PERMIT
This Palment
Total Fees:
228.00 Total ALL Pmts:
Balance:
228.O0
228.00
.00
Amount
180.00
45 .00
3 .00
****************************************************************
Account Code Description
PP OOlOOOO3]-1.1200 PLUMBING PERMIT FEES
PF OO1OOOO3].12300 PLAN CHECK FEES
WC OO1.OOOO31128OO WILL CALL INSPECTION FEE
****************************************************************
Tgry{ oF vArL, coLoRADO sraremnr ****************************************************************
statemnt Number: REC-0364 Amount: 3?8.00 1,2/03/97 L4t02 __::ry:*_5:h"d: cK Noration | #17s2 - --t rilir: JRM
pe rmi r i; ;;; ; : ; ;;;- - - ;;;; ;-il;;; - - ;ilffi ;;;-;;* ;; - - -
parcel No: 2101-131_04_b-04 Site Address: 4?gB MEADOW DR Locati-on: 4Z8B MEADOW LANE
This Payment Total Fees:378.00 foLal ALL pmts:
Balance: .00 ****************************************************************
Account Code Description Anount MP OO1OOOO3].1.1300 MECHANICAL PERMIT FEES 3OO. OO pF 001000031_12300 PLAN CHECK FEES 7s.00
__y_99193991112800 wrLL CALL rNspEcrroN FEE 3.00
378 . 00
378.00
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-47 9-2738
E Iect r i ca [--->
DRB Fee
Invest igation)
!liLt Cal.l.----)
TOTAL FEES--->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit #: 897-0133
Job Address
Location...
Parcel No. .
Project No.
47BB MEADOW DR
4788 MEADOW LANE
2 101- t_ 31-0 4-0 0 4
PRJ97-0LL9
Status. . .
AppIied..
Issued...
Expires. .
ISSUED
07 /or/ree7
0B /04 /Lee7 or/3r/LeeB
APPLICANT TRIANGLE ELECTRIC
P O BOX 4068, FRISCO CO 80443
CONTRACTOR TRIANGLE ELECTRIC
P O BOX 4068, FRTSCO CO 80443
OWNER MONCRIEF ERNEST - TRUSTEE
10 WANDERING RII-,L, IRVINE CA 92715
Description: ELEC FoR NEW SFR/CARETAKER
Totat Cal.cutated Fees---)
Additionat Fees--------->
Phone: 3034535424
Phone : 3 0 34535424
228. O0
.00
228. 00
.00
Valuati-on:16,000.00
*********************************************************** FEE SUl4l'lARy *****************************************i****************
225.OO
.00
.00
3.00
228.00
Total Permit Fee--------) 228.00
**********************************************************************************************************************************
rtqm: .0SQ00 ELECTRICAL DEPARTMENT Dept: BUILDING Division:0B/o4/tgg7 cHARLTE ActionJ- Appn-r'oR ELEc DEpT'rt'em:'05600 FrRE DEPARTMENT Dept: FrRE Division:
***********************************************t(*t(********************************************************************************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
**********************************************************************************************************************************
DECLARATIONS
I.hereby.acknowtedge that I have read this apptication, fitl,ed out in futt the information required, compteted an accurate ptot ptan, and state that att the infonmation provided as required is correct. I agfee to compty iltt tie information and ptot ptan,to compty with att Town ordinances and state [aws, and to buiLd this structure according to'the Town,s zoning and subd\vis.ion codes, design review approved, Uniform Buitding Code and other ordinances of the To!,,n afp[icabte thereto.
REQUESTS FOR INSPECTIONS SHALL BE I.IADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROH 8:OO AI,I 5:OO PI,I
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
* * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * ** * * * * ** * * * * :k * * * * * * * * * * * * *
Statemnt Number: REC-0307 Amount:
Payment Method: CHECK Notation| #L74BB
228.00 0B/04/e7 08:17 Init: CD
Permit No:Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 4L3L3
01 0000 4L336
Total Fees:Total ALL Pmts:
Balance:
Description
ELECTRICAL PERMIT FEES
WILL CALL INSPECTION FEE
897-0133 Type: B-ELEC ELECTRICAL PERMIT
2101-131-04-004
47BB MEADOW DR
47BB MEADOW LANE
228.00
****************************************************************
228 .00
228.00
.00
Amount
225.00
3.00
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2r38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
PUBLIC WAY PERMIT
JOBSITE AT ALL TIMES
Permit #: PW97-OO77
Job Address:
Location...:
Parcel No..:
APPLICANT
CONTRACTOR
OWNER
Description:
NEW HOME
ISSUED
07 /L8/Lee7
07 /18/ree7
07 /L8/reeB
4788 MEADOW DR Status. . .
AT INTERSECTION OF MEADOW LN & MEADOW RD. Applied..2101-131-04-004 Issued...
Expires. .
J.D. BUILDERS
P O BOX 484, LEADVILLE CO
J.D. BUILDERS
P O BOX 484, LEADVTLLE CO
MONCRIEF ERNEST _ TRUSTEE
1O WANDERING RILL, IRVINE
80461
80461_
cA 927Ls
Phone z 719486248L
Phone z 719486248L
***********************:t*********************************** FEE SUMI4ARY **********************************************************
Pubtic Uay---) 75.00
Investigation>
Bond Amount--> .00
ToTAL FEES---> 75.00 **********************************************************************************************************************************
Payments-----
BALANCE DUE-------------> .00
Dept: PUB WORK Division:
Dept: ENGINEER Division:
CONDITION OF APPROVAL
**********************************************************************************************************************************
DECLARATIONS
I certify that I have read.att chapters of Titl,e 12-Str of the Vait I'lunicipat Code and att utitity company agneements, signed by me, and wil,t abide by the same, and that atl util,itiied as required.
Pubtic llorks witt have a spec/detait book avaitabte in Aprit of 1995.
*1-1*,- REQUESTS FOR INSPECTIONS SHAIJTJ BE MADE TWENTY-FOUR HOURS IN ****IN ADVANCE BY TELEPHONE AI 479_2T38 OR AT OUR OFFICE FRoM B'OO_au_Io 5:OO PM
Item: 05500 PUBLIC WORKS 07/IB/1997 LARRY P Action: APPR LP It.em:. 05550 ENGINEERING
****************************************************************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0307 Amount: 75.00 08/04/97 08:19
Payment Method: CHECK Notation: #L74BB lnit: CD
Permit No Parcel No Site Address
Location
This Payment
Account Code
01 0000 41320
PW97-0077 Type:
2 10 1-1 3 1-04-004
4788 MEADOW DR
AT INTERSECTION
PUBWAY PUBLIC WAY PERMIT
OF MEADOW LN & MEADOW
Total Fees:
RD.
