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VAIL VILLAGE FILING 6 BLOCK 1 LOT 11 LEGAL
TOWN OF VAIL DEPARTMENT OF COMMUNITYMEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: B04-0075 ko'� —01&v , Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . 04/23/2004 Parcel No...: 210107211017 Issued . 05/18/2004 Project No �lJ c� -0,007 Expires . 11/14/2004 OWNER WHITE ROCK PROPERTIES LLC 12/31/2003 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 APPLICANT Vail Valley Building & Remod04/23/2004 Phone: 970-376-6960 PO Box 296 Vail, Colorado 81658 License: 206-A CONTRACTOR Vail Valley Building & Remod04/23/2004 Phone: 970-376-6960 PO Box 296 Vail, Colorado 81658 License: 206-A Description: ADDITIONS AND REMODEL OF EXISTING RESIDENCE,250 SQ FT ADDITION,LANDSCAPE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: $660,000.00 Add Sq Ft: 370 Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs 0 9 of Wood Pellet: 0 FEE SUMMARY Building------> $3,993.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $6,728.19 Pian Check---> $2,595.94 DRB Fee---------------------> $0.00 Additional Fees----------> $0.00 Investigation-> $o.oo Recreation Fee--------------> $55.50 Total Permit Fee--------> $6,728.19 Will Call------> $3.00 Clean-up Deposit-----------> $0.00 Payments------------------> $6,728.19 TOTAL FEES--------------> $6,728.1.9 BALANCE DUE--------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/05/2004 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 05/06/2004 BGIBSON Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 05/07/2004 is Action: GOND Need Complete PW permit and Fee Revocable Right of Way Permit required. 05/14/2004 is Action: AP See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL RE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIdRA78 OF OV OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 CONDITIONS OF APPROVAL Permit#: B04-0075 as of 02-17-2005 Status: ISSUED Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 04/23/2004 Applicant: Vail Valley Building & Remodeling Issued: 05/18/2004 970-376-6960 To Expire: 11/14/2004 Job Address: 736 FOREST RD VAIL Location: 736 FOREST RD Parcel No: 210107211017 Description: ADDITIONS AND REMODEL OF EXISTING RESIDENCE,250 SQ FT ADDITION,LANDSCAPE Conditions Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.310.9.1 OF THE 1997 UBC. TOWN OF VAIL, COLORADO Statement Statement Number: R050000143 Amount: $80.00 02/17/200510:38 AM Payment Method: Check Init: DDG Notation: Chachere 1766 ----------------------------------------------------------------------------- Permit No: B04-0075 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $6,728.19 This Payment: $80.00 Total ALL Pmts: $6,728.19 Balance: $0.00 ACCOUNT IT"EM LIST: Account Code Description Current Pmts PF 00100003112300 PLAN CHECK FEES 80.00 � � u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit 9::"1j& 970-479-2149 (Inspections) TOWN nF�'�4IL REVISION TO TOWN' OF VAIL BUILDING PERMIT 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Geera Contractor,% / Town of Vail Reg. No.. Contact and Pho a #'s: e?/y ATTENTION: 71R,CHARLI GRE DORIS Contractor Signature: � COMPLETE REVISED VALUATIONS FOR PERMIT Labor & Materials FREVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL' $ For Parcel# Contact Eagle County Assessors Office at 970-328-8640 or visit www.ea le-count .com Parcel,# Job Name: / Job Address: 7 3 e Legal Description Lot: Block: Filing: Subdivision: Owners Name. Address: (—Phone: Architect/Designer: Address. I Phone: Engineer: Address: Phone: REASON FOR REVISIONS: X/r _Az"� 3-tv • 0So Ott**********ieir******************ROUTING INFORMATION FOR OFFICE USE BUILDING DEPARTMENT: PLANNING DEPARTMENT: ROUTED TO: ROUTED TO: DRB REQUIRED: Y OR N DATE ROUTED: MATE ROUTED: Planner Signoff: DATE RECEIVED: , Da eip�ed:_ C%windows\DesktopOFLORES INF01Revised Bldg permit.doc 10/1612002 • • u APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED r Building Permit# Af WNVIVA REVISION TO TOWN OF VAIL BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ***All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved. *�`* CONTRACTOR INFORMATION Genera C,�ntr I fir: Town of Vail Reg. No.: Contact and Phone#'s: �✓ ,/� Ap �6G- ry 6D "9070 ATTENTION: JOE JR HARLIE,GREG,Cys Contractor Signature: COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT Labor& Materials REVISED AMOUNT: $ ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ <�? For Parcel# Contact Eagle County Assessors Office at 970-328-8640 or visit www.ea le-count .com Parol.# Va/a7.2l/D/ [Ebame: /'�®fL, JEEAddress: ?3� b .r arcs Legal Description 11 Lot: 11 Block: Filing: Subdivision: Owners Name: �LAddress: ap dd 1120 Phone iy1LO-f��e Architect/Designer: 114j /� Addre s: dGOf Phone: XI G �G�Yj Engineer: ��� Addr ��s S �a Rw C>` �,T/ �i.► �?tl tC P ne. REASON FOR REVISIONS: c/lr,v etAWa G Q,�qhs ons _S' /vG 11, Work Class: New( ) Addition M Remodel 04 Repair( ) Demo ( ) Other( ) Work Type: Interior( o) Exterior Both �][Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( } Two-family 4 Multi-family{ ) Commercial( ) Restaurant( ) Other( ) JNo. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/T a of Fire laces Existin Gas Appliances ( Gas Los WoodlPellet Wood Burnin FNo/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes (>q No( ) Does a Fire Sprinkler System Exist: Yes ( ) No FOR OFFICE USE ONLY ;Other:Fees Occupancy Group Accepted B Type of.Construction [ Date Received _ Y F:lcdevlFORMSIPermitslBuilding\building_revision_11-23-2005.doc Page 1 of 2 12/8/2005 � � u Questions? Call the Development Review Coordinator at 479-2128 TOM*ViIEdBu Nino Permit Submittal Checklist Department of Community Development Project Name: 23 Project Address: ? ✓ This Checklist must be completed before Bui/dinPermit gRplkation is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi-Family complex ❑ Complete site plan submitted (4) ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan (4) included (refer to Public Works checklist) No dumpster,parking or material storage allowed on roadways and shoulders without written approval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ❑ Window and door schedule ❑ Full structural plans, including design criteria (ie.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection Q ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown I have read and understand the steel submittal requirements: Applicant's Signature: Date of submittal: OC Received By: F:\cdev\FORMS\Permits\Building\building_revision_11-23-2005.doc Page 2 of 2 12/8/2005 TOWN OF VAIL • DEPARTMENT OF COMMUNITAEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit #: B04-0075 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 04/23/2004 Parcel No...: 210107211017 Issued . .. : 05/18/2004 Project No Expires . ..: 11/14/2004 OWNER WHITE ROCK PROPERTIES LLC 12/31/2003 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 APPLICANT Vail Valley Building & Remod04/23/2004 Phone: 970-376-6960 PO Box 296 Vail, Colorado 81658 License: 206-A CONTRACTOR Vail Valley Building & Remod04/23/2004 Phone: 970-376-6960 PO Box 296 Vail, Colorado 81658 License: 206-A Description: ADDITIONS AND REMODEL OF EXISTING RESIDENCE,250 SQ FT ADDITION,LANDSCAPE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: $660,000.00 Add Sq Ft: 370 Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 FEE SUMMARY Building------> $3'993.'Y5 Restuarant Plan Review--> $0.00 Total Calculated Pees--> $6,648.19 PlanCheck---> $2,595.94 DRB Fee---------------------> $0.00 Additional Fees----------> $0.00 Investigation-> $o.oo Recreation Fee--------------> $55.50 Total Permit Fee--------> $6,648,19 Will Call------> $3.o0 Clean-up Deposit-----------> $0.00 Payments------------------> $6,648.19 TOTAL FEES--------------> $6,648.19 BALANCE DUE--------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/05/2004 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 05/06/2004 BGIBSON Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 05/07/2004 is Action: GOND Need Complete PW permit and Fee Revocable Right of Way Permit required. 05/14/2004 is Action: AP See page 2 of this Document for any conditions that may apply to this permit. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT SFR BUILD PERMIT Permit 9: B04-0075 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 04/23/2004 Parcel No...: 210107211017 Issued . .. : 05/18/2004 Project No Expires . ..:Expires . ..: l1/14/2004 APPLICANT Vail Valley Building & Remod04/23/2004 Phone: 970-376-6960 PO Box 296 Vail, Colorado 81658 License: 206-A OWNER CONTIGUGLIA, R. . - KLEIN, 04/23/2004 Phone: - MISHELL BARBAR D. ,� f 4545 FAgS NINTH AVE SUITE 350 DENV9R CO 80220 y 6ti' License: �.A CONTRACTOR Vail Valley Building & Remod04/23/2004 Phone: 970-376-6960 PO Box 296 Vail, Colorado 81658 License: 206-A Description: ADDITIONS AND REMODEL OF EXISTING RESIDENCE,250 SQ FT ADDITION,LANDSCAPE Occupancy: R3 Single Family Residence Type Construction: V B Valuation: $660,000.00 Add Sq Ft: 370 Fireplace Infoi-mation:Restricted:Y #of Gas Appliances: 0 #of Gas fogs: 0 #of Wood Pellet: 0 FEE SUMMARY Building------ $3,993.75 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $6,648.19 Plan Check---> $2,595.94 DRB Fee---------------------> $0.00 Additional Fees----------> $0.00 Investigation-> $0.00 Recreation Fee---—---------> $55.50 Total Pennit Fee--------> $6,648.19 Will Call------- $3.00 Clean-up Deposit-----------> $0.00 Payments------------------> $6,648.19 TOTAL FEES----—--------> $6,648.19 BALANCE DUI:--------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 05/05/2004 JRM Action: AP Item: 05400 PLANNING DEPARTMENT 05/06/2004 BGIBSON Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 05/07/2004 is Action: COND Need Complete PW permit and Fee • 0 Revocable Right of Way Permit required. 05/14/2004 is Action: AP w*w******************wwwwwwwwwww*w*wwwrwwww*wwwwwwrwwwwww*wwww*w**www**ww*ww**wwwwwwww****w*a**w*******t*►***w**w******************************** See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all 'town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVA Y O a4 1 9-2149 OR AT O FFICE FROM 8:00 AM-4 PM. SIGNATURE OF OWNER OR CON" FOR FOR HIMSELF AND OWNER PAGE CONDITIONS OF APPROVAL Permit#: B04-0075 asol'05-18-2004 Status: ISSUED Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 04/23/2004 Applicant: Vail Valley Building& Remodeling Issued: 05/18/2004 970-376-6960 To Expire: 11/14/2004 Job Address: 736 FOREST RD VAIL Location: 736 FOREST RD Parcel No: 210107211017 Description: ADDITIONS AND REMODEL OF EXISTING RESIDENCE,250 SQ FT ADDITION,LANDSCAPE ** **** ****� ***** *** **********m* x****** * Conditions Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE_.. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.310.9.1 OF THE 1997 UBC. FROM FAX NO. _ •Apr. 21 2004 09:06PM P5 IJ ❑0::1�F APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN Project#.,_� e?.SO�-odO 7 t3u11d1n Perm7S t ?, o GP 26 S.Frontageral Rd. I Io a lu of anfc c.l Vail,Colorado 81W7 CONTRACTOR INFORMATIom Town or Veil , Re .No: 1/ ( � �y C act and ho #s. Ems1I dddrvae• a" "° - 3 - L Conbactor Signature: COMPLt VALUATIQN�FOR RUILDIN 13 pERIIr2R Labor$M9atar[ale BUILQING:3 ELECTRICAL $ ,ZS O� pTHER:$ PLUMBING,S Q�--- MECHANICAL:$ TOTAL:,; �a � ForPerreel►�Contact Es /e COUnlyAssessoft oft*a1870-328-88#0 or visitNINE a Dunt .cam Job=w. t �� Job Address: TG Legal004crlptlen Lot: f Bbtk: Flung: l Vt1l 11 gubdlvlelon:V a() V c Owns m l rr. 1i ` Addreaw /�') Phone; ArC ' pesign A kAwv\ dress11 /9 L Engineer: l 0 77 -gS-79 Address P iJeteliod deecrittion ofwork: � ° 551:z \/ O 3� _V\-+ _ W4r'k 01816: New( ) Addition Rernodei(j() Ropalr S ) Demo( ) 011ier( ) Wom Type: interior( > Exlerlbr{ ) E3eth Apes an t HU exist at lnls)oca4lon Yes; 9 NC ) l Typo orEldp,: Single-t. mt y( Two-ramity( ) MultFfamlly( ) ComrWrlal{ ) ReMaursnt �+� Y Other t0ec r i No.of E>48tin8 Qvwalilr Unils in t16bulldi cdnr�wv�{ nD No.of Accommodation Unrw In this building. 1 Noll a of FIre laces Exlatin Gas llane8s Gee Los Wo r pellet Wood Burnin Nell a of Fir Iao Pro Deed:Gas ollances Gas L s WoadlPellel Wood Bumin NCTALLOYVi�O Dose a Fire Afarrrl Exist: Yes ) No{ y Does a FEra 5prinkier system Ekisw Y"( ) No r+rr+�wr�rrrrrrn��++�r..rK.w�ir�.wwFOR OFFICE USE ONLY"" iY...r�M�MY�Y W Y Y.e...trNM1t�Y r- ;::IUwnlceOv�cOR MStPERru4rSl®LOGFERIA.noc ozroarzoae ���C) FRC'MFAX N0. : pr. 21 2004 09:07PM P6 Rfvr . 2l] 2004 fi: 2Si�h slliam Reelock firchitect 30 3 0604 p. 2 Questlons? CRII the BUllding Team at 479-2325 Permit Department of Qorrinr y Develppmenit Project Nam*: __ ��L�_ G�Co r✓ �� ----------------- Project --__ ________Project Address: 1 e Al pages of applicatlon Is complete e Hes OFS approval obtained(it required) Provide a oopy of approval form e COndaminlum A99odatlon letter of approval attached If pro)eot Is a Mulfl-Famlly complex a Complete silo plan submitted a Public Way Permit applipellon Induded if eppllcable(refer Ic Public Works checklbt) e Staging plan Included(reftyr to Public Works chta M41) N r k1 a r I al1QV2d on roadways and RIJIderm withoutt wEltillaI Aggro C91 e Asbestae ted and reaulla submitted tf damolltlon Is oorurring E Arrhltect atarnp and signature(All Commercial and Multi family) a Full floor piens including building sections end elevarions(5 sats of plans for Multi-Family and Commercial Sulldires) a Window end door mhodule a Full stNoturai plans.Induding d"pr criteria(Le.loads) e f1tructural Englneer stamp and slgnalure on structural glens(All Commercial lend Multi Farrtily) e Solla F bport must be submitted prior to fool irrapectlon e Firs resislive aasemblles speOaci and penelrelicna jr4lcated e Smoke detectors shown on plane a Types and ausintity of flreplaees si)own Appllcent'e Signature. ------------- Date of submittal: Received By; F-"UWrs+CdGV�FORMSPEIgMf %BLOGPERM.DOC ovuarzona FROM FAX N0. pr. 21 2004 09:07PM P7 9pr. 2Q 2004 Gt25PM liiam Remlock nechitect 30 L 73 OG04 P. 3 AN V2' IIJJIi AU1 LDI NO PERIMI T I SSUANCE Ti ME ERAME If this permlt requires a Town of Vail Flre Department Approval. Engineer's(Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the astimated time for a total nevJew will take es long as throe (3) weeks. All oammercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, If residential or smeller praede impact the various above mentioned departments with regard to neuessary review, these projects may alga take three(3) weeks to review and approve. Every attempt will be made by this department to expedite thls permit as soon as possible, 1, the undersigned, urderiAand the plan check procedure and time frame. I also understand that I the permit Is not picked up by the explmdon dale, that I must still pay the Alen check fee and that If I fail tc do so It may affect future permits that I apply for. Agreed to by: Print n Signature Project Name: Date: y u F:�U MnlodsrlFdRM$u'ERAM1I T618L00 RERMAOG 02/3312004 FRAM FAX N0. : pr. 21 2004 09:08PM P9 F;pr , 20 2004 G: 2GPM 9i 11iem Res IQak Rrchitect 303 3 8G04 P, g l� TOWN�YAIL WHEN A "PUBLIC WAY PERMIT" IS REQUIRED REAW FF-AD AND CHECK CPF EACH OF THE FMOWI NG QUESTIONS REGAVING THE NEED FOR A `PUBLIC WAY PllRYIT': 6 Is this a new residence? Y6NO,�<- e does dernoiition work being performae require the of the Right-cf•Way easements or public prowy? YES_ N0 _ 9 Is any 01ty Work ne9ded? YES '�L Np e Are thOM any improvements I;eIng done to the drhrewey 7 YES 7` No �/ a Is a different access needed to the Me other than the existing driveway? YES__ NO 1`. e is anydralnage work ping done that affect®the Right-of-Way,easements,or public property? YES_ NO e IC a"Revocable Right-oi-Way Permit"required? YES---Y,'- Np e Is thePym hi��ay, easement¢or public property to be used for staging, parking or fencing? If answer is ND,is a parking,etaging or fencing plan required by Publk Works? YEa--__ NO-- If you answeredYES to any of the&O queslions, 5"Public Way Permlt"muot W obtained, 'Public Way Pormit'applications may be obtained at the Public Wor<,$ofilce or at community D0ve10prr4M (a aGII is attoohed). If you have any quaeWns please cell Leonard Sandoval In Pubilc Warlm at 478-2168. ;� HAVPE- AN LL THE AWV5 QUMMONS. —Vai/ le,52e SAV1114111r Contractor Slgre ynpany Name Job or Proja&Nome: �7L"L4 Date Signed: � F:1UDMII.daNKORMS%P6RMIT80LDGPERN DOG OZT rMU4 F:/ewryrQ+e lfamslt>rdoerm� FROM Wpr, �❑ 4004 E: 2�Jr'rFAX NO. : (Apr. 21 2004 09:04FM P2 ' �l ] l tem Rrslack Flrcr,itect 3Q„ 73 0C94 p. 7 TM LP VAU PUBLIC W13RKS Allin TuEpUILIC Y_EERMLT R C How!t relater to Bulld)ng Permits: Fill out the attached check list rilh thg B�jldsg parmit__Aogjl amt If yea was answered to any of the queatlons then a 'Public Way"pt:rrnil i3 required. You can pick up an application at elthor Community Development, located at 75 South Frontage Load or PUNIC Works, located el 1309 Elkhorn Drive, Notice sign.