75.00
75.00
.00
Amount
75.00
75.00 Total ALL Pmts:
Balance:****************************************************************
Description
PUBLIC WAY FEES
************************
TOWN OF VArL, COLORADO **********************************************
Statemnt Number: REC-0327 Amount: 53
Payment Method: CK Notation: 016897
o
****************************************
Statemnt ******************
.00 09 /17 /97 L4:57 rnit: JR
Total Fees:
53.00 Total ALL Pmts:
Balance:****************************************************************
Permit No
Parcel No
Site Address
Location
This Payment
Account Code
01 0000 41313
01 0000 41336
897-0199 Type: B-ELEC
2L01-131-04-004
4788 MEADOW DR
4788 MEADOW DRIVE
ELECTRICAL PERMIT
53.00
s3.00
.00
Amount
50.00
3.00
Description
TEMPORARY POWER PERMITS
WILL CALL INSPECTION FEE
wwL ,wr JV r9'vv ltl,.vrJ r.oo PER}IIT
'I
APPITTCATION lltts! EE FILIID OUt coUPLETEIJY oR IT ltty Not. BE AccErrtED
rTob Nane:
owlrers NaDei
Archltact:
Job Addrorrs
Addrear Il lt4t ' ti rlrT\AilrtMbn
Addrcccc Ph,
l-Rcpalr I J-Other_
Acsonnodadton Unlts:
^ ryPtrbsr and lype of Flreplaceer Ga3 appllanccr- caa rpga_ I{ood/pelret_v..
,f****r**t*'****r*'tt**'t*'*****lrr' VAIITATION8 t*i*****t**rtt..t.r*r*rr*r**ia.r*r
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Address:Tolrn og Vall Rec.^ No.
?hone Nunborr
Electrl Addrc*, .l;M;ilt--Ull2 ''L/]fYJ'l/lt' ff,Ft#! ut-,l.lav, Tom of VelI
Phons Nunbrr:
Plunblng Contraeeors
Addrese; _--- . , r Sown o! vall Reg. No.Phone Nunbrr:
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-l FoR or8rcE UEE l.*.****r'}r*rrrr.r.r*t*,lr*r*lrr
PIUI{BING PE$tIr TEE r UEEHANICAI, PERI.II! FEE I ELEeTRICAL pEEr
OTHER TYPE OF FEE:DRB PEET
UUTLDTNG:
SIONIrTIRE;
zoNrNCs
6!6NATURS T
ceneral DeacrJ.ptlon: 104' n}b\ tr
norkclaes, tn(nev t J-Alteratbrl
Nunbar of, Dwclllng Unltc; I
[ . J-Addltlonal
Nuub3r
t
ol
*t***t******a*r.aa.r*ttir_***taa
BUII.DING PERI{IT EEET BUII,DTNG PIAN CHECX FEE:PIIfiBTNC Pra.u cHEcK rE ;DlEcHAltIcrI. PIAN qrec-r(-iiz I .RECRIATIOT FEEs EIJAN-UP DIDoSITI IrqrAIJ Plll|IT lDEa I
fi,#t9r: Chad^/,
oo
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TI
ELECTRICAL PERMIT Permit. €: E9
OO,rl{ 9lr>l
Job Address
Location...
Parcel No..
Project No.
OWNER
Description: TEMPORARY POWER FOR NEW SFR
******t*************ffi*****ffi*********rr***#*****S***** FEE SUl,lllARY
E lectri cat---).00
DRB Fee Investigation) .00
APPLICANT TRIANGLE ELECTRIC
P O BOX 4068, FRISCO CO 80443
CONTRACTOR TRIANGLE ELECTRIC
3.00
53.00
ELECTRICAL DEPARTMENT LORELEI ACtiON: APPR APPROVED FIRE DEPARTMENT
4788 MEADOW DR
4788 MEADOW DRIVE
21"0t-1.3l--04-004
PRJg7-0119
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 81657
970-479-2138
lJi L l, Ca t l.----)
TOTAL FEES--->
Item:06000
09 /1,6 /L997 It'em:'05600
P O BOX 4068, FRTSCO CO 80443
MONCRTEF ERNEST _ TRUSTEE
10 WANDERTNG RrLL, TRVTNE CA 927L5
s
-0L99
Phone: 303453542
Phone: 303453542
Valuation:
Status. . . :
Applied..:
Issued. . . :
Expires. . :
53.00
.00
53.00
.00
53.00
0e/L/Lee7
0.00
AP D
TotaI Catcutated Fees---)
AdditionaI Fees--------->
TotaI Permit Fee--------)
Payments----
BALANCE DUE------------*>
Dept: BUfLDING Division
BY ART HOUGLAND Dept: FIRE Division
****************
CONDITION OF APPROVAL
*tr*:ht*Jr**ffi *********ffi **tht****Jr:t*fi ***********************t***
DECLARATIONS
I hereby acknowledge that I have read this application/ fitl.ed out in futl. the information required, compteted an
pLan, and state that att the information provided as required is correct. I agree to compty t"rith the information
to comply with att Town ordinances and state [avs, and to buil.d this structure according to the Town's zoning and
codes, design review approved, Uniform Buitding Code and other ondinances of the Tobrn appticabLe thereto.
REOUESTS FOR INSPECTIONS SHALL BE }IADE TU'ENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROI'I
and pt
subdiv
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p tan,
ion
5:00 Pll
OI,,NER OR CONTRACTOR FOR HI},ISELF
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t APPITfCA8ION IIUST EB FILIJD OfIr COUPTE8EIJY OR tf UAI'ttoT BE'AccEpfED
!t***************t************t PYRI|IT INrORIIABION *.tr*tt....tt.*t.*l*tr**r*i**tl ./I l-Bulldtng I J-Plunblng lyl-Etectrlcal I l-t{ectranibal t !-Other -.-
r.,egal Desorlption: '
"Xt-L rlloak-]-- Ftl
Job Nane:
OrrDers Na&e3
Archltect:
ceneral oeacrJ.ptlon:
*************ta..r********r**rta
Ph,
-
-
'=___{Fz_n
rNFOnIltlSroN ***.*r*** * r.arr rf t***rrlrr.
Job Addrergs
Addreaa:
Addrcss:
t j-Adilltlonax. [ ]-Repalr I J-other_
Nunb3r o! Accornnodatlon Unlts:
^ {pnber and Type of Ftreplacesl Gar appllanc(lr_ caa roga_ Wood/pellet_v ^]****t**t*t***l't****'.**i********r* VATUATIONS i*i*****r*tl.r*.a******r*t***tra*l -t
j**1ru; f- tr&ffittr: i_ i;$iil I W*^ew
,/ - ----r-T llork CLaser tvl-New g J-Alteratisn
Nunbar of, Dtrelllng Unlt", I
^-,1^--'--''--' .I--
I**** ***r************tl t Eenerai Corrtracter: .YY're-.- --'r'1"-'iry'', 3:11^of*-yrll- Reg,'oro-Address z l6tL Phone Nunber: _w K.