-offs for utility compSnles. ALL udlllles must Held vorlty (locate) respoctivs Utilitlea prior to signing application. Soma utlllty aomprenies require up to 45 hours notice to schedule a locate. A conetructlon trafflc control/staging plan must be prepared on a seperals sheet of paper, An approved site plan may also be used. This plan will show iocatlorla of all traffic controi devices (signs, cone,,, etc,) and the work zorte, (Arse of construction, staging, etc,). This plan will expire on November Ist and will need t>a be resubmitted fat coneidoration for approval through the winter, Be aware that your resubmission for wiler may be denied damr4ing on the location of construction. Sketch of wort( being performscl must be submitted Indicating dimensions (length, width end depth of work). This may to drawn on the traffic control pian or a site plan for the job. Submit completed application to the Public Work's office for review, If required, IcCWeS will be scheduled for the Town of Vail electricians and irrigetlon crew. The locates take place In the moming, but may require un to 49(hours to perform, The Publio Work's Conetruction Inspector will review the appllration and approve or deny the permit. You will be oontr 9d og to the status and any requlrernents that may be deeded, Moat permits are released within 48 hours of being reWived, but please allow up W one(1)week to process, As soon as the permit is approved, the Building Department will be notified, a"Ing the 'Building Permit" to be released. Please do not aohfWe the 'Public Way hermit" with a "Building Permit', NOTE: The above process to for Work in 0 public way ONLY, Public Way Permits are valid only until November 15th. A now Public Way Permlt Is required each year If work 16 moll COmpfete. Ro-appllcatlon each November 15th does not moan an eutamatic renewal. I hav�rq u �nd the Bove. $IgnatUrs Oete Signed - - F.Iu80ro4cdevFaRMS1PERM}Tg�g� PEAVooC G�o>�aoa FROM FAX N0. _ _`• 4,W;r. 21 2004 09:35PM P3 TOW OF Vla DPW D ER IN IRE U i PleUe rood and check off each or the items bellow.- The elow:The Town of Vail Building Department has developed the foilowin P 9 proMdures to ensure that new construction sites have adequately establishes{ proper drainage from building sites along and $decent to Town of Vail roads or streets, a The Town of Vail Public Works Department wjll be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts al BOONs polrrts from the rood or street onto the construction site. SUch oplorovel must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any ocher inspection. Rease call Leonard Sandoval at 479.2198 to request an Inspection from the Public Works Department. Allow a minimum of 24 hour notice. a Also, the Town of Vail public Works Department will be approving all final drainage and cufvert Installation with resulting road patching as nw rY• Mach approval must be obtained prior to any Final f issuance, Agreed to by: ��e' �l Print 89nature Njeot Name; J Date signed; f F,1U®yral ZWFORM.WERM'7,S BL 00 PERM,DOC c�,o�zoa FROM FAX PaO. A&Apr. 21 ;•, W� LUV Uy �,1, 1 J 118111 K R S 1 0 C K I`iremiLe6t JUW'?3 S8420B4 09:04PM P1 0WN IIZ' Ia MAIgg JAL S7oRAgg kND C9NMUCTION R_ RKING Please read and check off each of the Items below. (C�Opios Cf Complete text are Oraiiable upon request) C0095-2-10: OtcPOSITS ON PUBLIC WAYS PROHIBIYED o Unlawful deposits: Subject to subse0ion C thereof, it ie uniewful for any perapn to filter, troo a- d®pOSIt, or cause to be Iltfered, tracked or depostred, sand, gravel, rocks, mud, dirt, snow, ice, or any otfw deble cr materlei upon any street,sidewalk, allay or pu"iC place,or any portion hhnreof. e Notice; Abatement: The Oir®dOr of PUbllc Works may nottry and require any person who vzlates or causes another to violate the provision of subsection A hereof, or who hes In the Director's employment a person who violets'or causes anothor to violate the same,tap remove auvh tend, ctor's rocks, mud, dirt, snow, toe or any other debris or material within twenty four (24) hours alter receipt of said notice by the Dvsdor of Public Works. In the event the person so notified does not comply with the notice within the period of time tweln specJfled, the Dfreetor of Publlo Works, or olhiw authorized egart, may cause any such end, gr>aval, rtxks, mud, dirt, snow, ka, dabda or any other material to W remov from any street or alley at the expense of the notified. ed s Summons and Penalty: As an albnative to the retice for rsmoval provided In subsection 8 above any person who violets or eausm another to violate the same. May be Issued a surnmone to appear befc►e trio Munlctpel Court of the Town for 600 violations, and upon beirrg found guilty Of a violation hereunder be punished as provided In Section 1-4.1 of thin code. e Notice and penalty: It Is uNgwful for any person to fall or refuse to Comply with the notice of the Dlnwtor of Public Works as provided In subaecdon B hereof, and any such person shall, in addition to payment of the expaneb Of rgrhotial Incurred by the Oin!) for of Public Works,eS provided in subsection 8 hereof, upon being found guilty of a violation hereunder, W punl9heble as provided In Section 14-1 of this Code. (1997 Coda: Ordingnes 6(1979). CODEa 7.3A•1 AND 7.3A-3: PARKING 098TRUCTI Nd TRAFFIC 6 IMPOUIY13ME-NT AUTHORIZED 9 fro P8r$on shall park any YOWo upon a Street or at any other place within this Municipality In such a manner or under guilt condhlons as to Interfere with the frees movefnent of vehloa r traffic or proper atresl or highway maintenance. (Ord.2(1968)§1) e Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of e atre&t or upon any plWW within this Man;cipWity in such a manner as to Constitute a violation of any Wdion of thisArdde, or Ieft unattended For a perlod of twenty four(24)hours or more and presumed in be abandoned under the oondltlontr Preacribed by Cotoredo Revised Statutes macron a�4-11172, es amended, the officer shall require the vehicie to be removed or cause it to be removed and pta�d In storage lr the MMMst 9areAe Or ocher olaoe of Safety desigroted or maintained by this Munlcipptacand the charges for to%ing and storage of such vehicle shalt bo charged to tho owner of the vehicle it addhitm to a ten dollar($10) tmpoundnlent charge. (Ord.2(191313)§ 1 Ord. 28(1991)§ 1) [have OW and will comply with the abrne ccKkpmviaian,. y Pbsition or Rclarimsbip to project; Signature �61�iJSFOS�31PEAlA(T3�pl Mr�g_..�y�..^QC P./avuyppdbL b1dpe:rj7 021(+32004 Design Review Board ACTION FORM Department of Community Development TOA OF VAIL 75 South Frontage Road, Vail,Colorado 81657 tel:970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: White Rock Properties DRB Number: DRB040007 Project Description: ADDITION (includes 250 and Interior Conversion) Participants: OWNER CONTIGUGLIA, S.R.. - KLEIN, 01/12/2004 Phone: - MISHELL, BARBAR D. 4545 EAST NINTH AVE SUITE 350 DENVER CO 80220 License: APPLICANT WILLIAM RESLOCK 01/12/2004 Phone: 7233 E COS-ELLA PL CENTINNIAL, CO 80112 License: Project Address: 736 FOREST RD VAIL Location: Unit B Legal Description: Lot: it Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 210107211017 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 04/01/2004 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building, Please consult with Town of Vail Building personnel prior to construction activities. Cond: CON0006343 The applicant shall revise the site plan with the building permit application such that the bench between the boulder retaining walls is a minimum of 4 feet in width. Cond: CON0006344 The applicant shall submit stamped approved drawings from a licensed PE for the boulder retaining walls over 4 feet in height with the building permit application. Cond: CON0006345 The applicant shall submit a construction staging plan with the building permit application. Repairs to water and sewer lines in the spring/summer of 2004 may make construction access difficult, Planner: Bill Gibson DRB Fee Paid: $300.00 LA-nft SEP 17 2004 1 : 12PM��KRM CONSULTANTS INC 9709491577 p. 2 ,oB 404-16 736 REST ROAD KRM CONSULTANTS, INC. SHEET No. 1 of 1 P.O. BOX 4572 CA=LATm BY JOE DATE 09/15204 Vail, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCAB 3/4" = V-0 Fax (970) 949-1577 , , nu 2x6 STUDS 0 16" O.C. W/ s CONTACT ENGINEER W 1/2" PL.YWD. OR OSB FINAL T.Q.W. ELEVATIONS SHEATHING 1/2" 0 x 10" A.B.'s 0 48" O.C. �Rp0 R�G��. IN CONT, TREATED 2x6 R 4`�?�10904 0.� l� 06 VERIFY 231 • T.O.W. Imp II •*a. °I ��. STONE VENEER ��d����iii ` Nit • �'\ �� PER ARCH. �,�� d` ,y CONT. L 4x4x1/4 W/ 1/2" EXP. MAT'L, TYP. 1/2 0 x 4 EXP. ANCH. s 0 24" O.C. �`A 4 ° 4" CONC. SLAB PER PLAN 100'-0 #5's VERT ® 16" O.C. d 4 T.O. SLAB �yf #5's CONT. HORIZ. 0 16" O.G. #5 DWLS x ® 16" O.C. Cy ° a 6 ° (2)-#5's CONT. HORIZ. 06 96'-8 TOP & GOT. T.0.F. 004 PERIMETER DRAIN PER S„ SOILS ENGINEER 1 14 7r- SCALE: 3/411 = 1'-0" S 7-1rFkCAL aTAtP. WALL n1✓'Ti4tL_ joB 0404-16 734&OREST ROAD KRM CONSULTANTS, I C. SHEET NO. 2 OF 3 P.O. Box 4572 CALCULATED BY JOE DATE 07/02/04 Vail, Colorado 81658 CHECKED BY KRM DATE 07/02/04 (970) 949-9391 SCALE 3/4° = 1'-0 l-ax (970) 949-1577 i �Dl�ll TYPICAL FOUNDATION WALL DETAIL @ GARAGE AND SURROUNDING AREA 2x6 STUDS @ 16" O.C. W/ f 1/2" PLYWD. OR OSB SHEATHING -o;Y 2379 1/2" 0 x 10" A.B.'s @ 48" 0.C. Al IN CONT. TREATED 2x6 fE -- JUL 2�Q4 100'-6 1/2" EXP. MAT'L, TYP. T.0.W. II a 4" CONC. SLAB PER PLAN al STONE VENEER !�i�� \�T y L na SLOPING T.0. SLAB PER ARCH. CONT. L 4x4x1/4 W/ 1/2" 0 x 4" EXP. ANCH.'s \AlF @ 24" O.C. � (1)—#5 CONT. HORIZ. @ MID—HT. a #5 DWLS. x 2'-10" MIN. #5's VERT @ 16" O.C. @ 24" O.C. EPDXY INTO 4" 4 27 (E) BEDROCK a a (2)—#5's CONT. HORIZ. TOP & BOT. VERIFY B.0,W. J -- PERIMETER DRAIN PER SOILS ENGINEER (E) BEDROCK SHOWN THUS PRE—DRILLED 3/4"0 x 5" HOLES IN (E) BEDROCK 1 SCALE: 3/4" = 1 '-0" S JOB 0404-16 7 OREST ROAD KRM CONSULTANTS, NC. SHEET N0. 3 OF 3 P.O. Box 4572 CALCULATED BY JOE DATE 07/02/04 Vail, Colorado 81658 CHECKED BY KRM DATE 07/02/04 (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 TYPICAL FOUNDATION WALL DETAIL @ COLUMN PILASTER 2'—0„ 3" CLR. VERT. REBAR AND >DWLS. PER DETAIL 4" TYP. 4 •° 3/S2 (DATED 6/28/04) O. ° 4 o '4 4 ° i 4 v v CV Q a —————— v 4 'j, 4 4 � • 4 ° 4 a ------ �QpO RE��s 2'-1" o ..,.. l� n o� .���Y �, �.• yam, 23199 8 „ T EAG (4)—#5's VERT. AS SHOWN JUL 2 2004 4 4 I I 1------� � I I VERT. REBAR AND >- II II DWLS. PER DETAIL it II 3/S2 (DATED 6/28/04) i II II -- ------- 4 liv 4 EPDXY INTBEDROCK IN. 2'-1 I #5's x cSPACED II 4 d ° 16” O.C. VERT. II II q IJ 2 SCALE: 3/4" = 1 '--0" S f KRM CONSULTANTS,�C. SHEET Na 040416 73�OREST o0AD3 P.O. Box 4572 CALCULATED BY JOE DATE 06/28/04 Vail, Colorado 81658 CHECKED BY KRM DATE 07/02/04 (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949---1577 TYPICAL FOUNDATION WALL DETAIL @ WINE STORAGE AND ENTRY HALL AREA . a a 4" /4" CONT. TREATED 2x12 #5's VERT @ 16" O.C. DRIVE PINNED @ 16" O.C. _ 100'-6 T.O. PLYWD. 3/4" PLYWD., TYP. #5 DWLS. x 2'-10" MIN. ° © 16" O.C. EPDXY INTO (E) BEDROCK ° 11 7/8" BCI's PER PLAN #5's CONT. HORIZ. © 16" O.C. (2)—#5's CONT. HORIZ. VERIFY r e TOP & BOT. B.0.W. J PERIMETER DRAIN PER (E) BEDROCK SHOWN THUS SOILS ENGINEER PRE—DRILLED 3/4"0 x 5" HOLES P�0 REGIS TF IN (E) BEDROCK Y 23199 ON JUL 2 204 3 SCALE: 3/4" — 1 '-0" S2 AUG 06 2004 11 : 2GnM KRM CONSULTnNTS INC 99491577 P. 2 KRMOONSULTA*NTS, INC. (570)949-9391 P.O.BOX 4572 (FAX)949-1577 ` VAIL,COLORADO 8165$ elzv RECORD 80q - 0675 DATE: 8/512004 JOB NUMBER: 0404-16 PROJECT: 736 Forest Road Town of Vail ❑ RFI ❑ MEETING NOTES ® RESPONSE UJ_ "] At the request of Alan of Whitercck Development,we have reviewed and approve the following: -A new concrete wall running north-south will be constructed below an existing wall at the south and of the house, on the east side of the media roam. The existing concrete wall to be left in place has a top of wall= 112'- 0 and an approximate bottom of wall= 107'-0. The new concrete wall will be constructed between the bottom of existing wall and the top of the existing bedrock at the foundation level. Place#5 rebar dowels x 3'-4" long in predrilled V4"O x fin holes @ 16"o.c, in the existing bedrock. Epoxy the rebar in place. -Where the rock is near horizontal, drill the holes and place the rebar dowels at vertical. Where the rock is sloping, drill the holes and place the rebar dowels at a diagonal or horizontal angle. -Verify the final layout of the wall and rebar dowels with engineer so wall construction detail can be issued. If you have any questions, let us know. SIGNED: COPY T0: C� g� �� Josepori t' R IEWED:k I AA, Iwm -1 Kimberly R. McG ee, PE, C R E C V AUG 06 2004 11 : 26RM KRJCONSULTRNTS INC 9746491577 P. 1 i r K R M CONSULTANTS, INC. P.O.BOX 4572 FAX 94By137 T VAIL,COLORADO 818N FAX TRANSMITTAL �G E 4 v E 0 DA-M: l u b FAX TO: 1. NAME Maa r 3. NAME, COMPANY 14 COMPANY FAX FAX 2 NAME I I 4. NAME COMPANY a'�. COMPANY FAX 5�` FAX PROJECT. JOB NUMBER: WE TRANSMIT HEREWITH THE FOLLOWING ITEMS(IN ADDITION TO THIS TRANSMITTAL: #PAGES: DESCRIPTION: /74 ' aY' REMARKS: , a. Z,� r SIGNED: RE: Deevy Subject: RE: Deevy From: "Jerry Oliver" <Jeny@GoodmanWallace.com> Date: Fri, 13 Oct 2006 15:29:16 -0600 To: "'Wendell Porterfield"' <wbrucep@vail.net> Yes. Original Message----- From: Wendell Porterfield [ mailto:wbrucep@vail.net] Sent: Friday, October 13, 2006 3 :29 PM To: Jerry Oliver Subject: Re: Deevy Thanks I am assuming that what you sent was signed Wendell Jerry Oliver wrote: we just faxed it to the Town of Vail. Here is unsigned copy of what I sent . -----Original Message----- From: Wendell Porterfield [ mailto:wbrueep@vail .net] Sent: Friday, October 13, 2006 3:23 PM To: Jerry Oliver Subject: Deevy Jerry Can you let me know where we are on the ToV letter, my guys need to get it in today Wendell. I 1 of 1 10/13/2006 3:42 PM RE: Deevy Subject: RE: Deevy From: "Jerry Oliver" <Jerry@GoodmanWall ace,com> Date: Fri, 13 Oct 2006 15:25:10 -0600 To: "'Wendell Porterfield"' <wbrucep@vail.net> We just faxed it to the `town of Vail. Here is unsigned copy of what T sent. -----Original Message----- From: Wendell Porterfield [ mailto:wbrucep@vail.net] Sent: Friday, October 13, 2006 3 :23 PM To: Jerry Oliver Subject: Deevy Jerry Can you let me know where we are on the ToV letter, my guys need to get it in today Wendell E Content-Type: application/ms FMondagron Ltr 10-10-06.doc Content-Encoding: base64 1 of 1 10/13/2006 3:41 PM Ma 09 2006 [-Tro'VVN 0 $ 206 y, Y OF VAI Charlie Davis, Chief Building Official Town of Vail 75 S. Frontage Road Vail,Co. 81657 Town of Vail OFFIr' ', m �,.} UN Mr. Davis, ®® The following is the timeline of information and responses in regards to the work at 736 Forest Road, otherwise known as Whiterock Properties project. • Meeting with John Goodman, Bill Gibson, and JR Mondragon • Copy of an email from JR Mondragon to Alan Goncharoff of Whiterock Properties dated 3/20/06 10:24 a.m. • Letter date 3/24/06 from Goodman and Wallace stamped rec'd 4/10/06 • Copy of fax sent to Alan G. requesting inspections be called in for 736 Forest Road. Dated 03/24/06 3:44 p.m. • Copy of fax cover sheet dated 04/11/06 to Alan G , asking to re-reply as the fax Alan G had sent cannot be located. • Copy of email sent from Goodman and Wallace dated 4/27/06 11:03 a.m.. (Carrie Lynn) • Copy of email sent from Goodman and Wallace dated 4/28/06 5:40 p.m. I have not responded to the last 2 emails from Goodman and Wallace. *Copy of email sent to Charlie Davis dated 05/05 /06 Action I , JR Mondragon have taken, besides the copies of faxes and emails noted.. I have posted my business cards on both doors of the property, I have spoken to Mr Ken White , the realtor selling the property, he in turn gave me Mr.Goncharoff` s phone number and email address. I am in the process of responding to Mr. Goodman's fax dated 5/5/06 Thank You Sincerely JR Mondragon Town of Vail MAY-05-2006 17 14 GOODMAN & WALLACE 920 926 5009 P.01/03 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law Alpine Bank Building, Suite III 0069 Edwards Access Road, P.O. Box 1886 Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5001 www.goodmanwallace.com To4M1tC°1 of Vail PY 0 F F; John D. Goodman FACSIMILE COVER SHEET To: Charlie Davis Chief Building Inspector Town of Vail Fax Number: (970)479-2452 From: John D. Goodman Date: May 5, 2006 Re: Deevy v. White Rock, et al., Eagle County District Court Case leo. 06 CV 149 Total number of pages including this one: 3 If you do not receive all pages, please call immediately. COMMENTS: cc: Mr. and Mrs. Brian Deevy CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient,or the person responsible for delivering it to the intended recipient, you ttre notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. If you have received this communication in error, please natify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. MAY-05-2,006 17:15 GOODMAN & WALLACE 970 926 5009 P.02iO3 - i • GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Torn of Vail Telephone: (970) 926-4447; Facsimile: (974) www.goodmanwallace.com -, ; %' Fri John D. Goodman May 5, 2006 Via Facsimile (970)479-2452 Charlie Davis Chief Building Inspector Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Re: Deevy v. White Rock, et al., Eagle_Couunty District Court Case No. 06 CY 149 Dear Mr. Davis: Previously we have contacted you, Mr. Gibson, and Mr. Mondragon with respect to problems at the above-referenced residence. I was informed during a meeting with Mr. Mondragon and Mr. Gibson that there are changes on-site that were not per the plans approved by the Building Department and not per the plans approved by the Design Review Board. To my knowledge, nothing has occurred to date. Mr. Mondragon indicated that he was going to "red flag"the property and not issue a certificate of occupancy. We have initiated litigation in Eagle County District Court, however it appears that more could be done with respect to the Town of Vail than allowing a property to be left in the condition which it is, together with an expired building permit held by a company which has been dissolved by the Colorado Secretary of State. We have informed you of numerous on site MAY-05-2006 17:15 GOODMAN & WALLACE 97Qk "'� j 009 P.03/03 conditions which are either dangerous or noncompliant yet have been unable to gain your cooperation in assisting Mr. Deevy in protecting his rights under the town code. I would like to call a meeting with yourself, the town manager and the town attorney at your earliest convenience to discuss what can be done to encourage your office to act, short of tion. if I cannot get some including the Town of Vail in this litigation, assurance from you that aan held c temporary certificate of occupancy or certificate of occupancy Y he until such time as full will be compliance has been addressed, we may need to proceed in that regard. i look forward to hearing from you. Very truly yours, GOODMAN AND WALLACE P.C. �b . �Mft-,a4 John D. Goodman (Dictated but not read) JDG/crp cc; Mr. and Mrs. Deevy Deevy/Mavis ltr re permits GOODMAN AND WALLACE P C s Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com John D. Goodman March 24, 2006 Via Facsimile (970) 479-2452 and (970) 479-2157 Charlie Davis, Chief Building Official JR Mondragon, Senior Building Inspector Bill Gibson, Planner APR Matt Mire, Town Attorney Town of Vail WN of:f VAtiL 75 S. Frontage Road, West T( Vail, Colorado 81657 Uv Re: Re: 736 Forest Road > c /6U Dear Gentlemen: This letter is to confirm our meeting one week ago. At that time I presented to you documentation with respect to ongoing activities at 736 Forest Road, and lack thereof. While 1 understand that it is not the job of government to enforce private covenants, it has been our experience during the last twenty years in Eagle County that municipalities, including the Town of Vail will not grant approval for plans if there are private covenants which require the consent and approval of a neighbor. As you are aware this office represents Brian Deevy and Caryn O. Deevy with respect to 736 Forest Road, West half, together with their undivided 50% interest in and to Parcel C, a portion of Lot 11, Filing Six. I have presented to you the fact that there are recorded covenants including but not limited to Protective Covenants of Vail Village First Filing, Eagle County, Colorado, recorded in Book 74 at Page 171 of the records of the Eagle County Clerk and Recorder; the Townhouse Declaration for Lot 11, Block 1, Vail Village Sixth Filing, Town of Vail, recorded as Reception No. 196700 in the records of the Eagle County Clerk and Recorder and an Agreement dated December 3, 2003 recorded as Reception No. 923051, July 18, 2005. Further, I have brought to your attention that the entity White Rock, LLC, owning the east one-half of 736 Forest Road, is a dissolved Colorado limited liability company per the records of the Colorado Secretary of State. Too, the contractor, Vail Valley Builders and Remodelers, LLC, a dissolved Colorado limited liability company doing business as Vail Mountain Builders and Remodelers, LLC, a dissolved Colorado limited liability company are no longer valid Colorado entities. Finally, I brought to your attention that the building permit issued to the contractor has expired. ron-m of Vail Important features of the Covenants, include but are not limited to that completion of projects m ust o ccur w ithin t welve ( 12) in onths a s w ell a s approval in ust b e o btained f rom t he neighboring owner. In this instance I have presented evidence to you that the plans which were submitted to the Vail Design Review Board and to the Vail Building Department have been substantially modified and have not been approved by Deevy, have not been approved by the Architectural Control Committee for the neighborhood, the Vail Design Review Board or the Vail Building Department. I have asked you on numerous occasions to visit the site to determine both compliance with the approved plans, as well as verify that the as-built conditions differ from the plans which you approved. I ha ve s bowed you nu merous p hotographs indic ating o pen t renching, una pproved do ors, drainage modifications and the like. I have also indicated to you on numerous occasions security lines, telephone lines, fire alarm lines have been cut. Most recently we have been provided evidence that these lines have been destroyed intentionally. Finally, the owners and/or their agents have shoveled I l feet of snow and ice off the roof onto the patio of our clients destroying furniture and snow melt systems. I have not heard a response to my letters or phone calls. I am enclosing for your review the report of HP Geotech dated March 7, 2006 together with the report of Demand Construction Services, Inc., dated October 10, 2005. It is my understanding that your office was going to "red flag" the ongoing work at the White Rock residence. Please advise of the status. We have expressed concern that the White Rock property is listed for sale and if the same sells that we will not be able to have any recourse with the new owner. Accordingly, we are f iling a Lis P endens a nd a n e leven c]aim C omplaint in the D istrict C ourt o f E agle C ounty seeking relief, including a temporary restraining order and requesting injunctive relief. However, I must respectfully request that the Town do what they can to fulfill their obligation to its citizens to enforce the municipal code and the regulations within your jurisdiction. if you feel that you cannot fulfill your obligations please contact me in writing and explain why you will continue to allow a renegade building site with individuals who have allowed their entities to be dissolved, allowed their building permits to terminate, and who are building virtually unchecked substantial modifications to improvements and the site and while at the same time creating health safety issues. As I indicated to Mr. Mondragon and Mr. Gibson, with the impending snow melt, the modified drainage feature which the Deevys have lived with without a problem for the past 16 years, now presents threat to their property due to the unauthorized modification by White Rock. It is my understanding this matter was going to be referred to your engineering department and I have not heard from them either. I look forward to a prompt response. Very truly yours, GOODMAN AND WALLACE P.C. JDG:Ids John D. Goodman cc: Stan Zemler/Town of Vail Manager (via fax at (970) 479-2157) Mr. and Mrs. Deevy Deevy/I'otVaiI Ilr re properties JR Mondragon Alan, Pa e i From: JR Mondragon 4 , a To: agoncharoff@aol.com Iton Date: 03/20/2006 10:24:18 AM ' Subject: Alan, Alan, it has come to my attention that there have been changes to the construction project at 736 Forest Road. In our data base it reflects that we have not been on site to do an inspection sine 212812004. So this permit is expired, have seen an advertisement of an open house at this location. Exterior work has changed with out DRB approval.. Please submit changes for approvals and revisions for plan review and approval, in order to final out this project. Thanks in advance JR Mondragon Senior Building Inspector/ Plans Examiner Town Of Vail Email jmondragon@vailgov.com 970-479-2143 CC: Bill Gibson; Charlie Davis va",I ilk 4" TOWN 4VAIL 10. W OWN OF VA Department of Community Development Building Safety 75 South Frontage Road & Inspection Vail, Colorado 81657 Services Division 970-479-2138 FAX 970-479-2452 TM FAX COVER SHEET TO: � C COMPANY NAME: FAX NUMBER: PHONE NUMBER: FROM: J.R. Mondragon, Town of Vail Community Development Department Building Safety& Inspection Services Division 75 South Frontage Road Vail, Colorado 81657 Phone 970.479.2143, direct line FAX 970.479.2452 E—Mail: o70 tiicv taiiR-- COMMENTS, NOTES: —45u- -7 (p C X) �j RECYCLED PAPER P. 1 COMOIr=ATION RESULT REPORT ( MAR.24.20 3:44PM ) TTI FILE 1111-)UE OPT 1011 ADDRESS (GROUP) RESULT PnGE ---- -- ------------------------------ ------ ---- ---------------------- ---- --- ------------ SSG 1e1EM(-11P'V T.,,' OK d P. '1i1 ----------------------------------------------------------------------------------------------------- REk7,,--jH FOR ERROR E-11 HANG UP ;-P LIRE FAIL E—Y) BU'S,1' E—?7 I10 AIASHEF' E-4) HO FAC:=IMILE COHHECTIC+N 4VAIL TOOF d Department of Cominunity Development ,Building Sa�fe y 75 South Frontage Road It:specti olt 970-479-2138 Vail, Colorado 81657 Services Dit�isionI FAX 970-479-2452 rhe FAX COVER SHEEN" TO: C , COMPANY NAME: FAX NUMBER: PRONE NUMBER: FROM: J.R. Mondragon, - Town of Vail Community Development Department Building Safety & Inspection Services Divisioll 75 South Frontage Road Va.i1 rninrnrin Ri447 P. 1 f ? M*ICNTIOrl RESULT REPORT ( AF'R. 11,20 9:41M ) TTI FILE HFIDE OPTION ADDRES'73 (GROUP) RESULT FfF,;E ------------------------------------------------------------------------------------------------------ �4: hEEI'13=tF"r' T:; 919146,9SEr?4 P. 1-'1 __ RER 1 I FOR EFROF E-1) HzING IUP DR LIRE FHIL E-E;1 DI�;-�' E-:-Z:) HO HIS IEP E 4) Ht R;C-5IP`IILE CONIAECTI3 41 097N 0 4 Building Safety . Department of Community Develapment & ,Inspection 75 South Frowage Road Services Division Vail, Colorado 81657 970-479-2135 FAX 974-479-2452 FAX OVER SHEET TO: aleol Co COMPANY NAiYIE: FAX NUMBER; PHONE, NUMBER: FROM: J.R. Mondragon, Town of Vail Community Development Department Building Safety 8c Inspection Services Division 75 South Frontage Road Vail, Colorado 81657 ,y TOWN OF VAIL . Department of Community Development Building Safety 75 South Frontage Road & Inspection Vail, Colorado 81657 Services Division 970-479-2138 TM FAX 970-479-2452 FAX COVER SHEET TO: G°`� �� �✓ COMPANY NAME: �f FAX NUMBER: PHONE NUMBER: FROM: J.R. Mondragon, Town of Vail Community Development Department Building Safety & Inspection Services Division 75 South Frontage Road Vail, Colorado 81657 Phone 970.479.2143, direct line FAX 970.479.2452. . _ E-Mail: jinondraWnevailgov com o COMMENTS, C , NOTES: �- -� LILA, c� Lc c c? '7j ,-fi A 4aRECYCLEDPAPER JR Mondragon - 736 Forest Road Page 1 From: "John Goodman" John@goodmanwailace.com> To: <jmondragon@vaiigov.com> Date: 04/28/2006 5:40:13 PM Subject: 736 Forest Road Mr. Mondragon, when we met I understood the permit expired and that you were going to retag the property. I also understood that you would check as built variations from the submitted plans and that Gibson was going to check as built variations with DRB approved plans. Can you please advise re the red-tag and expired permit and Gibson's progress? Please update when you get on the property. Do you not have any authority to look at exterior items as I showed you in photos. Thanks. John D. Goodman Goodman &Wallace P.C. P.O. Box 1886 Edwards, CO. 81632 W 970.926.4447 F 970.926.5009 PRIVILEGE AND CONFIDENTIALITY NOTICE THIS ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER WHICH IS PROTECTED BY THE ATTORNEY-CLIENT PRIVILEGE. THE INFORMATION IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. IF YOU ARE NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISCLOSURE, COPYING, DISTRIBUTION, ELECTRONIC STORING OR THE TAKING OF ANY ACTION IN RELIANCE ON THE CONTENTS OF THIS INFORMATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS TRANSMISSION IN ERROR, PLEASE IMMEDIATELY NOTIFY THE SENDER BY REPLY E-MAIL AND IMMEDIATELY DELETE THIS RECORD FROM YOUR COMPUTER SYSTEM. -- g _.: ._ - - - -- - - --� JR Mon-d-ry on 736 Forest Road _ _ -_. W _ f my Page 1 ' From: "Carrie Lynn"<Carrie@GoodmanWallace.com> - To: <jmondragon@vailgov.com> Date: 04/27/2006 11:03:49 AM Subject: 736 Forest Road Mr. Mondragon- Please recall that this office represents Brian and Carolyn Deevy with regard to the above referenced matter. On March 24, 2006, John Goodman of this firm faxed a letter requesting that the Town review several issues involved with the building project at the half of the duplex owned by White Rock, LLC. On Apri! 10, 2006, 1 re-faxed the letter to the attention of Charlie Davis, who emailed me on April 12, 2006 to advise that you were the main contact on this project and it would be several weeks before we would obtain an update. It has now been two weeks since that correspondence and we have not heard from the Town. Please advise as to the status of the project as well as to the issues addressed in the March 24, 2006 letter. Thank you. Carrie J. Lynn Associate Attorney Goodman &Wallace, P.C. 0105 Edwards Village Blvd., Ste. D-201 P.O. Box 1886 Edwards, CO 81632 (970) 926-4447- Phone (970) 926-5009 - Fax <mailto:Carrie@goodmanwallace.com> Carrie@goodmanwallace.com PRIVILEGE AND CONFIDENTIALITY NOTICE THIS ELECTRONIC TRANSMISSION (AND/OR THE DOCUMENTS ACCOMPANYING IT) MAY CONTAIN CONFIDENTIAL INFORMATION BELONGING TO THE SENDER WHICH IS PROTECTED BY THE ATTORNEY-CLIENT PRIVILEGE.THE INFORMATION IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED. IF YOU ARE NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISCLOSURE, COPYING, DISTRIBUTION, ELECTRONIC STORING OR THE TAKING OF ANY ACTION IN RELIANCE ON THE CONTENTS OF THIS INFORMATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS TRANSMISSION IN ERROR, PLEASE IMMEDIATELY NOTIFY THE SENDER BY REPLY E-MAIL AND IMMEDIATELY DELETE THIS RECORD FROM YOUR COMPUTER SYSTEM. JUL-08-2005 17•25 " GOODMAN & WALLACE 970 925 5009 P.02i02 • • GOODMAN AND WALLACE P.C. `� � 00-d Attorneys and Counselors at Law C Yr" �� 0069 Edwards Access Road, Suite III eAi P.O. Box 1886,Edwards, Colorado 81632f l U U Telephone: (970) 926-4447; Facsimile: (970) 926-5009 l PO www.goodmanwallace.com . � ) o e II John D. Goodmanf� Fr FgSjt� A S IG,"(o tkk-A--) t - W**ffW to 1voc-rw July 8, 2005 W f CjW e-ol pc,/ C10 61 E Via Facsimile (970)479-2452 Via Facsimile (970) 479-2157 pl L c Charlie Davis Bill Gibson t4c COve-o CoM E r Chief Building Inspector Community Development 4" Town of Vail Town of Vail C PC-C 75 S. Frontage Road 75 S.Frontage Road 1>frro0N1A-JC— Vail, Colorado 81657 Vail, Colorado 81657 W t-h[-Ff e-Cs,OlE-S, Re, 736 Forest Road,East, Vail/White Rock Properties LLC 1YF AJIYW EJ Dear Gentlemen: THUS S A01 AIG --�: W C.1� ' Tt rvl As you may be aware our office represents the owners of Unit B, Lot 1, Block 1, Vail Village Sixth Filing. It has come to our attention that the owners of the adjacent property Unit C, Lot 11, Block 1,Vail Village Sixth Filing doing business as White Rock Properties LLC may not be following their obligations pursuant to the Townhouse Declaration recorded in Book 300 at Page 311 and pursuant to a subsequent Agreement. I would appreciate if you would provide to me a copy of the building permit and plans and specifications from your file we believe to be prepared by Reslock and Sullivan LLC dated October 28, 2003. Please also provide a copy of any inspection request and reports from your file. If it is not convenient for you to do this please advise when I may review the file with you to discuss my concerns, If you have any questions in this regard do not hesitate to call me. Very truly yours, GOODMAN AND WALLACE F.C. JDG:Ids John D. Goodman (dictate S not r ad) L M. Brian Deevy "P0(J,-,j,6 � S Deevyrl'own of Vail 1tr request for docs P�L�- �'I�S�1��Tr�Q 12eccioS � OVAULTOWN CO Department of Community Development 75 South Frontage Road Mail, Colorado 81657 970-479-2138 FIX 970-479-2452 14110a:vailgov coin White Rock Properties 05/11/2006 P.O. Box 450 New Market, MD 21774 CIO Mr. Alan Goncharoff Mr. Goncharoff, We have emailed and spoken in regards to the project located at 736 Forest Road in Vail Colorado. As of today, no action or resolution has taken place to address the uncompleted project. The current pen-nits associated with this construction project are as follows: B04-075, M04-0179, M04-0322, PO4-0101. These permits have not had inspections performed on thein since February, 2005. A copy of the 1997 Uniform Building Code section 106.4.4(pennit expiration) will accompany this letter. (enclosed) The project at 736 Forest Road has not been completed or inspected for final approval. It appears that there may have been some exterior changes done to the project that have not been approved by the Design Review Board, Town of Vail Planning and Building Departments. If no action or meeting with the Town of Vail Building Department has occurred within 10 days of receipt of this certified letter, the project will be Red Tagged and all pen-nits and contractor license will be placed in a locked status until such a time that a review and inspection of the site have been performed by the planning and building staff. I look forward to hearing from you soon, in order to get this project completed in a safe and timely manner. Thank you for your cooperation, Sincerely F.Mondragon Jr. Town of Vail Building safety an inspection services Vail,CO 81657 970-479-2143 =�RECYCLEDIAPER .� • 1997 UNIFORM BUILDING 2'I;T11D� CbPY 106.4.1 -.' 107.6 �VITD ; incorrect information supplied,or in violation of airy otdintt regulation or any of the pfnvisions of this code. and that the fees specified in Section 107 have been paid, the building official shall issue a peril therefor to the applicant, g l�1Mflf� SE 107--FEES When the building official issues the permit where plans are re- d in accordance tv quired,the building official shall endorse ht writing 0r stamp the 107.1 General. Pees shall be assess'- plans and specifications Ai'1'I�OVED. Such approved plans and lhOut provisions of this section or shall be as set fnrtlt in the tee s: specifications shall not be changed,madificd or altered tgulated adopted by the iurisdictiou. authorizations front the building official, and all work regulated tans, 107.2 Permit Fees- he 1'ec tilt'each ltcrntit shall be as s by this code shall be done in accordance with the approved plans. The building official may issue a permit for the construction of in Table. l-A. The determination of value or valuation under any of tht part of a building or structure before.the entire plans and sperifica stops of this code shall be made by !hc buiklitlg nl'Iicial "Ch tions for the whole building or structure have been submitted or to he used in computing the building pe,mii and building approved,provided adequate information and detailed statements have been filed complying with all pertinent requirements of this view fees shall be the total value of all cortstructton work fc code.The holder of a partial permit shall proceed without assur- the permit is issued,as well as all Huish work.paintnrg, $ electrical, plumbing, heating, air conditioning, elcvato ante that tite permit for the entire buildin or structure will be extinguishing systems and any other permanent equipttte granted. 