EI Town of VaIl Addrees:Phone Nunbcrl
Pluubtng Contraceort Address! Torn o! v-ail Reg. NO.
Phone Nunber:
l{echanical Contraotorr :- vv..v-5vLv&. _ rr r Tolrn of Vall RgE. !lO.Addrcse: - t' r nL--- r.-_^ r Phene Nuhbers
FOB OFTTCE USE a.*****rr*rtrlr*rrr****rr**r*r.BUTLDING PEnI.IIT TEET
PTUUBIIIG PER}IIT FEET
MECHTNICAI., PERI{I! PEET EI.EefrueEL FEE I
oTHER TYPE oF pEEc
DRB F8E:
BUII,DTNG PIAN CHECX FEES
PUTI{BING PI"Arf CHECK FEt:r{EcHA}trcAr., prAN cttEck FEE!
.RECREATION FEE;
CIIEIr}I-UP DEPOSIT:
TCXTAIJ PEnltIl FBEs c
WTLDTNG;
sICNIII'RAI
ZoNIlfCs
5IGNATIIRE:
a5a t
-l-
-lb
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2t38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit #: 896-0240
4788 MEADOW DR Status. . . : ISSUED
rNTER MEADOW DR/MEADOW LNApplied. . :W10/0t/.t996
2101-131-04-004 Issued...: L0/0I/I996
Expires. . : 03/30/1997
Phone: 3034792100
vArL, co 81657
Phone: 3034792100
OWNER
75 S FRONTAGE RD, VAIL, CO 8L657
MONCRIEF ERNEST _ TRUSTEE
10 WANDERING RILL, TRVTNE CA 927L5
Description: NEW STREET LIGHT0IUIBR. MEADOW DR MEADOValuation:1,500.00
:tffi *ffiffiffiffi:ffi :t:ht#r:#rffinH#nHnbh*:krht F EE SUfll'IARY ffi ****ffi**:****t|ffi:ht
Etectricat---> 50.00 Total Catcutated Fees---) 53.00
DRB Fee .00 Additiona I Fees---------).00
Investigation> .00
lli tt Cat[----> 3.00
Total Pernit Fee--------) 53.00
Paynents-----
BALANCE DUE-------------> .00 53.00
:tJr#r:tffrffirffiJrtr**ffiffi*ffi**irt#*ffi*ffi****##rjrffiHr*:t*:t*JnhHntrttnffi******ffiffiffi**#rffffiiffir:hHrJrJt
Item! O6OOO ELECTRICAL DEPARTMENT Dept: BUILDING DiViSiON:l0/oI/L996 CHARLTE Act,ion: APPR FOR ERNST
Jr****ffi*jrjr*ffi:ffir:Hr*ffiSffir:Ur:hHinHr:Hnffir**ffitffiinhlJrffr:ht**frtt*JrthHrt*Jr**t*****ffir#tffir*:*:t:f
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
****ffiffi**#r:tffirffirhhtjrffiJrtffi*ffirHnhh#rHoHrtrirff<Jr*Jrint*inhhhhHrffiJrtHntlrffi:hh*#rffir:kffi**Jr*
DECLARATIONS
I hereby acknowl.edge that I have read this apptication, fitted out in futl, the information required, conpteted an accurate ptot
ptan, and state that alt the infornation prov'ided as required is correct. I agree to compty yith the infornation and ptot p[an,
to conrply Hith atl. Town ordinances and state [aws, and to buitd this structure according to the Town's zoning and subdivision
codes, design reviev approved, Uniform Euitding Code and other ordinances of the Town appticable thereto.
Job Address
Location...
Parce1 No..
Project No.
APPLICANT TOWN OF VAIL
75 S FRONTAGE RD,
CONTRACTOR TOWN OF VAIL
TOTAL FEES--->
****************************************************************
TOWN OF VArL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0211 Amount:s3.00 L0/0L/96 L5223
Payment Method:NotaIiON: FEES WAVIED Init: CD
Permit No:
Parcel No:site Address:
Location:
This Payment
Total Fees:53.00 Total ALL Pmts:
Balance:
896-0240 Type: B-ELEC ELECTRICAL PERMIT
2101-131-04-004
4788 MEADOW DR
rNTER MEADOW DR/MEADOW LN W rN R.O.W.
* * * * ** * * * * * * :t * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * **
Account Code **WAIVED FEES**
Description
WAIVED FEES
s3.00
s3.00
.00
Amount
s3.00
County Asse
-)WN OF VAIL CONSTRUCTTOIrV
""*lI*3',i263ffi_/o*
JI
,4,
PERI'IIT #
-t 'APPLfCATION MUST BE FILLED OUT COMPLETELY OR IT I.{AY NoT BE ACCEPTED
x***************************** PERMTT TNFORMATION *****************************rl [ ]-Building [ ]-plurnbing t;ll-Electrical [ ]-Mechanibat [ ]-other
Job Name: Job Address: ruS rn + ,tt r- n" ltV**"f*r>
Legal Description: Lot-! Block- ririrg 5 { suBprvrsroN, 8, C /lrnrt
Address: r5 S Fft R0 p:n. q7f.zt5?Owners Name:
Architect:Address:Ph.
General Description:
work class: [*ftNew t ] -Arteration KAdditionar [ ]-Repair [ ]-other
Number of Dwelling Units:Nurnber of Accornmodation Units:
Nlrmber and Type of Fireplaces: Gas Appliances Gas Logs_ wood/pe11.et_v
,t********************************* vAt*t:I"gv_o*********************************
P!_L!PIIG: $ ELEcrRrcAu iJpe! orHER: $PLIJMBfNG: $ MEctrANrelr.: l- ;;;;;-:
-
^ lr,uMErNG: [ ]IECIIANfCAL: $ TOTAL:
-
l*************************** CoNTRACTOR INFORMATToN ***************************TEeneral Contractor: rFatm a€ rrqi.| rr^- rr^rrErrercl'l u(JIrtragtor:
Address: _
-
Electrical Contractor: rFat-rn a€ rr+ir h^- r?A sf se u! rrjctJ. t,t-rlr LI ct(; l_(Jr ;Address: *v
Plunbing Contractor:
Address, _
xffl:3::"t contracror:
Phone Nurnber:
******************************** FOR BUTLDING PERI'{IT FEE:
PLI'MBING PERMIT FEE:
MECHANTCAL PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
oFFrcE usE *******************************
BUILDTNG PI,AN CHECK FEE:
PLU}TBTNG PI,AN CHECK FEE:I'IECHANTCAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSTT:
TOTAL PERMIT FEES:
BUTLDTNG:
STGNATURE:
ZONTNG:
SIGNATURE:
CLEAN IIP DEPOSIT REFTII{D TO:
-l-r t,--
illn ReviewAction F}l
TOWN OF VAIL
Category Number
Project Name:
a
,/1 7,',,.,.:
Building Name:
Project Description:
Architect/Contact, Address and Phone:,ir;r r..i" ,o:.' .1., ,: \ , (
':.t
/" t'./ .. '., '
LegalDescription: Lot './' Block t;l' ,urorrr"ron /,,'::.,rr''zr* , t;'# y'{#l)n
Project Street Address:
Zone District
Comments:
t . Board / Staff Action
- i,k:;;:,-....',..