10f►.4.2 Retention of plans. One set of approved plans,Spec' I- 10^13 Platt Review Tees. When submittal documents cations and computations shall be retained by the building official quu•ed by Sectioat ]t)b.3.2, a ply+n review fine slt,tll be pa for a period of not less than 90 days from date of completio,l of the time of submitting the subrnitta!docttntilei nil plan re m work covered therein;and one set of approved plans and specifica- plan review fee shall be 65 perc.e.,,t of the building perm tions shall be returned to the applicant,and said set shall be kept on shown inTable 1-A. The plan review'fees specified in this section arc sepa the site of the building or work at all times during which the work from the pertuil.ices specified in Section li)7.?and arc in authorized thereby is in progress. 106.4.3 Validity of permit. The issuance or granting of a permit to tile tsubmittal documents art; incomplete or ch,"'Wc rn approval of plans,specifications and computations shall not be require additional plan reg,iew or when the project illy, construed to be a permit for,or an approval 0f,any violation j any of the provisions of this code m of any other ordinance of the loris (erred submittal items as +feliuc:d in cite p. Permits of to give authority to violate or cancel tional p latl review f•ee shalt be cltargi:d at tltc rate shot r diction. 1-A, the provisions of this code or ol.lter ordinances 0f the jurisdiction 107.4 Expiration of Plan Itevieti. klpplications fo, shall not be vapid, The issuance of a permit based on plans,specifications and oth- permit is issued within itlt}days Plans a>:fug the date of a. et-data shall not prevent rite building official from thereafter re- shall expire by limitation,and plait'and uthcl data sub guiding the correction of errors in said plans, specifications and review may thereafter be returned to the applicant or c?c; other data, or from preventing building operations being carried the building official.The building orfici,ti uta- c�tr S(tl on thereunder when in violation of this code or o[any other urdi- action by the apP1c:ant for,t period nui exe.4cding I8(`. quest by the applicant sltowint that circumstances 1, nances of this,jurisdietion. control of the applicant 1t3ve prevcntcil action from ue No application shall be eXICInded n,ow illan once. Ill 10(+.4A )rxpication. Evcry permit issued by the building official new action on xn app{icatinn after ex�italion,thea )I under the provisions of this c,tde.shall expire by]imitation and be resubmit plans and pay a new phtn rcvictt tce. come null and void if the bUildhtg ur work authorized by such per- mit is not commenced within 1,90 days from the date of such permit or if the building or worts authorized by such pertuil is sus 107.5 Investigation Fees: Wf1Cli Wt111p1tI ❑ 1'crmit. p 107.5.1 investigation. Vdltenever any work for whit pended or abandoned at any time after the work is commenced for is required by this code.has been commenced�v ithuu! 1 a period of 181}days. Before silch work can be recommenced, a ing said pettnir,a special invest igatiott shall he made,b new permit shall be first obtained to do so, and the fee therefor ing may be issued for such shall be one half the amount required for a new permit for such shall provided f t changes have been made or will be made in the original plans and specifications for abandonmenthashas nntfprovided fur-exceeded i>tte shall be Fee, All whether rn7.5 -n,�acpert>1itCli�titthe non i)otr yi ther that such suspension or abandot permit fee required by this torte The mittittluitt love year.in order to renew action on a pennil after expiration,the per- issued.The im�estigation fee shall be aqua to + te. an set forth in Tal mittee shall pay a new full permit fee, shall be tile same as the ntinimuttt Ice l p »{ for an payment of: such investigation fee ;bail ncrt exempt Any permittee holding an unexpired Per may apply Y from compliance with all otltet prortsic}ns of this cc extension of the time within which w0rlc may commence under arty penalty prescribed by that permit when the petnlittee is unable to collttttertce work with- in the time required bby the y this section for good and satisfactory, rea- sons,The building official may exceeding darns unowritten"Clue.t r action mg of anylfee paid h lreu ldelitwhichLw:tstten-oneo permittee for a period 1101 excccdtng Y by the permittee showing!hat cirtumstauees beyond the control of collected,ebildittg official may autltodi,.e refttndinc the permittee have prevented action from being taken.Is{o ermit 8fi percent of the permit fee paid wl)" no wort.bas shall be extended more than once. der a permit issued in accordattee %viilr this code. 106.4.5 Suspension or revocation. The building official may, The building official may authorize refurtdilIg of in writing,suspend or revoke a permit issued under the revisions 80 percent of the plan lee paid when ail apt; of this code whenever the permit is issued in error or nn the basis of rcvicu� KRMCONSULONTS, INC. [970, 949-9391 P.O.Box 4572 � FAX 949-1577 Vail,Colorado B 1 6513 RECORD TO: Alan Goncharoff DATE: 7/20/2006 JOB NUMBER: 0404-16 PROJECT: 736 Forest Road ❑ RFI ❑ MEETING NOTES ❑ RESPONSE ❑ CLARIFICATION/CHANGE Attached are the various 8 112 x 11 details for the above referenced project that were issued during construction in response to existing conditions and changes during construction. These details have also been incorporated into the revised set of drawings which we issued on 7119106. p RE GIs fF •'I R. '' . 1P SIGNED: o�';'��� M��;``o COPY TO: .� yam. " 23199 m; Kimberly R. McG ee, PE, CCE REVIEWED: Joe 0404-16 7 FOREST ROAD KRM CONSULTANTS, INC. SHEET No. 1 QE 3 P.O. Box 4572 CALCULATED BY JOE DATE 06/28/04 Vail, Colorado 81658 CHECKED BY KRM DATE 07102/04 (970) 949-9391 SCALE- 3/4" = 1'-0 Fax (970) 949-1577 TYPICAL FOUNDATION WALL DETAIL @ WINE STORAGE AND ENTRY HALL AREA , A 4" 4" CONT. TREATED 2x12 #5's VERT @ 16" O.C. DRIVE PINNED @ 16" O.C. 100'-6 ,b T.O. PLYWD. b> 3/4" PLYWD., TYP. #5 DWLS. x 2'-10" MIN_ @ 16" O.C. EPDXY INTO (E) BEDROCK 11 7/8" BCI's PER PLAN #5's CONT. HORIZ. @ 16" O.C. {2)--#5's CONT. HORIZ_ �- n p . TOP & BOT. VERIFY B.O.W. J PERIMETER DRAIN PER — (E) BEDROCK SHOWN THUS SOILS ENGINEER PRE—DRILLED 3/4"4 x 5" HOLES IN (E) BEDROCK 3 SCALE: 3/4" = 1 '-0" S2 JOB 0404-16 7 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO. 2 of 3 P.O. BOX 4572 CALCULATED BY JOE DATE 07/02/04 Vall, Colorado 81658 CHECKED BY KRM DATE 07L02/04 (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 TYPICAL FOUNDATION WALL DETAIL @ GARAGE AND SURROUNDING AREA 2x6 STUDS @ 16" O.C. W/ { —' 1/2" PLYWD. OR OSB SHEATHING _1 �I 1/2" 0 x 10" A.B.'s @ 48" O.C.I IN CONT. TREATED 2x6OL F� 100'-6 j ` 112" EXP. MAT'L, TYP. T.0.W. h !I II 4" CONC. SLAB PER PLAN STONE VENEER '� SLOPING ,, T.O. SLAB PER ARCH_ CONT. L 4x4x1/4 W/ r, 1/2" 0 x 4" EXP_ ANCH.'s @ 24" O.C. (1) #5 CONT. HORIZ. @ MID—HT. #5 DWLS. x 2'-10" MIN. 4,. 4„ #5's VERT @ 16" O.C. @ 24" O.C. EPDXY INTO (E) BEDROCK (2)—#5's CONT. HORIZ. all L VERIFY r TOP & BOT. B.0.W. �r IL PERIMETER DRAIN PER `� SOILS ENGINEER - --- --- (E) BEDROCK SHOWN THUS PRE—DRILLED 3/4"0 x 5" HOLES IN (E) BEDROCK 1 SCALE: 3/4" = 1 '-0" S AMEL AM, JOB 0404-16 7 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO 3 of 3 P.O, Box 4572 CALCULATED BY JOE DATE 07/02/04 Vail, Colorado 81658 CHECKED BY KRM DATE 07/02/04 (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 TYPICAL FOUNDATION WALL DETAIL @ COLUMN PILASTER 2'-0" 3" CLR, VERT, REBAR AND >DWLS. PER DETAIL 4" TYP. " a 3/S2 (DATED 6/28/04) O n a n N a a 2,-1„ 1 I (4)—#5's VERT. AS SHOWN ! I a I I a VERT. REBAR AND II II DWLS. PER DETAIL II II 3/S2 (DATED 6/28/04) II - - - - - - - - - 2'-1 II (4)—#5 DWLS. x 2'-10" MIN. #5's x �� SPACED �I I) EPDXY INTO (E) BEDROCK II II 16" O.C. VERT. II II Z SCALE: 3/4" = 1 '-0" S JOB 0404--16 7 FOREST ROAD KRIV CONSULTANTS, INC. SHEET N0, 1 OF 1 P.O. Box 4572 CALCULATED BY JOE DATE 08/20/04 Vail, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 3/4" = 1'-0 R Fax (970) 949- 1577 BASE E 5/8x10x0'-10 I TS 4x4x1/4 W/ (4)-1/2" 0 x 10" A.B 's ON 1" MIN, SHIM 1/2" EXP. MAT'L, TYP. & GROUT / II a (E) 4" CONC. SLAB (5)—#5x4'-0 EA. WAY. u 2'-3" 2'-3" 4'-6" 1 SCALE: 3/4" — 1 '-0" S KRM CONSULTANT�INC. JOB0404-16 No a4oa-1 16 7 FOREST ROAD P.O. Box 4572 CALCULATED BY SDE DATE 08/31/04 Vail, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 314" = 1'-0 _ Fax (970) 949- 1577 J\� J � p LCA J r (/} � Q I p co J �p.X \ O O f� J X r7 m c) w I to I X O F I N x Z CD W xr7 wU) GLJ ell ~ LLJ T m un co o o It \ = f- v) \ 1 r- 1 ,n W cn U � o = a am � J � Q U) un 3: � x � N � J N O ^Q Of cD v LJ j _ m Z \ � O F— I— O — z QId J V U U1 CL 00 J CL o a r o � �n fh Lil o It > J X 0 o n m � Q I w co J 9 I n N � AMIL JOB 0404-76 7 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO. 1 OF 1 P.0- Box 4572 CALCULATED BY JOE DATE 08/31 /04 Vali, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 3/4" - 1'-0 Fox (970) 949-1577 0 PLUMBING HOLE THROUGH FLOOR JOIST (E) 2x12 FLOOR JOISTS @ 16" O.C. - - ISI IXI (3)-1 3/4x11 7/8 LVL (E) 202 FLOOR JOISTS @ 16" O.C. PLUMBING HOLE THROUGH FLOOR JOIST 122'-8 1/2 T,O. PLYWD. = - - . -_ - -: - - - -T �-- = - Tr'7 --,Zr C 1 r � ALIGN BEAM UNDER HOLE, (3)-1 3/4x11 7/8 LVL VERIFY CONDITIONS, IF BEAM DOES NOT ALIGN WITH WALL BEYOND JOB 0404-16 736 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO, 1 OF 1 P.O. Box 4572 CALCULATED BY JOE DATE 08/31 /04 Vail, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE - 3/4" - 1'-0 Fax (970) 949- 1577 3116„ 3/16„ / RIDGE BEAM-LONG !� 1/4"x8 1/2"xl'-0 cN \ � \ r r N O o RIDGE BEAM-SHORT F 1/4%4 3/4"x0'-10 0 0 N N 1 /4" STEEL It FOR HIP BEAM :. \• (4)-1 3/4x11 1/4 LVL HIP BEAM � (6)-3/40 THRU-BOLTS, (3)-EA. SIDE IN HIP BEAM o \� N (3)-3/40 THRU-BOLTS \\ IN RIDGE BEAM (4)-1 3/4x11 7/8 LVL RIDGE BEAM 1 SCALE: 3/4" - 1 '-0"_ S JOB 0404-16 736 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO. 1 OF 1 P.O. Box 4572 CALCULATED BY JOE DATE 09/15/04 Vail, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 3/4" - 1'-0 Fax (970) 949- 1577 2x6 STUDS @ 16" O.C. W/ CONTACT ENGINEER W/ 1/2" PLYWD. OR OSB FINAL T.O.W. ELEVATIONS SHEATHING I 112" 0 x 10" A.B.'s @ 48 ' O.C.I IN CONT. TREATED 2x6OIL F� VERIFY T.0.W. 6./ STONE VENEER PER ARCH. CONT. L 4x4x1/4 W/ 1/2" 0 x 4" EXP. ANCH.'s 1/2 EXP. MAT'L, TYP. @ 24" O.C. 4.,. 4.r1 n 4" CONC, SLAB PER PLAN 100'-0 ##5's VERT @ 16" O.C. T.O. SLAB ,i ##5's CONT. HORIZ. @ 16" O.C. ##5 DWLS x @ 16" O.C. N 6" (2)—##5's CONT. HORIZ. OL 96'-8 TOP & BOT- T.O.F. oo , o. 1e PERIMETER DRAIN PER SOILS ENGINEER 4 v 8 [4" 1 SCALE: 3/4" = 1 '-0" 1*1 S IMML jOB 736 FOREST ROAD ##0404-16 KRM CONSULTANTS, INC. SHEET NO, 1 of 2 P.O. Box 4572 CALCULATED BY JOE DATE 09/27/04 Vali, Colorado 81658 CHECK BY DATE (970) 949-9391 SCALE 1/4" = 1'-0 Fax (970) 949-1577 2x4 @ 16" O.C. INTERIOR WALL TREATED (3)-2x10 BEAM, TREATED 2x10 JOISTS Q 16" O.C. (MAX. SPAN 11'-0") (MAX. SPAN 13'-8") 5/8"0 x 4" EPDXY ANCH. 3/4" PLYWD., TYP. VERIFY T.0. PLYWD. (E) ROCK SURFACE �I� SIMPSON LUS210 (Z—MAX), TYP. SHOWN THUS z 8" MIN. z 01 QD ##5 DWL. x 8" MIN. EPDXIED INTO PRE—DRILLED 3/4"0 x 4" HOLE IN ROCK 8"x8BRG. PAD FOR BM's "x0'-8 MIN. NOTE: 7—MAX REQUIRED FOR CORROSION RESISTANCE 1 SCALE: 3/4" = 1 '-0" S jo, 736 FOREST R _ #0404-16 KRM CONSULTANTS, INC. SHEET No. 1 of 2 P.O. BOX 4572 CALCULATED BY JOE DATE 10/27/04 Vail, Colorado 81658 CHECK BY DATE (970) 949-9391 SCALE 1/4" = 1'-0 Fax (970) 949-1577 CONT. TREATED 2x6 BASE FE 5/8"0 x 6" EPDXY ANCH. TREATED 2x10 JOISTS @ 16" O.C. (MAX. SPAN 3/4" PLYWD, TYP. ,,•.�A (E) ROCK SURFACE / VERIFY SHOWN THUS �� — — - T.O. PLYWD_ Q II 8" MIN. o �� ?� SIMPSON JB210 (Z—MAX), TYP. cv - #5 DWL. x 8" MIN. @ 16" O.C. EPDXIED INTO T. CONC, BRG. PAD PRE—DRILLED 3/4"0 x 4" HOLE IN ROCK FOR JOISTS 8"x0'-8 MIN. NOTE: Z—MAX HANGERS REQUIRED FOR CORROSION RESISTANCE 2 SCALE: 3/4" = V-0" S 2x4 @ 16" O.C. INTERIOR WALL TREATED (3)-2x10 BEAM TREATED 2x10 JOISTS @ 16" O.C. (MAX. SPAN 11'-0") (MAX. SPAN 13'-8") 5/8"0 x 4" EPDXY ANCH, 3/4" PLYWD., TYP. VERIFY T.0. PLYWD. (E) ROCK SURFACESIMPSON LUS210 (Z—MAX), TYP. SHOWN THUS �` z 8" MIN. z #5 DWL. x 8" MIN. EPDXIED INTO PRE—DRILLED 3/4"0 x 4" HOLE IN ROCK 8"x8BRG. PAD FOR BM's "x0'-8 MIN. NOTE: Z—MAX HANGERS REQUIRED FOR CORROSION RESISTANCE 1 SCALE: 3/4" = 1 '-0" S JOe 736 FOREST ROT #0404-16 KRM CONSULTANTS, INC. SHEET NO. 2 of 2 P.O. Box 4,572 CALCULATED BY JOE DATE 10/27/04 Vail, Colorado 81658 CHECK BY DATE (970) 949-9391 SCALE 1/4" = 1'-0 Fax (970) 949-1577 4 SCALE: 3/4" — 1 '-0" S 200 JOISTS @ 16" O.C. (MAX. SPAN 13'-8") 2x4 @ 16" 0_C. INTERIOR WALL 3/4" PLYWD., TYP. 5/8"0 x 6" EPDXY ANCH. VERIFY @ 48" / O.C. T.O. P✓_YWD. #5's VERT. @ 16" O.C., TYP.-----___, �la SIMPSQN JB210 (Z—MAX), TYP. 4" 4" #5' CONT. HORIZ. @ ` MID—HT., TYP. (E) ROCK SURFACE 8" MIN. SHOWN THUS 41 (2)—#5's CONT. HORIZ. @ TOP & BOT., TYP. #5 DWL. x 8" MIN. @ 16" O.C. EPDXIED INTO CONT. 8" CONC. WALL PRE—DRILLED 3/4"0 x 4" HOLE IN ROCK FOR JOISTS 8" (VERIFY HT.) NOTE: Z—MAX HANGERS REQUIRED FOR CORROSION RESISTANCE 3 SCALE: 3/4" = 1 '-0" S JoB 736 FORES D. #0404-16 KRM CONSULTANTS, INC. SHEET NO 1 OF 1 P.O. Box 4572 CALCULATED BY JOE DATE 01 /28/05 Vall, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 3/4" - i'-O Fox (970) 949-1577 SUPPORT (N) LVL BEAM W/ (3)-2x6'S IN (E) WALL DOWN TO (E) G.L. BEAM EXISTING LOWER BELOW @ EA. END ROOF FRAMING III Iil I I I I I I II lil I I I I I y I I I I I I EXISTING WALL FRAMING. 2x6's ' �� �- --L1 -- -- ----�I ----- ----J-� p a-u I I I I I 16" O.C. X41 I IIII '--h I I I I I II yl I I I I I I (3)-1/2"mx10" LAG BOLTS Q 1 EA, STUDI II i I0I .d la .� I l a ial I� I _ I I I i t I I E (N) (3)-1 3/4x 14 LVL BEAM E I I I I I i t I� :I - � i I - ----------------------------- I � I.i -________-___ \I z (E) FLOOR FRAMING _�' � MODIFY (E) 6 3/4x19 1/2 Q G.L. TO 6 3/4x12 i MODIFY (E) 6 3/4x19 _ 112 G.L. TO 6 3/4x12 1 SCALE 3/4" = 1 '-0" S ADB 0404-16 77 FOREST ROAD KRM CONSULTANTS, INC. SHEET No, 2 OF 5 P.C. Box 45-72 Q CALCULATED BY JOE DATE 07/28/05 Vail, Colorado 81658 CHECKED SY DATE (9 70) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949- 1577 4" 4' 1/2" EXP. MAT'L, TYP. 4" CONC. SLAB, SEE PLAN ##5's VERT @ 16" O.C. 112'-9 1 2 T.O. SLAB ##5 DWLS. x 2'-10" MIN. @ 16" O.C. EPDXY INTO (E) BEDROCK a ##5's CONT_ HORIZ. @ 16" QC. •, _ (2)—##5's CONT. HORIZ. TOP & BOT. VERIFY ' B.O.W. — �v ` PERIMETER DRAIN PER --- ' (E) BEDROCK SHOWN THUS SOILS ENGINEER PRE—DRILLED 3/4"0 x 5" HOLES IN (E) BEDROCK 7 SCALE: 3/4" = 1 '-0" S2 " JOB 0404-16 7 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO. 3 of 5 P.O. Box 4572 CALCULATED BY JOE DATE 07/28/05 Vali, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 117'-3 1/2 I T.0.W. l I i I -� STONE VENEER PER ARCH. CONT. L 4x4x1/4 W/ 1/2" 0 x 4" EXP. ANCH.'s 4., 4.. j @ 24" 0.C. �- 4" CONC. SLAB, SEE PLAN #5's VERT @ 16" 0_C. — 112'-9 1/2 T.O. SLAB #5 D WLS x @ 16` 0,C. 6^ 1/2" EXP. MAT'L. TYP, #5's CONT. HORIZ. @ 16" O.C. (2)-#5's CONT. HORIZ. TOP & BOT. 4 a 109'-5 1 2 T.0.F. lo 4,. $„ 4,. PERIMETER DRAIN PER SOILS ENGINEER 8 SCALE: 3/4" = 1 '-O" S2 Joe 0404-16 7 FOREST ROAD KRM CONSULTANTS, INC. SHEET NO. 4 of 5 P.O. Box 4572 CALCULATED 8Y JOE DATE 07/28/05 Vail, Colorado 81658 CHECKED BY DATE (9 70) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949-1577 2'-0 #4 DWLS x �� 4" CONC. SLAB PER PLAN @ 24" O.C. N 112'-9 112 T.O. SLAB 0" 112'—1 1 2 o' T.0.W. (1)—#4 CONT_ HORIZ_ #5's VERT. @ 16" O.C. 110'-6 T.O. SLAB ° 4" 4" #5's CONT. HORIZ. @ 16" O.C. 1/2" EXP, MAT'L, TYP. a #5 DWLS x @ 16" 0.C- N 6" (2)—#5's CONT. HORIZ. OIL TOP & BOT. 107'-2 T.O.F. co PERIMETER DRAIN PER SOILS ENGINEER 4" 8" 4" 9 SCALE: 3/4" — 1 '-0" S2 Ali JOB 0404-16 7,575 FOREST ROAD KRM CONSULTANTS, INC. SHEET No. 5 of 5 P.O. Box 4572 CALCULATED BY SOF DATE 07/28/05 Vail, Colorado 81658 CHECKED BY DATE (970) 949-9391 SCALE 3/4" = 1'-0 Fax (970) 949- 1577 2' SEE ARCH. FOR STAIR RISE AND RUN TYP, #3 CONT. IN EA, NOSING a ' o� #3's @ 12" FA. WAY • • 2 10 SCALE: 3/4" — 1 '--O" s2 • 0 'down of Vail J.R. Mo n, OFFICLu Py Town of Vail Vail 75 South Frontage Road O Vail Colorado 81.657 RE: 736 FOREST ROAD a May 22, 2006 W Dear J.R., As per your request the following is a summary of where we are on the above referenced property and my plan to complete and CO this property. 1. Electrical Permit E-04-0164 Final inspection completed 2. Plumbing Permit P-04-0101 A11 work completed and ready for Final Inspection 3. Mechanical M-04-0179 All work completed and ready for Final Inspection 4. Fire Places M-04-0372 All work completed and ready for Final Inspection 5. Lo Voltage No permit was requested and no permit was issued. This renovation had hard wired smoke detector when we started and we did not up- grade the system but kept the hard wired smokes installed by the electrician. 6. Building Permit B-04-0075 All work was stopped 8 months when we received notice from the neighbor to the West, Deevey,that he wanted us to make changes to the drainage of a stream that runs behind the house that he had already approved. Deevey also accused us of building our property outside our approved building envelope. The Owner White Rock Properties had told me to stop work until we surveyed the property and had our architect check that we had built the unit as per the approved Building Department Plans. We found that there was no violation and we built as per TOV approved plans. Since that time White Rock has tried to come up with a plan that would be approved by Deevey. 7. Luiza Petrovska of LKP Engineering designed several plans to appease the Deeveys but could not come up with anything that would accept. 