Motion by:,"" ii''t l Vote: 1"'"" f,
Seconded by:
1;Q Approval
,'" ir', ,, ,, 1.r-
I Disapproval
tr Staff Approval
Conditions: i!
t ,l i' .. ,t ",/,, ,a..i i .' ' ,,t . /rt 'or, t-
Town Planner
,iy'',,DRB Fee Pre-paid
jl, -lt
"!.a, i- -
Architcct 4..r. ? 1.trn,.^.
ZONE CHECK
./1ur". lor/y/ ?K
:
Lcgal dcscription: Lot q Block ? piline 73\Arr^ {# t+N,{,bn
Addrcsp '/ 78? /he^rtc,-, /-a,'* "
Ou.ncr
Allowcd
z rotal GRFA '/SZA- + 8 5o = 5321
,zprinraryGRFA 2"71( +(25)(F5Q = A\lrpeoo*'
.- Scconda7GRFA /t)O +(425) F**ly= 2z\{
zoncdistrict T/S " Proposcdusc P/f-.
Lotsizc .{zz'^.r/ Z),ts42 f Buitdabtcarca ,Jr.t.<. \,
Phonc jt < - Z3t - s7 21
Phonc 2/7- ?/z/
Proposcd
+ 4z 9f = ?/31
+ 32ffi = 327a1
763 = 763
*'nri5e4 * 675 = 425 credit plus 250 additi
Oocs this rcquest involvc a 250 Additi on2 N O
-florv nruch of thc allorvcd 250 Addition is uscd rvith this rcqucst?
4itc Covcrage (2e7" ."4
y':Hcigttt
"/Sctbacks
1S?g
(30(T3>
Front
Sidcs
Rcar
+ 7'/]7 =
k.7
3,/?7
37,7
20'
l5'
l5'
=E '/ 2c '---------'---7-'
u za't"/ I q3'
--------T-------
No
No
3''@
Rquired.-1-
€aragc Crcdit
.--Dnuc*ay -,'-ti;lX,;\*-#;-d"--
('ornplics with TOV Lighting Ordinancc
e1"1"*3_i_eil5s
Arc finishcd grades lcss than 2:l (50%)
En vironm cntalAlaz ards
(300) (600@Hl20o)
Prcvious conditions of approval (chcck propcrry Iilc):
Pcmittcd stopc * x Proposed Slope {O %
Ycs /
Yes-
l) Pcrccnt Slope (< >30%) I 3A%
2) Floodplain
3) Wetlands
4) Watcr Coursc Sctback (30)(50) ru,4
z)O 5) Gcologic Hazards
a) Snorv Avalanchc
b) Rockfall
c) Dcbris Florv
/ n, 216 tr\LJ 6 3,6 3a
?,
3 Enclosed
86e
Remaining
ltr/o
/o77
{andscapin E(b%^,} Minimum /3 6qd
Rctaining Wall Hcights
a ,.rarHng
Is thc propcrty non-conforming? Dcscribc:A)a
Ot to
To: Steve Riden
fax949-0304
From: Dirk Mason
RE: Moncrief - New primary/secondary site plan language
Per the DRB approval, below is an example of appropriate language to place on the plan to
ensure the protection of the large evergreen'
Hand-dig this foundation wall to minimize root disturbance: at exposed roots
cleanly umn, fertilize and protect the tree throughout construction'
If you have any questions, please don't hesitate to contact me directly at 479-2150'
N'u E1 ;:1J;=,0 rsitrr i5$it:fl,"=l?ffit"t: 23s 85sE to l?x]ffiorr,.* P'sr/s1'
!'r'tt'r r/u/t' I O
DEEIG}T REVIE{ EO}ED APPTJICAIIffi ' EOIC' OF VITL, CO!.OilDO
D}IE RECEIVEDT
DA?E Of Ifr,B HEEITNG:
!!!!tf! tt t
IrErtrrpr'ErlE rPFi-!trilEjrN,Ltillxo? .BE, .fCFBBTdE paR.l|tft'tlr;
E.
I.
F
P-
I.
J.
TYPE OT RBVIEfl:
y'n** GsnEErUcEion
-rdtdition
(f50.00)
($200. o0 )
-I.tiner
Al ceret,lto (S3'0 .sf)
.-ConcepEual heviehr (t0l
I
ADDRESS: 4f be. uaCr"+r^) trt
;ffffi#ff**fltLilfu4- Dr'"k L
I,t properEy iE deEcribrd by a |BttEr and boutlcd reryal
deoeripEion, please proviilr on a sEparac€ shest and aecash to r,hi F rlt$1 irletl,orr.
zownrc: FE-r u^.l.r-{ / €f,1,f tn0f ' I
c.
D.
G.
H.
l{ttG OF AFPIJICAI'I:l.tniling lddreEg:
rP?Drclrroils flrw rffixP B"s PndEs.tED HllEEovE ofE{Bfr 'g SreNltER.s
Condoninium ApFroval lf apSllieable.
DRE FEEr ong faes, as shorrn above, ate go be Ptid al Ehe
tlne of cubfit!3el of she Dns gDDligltion. Latar, whelt
applylns for a build,ing penritr Please idenfify tlre accuraEe
vafuitf6n of rhe proposal. t'he Tom of Vail will adJurE che
tee accoriling to tbe'gsb1c bclow, to enaur. tb. cerract Ccr ir paitl.
FTn FlTtIr I CHECX ll;
f14o.r.->q\
Ru*,*4r'*l
-f/-"ef
DATE! EIT
FEE sdr{flhffi.t!-
VALI]ATIOIT | 0.$ 1o,0oo I10.oo1-+ 50,000 | 50,001 * 15o,ooo
t150,001 - $ 500,000 gSoo,oor - 11,000,000 0 over fl,000'000
I'ESI@T BEI'IEW Sf,ND TFgEOYI,! IEEFIRES OIE t'ET8 IF:8E8' tIHI&
rtpns\rtl, gtltEEB t EorLDdG tlnHllD IB I8E!,E r[D COHs'ltUglIOt
rs gLllllE.
FEE f 20.00 t 50.oo
+100.00
f200.00 t400.00
s500 .00
NeltE of ol{t{ER(9) ;
MailiBg Mdreasl
Fost lt" brand fax tran$mittal memo 7671 #orpagnc ) /
lb -Jtee: rr/ Vt lL -*
Pt+, Lt tp ,,Y,nut;r.r zt
C+ tJt{'\g Piry ObJ(\lttflel'lt !o.
Drpt.&,e.t-Ea33 *Tzo - +11- z+E?-o*?i3- a3s- ttasZ
Foet-li* brand lgxtran+mittel memo ru71 fofprge* r /
tn gJ*,ra lL'Lu^'^Pl; lr'p laa^c.nrL-#
b'o-00,
Dept.ftorrT-
r ato -14q -olo 1*irr f
+* TOTAL PAGE.OI 'lui
t
I
r.vl..a 8/l7194
DBSTGN
3r
I.
A.
oo
REVIEW BOAND APPIJICATTON - TOI{N OF VAIIJ, COI'ORADO
DATE RECEIVED:
DATE OF DRB MEETTNG:**********
INCOMPI'EEE APPI.'ICATTONS IIITAY NOT BE SCHEDTTLED FOR REVIEW.**********
B.TYPE OF REVIEW:
{w", Construction ($200. O0)Addition ($50.00)
Minor Alterati,lsa ($r0..f0)
Conceptual Review ($0)
D.
C. ADDRESS:
LEGAIJ DESCRI
Subdivision
If property is described by description, please provid.e
to this application.
a meets and bounds
on a separate sheet
legaI
and at t.ach
E. ZONING:
NA}48 OF uailing
F.NAII{E OF
Mailing Address:
G.
APPLICANT:Pl.tt
APPI,ICANT'S REPR
Address,-$afC-.
Phone
Phone
H.
I.
J.
NAr{E oF owNER(s) : eo il&m v,rctl4,,;teF wl//ac/'.zul1p't1rt
OWNER(SI SIGNATURE:.(rlt* ttr)
uailing Address:
Phone
APPIJICATIONS vIILL NOT BE PROCESSED WITHOUT O'{UER'S STGIVA?T'R.E
Condominium Approval if applicable.
DRB FEE: DRB fees, Ers shown above, are to be paid at the
time of submittal of the DRB application. Later, when applying for a building permit, please ident,ify the accurate valuation of the proposal. The Town of Vail will adjust the fee according t,o the table below, to ensure the correct, fee is paid.
FEE SCHEDUI,E:
VALUATION
$ 0 $ 10,000
$ 1_0, 001 $ 50, 000
$ 50,001 $ 150,000
$150, 001 - $ 500, 000
$500, 001 $L, 000, 000
$ Over $1,000,000
DESIGN REVIEW BOARD APPROVAIJ EXPTRES
APPROVAL I'NIJESS A BUII'DING PERIITT IS
rS STARTBD.
FEE
$ 20.00
$ s0.00
$L00.00
$200.00
$400.00
$s00.00
ONE YE.AR AFTER FINAIJ
ISSUED AI{D CONSTRUCTTON
ro of ,
a
II . PRE-APPI.TICATION MEBTING:
A pre-application meeting with a member of t,he planning staff is encouraged to determine if any additional applicat,ion information is needed. rt is the appricant,,s responsibilitv to make an appointment with the ilaff to determine if there are additional submittal reguj-rements.P1ease note that a COMPLETE application will streamline the review process for your project..
III. IMPORTAIIII NOTICE REGARDING AI-,I-r SUBMISSIONS TO THB DRB:
A. rn addition t,o meet,ing submittal requirements, the applicant must stake and tape the project site to indicate property lines, building lines and building corners. All trees Eo be removed must be taped. A11 site t,apings and staking must, be complet.ed prior to t,he
DRB site visit. The applicant must ensure that st.aking done during the wint,er is not, buried by snow.
B. The review process for NEW BUIITDINGS normally requires two separate meetings of the Design Review Board: a conceptual revj-ew and a final review.
C. Applicants who faiL to appear before the Design Review Board on their scheduled meeting date and who have not asked in advance that discussion on their item be postponed, will have their items removed from the DRB
agenda until such time as the item has been republished.
D. The following items Rdy, at the discretion of the zoning administrator, be approved by the Community
Development Department st,af f (i.e. a formal hearinqr before the DRB may not be required):
a. Windows, skylights
which do noL alt,er building; aid
and similar exterior changes the exist,ing plane of the
b. Building additions not, visible from any oEher loL or public space. At the time such a proposal is submitt.ed, applicants must include lett.ers from adjacent property owners and/or from the agent for or manager of any adjacent condominium association stating the association approves of the addition.
E. If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood p1ain, debris flow,wet,land, €tc.), a hazard study must. be submit,ted and the owner must sign an affidavit recognizing the hazard report prior to t,he issuance of a building permit.
Applicants are encouraged to check with a Town planner
prior to DRB applicat,ion t,o determine the relat,ionship of the property to all mapped hazards.
F. For all residential construction:
a. Clearly indicate on the floor plans the inside face of the exterior structural waIls of the building; and
b. fndicate with a dashed line on Ehe site plan a four foot distance from the exterior face of the build.ing walls or supporting columns.
G. ff DRB approves the applicat.ion with conditions or modifications, all conditions of approval must. be addressed prior to the application for a building permit.
IV.oo
Three copies of a recent topographic survey, sEamped by a Colorado professional Licensed Surrreyor, dt a scale of lrt = 20 ' or larger, orr which the following information is provided:
L. Lot area, and buildable area when different Lhan lot area.
2. Legal descriptj-on and physical address.
3. Two foot, contour intervals unless t,he parcel
consist,s of 6 acres or more, in which case, 5'contour intervals may be accept,ed.
4. Exist.ing trees or qroups of trees having trunks with diameters of 4n or more, ds measured from a point one foot above grade.
5. Rock outcroppings and other significant natural features (large boulders, intermittent streams,etc. ) .
5. Hazard areas (avalanche, rockfall, etc.),centerline of streams or creeks, required creek or stream setback, and 100-year flood plain, if applicable. Slopes of 40t or more shall be clearly delineated by cross hatching
7. Ties to exisLing benchmark, eit.her USGS landmark or sewer invert. This information must. be clearly st,ated on the survey so that all measurements are
based on t.he salne starLing point,. This is particularly important. for determining building height and driveway slope. See Policy On Survey Information, for more informat.ion regarding
surveys.