8. Last week I was instructed by White Rock and their attorney to proceed under the supervision of LKP with the approve plans 9. During this time Alan has closed Vail Valley Builders and 1 have started a new building company 34 Builders. I am ready to pull a new permit under 34 builders and complete the work necessary to get the CO. I look forward to meeting you at 736 Forest Road to examine the work done and determine with you the next steps to be taken. Thank you for your help Jenaro Magana c//l/ JUN-09-2006 16:49 46OODMAN & WALLACE • 970 926 5009 P.01/07 GOODMAN AND WALLACE P.C. Attorneys and Counselors ar Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www,goodmanwallace.com John D. Goodman FACSIMILE COVER SHEET To: Matt Mire, Town Attorney JR Mondragon, Building Department William Gibson, Planning Department Town of Vail Fax Number, (970) 479-2157 (970) 479-2452 From: John D. Goodman Date: June 9, 2006 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Total number of pages including this one: 7 If you do not receive all pages,please call immediately. COMMENTS: CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient,or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. if you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. JUN--09-2006 16.50 4VUDMAN & WALLACE 970 926 5009 P.02/07 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 p.0. Box 1886,Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 vwvw.goodmanwallace.com John D. Goodman June 9, 2006 Via Facsimile(970) 479.2157 Via Facsimile (970)479-2157 Mr. J. Mathew Mire Mr. JR Mondragon Town of Vail, Town Attorney '1 own of Vail, Building Department 75 S. Frontage Road, West 75 S. Frontage Road, West Vail, Colorado 81657 Vail, Colorado 81657 Via Facsimile (970) 479-2452 Mr. William Gibson Town of Vail, Planning Department 75 S. Frontage Road West Vail, Colorado 81657 RE: Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear Gentlemen: Enclosed you will find an Order Granting Injunctive Relief issued by the Eagle County District Court on June 2, 2006. This was the relief which we were seeking at the hearing which was to be held June 8, 2006, As I understand it, you will not issue a building permit until such time as this Order is complied with, Mr. Deevy has provided approval of remedial plans, and the applicant has reinstated its application together with satisfying your criteria in the Building Department, Community Development/Planning Department, and Engineering and Public Safety. Deevy/Mondragon-Gibson re Order . JUN-09-2006 16:50 4VnDMAN & WALLACE . 970 926 5009 P.03i07 Please advise if there is any additional information needed or ifyou have any questions in this regard. Also, 1 would like to be advised of the reasons for the "Red Tag" posted on the residence on May 31, 2006. Thank you for your assistance and cooperation thus far. Very truly yours, GOODMAN AND WALLACE P.C. ghn aodman .1DG/crp enclosure cc: Mr. and Mrs. Deevy Deeny/Mondragon-Gibson re Order JUN-09-2006 2650 �ODMAN & WALLACE � 970 926 5009 P.04/07 DISTRICT COURT,EAGLE COUNTY, COLORADO iCo I aglc County District Court 5tli JD P.O. Box 597 14 Iin Date:.Jun 2 2006 4:55PNI NI D'r riling 10. 11437453 Eagle, Colorado 81631 Revii w Clerk:Donna Carpenter BRIAN DEEVY and CARYN O.DEEVY, Plaintiffs, V. WHITE ROCK PROPERTIES, GLC,a Colorado limited liability company, VAIL VALLEY BUILDERS AND REMODELERS,LLC, a dissolved Colorado United liability company,doing business as Vail Mountain Builders and Remodelers,LLC,a dissolved Colorado limited liability company, GENARO MAGANA,ALAN GONCHAROFF, COURT USE ONLY THOMAS J. RYSTROM and JACKIE NORTHROP,Jointly and severally,THE PUBLIC TRUSTEE OF EAGLE COUNTY,and REGIONS BANK N.A., a national banking Case No.06 CV 149 association and all unknown persons, Div.. 2 Ctrm: Defendants. John D. Goodman GOODMAN AND WALLACE P.C. P.O.Box 1886 Edwards, ColorAdo 81632 Telephone(970)926-4447 Facsimile (970) 926-5009 johaftagdmanwallace.com Atty. Reg.#: 18812 Attorneys for Plaintiffs. ORDER GRANTING INJUNCTIVE RELIEF Upon consideration of the Plaintiff s Motion for Mandatory Injunctive Relief, the Court's file,and being fully advised in the premises,the Court does hereby make the following findings. L Findi nga of Fact Defendants White Rock and VVBR commenced unauthorized and unapproved construction upon Parcel B and the Common Area of Lot 11, also known as Parcel C. White Rock and VVBR caused damage to Plaintiff Deevy, Deevy's Parcel A and Unit D, and Parcel C. White Rock and Deevy/Order Granting Injunctive Ralier 1 04/0&06 JUN-09-2006 16:50 OODMAN & WALLACE 970 926 5009 P.05/07 VVBR proceeded with work without approval from Deevy, the planning and arciuteewra.1 cornnaittee for Vail First Filing, or the Town of Vail Building Department and Design Review Board. White Rock and VVBR submitted plans and specifications to the Town. of Vail Building Department and Design Review Board dated March 4, 2004, revised March 15, 2004, prepared by Reslock & Sullivan LLC, and have made unauthorized on-site modifications of said plans and specifications and the hillside and natural drainage features without approval from the Vail Village First Filing Planning and Architectural Committee, the Town of Vail Building Department,Town of Vail Design Review Board, and Deevy. White Rock and VVBR without permission or consent caused disruption of drainage and caused mud and boulders to come on to Deevy's patio; performed unauthorized trenching; removed landscaping; removed lights; removed wires; shoveled a depth of ten (10) feet of ice and snow from Unit B onto Deevy's patio; and placed improvements upon Lot 11 without Deevy's permission, including but not limited to landscaping, trenching, drainage features, ponds,retaining walls, and patios. White Rock and VVBR do not deny any of the above facts in their response. Their response is primarily based upon the premise that money damages are adequate and therefore Plaintiffs will not suffer irreparable harm. However, the real property at issue may be forever altered if the property is transferred to a third party as White Rock and VVBR are earnestly seeking. Thus, the court finds irreparable harm will be suffered if plaintiffs Motion is not granted. Accordingly, the Court concludes the following as a matter of law. 11. ConclusionsofL A. Plainriff has a reasonable probability it will prevail on the merits of the case. B. PWatiff has suffered real, immediate, and irreparable harm due to the actions of Defendants White Rock and VVBR making unauthorized modifications to Parcels B and C. C. Plaintiff has no adequate remedy at law in the absence of an injunction due to the impending sale of the property and impending flooding. D. An injunction will not deserve the public interest because it is in the public's interest to enforce agreements between parties and agreements existing in the public record and effecting tide. E. The balance of equities favors an injunction. As there is a reasonable probability that Plaintiff will prevail on the merits of the case, the Plaintiff's Motion for Injuncdye Relief is granted. Deevy/Ordor Grsnting injunctive Relief 2 04/06/06 JUN-09-2006 16!51 �OODMAN & WALLACE • 970 926 5009 P.06i07 F. Plaintiff has acted to mitigate flooding by engaging its contractor with temporary measures of sandbagging. An injunction will preserve the status quo unit] trial and may eliminate moisture inuusion to Plaintiff's residence, and further sball cause Defendants White Rock and VVBR to complete only those improvements which were approved by Vail Village First Filing Planning and Architectural Committee, The Town of Vail Building Department,The Town of Vail Design Review Board, and Deevy. Plaintiff therefore has fulfilled all necessary elements to obtain injunctive relief as set forth in Rathke v. Mclia'1jMe, 648 P.2d 653-654 (Colo. 1982), plaintiff has complied with all necessary procedural requirements of C.R.C.P. Rulc 65 including the payment of Security for costs in the amount of$1,000.00 in good funds the receipt of which is hereby acknowledged by this Court, and the same is approved as to form and amount. TII. Man ator etion Defendants White Rock and VVBR, their Directors, Officers, Agents, Employees, and Attorneys are hereby ordered to complete the following within 30 days of this order: ]. That Parcel B and Parcel C be restored to plans approved by Vail Village First Filing Planning and Architectural Committee,The Town of'Vail Building Department,The Town of Vail Design Review Board,and Deevys. 2. That Parcel B,Unit C be painted the same color as Parcel A,Unit D. 3. That all unauthorized modifications as verified by Reslock & Sullivan LLC be restored to the original plans and specifications approved by Vail Village First Filing Planning and Architectural Committee,The Town of Vail Building Depar=enc,The Town of Vail Design Review Board, and Deevys. 4. That Defendants White bock and VVBR complete those aspects of the plans and specifications that wcrt approved, but not completed, including but not limited to removal of the attaining wall outside the master bedroom on Unit B, removal of the unauthorized patio, remove unauthorized egress, complete Construction of the stub 'wall protruding south in line with the party wall, complete approved drainage plans and elevations, all work to be reviewed and approved by Restock & Sullivan LLC, Town of Vail Building Department, Village First Filing Planning and Architectural Committee,The Town of Vail Design Review Board and Plaintiff. 8. All work shall be completed within the next thirty(30) days, 9. Defendants White Rock and VVBR and its agents shall coordinate work with Plaintiff to accommodate Plaintiff s schedule to the extent work conflicts with their use of the Property- 10, roperty10. Plaintiff is hereby order to place security for costs in the amount of $1,000.00 in Deevyl order Granting lnjuneuve Relief 3 0M06/06 JUN-09-2006 16:51 OODMAN & wnLLACE 970 926 5009 P.07i07 good funds, to the Registry of the Court Pursuant to Rule 65 C.R.C.P.,the receipt of which is hereby acknowledged. IV, AEtomeys Fe s Attorney fees will he determined at the conclusion of this rase. THIS MANDATORY INJUNCTION IS EFFECTIVE IMMEDIATELY. SO ORDERED this day of ,2006. BTthe �7 L7is4ict Court Judge Deevy/Order Granting Injunctive Rolief 4 04/06/06 JUN-06-2006 09:55 GOODMAN & WALLACE 970 926 5009 P.02/02 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Lav 0105 Edwards Village Blvd., Suite D-201 s P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 Town of Vail www.r,00drnanwall,%ce..com Emu im OFi a� topy June 8, 2006 Via Facsimile(970) 479-2157 and U.S. Mail Matt Mire,Town Attorney Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear W.,Mire; Please be advised that the hearing which was scheduled for June 8, 2006 in the above referenced matter has been vacated and the appearance of JR Mondragon and Bill Gibson will not be necessary. The Court has ruled in our favor on the pending motions. Please let this letter serve as notice releasing Mr. Mondragon and Nlr. Gibson from the Subpoena and/or Subpoena Duces Tecum. As far as the check which was mailed to you on their behalf as mileage/witness fee, please return the checks in the self-addressed stamped envelope enclosed. At this time, I would also like to thank you for agreeing to help this office in the above referenced matter and for taking the time to research the same. Very truly yoursi GOODMAN AND WALLACE P.C. �w 6j :2DOtoodman Ids Dcavy/MMire I r re dismissal JUN-06-2006 09:55 GOODMAN & WALLACE 970 926 5009 P.01i02 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com 'own of Vail John D. Goodman Y -f%apy FACKMILE COYER SHEET .d�b To: Matt Mire, Town Attorney Town of Vail Fax Number: (970) 4792157 From: John D. Goodman Date: June 5, 2006 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Total number of pages including this one; 2 If you do not receive all pages,please call immediately. COMMENTS: CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. 'Thank you. MAY--17-2006 15:26 500DMAN & WALLRCE 970 926 5009 P.05/07 wow;7' of Vail r � F !, DISTFJ OURT, EAGLE COUNTY, COLORADO p.0. Box 597 Eagle, Colorado 81631 BRIAN DEE'VY and CARYN O. DEEVY, Plaintiffs, V. WHITE ROCK PROPERTIES,LLC, a Colorado limited liability company, VAIL VALLEY BUILDERS AND REMODELERS,LLC, a dissolved Colorado limited liability company, doing business as VAIL MOUNTAIN BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability company, GENARO MAGANA, ALAN COURT USE ONLY GONCHAROFF,THOMAS J. RYSTROM and JACKIE NORTHROP,jointly► and severally, THE PUBLIC TRUSTEE OF EACTLE COUNTY, and REGIONS BANK N.A., a national Case No. 06 CV 149 banking a soeiation, and all unhnowu persons, Div.. 2 Ctrm: Defendants, John D. Goodman GOODMAN AND WALLACE P.C. P.O. Box 1886 Edwards, Colorado 81632 Telephone(970) 926-4447 Facsimile (970) 926-5009 john a goodmanwallace.com Atty. Reg. #: 18812 Attorneys for Plaintiffs. X SUBPOENA(Personal) X SUBPOENA TO PRODUCE (Subpoena duces tecum The People of the State of Colorado: 14", To: - JR MONDRAGON Town of Vail, Building Department 75 S. Frontage Road, West Vail, Colorado 81657 Telephone: (970) 479-2135 You are ordered to appear and give testimony in the above captioned action on behalf of Plaintiffs to occur on June 8, 2006 commencing at the hour of 1:00 p.m. at the Eagle County Deevy/Subpoena yMondragon 05/15/06 MAY-17-2006 15:28 GOODMAN & WALLACE 970 926 5889 P.04/07 District Court, 885 Chambers Avenue, Eagle, Colorado 81631, Telephone (970) 328-6373 and continuing thereafter until complete. and also to produce at this time and place the Following: 1. All drawings, plans, specifications, approvals, building permits, gcadi;49. P;TP*krQ inspection notes contained in the Town of Vail CoMmunity DMlop9AW T4;;1 0;' 'Q ! Vail Design Review Board files for White Rock properties LLC, Alan Goneharvf�, Veil;� �� Builder and Remodelers LLC dba Vail Mountain Builders and Remodelers, LLC, wilding Permit.$-0075 and Parcel B, Unit C, and Parcel C, of Lot 11, Block 1, Vail Village Sixth Filing, also known as 736 Forest Road, East one-half, Vail, Colorado. DONNE this 16th day of May,2006. GOODMAN and WALLACE P.C. o r i ' ' na re on file at the ce Gown a P.G. By: G dman ORNEYS FOR PLAINTIFFS Deevy/Subpoena WGibson 2 05115106 FROM FAX NO. Mar. 31 2006 02:27PM P1 Town Of Vail 0"FIEFIrr M w%ov Alan Goncharoff 116 Bradley Avenue,White Plains NY 10607 (914)260 9070/fax(914)693-2634 agoncharotf(p) ol.com FAX COVER SHEET TO; .I.R MONDRAGON FAX NUMBER; 970-479-2452 RE; 736 SIGN OFA' COMMENTS HOPE YOU HAD A GOOD VACATION. TIRE WORK AT 736 FOREST ROAD IS COMPLETE AND T AM READY FOR INSPECTIONS TO RECEIVE MY TCO.I AM WAITING FOR THE, SNOW TO MELT TO FINISH THE OUTSIDE WORK 1NORDER TO ACCOMPLISH THIS I NEED THE FOLLOWING PERMITS EXTENDED. BUILbYNG PERMIT B 04-0075 ELECTRICAL PERMIT E 04-0164 FINAL DO NOT NEED EXTENTTON PLUMBING P 04-0101 MECHANICAL M 04-0179 FIRE PLACE M 04-0372 BEFORE I CALL FOR THESE INSPECTIONS I NEED TO MEET WITH YOU AND GENARO TO DISCUSS SOME PROBLEMS THAT SHOW ON THE BUfLDING DEPT COMMENTS. EITHER I OR GENARO WILL CALL MONDAY TO SET LP APPOINTMENT. �Q/1 aL -40 �� r 111 61,A) Town of Hail 3 TOWN OF PAILY n[:r-tj2 PnM► . t Department of Community Development n �'� �,�k M Building Sa.fe-y • 75 South Frontage Road & Inspection Vail, Colorado 81657 Services Division , 970-479-2138 TM FAX 970-479-2452 FAX COVER SHEET TO: COMPANY NAME: �j " ' ' c C-0— FAX NUMBER: Z Zb S PHONE NUMBER: FROM: J.R. Mondragon, Town of Vail Community Development Department Building Safety& Inspection Services Division 75 South Frontage Road Vail, Colorado 81657 Phone 970.479.2143, direct line FAX 970.479.2452._ E-Mail: jmondragn>Z@vailgoy,com COMMENTS, NOTES: �a RECYCLEDPAPER �OISI CATION RESULT REPORT i NW.15.200 S:4SPM :? * * } F'. 1 � TTI FILE MODE OPTION HDDRESS (GROUP) R''ESULT P01-SE - ---------- ------____---------------_-----_------------------------ : n4 IIEM(--jP`(' T.x: 99265009 0K P. Town of flail OF FK1'11�tdq 60P I ------------------------------- -----------------------_—___ ____________ — REH`_:'G41 Fl--,F' EPR,;R E-1'! HAM-; UF OR LIRE FAIL E-2:1 BU.c'Y' E--:) 1,10 ANSI-JER E-4) 110 FHi''SII`1ILE C'�=E'If�E�ETIOfI T0RN'O41A • � � Depart►nent of Community Develap►nent Building SdfeY 75 South Frontage Road & Inspectioll Vail, Colorado 81657 Services Division 970-479-2138 TW FAX 470-479-2452 FAX COVER SHEET TO: COMPANY NAME: 'od FAX NUMBER: 2— - PHONE NUMBER: FROM: J.R. vlondragon, Town of Vail Community Development Department Building; Safety& Inspection Services Division 75 South Frontage Road Vail. Colorado 81657 • Mown ofAlf Vail + OFFIC, 7 ha xOP%Fr F STRICT COURT, EAGLE COUNTY, COLORADO . Box 597 gle, Colorado 81631 BRIAN DEEVY and CARYN O. DEEVY, Plaintiffs, V. WHITE ROCK PROPERTIES, LLC, a Colorado limited liability company, VAIL VALLEY BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability company, doing business as VAIL MOUNTAIN BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability company, GENARO MAGANA, ALAN COURT USE ONLY GONCHAROFF, THOMAS J. RYSTROM and JACKIE NORTHROP,jointly and severally, THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A., a national Case No. 06 CV 149 banking association, and all unknown persons, Div.: 2 Ctrm: Defendants. John D. Goodman GOODMAN AND WALLACE P.C, P.O. Box 1886 Edwards, Colorado 81632 Telephone (970) 926-4447 Facsimile (970) 926-5009 j ohnngoodmanwallace.corn Atty. Reg. #: 18812 Attorneys for Plaintiffs. � X SUBPOENA (Personal) —X SUBPOENA TO PRODUCE (Subpoena duces tecum) The People of the State of Colorado: To: JR MONDRAGON Town of Vail, Building Department 75 S. Frontage Road, West Vail, Colorado 81657 Telephone: (970) 479-2138 You are ordered to appear and give testimony in the above captioned action on behalf of Plaintiffs to occur on June 8, 2006 commencing at the hour of 1:00 p.m. at the Eagle County Deevy/Subpoena Wondragon 05/15/06 r District Court, 885 Chambers Avenue, Eagle, Colorado 81631, Telephone (970) 328-6373 and continuing thereafter until complete. and also to produce at this time and place the following: 1. All drawings, plans, specifications, approvals, building permits, grading permits, and inspection notes contained in the Town of Vail Building Department files for White Rock Properties LLC, Alan Goncharoff, Vail Valley Builders and Remodelers LLC dba Vail Mountain Builders and Remodelers, LLC, Building Permit B04-0075 and Parcel B, Unit C, and Parcel C, of Lot 11, Block 1, Vail Village Sixth Filing, also known as 736 Forest Road, East one-half, Vail, Colorado. DONE this 16th day of May, 2006. GOODMAN and WALLACE P.C. original s" nature on file at the office o dman a�r d allace P.C. By: John D:•-'Gedrnan 6_TT6RNEYS FOR PLAINTIFFS Deevy/Subpoena JMondragon 2 05/15/06 MAY-17-2006 15:2a GOODMAN & WALLACE 970 926 5009 P.02/07 GOODMAN AND WALLACE P. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886,Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.good;nanwallace,colm ;c v». A. a7 d �.o May 17, 2006 Via Facsimile(970)479-2157 and U.S. Mail Matt Mire, Town Attorney Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear Mr. Mire: �,. e. , Pursuant to my telephone conversation of this afternoon witb YOW.p � te2,: thank you for accepting the attached Subpoenas/Subpoenas to Produce for Wilii � JR Mondragon in the above referenced matter. Also attached is a Waiver and A"ee t4,Qf Service"�vhich you have agreed to sign and fax back to me at the above referenced fax numbor. The return of the executed Waiver and Acceptance of Service would be appreciated at your soonest opportunity. Thank you in advance. Very truly yours, GOODMAN AND WALLACE P.C. L% 4Lyn Sonnta9 :Ids enclosures Deevy irc hx with subpoenas MAY-17-2006 15:28 60ODMAN & WA"AQ(w b� GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886,Edwards, Colorado 81632_ Telephone: (970) 926-4447; Facsimile: (970) 925- ' _;,` ,{a www.goodmanwallace.com E FACSIMILE COVER SHEET To: Matt Mire, Town Attorney Town of Vail Fax Number: (970)479»2157 From: Lynda Sonntag , b� Date: May 17, 2006 Re: Deevy v. White bock, et al., Eagle County District Court Case No. 06 CV 149 Total number of pages including this one: 7 If you do not receive all pages,please call immediately. COMMENTS: b� cc: Mr. and Mrs, Deevy CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. it is intended only for the use of the individual or entity tamed above, if you are not the intended recipient,or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. MAY-17-2006 15;29 GOODMAN & WALLACE 970 926 5009 P.07/07 0 0 DISTRICT COURT, EAGLE COUNTY, COLORADO P.O. Box 597 Eagle, Colorado 81631 HRIANREEVY and CARYN O. DEEVY, Plaintiffs, V. WHITE ROCK PROPERTIES,LLC, a Colorado limited liability company,VAIL VALLEY BUILDERS AND REMODELERS,LLC,a dissolved Colorado limited liability company,doing business as VAIL MOUNTAIN BUILDERS AND REMODELERS,LLC, a dissolved Colorado limited liability company, GENARO MAGANA9 ALAN COURT USE ONLY GONCHAROFF, THOMAS J. RYSTROM and JACKIE NORTHROP,jointly and severally,THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A., a national Case No. 06 CV 149 banking association,and all unknown persons, Div.: 2 Ctrm- Defendants. John D.NQqodman GOODMAN AND WALLACE P.C. P.O. Box 1886 Edwards, Colorado 81632 Telephone (970) 926-4447 Facsimile (970) 926-5009 John@goodmanwallace.com Atty. Reg. #: 18812 Attorneys for Plaintiffs. WAIVER AND ACCEPTANCE OF SERVICE 1, Matt Mire, declare under oath that I received and accepTed service of the Subpoena/Subpoena to Produce in this case on behalf of William Gibson, Town of Vail Planning Department, and JR Mondragon, Town of Vail Building Department; that I waive any other er rvice, and consent to the jurisdiction of this Court as if I were served by personal service wi the e Sal ofColorAdo. Dated this day of A X Matt Kire, Town Att=4 Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Telephone. (970) 479-2460/Facsimile: (970) 4792157 Deevy/Waiver and Acceptance MMire 05Y17/06 0 GOODMAN AND WALLACE P.C. Attorneys and Counselors cit La►i, 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com May 17, 2006 down of 11ai1 Via Facsimile (970) 479-2157 OFFirr ' Py and U.S. Mail Matt Mire, Town Attorney Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear Mr. Mire: Pursuant to my telephone conversation of this afternoon with your paralegal, Tammy, thank you for accepting the attached Subpoenas/Subpoenas to Produce for William Gibson and JR Mondragon in the above referenced matter. Also attached is a Waiver and Acceptance of Service which you have agreed to sign and fax back to nye at the above referenced fax number. The return of the executed Waiver and Acceptance of Service would be appreciated at your soonest opportunity. Thank you in advance. Very truly yours, GOODMAN AND WALLACE P.C. / j I-- Lynda Sonntag Jds enclosures Deeny/MMire hr wilh subpoenas AUG-03—'2OW 14.26 P.01/01 GOODMAN AND WALLACL P.C. Attorneys and Counselors at Law 0105 Edwards 'Village Blvd., Suite D-201 P.O. Box 1886; Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com Jerry W, Oliver FACSIMILE COVER SHEET To: JR Mondragon, Building Deparunent Fax Number: (970)479-2157 From: Jerry W, Oliver Date: August 3, 2006 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Total number of pages including this one: 3 If you do not receive all pages,please call immediately. COM MNTS: CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient,or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. AUG-03-2006 14:23 P.01/03 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards 'Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447, Facsimile: (970) 926-5009 www.goodmanwallace.com Jerry W. Oliver FACSIMILE COVER SHEET To: JR Mondragon, Building Department Fax Number: (970) 479-2157 From: Jerry W, Oliver Date: August 3, 2006 Re: Deevy Y. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Total number of pages including this one: 3 If you do not receive all pages, please call immediately. COMMENTS: CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information, It is intended only for the use of the individual or entity named above. If you are not the intended recipient,or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. AUG-03-2006 14:23 P.02/03 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law s 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com Jerry W. Oliver August 3, 2006 Via Facsimile(970) 479-2157 Mr. JR Mondragon Town of Vail, Building Department 75 S. Frontage Road, West Vail, Colorado 81657 RE: Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear JR: Thank you for providing us with a copy of the LKP Engineering, Inc. Drainage Study (hereinafter the "Study"), dated October 21, 2005. As I understand it, this Drainage Study was submitted to you on or about July 31, 2006. This is the same Study that was provided to us by Alan Goncharoff late last year, with the. exception of the supplement to that report, dated November 21, 2005, which is conspicuously absent from the Study submitted to you. This Study, without the supplement, does not meet our approval. The Study fails to address how close the drainage channel will come to the nine foot wall. It appears that the drainage channel will come within inches of the wall. Also, the type of river rock used in the drainage channel must be returned to its original form. Photographs are available demonstrating the typo of river rock that should be used. The Study also indicates that the area where the stream kiakes a wide and very shallow turn at about 70 to 100 feet south from the building could easily overflow during a 2-year storm event, which would result in runoff likely directed toward Mr. Deevy's patio. This is unacceptable. Once you have had an opportunity to review this letter, please contact me so we can discuss. Thank you for your assistance and cooperation. Deevy/Mondragon-Drainage Study A , AUG-03-2006 14=23 P.03/03 Very truly yours, GOODMAN ANb ALLACE P.C. ]WO cc: Mr. and Mrs. Deevy Deevy/Mondragon-Drainage Study GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com John D. Goodman October 13, 2006 Via Facsimile (970) 479-2157 Mr. JR Mondragon Town of Vail, Building Inspector 75 S. Frontage Road, West Vail, Colorado 81657 RE: Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear Mr. Mondragon: We have taken the opportunity to review the recently revised plans with respect to 736 Forest Road. The Deevys will have no objection to the plans revised by Reslock & Sullivan, LLC, dated September 8, 2006, so long as Sheet A-5 reflects revisions on the siding, west elevation to reflect horizontal siding on the lower portion of the wall in a consistent manner. The sheet presently shows vertical siding on the right-hand side of the west elevation. I have discussed this with Mr. Porterfield and his client agrees. I also assume that the application for changes to the approved plans reflect changes including color, drainage plan, landscaping, and a deed restriction. If you have not received information in this regard, please do not hesitate to contact me. We are including a draft of the stipulation and agreement dated September 22, 2006. These items must be complied with in their entirety. Also, the parties have agreed to a deed restriction and amendment to the Townhouse Declaration with respect to a restriction of any egress from the rear window on the south side of the White Rock portion of the residence. At present, there is framing for some type of footer/foundation which we are told is for a retaining wall. In no way shape or form should this be utilized for a patio. Please contact me if your inspection discloses otherwise in contravention of Paragraph 1, Page 2 of the Deed Restriction. John D. Goodman Page 2 10/13/2006 Finally, all approval is conditioned upon the Town of Vail Engineering Department certifying compliance with the 100-year flood plain due to modifications of the natural drainage channel on the southern portion of the residence and on Parcel C of the real property. It is our understanding that you are in receipt of a drainage plan and that you will review the as-built conditions for compliance with the plan and any conditions imposed by the Town of Vail Engineering Department. So long as all of these conditions precedent have been met, the Deevys give their approval for issuance of a building permit. If you have any questions in this regard, please do not hesitate to contact me. Very truly yours, GOODMAN AND WALLACE P.C. John D. Goodman cc: Wendell Porterfield Brian Deevy C:\DOCUME-1\WENDELLILOCALS-1\TEMP\Mondagron Ltr 10-10-06.doc DISTRICT COURT,EAGLE COUNTY,COLORADO Post Office Box 597 Eagle, Colorado 81631-0597 Plaintiffs: BRIAN DEEVY and CARYN 0. DEEVY, V. Defendants: WHITE ROCK PROPERTIES, LLC, a dissolved Colorado limited liability company, VAIL VALLEY BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability Company, doing business as Vail Mountain Builders and Remodelers, LLC, a dissolved Colorado limited liability company, GENARO MAGNA ,ALAN GONCHAROFF, THOMAS J. RYSTROM and JACKIE NORTHROP,jointly and severally,THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A., national banking COURT USE ONLY Association and all unknown persons PORTERFIELD &ASSOCIATES, LLC Wendell B. Porterfield, Jr. Case Number: 06 CV 149 P.O. Box 3149 Vail, Colorado 81658 Phone Number: (970) 949-5380 Div. Ctrm: Fax Number: (970) 845-9135 E-Mail: wbruceinvail.net Atty. Reg. #: 5881 STIPULATION AND AGREEMENT RE: LIS PENDENS AND MODIFICATIONS TO REAL PROPERTY STIPULATION AND AGREEMENT RE: LIS PENDENS AND MODIFICATIONS TO REAL PROPERTY THIS STIPULATION AND AGREEMENT, regarding Las Pendens and modifications to real property is made effective August 31,2006, between BRIAN DEEVY AND CARYN 0. DEEVY(the "Deevys") and WHITE ROCK PROPERTIES, LLC ("White Rock") and VAIL VALLEY BUILDERS AND REMODELERS, LLC ("VVBR"). Recitals The Deevys are record owners of Parcel A, Lot 11, Lot 1,Vail Village Sixth Filing, Vail, Colorado (the "Deevy Property"). White Rock is the record owner of Parcel B, Lot 11, Lot 1, Vail Village Sixth Filing, Vail, Colorado(the "White Rock Property"), The Deevy Property and the White Rock Property are adjoining sides of a duplex. White Rock has undertaken modifications to the White Rock Property and common Parcel C although the modifications are not yet complete. The building permit for the modifications to the White Rock Property,issued by the Town of Vail,VO4-0075,previously expired. The modifications to the White Rock Property were detailed in plans and specifications prepared by Reslock& Sullivan, LLC, architects, which bear varying dates. The parties and the Town of Vail agree that the operative plans were dated March 4, 2004, and revised March 15, 2004 ("the Plans") (Vail DRB File 04-0007). There was a question regarding the shape of certain of the windows and whether the modifications of the window shapes were approved by the Deevys. Certain issues have arisen between the parties which are detailed in the pleadings and motions filed in Case No. 2006 CV 149, Deew v. White Rock Properties. LLC, et al., now pending in the Eagle County District Court("the Civil Action"). The Deevys have filed, among other things, (1) a motion for a preliminary injunction and (2)a motion for mandatory injunction (the "Injunctive Motions"). On June 1, 2006, the Court issued an order regarding the Injunctive Motions. On March 28, 2006, the Deevys recorded a Notice of Lis Pendens at Reception No.200607706 of the real property records of Eagle County, Colorado ("the Lis Pendens"). Deevy filed a motion to release Lis Pendens on June 7, 2006. On June 27, 2006,the Court entered an order denying the Deevys' motion to release the Lis Pendens and ordering White Rock not to sell the White Rock Property("the June Order").The purpose of this Stipulation and Agreement is to define the work that will be done by White Rock and VVBR and to address the Lis Pendens and the June Order directing the parties to confer and attempt to resolve certain matters. Neither party waives any claim or defense by entering into this agreement. The Parties Stipulate and Agree as follows: 1. White Rock shall undertake to complete the modifications to the exterior, rear of the White Rock Property so that said modifications shall substantially conform to the revised and restated plans prepared by Reslock & Sullivan, LLC, dated September 8, 2006 ("the Revised 1 0 0 Plans"), a copy of which are attached hereto, as modified by the sketch showing horizontal siding, a copy of which is also attached. As shown on the Revised Plans, White Rock shall construct the approximate five-foot wall approximately 3 feet east of the south west side of the White Rock Property which joins the Deevy Property and shall construct the approximate nine-foot wall and feature that is parallel to the five-foot wall. Both of these walls and the grade/berm between them are shown on the Revised Plans. There is, however,no requirement that the barbeque grill be built into the wall described above, a feature shown on the plans. The Deevys shall initial or sign the Revised Plans and any application or consent necessary for submittal to the Vail Design Review Board. The window shown on the Plans,facing south, shall be built to scale, shall not be on grade and shall have stone veneer beneath it. It is important to the Deevys that the window be used only as a window, and not as a door for access. The parties have entered into a Deed Restriction and Amendment to Townhouse Declaration, a copy of which is attached hereto. White Rock agrees to restore the retaining wall on Parcel A to the original grade and elevation, replace the dislodged boulder, and move the tree to its original location, or replace the same in a location to be determined by the Deevys. White Rock shall also place the roof drain pipes into the five-foot wall described above. The windows on the upper floor in the rear shall be arched at the top. In performing the work, notice shall be given to the Deevys' agent, Mike Tennent, who is authorized to act on their behalf. 2. White Rock shall restore the stream watercourse in the rear of the properties on Parcel C to its original configuration, depth and course, using original like materials as approved by the Town of Vail and Deevy. In so doing, White Rock shall follow the recommendations of its engineer as to the 100-year flood. Of particular importance to the Deevys is the removal of the first"pond" and the restoration of that area to it original condition, i.e., material, elevation, location, course and depth. It is acknowledged that White Rock may not be able to restore the stream "exactly"because of requirements of the 100-year flood plan. White Rock shall not be required to restore the stream in the area immediately adjacent to the rear of the White Rock Property and patio. White Rock shall follow the Drainage Study by LKP Engineering Inc., dated October 21, 2005, Project No.05207, as modified and approved by the Town of Vail Engineering Department. White Rock shall also follow the recommendations of Alan Jongeneel in the report dated September 1, 2005, items 4,5,6,7 and 9, a copy of which report is attached. 3. The above-referenced work shall be completed within 45 days, after the execution of this Stipulation and Agreement and the appropriate Town of Vail approvals, subject to weather conditions. 4. White Rock shall re-stain/paint the exterior of both properties using, Sherwin Williams A 14 T 5 Alkaline Stain Wood Preservative. 