8. Locations of bhe following must be shown:
a. Size and tlpe of drainage culverts, swales,
et,c.
b. Exact, location of existing ut,ility service lines from their source to the strucLure,including:
Cable TV
Telephone
Sewer Gas Wat,er Electric
c. All utility met,er locations, including any pedestals to be located on site or in the right,-of -way adjacent, to the site.
d. Property lines - distances and bearings and a basis of bearing.
e. Indicat,e all easements identified on the subdivision plat,.
9. Provide spot elevations at, the edge of asphalt,along the street frontage of the property at twenty-f ive foot intervals (25'), and a minirnurn of one spot, elevabion on eit,her side of t,he lot,.
Site Plan
L. Locations of the following must be shown:
a. Existing and finished grades.
b. Proposed surface drainage on and off site.
A.
B.
- .lo vr) I c. ?roposed driveway, including percent slope
and spot elevations at, t,he property line,garage slab and as necessary along the centerline of the drive to accurately reflect
d.riveway grade.
d. A 4' concrete drive pan at t,he edge of asphalt for driveways that exit the street in an uphi1l direction.
2. All existing improvements including structures,landscaped areas, service areas, storage areas,walks, drivewdys, off-street. parking, loading areas, retaining walls (witn top and bottom of wall spot elevations), and other exj-sting sit,e
improvements.
3. In order to determine proposed building heights elevat,ions of all top roof ridges, and eaves when
determined necessary by the zoning adminisLrator,shall be indicated on the site plan wit,h existing
and proposed conLour lines shown underneat.h.
C. Irandscape Plan (l-" = 20' or larger) - 3 copies required 1. Ab a minimum, bhe foll-owing inf ormabion must be provided on the landscape plan:
a. Locabion of exist.ing Lrees 4" d.iameter or larger,
b. Type, size and locat.ion of all existing and proposed plant material,
c. Location of all trees to be transplanted,
d.. A detailed leqend of all proposed plant
mat,erial including common and r,atin names.
2. The location and t,ype of exist,ing and proposed
wat,erj-ng sy3tems to be employed in caring for plant mat,erial following it,s installation.
3. ExisEing and proposed contour lines. Retaining walls should be included with the cont,our
information with t,op of wall and bott,om of wall elevations listed.
4. Complet.e the at,t,ached landscape mat,erials list.
D. Sign off from each utilitv conpanv verifying the locat,ion of utility service and availability (see
at,t,ached utility verificat.ion form) .
E. A preliminarv title report Schedule A and B must
accompany all submitt,als, to insure property ownership
and identify all easements affecting the subject property.
F. Archit,ectural Plans (t/8" = 1r or larger, L/4" is preferred scale for review) 3 copies are required.
1. Floor plans and all elevations of the proposed
development drawn to scale and ful1y dimensioned.
The elevation drawings must show both existi.ng and finished grades.
2. One set of f loor plans must be rrred-Iined" to show
how the grross residential floor area (GRFA) was
calculated.
3. Exterior materials and colors sha1I be specified
on the attached maEerials list. This materials list, must, be completed and submitted as a part of the applicat,ion. Color chips, siding samples etc., shall be present,ed at the Design Review
Board meeting. Details including, but, not, linit,ed
G.
O*.r", rrim, rairinss, t#; cdp, merer locations, etc. must be shown graphically and fully dimensioned.
Zone check list (attached) must be complet.ed if Lhe project is located within the Single-Family,Primary/Secondary or Duplex zone districts.
Phot,os of the existing site and where applicable, of adjacent structures.
The zoning Administrator and/or DRB may require the submission of additional pIans, drawings,specifications, samples and other materials (including
a model) if deemed necessary to det.ermine whether a project witl comply with Design Guidelines.
V. MINOR AIJTERATIONS TO THE EXTERIOR OF BUIIJDTNGS.
Photos or sketches which clearly conv_ey the redevelopment.proposal and the locat.ion (site plan) of the redevelopment proposal may be submitted in lieu of the more formal requirements set forth above, provided all important,specifications for the proposal including colors and materials Eo be used are submitted.
VI. ADDITIONS . RBSIDEIITIAL OR COMMBRCTAL
A. Original floor plans wiEh all specifications shown.
B. Three sets of proposed floor plans L/8, = 1' or larger (L/4" =f ispreferred)
C. Three copies of a sit,e plan showing existing and proposed construction. Indicate roof ridge elevations with existing and proposed grades shown underneattr.
D. Elevations of proposed additlon.
E. Photos of the existing structure.
F. Specificat,ions for all materials and color samples on materials list (attached) .
At the request of the Zoning Afininistrator you may also be re{uired to submit:
G. A stat,ement from each utiliLy verifying location of service and availability. See attached utility location verification form.
H. A site improvement survey, stamped by registered
Colorado Professional Licensed surveyor.
I. A preliminary title report, to verify ownership of property, which lists all easements.
VII. FINAIJ SITE PIJAIV
Once a building permit has been issued, and construction is
underway, and before the Building Department will schedule a framing inspection, two copies of an Improvement Location Cert.ificat,e survey (ILC) stamped by a regist.ered professj"onal engineer must be submitted. The folLowing informat.ion must be provided on the ILC:
A. Building locat.ion(s) with ties to property corners,i.e. distances and angles.
B. Building dimensions to the nearest tenth of a foot.
H.
I.
ft All ut,iliti service line as-builts, showing type of material used, and size and exact locat,ion of lines.
Basis of bearingr to t,ie t,o sect,ion corner.
All property pins are Eo be either found or set and stated on improvement survey.
A11 easements.
Garagre srab elevations and all roof ridge elevat.ions y+Eh existing and proposed grades shown under the ridge 1ines.
VIII.CONCEPTUAI, DESIGN REVIEW
A. submittal requirements: The owner or authorized agent of any project requiring design approval as prescribed by this chapt.er may submit plans for conceptual review by the Design Review Board t,o the Department of
Community Development. The conceptual review j_s
intended to give the applicant, a basic understanding of t,he compat.ibility of their proposal with the Town's Design Guidetines. This procedure is recommended primarily for applications more complex than single-family and two-family residences. However, developers of single-family and two-family projects shall not be excluded from the opportunity to request a conceptual design review. Complete applications must be submitt,ed
1-0 working days prior to a scheduled DRB meeting.