2 0 0 5. The parties acknowledge that this Agreement is not intended to address all issues in the Civil Action and is not intended to be a final integrated agreement of the parties. The parties acknowledge that there are other issues that exist and which will be dealt with through agreement, mediation or litigation, if necessary, and by execution hereof no party waives any fact, argument, claim or defense in the litigation. 6. White Rock represents that it will not perform exterior work without a building permit issued by the Town of Vail and appropriate, required approvals from the Deevys and the Town of Vail. 7. This Agreement shall be binding upon the parties and their respective successors and assigns as well as their contractors and those in privity with them. 8. The work outlined shall be performed by White Rock within the time period specified in Paragraph 3. White Rock shall, upon execution, escrow$50,000 with Stewart Title of Vail, Inc., to insure completion of the work by no later than the spring/summer of 2007. When the work has been completed to the satisfaction of architect William Reslock and Town of Vail (see 43 above), as evidenced by their written approval, the funds in escrow shall be released to White Rock. William Reslock and the Town of Vail with respect to 100-year flood and Drainage Study shall determine whether the work has been completed according to his plans. If the Deevys contend that White Rock has failed to comply with this Stipulation and Agreement it will provide 7 days written notice of such contention, specify in detail the alleged failure to comply and detailing the corrective action they propose. If White Rock fails to comply with its obligations under this Stipulation and Agreement, within 7 days from the date of said notice the Deevys may move for mandatory injunctive relief(without bond). In any such proceeding,the prevailing party shall recover its costs and reasonable attorney fees. 9. The parties stipulate and agree that the court shall enter an order releasing the Lis Pendens and vacating that portion of the June Order directing White Rock not to sell the White Rock Property. A proposed form of Order is attached hereto. WHITE ROCK PROPERTIES, LLC 2 VAIL VALLEY BUIL S AND REMODELERS, L BRIAN DEEVY CARYN O. DEEVY 4 o, �y:p• f I 1 f �p it w FF l�a ` �Vr Ff � y PT 73 i� �1� r tri 4 �q • N: 1 ^I�.��,''iI•^n C .YR .r T o� i�tE''+YY; n a ►1Cm ��vi ," 'r �. y Reslock-&,SulUvan,L.L.C. c- r �';"" 736 FOREST RD., IIT B f, : VAll.,COLORADO • s '. n :i_ _ I � E i i I I f Reslock&Sullivan,T..I..C. N 736 FOREST RD., UNIT B !`Gillian,F.Ite.Wck.Al..& Q I� \SAIL,COLORADO Arcb frct ........ i i 4 i I i I I s I I r r �Restock&Sullivan,L L.C. 736 FOREST RD., UNIT B ��^�" Ia i- WilU.m F,Elrsloc{y Ad A. 0 VAIL,COLOPUDO A�e3n€cn I { i N j •L .r q� I i 1 i i ' 3 Now 75 Ej �L 1 i k ._......��..._._ ........✓' " Reslock&Sullivan,I..I_C 73G FOREST RD.,UNIT B SAIL COLOEt4D0 Wgi—F.R-1.4k..M.A. A chiscsi a YpSp. a L -jaF �', 4 It IN, H,a moi. f a ' _ Jt fI� } I• :...�.,.�..•..,meq a a. i.. 3 f{ > E � E - ', 1 1� I�x 'Itcslacl:8r Sullivan,L.L.C. s+� 736 FOREST"RD., UNIT B Un ^:SNI MAIL,COLORADO ma��F.�u ,a,ti - O P ',��i I j � ACiitlk CCt Moil mawl 7 p .mow.. i TIT mpg_ �.nswFislE 4 �4 ..ttom .- �vy@�{_�� G ■ -�� � r� _ �iE a: • w R- p k kits t r a� w � - . -, i �. ' � 3 ix-It z4sg �. .'+. 3 Y y ' t + FM i w H. i i Der rr�a .�n ConstrUC.In;i " ::I;. :i . Claims,Scheduling and Cost Experts SITE INSPECTION REPORT SEPTEMBER 1,2005 DUPLEX AT 736 FOREST ROAD VAIL, COLORADO . DEEVY RESIDENCE-UNTT B BY ALAN W. JONGENEEL DEMAND CONSTRUCTION SERVICES, INC. OBESERVATIONS 1) The front of Unit B was not"pushed out". It was built per the approved plans (3/4/04), except the utility meter court was 2"to 4"narrower than on the plans, 2) Unit B was not"moved back". The master bedroom protrudes 1 I-F beyond Unit A per the approved plans. 3) The area behind the Unit B master bedroom was totally changed from the approved plans. a. The retaining wall (formed up)outside of the MBR was not on the plans or approved. b. No patio-%,as approved for this location. c. No egress was approved for this location. The plans called for a window at the south elevation of the MBR. This has been changed to a double French door. d. The approved egress from the MBR was from the east side of the MBR onto the approved patio. The previously existing double door has been changed to a window. e. The barbecue area extension wall and roof to south of the MBR has been eliminated. This feature would have screened the Unit B patio from the Unit A patio, and provided total separation and privacy between the two patios. Exhhiblirt "E" .��N�fNr Pik v� f. The area south of the MBR was to be a graded area with native grasses and flowers at elevation 8138 f, draining away from Unit B to the relocated rock stream bed with liner. The top of the unauthorized retaining wall is formed up to be at elevation 8141 �or 3'±higher than the approved grade. The top of unauthorized patio would be at approximately elevation 8139. g. The stub wall protruding south in line with party wall was not built. (Dwg Al). 4) The existing pond, below the main drainage from the area above and behind the duplex, appears to have been raised in elevation. Drawing Al (3/4/04)indicates the following; Existing pond elevation=8137:- Existing Unit A patio=8136.5' New Unit B patio= 8133.7' So the existing pond was 0.5'above the existing Unit A patio and was to be 3.3'above the new Unit B patio. My observations on 911/05 were that the relocated pond was 2 %z to 3'abovethe Unit A patio and 5 %'above the Unit B patio. (This is the cuzrent pond water level which was 1 - 1 'below the rock edge of the pond). Unit A is exposed to greater runoff and %z drainage due to this change. 5) A large boulder has been removed from the,Unit A rock wall, which is adjacent to the formed-up retaining wall south of Unit B MBR. 6) The locations of the Unit B spa and the adjacent second pond have been changed from the approved plans. 7) The second pond was designed at elevation 8135.0 - or 1.3' above the Unit B patio. As constructed, it is actually 0.7'below the Unit B patio. Drainage from beneath the corner of the spa in a rock streambed. pond travels 8) The concrete retaining wall along outside edge of the Unit B patio was not built (as required on the approved drawings). The top of this wall was t4 be at elevation 8138'or 4.3'above the Unit B patio. This would have provided much greater protection of the Unit B patio from runoff, 9) From the topographic map sheet 643T-03 (12/30/03), it Iooks like the pond was below the elevation of the top of the Unit A rock wall(if pond was at 8137 as noted on Dwg A1). The revised pond'location creates a much greater exposure of the Unit A patio and structure to flooding and runoff. 10)Lights moved on party wall? There were no lights on the party wall or evidence of Iights being removed. -2- 11)There is a problem with rain gutter discharge from Unit A and Unit B south roofs due to drainage changes at Unit B. A downspout extension currently carries the discharge from the Unit B south roof to the pond. (See photos 5920 to 5925) Note: In my copy of the permit set of drawings, Sheet A3.0 is only partially printed, with all of the main level plan omitted. A5.0 is partially obliterated, as is the title block of the topo map drawing. -3- 10/27/2005 13:49 970926 LKP ENGINEERING I6 PAGE 02 � P Engineering, Inc. CrUMOCAL DRAINAGE STUDY 736 Forest[load-East Part of Duplex Lot 11,Block 1, Vail Village Filing No. 6 Town of Vail Eagle County, Colorado October 21,2005 Project No. 05207 Prepared for r� Mr. Alau Gonclharoff ORE I Whiterock LLC ti .• PEtq�•.�F� P.O. Box 297 Vail CO 51658 ` 29528 fix N At by Luiza Petrovska,PE P,O,Box 2837, Edwards,CO 81632, (970)926.9088 Tet, (970)926-9089 Fax 10/27/11005 13:09 9709269 LKP ENGINEERING 16 PAGE 03 DR41NAGESPUDY TABLE OF CHTENTS SCOPEOF STUDY........................ ....................................................... .2- INTRODUCTION ................................................................................... -2- RECORDS RESEARCH ........................................................................ .3- DRAINAGEBASIN ......................................................... ..................... -3- DRAINAGE CRITERIA ........................................................... ............ .3- FINDINGS AND RECOMMENDATIONS ........................................... .4- LIMITATION .......................................... .4- LIMITATION -............. ................................................................ ...... -6- APPENDIX 10/27/005 1::49 970926 LKP ENGINEERING I6 PAGE 04 DR41A1.4 GE'STUDY SCOPE OF STUDY This report presents the results of the drainage study,reviews of existing documents and records, analysis of the information, site visits and recommendations for the sizing of the drainage Swale. The purpose of the study was to calculate the runoff from a 100-year storm event, and to provide design recommendations for the sizing of the drainage swale based on those calculations. INTRODUCTION The site is located at 736 Forest Road in the Town of Vail, Eagle County, Colorado.It is on the uphill side of the road. The topography of the site is steep. There is an existing duplex on the site. On the south side of the duplex are patios and landscaping. At about the south middle of the two patios is a cascading water feature. Tlae water originates at the top of this feature,runs through a rock lined channel feeding a small pond, continues easterly through a rock lined channel to a second little pond, goes under a hot tub,runs along the east side of the east part of the duplex through another rock lined channel,discharging into the street curb and gutter. The little pond at the top of the eater feature is above both patios. It is lined with an impervious moisture barrier and rocks and is retained with a boulder retaining wall. The water level in this pond(based on visual observation,no measurements taken)is about one foot below the top of the rocks retaining it. The tap kart of the rock:lined channel is steep with several steps in it, and it is shallow. A concern hes been raised about the pond and the channel overflowing during a runoff period and flooding the patio and the structure of the west unit. -2. 10/27/2005 16:49 9709269 LKP ENGINEERING PAGE 05 DRAINAGE STUDY RECORDS RESEARCH For the drainage study we used the following resources; 1. A site plan prepared by Bill Reslock,Reslock&Sullivan, LLC, Architects, faxed to us on October 18,2005. 2, Rainfall intensity-duration-frequcncy curves for die Town of Vail. 3. Eagle County GIS aerial topography. 4. Field site reconnaissance. DRAINAGE BASIN The project site is withiza the Gore Creek Drainage basin. The watershed above the building site,as shown on the attached location skotch,consists of an area of approximately 2.5 acres. As observed during our site visit on October 19,2005,there was a very small,live stream running through the watershed, feeding the water feature. The stream originates as a small spring at about 150 feet south from the building. The stream makes a wide, and very shallow turn at about 70 to 100,feet south frotn the building. The vegetation of the watershed consisted of aspen forest with few pines and a grass understory. There were many fallen aspen trees through the forest.The elevation difference from the top of the water feature to the top of the watershed is about 500 feet.The topography of the watershed is steep. ORAINAGE CRITERIA The Rational method, for small watersheds of lip to 200 acres,was used for the calculations of this drainage study. The design storm event analyzed was thel00-year storm. The following formula was used to determine the peak discharge: Q=CiA Where: Q=Peak discharge(efs) -3- 10/27/2005 12':49 9709269 LKP ENGINEERING 1,6 PAGE 06 DRQ(NAGE STUDY C=Runoff coefficient, a ratio of runoff to rainfall 1 =Average rainfall intensity for a duration equal to the time of concentration, for a selected return period(in/hr) A-Watershed drainage area(ac) The rainfall intensity curves for the Town of Vail,Eagle County,were used in the calculations. Runoff coefficient of 0.7 was used in the calculations for steep watersheds with forest and sparse understory vegetation. Following are the summary results for the 100-year storm event: Rational Method Given Input Data: Description . . , . . . . . 736 Forest Road, Vail IDF Curve . . . . . . . . . . C:\Program Files\Land Desktop 2005\Datalhd\Vail.idf Rainf ll Prequemcy 100 year(c) ------------------------------------------------------------ Area Area Coet TC Intensity Flow Description ac min in/hr cfs ------------------------------------------------------------ Forest, steep 2.5 0.70 6.0 5.45 9.54 The peek flow from the 100-year storm event is 9.54 cfs. FINDINGS &RD REGI MMENiD1(MNS Eased on the drainage study,the proposed new drainage swale(channel) will have a trapezoidal shape with one foot wide bottom. It will be 1.5 feet deep with side slopes of one to one. The new channel(see attaches} detail) will be lined with a pond liner end covered with rocks. The backfill material and the bottom of the channel will be compacted.The completed, new channel will be re-vegetated to reduce the potential for erosion. Following are the calculations for the drainage charnel: 4- 10/27/2005 13:49 9709269 LKP EfJGINEERI11G 16 PAGE 07 DR,4INA G.E STUDY Channel Calculator Given Input Data; Shape ........................... Trapezoidal Solving for..................... Depth of Flow Flowrate ........................ 9.5400 cfs Slope ........................... 0.4000 ft/ft Manning's n..................... 0.0280 Height.......................... 1.2000 ft Bottom width .................... 1.0000 ft Left slope...................... 1.0000 ft/ft (V/H) Right slope—.................. 1.0000 ft/ft(V/H) Computed Results: Depth ........................... 0.4502 ft Velocity........................ 14.6110 fps Full Flowrate ................... 63.0933 cfs Flow area..............,........ 0.6529 ft2 Flow perimeter.................. 2.2734 ft Hydraulic radius................ 0,2822 ft Top width....................... 1,9005 ft Area ............................ 2.6400 f12 Perimeter....... . ........... 4.3941 ft Percent full .................... 37.5199% Critical Information Critical depth. ........ 1.0155 ft Critical slope .................. 0.0180 ft/ft Critical velocity............... 4.6611 fps Critical area................... 2.0467 ft2 Critical perimeter.............. 3.8722 ft Critical hydraulic radius ... ... 0.5286 ft Critical top width.............. 3.0310 ft Specific energy................. 3.7 67 8 f1 Minimurn energy.................. 1.5232 ft Froude number-................. 4.3946 Flow condition.................. Supercritical Even though the recommendations of this report are intended for the improvement of the already constructed channel for the water feature, we also,recommend that the stream channel is improved on the uphill side of the new improvements,where the stream makes a wide, and very shallow .5_ 10/27/2005 13:49 970926 LKP ENGINEERING 10 PAGE 06 DRAIMAGE STUDY turn at about 70 to 100 feet south from the building, This area does not have a channel and it can easily overflow even during a 2-year storm event, The runoff from this area will most likely be directed toward the patio on the west side of the duplex.Any part of the improved drainage channel should have a slope equal to or greater than 2 percent. LIMITATION The above report has been prepared for the exclusive use of Mr. Alam Goncharoff,Whiterock,LLC,for the proposed new water feature, at 736 Forest Road,Town of Vail,Eagle County,Colorado.The study is limited to the information provided and the data available at the time of our study. This report has been prepared according to locally accepted professional engineering standards at this time. There is no other warranty either expressed or implied. If you have any questions,please do not hesitate to call. Sincerely, LKP Engine �los�run�l►p► 'N : ,ri a: 29526 Ce Luiza YetrcAt 'c ,,P2 •;�'� President '4y,4�d'Sf'NAL••...•E�G� a 4yapanli�uuubu`� Enclosure -6- 10/27/2005 13:49 970926 LKP ENGINEERING I,6 PAGE 11 CDUPACTO nU M AML" THE 3 5, min. CO WACTO FILL ('SaL UMVARD FAW91 FRGMI W KY DPW M GWAIE GRADE TW MW FW YW NEW a A Lm rw mw 01727/ FAR LMIE7P MRH Rt7G7f STwR GRAPE CUT A MINIMUM OF ONE FOOT INTO UNDISTURBED SOIL NOTE. AS AN AUERNA77W, THE EN77RE DITCH CAN BE CUT INTO THE EXISTING GRADE, LINED W7N AN IMPERVIOUS MOISTURE BARIER AND COVERED WITH RIP-RAP. TYPICALCROSS SECTION FDR TH, DRAINAGE DITCH N.T.S. ciwasorlcm�[cat. Dl7'CA DETAIL LKP nwxwr Mai Engineering, Inc. wr r1, from vAK wuAw n wO Na v 7JO FVMr Fnwot vAx Maur, N.TS. P.D. On 2617 Edward., 00 81#32 EAGLr OgWrY, OftOPA00 OA4 tal (970) 026-DOB fm (970) 021-90SO 16/27/2005 13:49 9709269 LKP ENGINEERING 10 PAGE 09 DR,4hV.4GE sTUD r APPENDIX 20/27/2005 13:49 970926 LKP ENGINEERING 7,6 PAGE 10 q 1 !�Sr T }A� C r art S'r ,.•a'. '�«I � ,�}, �.�f r (•� �. �., ,W Y► 1� 1 '.rte! -.N1 F'1. I�r�� t ~�M � �r. �I �i Sr r ,�?�•� ��''�` 1 IPS.: �^, �+�, liti:+��yr� a �tr �.. �� 1� �{w 1.k+,_, � 4 I. ;^vy' 11,.'ts �'"`t'i'ftl:; � 1 i.' 1 a' :'.` I r11q.Et n—� d• ��■■ ..�' q,C" 'r �!v cR ei Sit y v—• 1 •�•it��, Q I � a P�"M'�fly� },.AfF4� PP�� �:, f y,� ., � „i �, ;, k f;rt " vTn.4 t�(I/ f �� r t f , 1 iF_S���t „'t.. ►� "e' 1 Y � y •r �,• � ��a �` 1 ti L� 7'�Arit bll�a� � . •4a � Mxr � a 1" M�a 1� A �. h �� R'aj �� �l„ 1 Y �•`'u� i•q 5 a � �. . r r • � ` �ti- .��'� '�� r "� I �r �* as ►',�, l� '�;�`' °��.. ;� o„e�8� � ' plc. c_Ydr•' •��� . 1 h WS f y �V�� Y1•i+ � 1'}�,1p�'.;� ���� >H 1'�"� ��� S,.','. �a♦h,l `,It � p,• r 1 e p �'1 r� �" ��.]y}'?