The foLlowing information shall be submitted for a conceptual review:
1. A gonceptual site and landscape plan at a minimum scale of one inch equals twenty feet;
2. ConcepEual elevat,ions showing exterior mat,erials
and a description of the character of the proposed
st.ructure or st,ruct,ures;
3. Sufficient information to show the proposal
complies with the development, st,andards of the
zone district in which the project is to be located ( i . e. GRF'A, site coverage calculaLions ,number of parking spaces, etc.);
4. Completed DRB application form.
B. Procedure: Upon receipt of an application for conceptual design review, the Department of Community
Development shall review the submitted mat,erials for general compliance with the appropriate reguirements of the zoning code. If the proposal is in basic
compliance with the zoning code requirement,s, the project sha11 be forwarded to the DRB for conceptual review. If the applicat,ion is not, generally in
compliance with zoning code reguirements, the application and submitt,al materials shal1 be returned Lo bhe applicant with a written explanaLion as to why
t,he Conununity Development Department, staff has found the project not t,o be in compliance with zoning code requirements. Once a complete application has been received., the DRB shalI review the submitted conceptual review application and supporting material in order to
det,ermine whether or not the project grenerally complies with the design guidelines. The DRB does not vot,e on conceptual reviews. The property owner or his representat,ive shall be present at the DRB hearing.
c.
D.
G.
H.
E.
-'F'.-\\
IJIST OF MATERIAIJS O
NAI{E OF PRO.JECT:
IJEGAL DESCRIPTfON: LOT BIJOCK L SUBDIVISION
STREET ADDRESS:
The following inf,ormation is
Review Board before a final
required for submittal to t,he Design
approval can be given:
A.BUIIJDTNG MATERIAI'S:
Roof
Ot.her Wal1 Mat.erials
Fascia
Sof f it,s
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Retaining wa11s
Ext,erior Lighting
Obher
TYPB OF !,IATERIAI.
1F-Oo4- *lubt-6>
COIJOR
d*n a."l-
Siding j
au(#rrl/.fr Lhd,e- be-abrFl
uJ€A'TAAA$P
W eRL- bPft,z.
Designer:
Phone:
B.LANDSCAPING: Name of
PIJAD{T I'IATERIALS:
PROPOSED TREES
AT{D SHRUBS
Bot,anical Name
t
Common Name
harux,&erf
Ouant,itv. Si.ze*
9qei@U3.N,riAgt 1
zt'
lo-rzl
e /-oa-
*Indicate caliper for deciduous trees. Minimum caliper
f or deciduous t,rees is 2 inches. Indicate height, f or coniferous trees is 5 feet trees. Minimum heicht for coniferous
**Indicate size of proposed shrubs.5 gallon.
'|hhrr,o 9 TPf,,ilutul, AtWh
Ptc'ga Puu
Minimum size of shrubs is
Tl/DE Sauare Footage
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
th\'nuf 4/a^ n/\rf
I
4rcrat^aff tC.
rypu on MsrH6D oF [E.. t ra'uoae,rlfiF R,-rl*1,
EROSION CONTROL
C. ITAT,IDSCAPE LIGHTING: If ext,erior light,ing is proposed, please
show the number of fixtures and locations on a separate lighting plan. Identify each fixture from Lhe 1-ighting plan in the space below and provide the height above grade, tl4)e of light.proposed, lumen output, luminous area and a cut sheet of the light, fixture. (section 18.54.050 J)
OTHER LAIIDSCAPE FEATURES (retaining walls, fences, swimmingr poo1s, et,c.) Please specify. Indicate heights of reLaining walls. Maximum height of walls within t,he f ront, setback is
3 ' . Maximum height of walls elsewhere on the property is 6' .
D.
OCT. e8. 1996!t116; 53AN TCI AVON COLO
Pullic
-
qervice Corrpany
949 -122{
c?5 -?{80
Frad Haslee
NOTE:1
The f9rrr- ig usecr,to verify-servi.ce avair.abiliLy and location. lhis shoutd be used in-conj,riltti"-"iii prepartnE-vi,rri- irirrrv plan and,echeduliog insrarlatio"" I --i[r"iii
"", cons rrucrion propo'ar, Ehe applicanr mu't, provid; a'c"mpi"idi urir.iiy verifr.carion form.
The locarion and lyaLf$i$ry of, utilltiea, whether rhsy be nain Erunk riaes or nropogea irnei, i"i't b: appforlia-lii veriried by rhe foll0wins urililie; i# ril;;"iii*virrs sire ptau.
Al1 authorizing Fignatures need to be originale.
N0.974 P.3/3
Da.f.e
aeparaEely,
ehe expenrc and
t,,(, l;3:u133."f?xtot3i3r*" t) (+na *kh eril"i;;;;;." fu1'r, _ &e,Holy-Crosc Eleerric AsBoc.
i:3';33i"fti}n::i'ffi;*r;. € , , _ ,,.3'.-%
*tIqI Clltevision of rhe Rockiesf
Mark Graveg W /adf _t
.'lFqer.Baqre valley.$rarer ,f f'Et FiEyI"W
e sanitarlon Digtiicr. *
fiA rit€ pLan is r-equired,
_
phyglcaL_ locatioa of kaonn utiutiee Dush Dla ehosa "" gF" sira planl--uiirlci-i"Iltiti-iay or nry nor olfrr genrice ro tue.piopeiry'iinl. aai, ui*iEi-iximsro. required gball be the roaponsiSiiltv-ir-rilI propr"ry osner.
I r''2-f:?L
fll:":-:::1li:1".i:1". do nor.rerieve rhe conrracror of
If_l-util+r,y corfpany.has concerns wirh Ehe propoeed oonst,ruction, bhe u-eiliry repriientarrve should nor direcrty on rhe urtti'y ;";ifi;;;Ion fo:nr rhar. rhere i.s a-probr,em which_neels io-be-iiiorvia.-',iii"-iJirll should then be spcrrid o"i-in-alElii in'un-iEriiilE leE.er co rhe roim of viii.--rro--iJi"., please kcep in tnind i,har it ic rhe.reeponsiuiiirv-oi -r[;;;iiiii -
curpany Eo resolve identified proLrenrs,
f f Ehe_ur,j lity verification form has sigmaLures f,ron each of the utrrity companies, atld no confilentB are madc direcrty on rhe to'nnl a[; ilft wirl presume t'haE chere are no proutemi ana eni'i rtr"-aliiiffie"t can proceed.
2.
3.
fndtallation of.servlca tines ara at responsibillty of the ptoperry owner"
4.
revlsed 8/17/94
TOYIN OF VAII, UTILITY LOCATION VERIFICATION FORM
JOB NAI\,IE oudeJeF QetM-
SUBDTVtrSION
LOT FTI,ING
ADDRESS .{
The fgrm. is used' t,o verify servi.ce availability and locaEion. This should be used in conjunction with preparing your utility plan and scheduling inst,allations. For any new constructj-on proposal, the applicant must provide a complet.ed Utility verification form.
The locat,ion and availability of utilities, whether they be main trunk lines or proposed lines, musL be approved and verified by the following utilit.ies for the accompanying site p1an.
All authorizing signatures need to be originals.
Date
l":.. U.S. West Communications i"' 468-6860 or 949-4530
Public Seryice Company
949 - 6135
Gary Hall/Rich Cooley
Holy Cross Electric Assoc.
949 -5892 Engineering Dept.
Ted Husky/ttichael Laverty
*kh
4k/*
/o -3t -%
**TCf Cablevision of the Rockies
949 -L224
Mark Graves
**tjpper nagle Valley Wat.er
& Sanitation District *
47 6 -7 480
f'red Haslee
**A sit,e plan is required. thysical location of known utilities
must, be shown on tbe site p1an. Utility locat,ions may or may not offer service to the property line. Any utiLity extension required shall be the responsibility of the property orrner.
NOTE: 1.rf a uLility company has concerns with the proposed
construction, the utilit,y representative should not directly on the utility verificaLion form that, there
is a problem which needs t,o be resolved. The issue
should then be spelled out in detail in an atEached letter to the Town of Vail. However, please keep in
mind that it. is the responsibility of the ut,iliEy
company t,o resolve idenLif ied problens.
If the utility verification form has signatures from
each of the utility companies, and no comments are
made direct,ly on Ehe form, the Town will pregume
that there are no problems and that the development
can proceed.
These verifications do not relieve the conEractor of his responsibility to obtain a street cut permj"t
from the Town of Vail, Department of Public Works
and to obtain utilitv locations before digginq in
any public right-of-way or easement in Ehe Town of vail. A building permit is not a street cut permit.
A street cut permit. must. be obtained separately.
Installation of service lines are at the expense and responsibility of the property owner.
2.
3.
4.
Single Family
ZONE CHECK
.FOR
Residence, Duplex,
ZONE DISTRICTS
Primary/Secondary
DATE:
LEGAL DESCRI
ADDRESS:
OhINER
ARCHITBCT
ZONE DISTRICT
PROPOSED USE
Subdivision
t
rIONE
VoSrDEd'nAu
Allowed
(30) (33 )Ireight.
Tot,al GRFA
Primary GRFA
Sebbacks FronE
Sides
Rear
Si E,e Coverage
l,andscaping
ReEaining watl Heighbs
Parking
Carage Credit
Drive:
4 z coq ..--:-1"zqq Wqq
2a
t^l
r5 z4rro tlzr"
? st.r
No--Z-
ht bCoQ
Pr{oNE qlo:lA1 Arut
---_\c'
q
permittcd srope L z Proposed srope Zq
complies with T.O.v. l,iqhting ordinance Yes
Wat-er Course Set-back (30) (s0)
Do Finish Grades Exceed 2:1 (50%)YES
Environmen Lal /I{azards :1) Flood Plain
2l PercenL S1ope (< > 30t)
3 ) Geologic llazards
a) Snow Avalanche b) Rockfall c) Debris Flow
4', wet lands
View Corridor EncroachmenL:Yes No,
Does this requesL invuive d 250 riciciiciulr?
llow much of Lhe allowed 250 Addibion is used with ehis
Previous condit.ions of approval (check propert,y f iIe):
Lor srzE z7:l ft.FT.BUTT,DABLE Lor AREA UlA.tC .lg
Proposed Tot.aI
3zt-<"
Exis t,inq
o
o
o
o secondary cRFA lhO+ + a25- =-L%?,41o 4lo
zrd- +425ffi
20,
15',
L5' I
4q4u
3, /6'
I
{lneqra
(300) (600) (900)( L200 )
L0
reques L?
Routcd To:Greg Hall, Public Works
T:frX;il:ffi*:|]li,xlJso.o, RF'D ccr s o es6'
Mike McGee, Fire
Dirk Mason, Community Dcvelopmint
Datc Routed:
Rcturn By:
Project Name:Moncricf - Ncw Primarv/Secondarv
Projcct Addrcss:4788 Mcadow Lanc
Prqcct Lcgal:Lot 4 Block 7 Biuhorn 5th Addition
Projcct Dcscription:Ncw primary/secondary residcncc in East Vail.
Community Development Plan Routing Form
Approved Denied (cite detailed reasons) Xt-npproved with conditions
TvtoSe.,Gf.s Vrr dn,:e.ocr1 e\NO{-i6)5 d,o do.r.5 \o 3gccrrh6n6rfh Allra;1n,&"ThBvy1eK05 agtAletta?Z
Voo tYeQ - ks€Qo:v,<J thre i:ni .fxr rntKlltrcv..'
flees prgvde <latel;cr"ts (cfe,rrrr',pot ero,r^r,"no) Qy lc^/r Swote rnrhG ba(tsoF +ne p@'gt+.
irs ard" aex \Y to drrun ,\ Z"io 'l P7a*9Y
Date rcceived:
Rcvicwcd by:Date revicwed:
Moncrief Residence Exterior Lighting Information
Lot size :22,742 sq. ft.
Maximum # of light sources: I per 1000 sq. ft;
Maximum # of exteriorlights:22
# of lights type name & number bulb size
7 wall mounted Visa # OWl062 40 watt
2 recessed cans Elco # EL71C100 40 watt
Total 9 Exterior lights
Luminous Area of each light
Visa - 19/8 x 4.4: 10.45 sq. in.
Elco - l9l8 x 4.4: 10.45 sq. in.
Initial Lumen Output
Visa - 40 watt bulb:440lumens
Elco - 40 watt bulb:440lumens
Luminance
Yisa - 42.1
Elco - 42.1
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luwn
box 100
nail. colorado 81657
(303) 476-5613
January 15, 1981
Dave Kipper
c/o Austin-Rose Construction -2985 Booth Creek Dr.
Vail, Colorado 81657
Dear Dave:
In response to your questions regarding Lot 4,
5th Addition, it is zoned Primary-Secondary.
square footage is 4,804 sq.ft.
department of community development
Block 7, Bighorn
The all owab'le
APP: df
o
mmunity
pp
Co Development Plan Routing Form
ppro
Routcd To:Greg Hall, Public Works
Teni Martinez, Public Works
Todd Oppenheimer, Public Works
{vlike^McGee, Fire
Rcturn To:Dirk Mason, Community Dcvclopmcnt
Datc Routed:10130t96
Rcturn By:nt06t96
Projcct Name:Moncricf - New Primarv/Sccondarv
Projcct Addrcss:4788 Mcadow Lanc
Proicct Lcgal:Lot 4 Block 7 Biqhorn 5th Addition
Projcct Dcscription:Ncw primary/sccondary rcsidcncc in East Vail
--'
roved Denied (cite detailed reasons) Approved with conditions
:::riiil
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.::.:::::::::::::::.:: : ::::: :::::::::i:i:.ll::::::::l:::::::ii::::::::::::::::::::::::::::::::::::::::::::::l:i:::i:i:::i:::::i::::i:::::
.4
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4 Datc rcceivcd:
Rcvicwcd by:/f/erh,(/Date reviewed://- 7-7 ^/2