{ �.5'I 'tt'•e�•: � t , A I. 5 E►'l Y yr 1 ' 4 r +r04 w -f' E LOC477ON SKETCH �oB � LKP Engineering, In C. Lor 11, MGE FIM Nae SCAM 05207 7�_FOXYr RW, VAX M 1. _ Ja0' P.O. 9w1 7bJr Ed.Qds, CO 41972 EItrA[E 410 WTI AOLONAW 14 (970) 929-9098 rax (970) 926-600 M°" Thanges To The Approvel Plans Application for Design Review i" Department of Community Development fr 75 South Frontage Road, hail, Colorado 81557 Tou OF f 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, Blease refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a Building permit is issued and construction commences within one year of the approval. Description of the Request: Re-v t s i 0 r+ s 4-o Win ow lrxn SCa , and 6.nC15C0'pilq ,p I,) �Ni'iy`'" i`T h cv CC>vy2s,' Location of the Proposal: Lot: (I Block: l Subdivision: W11yt tt aac, (V*% Ft(;.6 a Physical Address: _73(e e_� r aC , F_OLS+ U0 11+ Parcel No.: '21010'721101-7 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: rr'�mar - S:COYN&CXrg Name(s) of owner(s): �h.;fie. RDcY, Pro t✓e6ts Mailing Address:, Wo o 6xa. k �WC. trJ� AC ' r�►ns NH I060-7 Phone: 9 i 4) VpC5- q Ck_ 0 Owner(s) Signature(s): ( o ) .L I-L,d(ZI Name of Applicant: MailingAddress: PV00 0;we, CC) ' E-mail Address: f _I I �` Fax:S3t3 3)`7"?a- $ Type of Review and Fee: © Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board, Submittal Requirements: 3 Sets of Plans Addressing Project Changes Signature of Homeowner(s) or Association For Office Use Only: Fee Paid: Check No.: By: Meeting Date: DRB No,: Planner: Project No.: F:1cdeOFORMS1PerinitslPlanninglDRpldrb_change_to_api:roved_plans_i—page_05-11-2006.doc OVAUIL 10WN COAiAii7NryV OEVBLDpF�Nr ,JOINT PROPERTY OWNER WRITTEN APPROVAL LEITER I, (print name) , a joint owner of property located at(address/legal description) t, care 5t 6 Loi t 1 4 o K 1 V 0:1 provide this letter as written approval of the plans dated c1• CAP which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above, I understand that the proposed improvements include: �vl5lohS 47> Wto o%45 0.n 1 � l _.�i;'-lN` N I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. (Signature) _ (Date) F:IcdevIFORMSIPermitslPtanning\DR81drb_change_to_approved_plans_1_page_05-11-2005.doc DEED RESTRICTION and AMENDMENT TO TOWNHOUSE DECLARATION This Deed Restriction and Amendment to Townhouse Declaration is made effective August 1, 2006, by and between Brian Deevy and Caryn O. Deevy ("the Deevys") and White Rock Properties, LLC, a Colorado limited liability company ("White Rock"). RECITALS On March 19, 1980, a Townhouse Declaration was recorded in Book 300 at Page 311 at Reception No. 196700 of the real property records of Eagle County, Colorado ("the Declaration"), which Declaration affects the real property described as Lot 11, Block 1, Vail Village Sixth Filing, according to the recorded plat thereof, County of Eagle, State of Colorado. The Declaration created Parcel A, Parcel B and Parcel C. The Deevys are the owners of Parcel A and an undivided one-half interest in Parcel C ("the Deevy Parcel"); White Rock is the owner of Parcel B and an undivided one-half interest in Parcel C ("the White Rock Parcel"). On July 18, 2005, an Agreement made between the Deevys and White Rock relating to the Deevy Parcel and the White Rock Parcel was recorded at Reception No. 923051 of the real property records of Eagle County, Colorado ("the Agreement"). The Agreement related to the construction of an Addition on a portion of the White Rock Parcel, said Addition to be constructed substantially in conformity with plans prepared by Reslock and Sullivan, LLC ("the Plans") and submitted to the Town of Vail which are dated 3/4/04 and revised 3/15/04, even though the Agreement references another set of plans dated October 28, 2003, which have been lost. The Plans on Sheet A-6 show a main floor window being constructed on the westerly, rear corner of the home on White Rock Parcel facing and opening to the south ("the Rear Window"). The parties desire to provide that the Rear Window will always remain a window and that it will not be used for any other purpose. The parties covenant and agree that between • 0 the 9' wall to the east of the Rear Window and the 5' wall to the west of the Rear Window there shall be a berm between the two retaining walls, and not a patio or deck of any kind. Now therefore, in consideration of the foregoing and for good and valuable consideration the sufficiency of which is hereby acknowledged, it is agreed: 1. The Rear Window shall be used for no purpose other than as a window and shall not be used as a door or aperture providing ingress or egress to the exterior of the White Rock Parcel, or as access to any deck or patio in between the two retaining walls. This Use and Deed Restriction is a voluntary building and use restriction and shall be construed to protect the privacy and security of the Deevy Parcel. Further, this Use and Deed Restriction containing the aforementioned building restriction shall be a covenant running with the land, benefiting the Deevy Parcel and burdening the White Rock Parcel. 2. In the event of any violation or threatened violation of the restrictions set forth in this document, the owner of the Deevy Parcel shall be entitled, upon application, to injunctive relief prohibiting use in contravention of this Use and Deed Restriction and, if necessary, requiring the restoration of the White Rock Parcel to a condition that does not violate this document, all at the sole cost and expense of the owner of the White Rock Parcel. Such relief may be ordered without bond and in any such proceeding or action the prevailing party shall be entitled to recover its costs and reasonable attorney fees. BRIAN DEEVY CARYN O. DEEVY WHITE ROCK PROPERTIES, LLC 2 State of Colorado ) )Ss County of The foregoing Deed Restriction and Amendment to the Townhouse Declaration was acknowledged before me this day of ,2006, by Brian Deevy and Caryn O. Deevy. Subscribed and sworn to before me this day of ,2006. Witness my hand and official seal. Notary Public My commission expires: State of Colorado ) )SS County of Eagle ) The foregoing Deed Restriction and Amendment to the Townhouse Declaration was acknowledged before me this ( ( day of 694--/-j ham. , 2006 _°te � b y��. Cs`��/4 i f aS l�'1C K 86,2 of White Rock Properties, LLC. Subscribed and sworn to before me this day of (0v� ' 2006. Witness my hand and official seal. 1;6.?ORT�f�,� c� '°.�o Notary Public a My commission expires: C) 0 or C 'QP p4 My Commission Expires 8!10120 Anio 3 0 0 DISTRICT COURT,EAGLE COUNTY,COLORADO Post Office Box 597 Eagle, Colorado 81631-0597 Plaintiffs: BRIAN DEEVY and CARYN 0. DEEVY, V. Defendants: WHITE ROCK PROPERTIES, LLC, a dissolved Colorado limited liability company,VAIL VALLEY BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability Company, doing business as Vail Mountain Builders and Remodelers, LLC, a dissolved Colorado limited liability company, GENARO MAGANA ,ALAN GONCHAROFF, THOMAS J. RYSTROM and JACKIE NORTHROP,jointly and severally, THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A., national banking COURT USE ONLY Association and all unknown persons Case Number: 06 CV 149 Div. Ctrm: ORDER FOR RELEASE OF LIS PENDENS This matter came before the court upon the Stipulation and Agreement Re: Lis Pendens and Modifications to Real Property filed by parties and the court having considered said Stipulation and Agreement, Finds, that the real property owned by White Rock and described in the Notice of Lis Pendens recorded on March 28, 2006, at Reception No. 200607706 of the real property records of Eagle County, Colorado, will not be affected by a judgment on the issues that remain pending in this action. It is Therefore Ordered, that the Lis Pendens recorded as described above be released. It is further ordered that, the parties having conferred as directed by the court in its Order entered June 27, 2006, that portion of the Order entered June 27, 2006 directing White Rock not to sell its property is vacated. There being no just reason for delay, this Order is final pursuant to C.R.C.P. 54(b). 1 # 0 Done this date of , 2006. BY THE COURT: District Judge 2 LISP Engineering, Inc. _ CMUGEMCHNICAL oTown fail R FFI- � Fl UP� DRAINAGE STUDY 736 Forest Road - East Part of Duplex Lot 11, Block 1, Vail Village Filing No. 6 Town of Vail Eagle County, Colorado October 21, 2005 Project No. 05207 Prepared for th Mr. Alan Goncharoff ��1��` x'04 RFf;1 Whiterock LLC ��` "''I�'grNo'�;� P.O. Box 297 vc �� L� -� Vail CO 81658 29526 by Luiza Petrovska, PE P.O. Box 2837, Edwards, CO 81632, (970)926-9088 Tel, (970)926-9089 Fax DRAINAGE STUDY TABLE OF CONTENTS SCOPEOF STUDY ................................................................................ -2- INTRODUCTION ................................................................................... .2- RECORDS RESEARCH ........................................................................ .3- DRAINAGE BASIN ............................................................................... .3- DRAINAGE CRITERIA ........................................................................ .3- FINDINGS AND RECOMMENDATIONS ........................................... -4- LIMITATION ......................................................................................... -6- APPENDIX DRAINAGE STUDY SCOPE OF STUDY This report presents the results of the drainage study, reviews of existing documents and records, analysis of the information, site visits and recommendations for the sizing of the drainage swale. The purpose of the study was to calculate the runoff from a 100-year storm event, and to provide design recommendations for the sizing of the drainage swale based on those calculations. INTRODUCTION The site is located at 736 Forest Road in the Town of Vail, Eagle County, Colorado. It is on the uphill side of the road. The topography of the site is steep. There is an existing duplex on the site. On the south side of the duplex are patios and landscaping. At about the south middle of the two patios is a cascading water feature. The water originates at the top of this feature, runs through a rock lined channel feeding a small pond, continues easterly through a rock lined channel to a second little pond, goes under a hot tub, runs along the east side of the east part of the duplex through another rock lined channel, discharging into the street curb and gutter. The little pond at the top of the water feature is above both patios. It is lined with an impervious moisture barrier and rocks and is retained with a boulder retaining wall. The water level in this pond (based on visual observation, no measurements taken) is about one foot below the top of the rocks retaining it. The top part of the rock lined channel is steep with several steps in it, and it is shallow. A concern has been raised about the pond and the channel overflowing during a runoff period and flooding the patio and the structure of the west unit. -2- DRAINAGE STUDY RECORDS RESEARCH For the drainage study we used the following resources: 1. A site plan prepared by Bill Reslock, Reslock & Sullivan, LLC, Architects, faxed to us on October 18, 2005. 2. Rainfall intensity-duration-frequency curves for the Town of Vail. 3. Eagle County GIS aerial topography. 4. Field site reconnaissance. DRAINAGE BASIN The project site is within the Gore Creek Drainage basin. The watershed above the building site, as shown on the attached location sketch, consists of an area of approximately 2.5 acres. As observed during our site visit on October 19, 2005, there was a very small, live stream running through the watershed, feeding the water feature, The stream originates as a small spring at about 150 feet south from the building. The stream makes a wide, and very shallow turn at about 70 to 100 feet south from the building. The vegetation of the watershed consisted of aspen forest with few pines and a grass understory. There were many fallen aspen trees through the forest. The elevation difference from the top of the water feature to the top of the watershed is about 500 feet. The topography of the watershed is steep. DRAINAGE CRITERIA The Rational method, for small watersheds of up to 200 acres, was used for the calculations of this drainage study. The design storin event analyzed was the 1OO-year stonn. The following formula was used to determine the peak discharge: Q =CIA Where: Q —Peak discharge (efs) -3- DRAINAGE STUDY C =Runoff coefficient, a ratio of runoff to rainfall I= Average rainfall intensity for a duration equal to the time of concentration, for a selected return period (m/hr) A=Watershed drainage area(ac) The rainfall intensity curves for the Town of Vail, Eagle County, were used in the calculations. Runoff coefficient of 0.7 was used in the calculations for steep watersheds with forest and sparse understory vegetation. Following are the summary results for the 100-year storm event. Rational Method Given Tnput Data: Description . . . . . . . . 736 Forest Road, Vail IDF Curve . . . . . . . . . . C: \Program Files\Land Desktop 2005\Data\hd\Vail.idf Rainfall Frequency 100 year(s) -------------------_-_-____-_-------------------------------- Area Area Coef Tc Intensity Flow Description ac min in/hr cfs ------------------------------------------------------------ Forest, steep 2 .5 0.70 6.0 5 .45 9 .54 The peak flow from the 100-year storm event is 9.54 cfs. FINDINGS AND RECOMMENDATIONS Based on the drainage study, the proposed new drainage swale (channel) will have a trapezoidal shape with one foot wide bottom. It will be 1.5 feet deep with side slopes of one to one. The new channel (see attached detail) will be lined with a pond liner and covered with rocks. The backfill material and the bottom of the channel will be compacted. The completed, new channel will be re-vegetated to reduce the potential for erosion. Following are the calculations for the drainage channel: -4- DRAINAGE STUDY Channel Calculator Given Input Data: Shape ........................... Trapezoidal Solving for ..................... Depth of Flow Flowrate ........................ 9.5400 cfs Slope ........................... 0.4000 ft/ft Manning's n ..................... 0.0280 Height .......................... 1.2000 ft Bottom width .................... 1.0000 ft Left slope ...................... 1.0000 ft/ft (V/H) Right slope ..................... 1.0000 ft/ft (V/H) Computed Results: Depth ........................... 0.4502 ft Velocity ........................ 14.6110 fps Full Flowrate ................... 63.0933 cfs Flow area ....................... 0.6529 ft2 Flow perimeter .................. 2.2734 ft Hydraulic radius ................ 0.2872 ft Top width ....................... 1.9005 ft Area ............................ 2.6400 ft2 Perimeter ....................... 4.3941 ft Percent full .................... 37.5189 % Critical Information Critical depth .................. 1.0155 ft Critical slope .................. 0.0180 ft/ft Critical velocity ............... 4.6611 fps Critical area ................... 2.0467 ft2 Critical perimeter .............. 3.8722 ft Critical hydraulic radius ....... 0.5286 ft Critical top width .............. 3.0310 ft Specific energy ................. 3.7678 ft Minimum energy .................. 1.5232 ft Froude number ................... 4.3946 Flow condition .................. Supercritical Even though the recommendations of this report are intended for the improvement of the already constructed channel for the water feature, we also, recommend that the stream channel is improved on the uphill side of the new improvements, where the stream makes a wide, and very shallow -5- DRAINAGE STUDY turn at about 70 to 100 feet south from the building. This area does not have a channel and it can easily overflow even during a 2-year storm event. The runoff from this area will most likely be directed toward the patio on the west side of the duplex. Any part of the improved drainage channel should have a slope equal to or greater than 2 percent. LIMITATION The above report has been prepared for the exclusive use of Mr. Alan Goncharoff, Whiterock, LLC, for the proposed new water feature, at 736 Forest Road, Town of Vail, Eagle County, Colorado. The study is limited to the information provided and the data available at the time of our study. This report has been prepared according to locally accepted professional engineering standards at this time. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering ri��wH�ttre�� A \Y i �e�VVVVV 9526 a Luiza Petrovs' ���.2✓•a�° �� President Enclosure -6- DRAINAGE STUDY APPENDIX Amok. ldmlh� r r - � h� •ti qvj I rF ,�- --tip ,.r�'—'� —,.�.. �,,,.•T ..��+ � �,�' �- LOCATION SKETCH CWM/GZOnCHMCAL. Ma"r NO 05207 LKP '' Engineering, Inc. LOT 11, BLOCK 1. VAIL T�GE RLWG NO. 6 $GUE N 1 300 P.O. Box 2837 Edwards, CO 81632 EAGLE COUNTY COORS DRANpMp Na: td (970) 926-9068 fax (970) 926-9089 Awlk AML COMPACTED nLL 717 ANCHOR THE LIN 3.5' min. COMPACTED flu (SOIL EXCAVATED opo nNISH FROM THE NEW DITCH) TO CREATE THE BERM FOR THE NEW DI NER LWOR LINE THE NEW DITCH FOR LINER WTH ROpf STING GRADE CUT A MINIMUM OF ONE FOOT INTO UNDISTURBED SOIL NOTE.• AS AN ALTERNATIVE, THE ENTIRE DITCH CAN BE CUT INTO THE EXIS77NG GRADE, LINED WITH AN IMPERVIOUS MOISTURE BARTER AND COVERED WITH RIP—RAP. TYPICAL CROSS SECTION FOR THE DRAINA GE DITCH N. T.S. DITCH DETAIL CnU/GSOTECHKICAL PROJECT MO 05207 LKP Engineering, Inc. LOT 11, BLOCK 1, VAIL KLAGE nLING NO. B 736 T ROAD, VAX N TS P.O. Box 2837 Edwards, CO 81832 EAGLE COUNTY, COLORA00 DIRAWW NO: tel (970) 928-9088 fax (970) 928-9089 1 2 TOWN OF VAIL DEPARTMENT OF COMMUNITY DE40PMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E04-0164 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 09/02/2004 Parcel No...: 210107211017 Issued . . : 11/01/2004 Project No Expires . .: 04/30/2005 OWNER WHITE ROCK PROPERTIES LLC 12/31/2003 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 CONTRACTOR A-Phase Electric, LLC 09/02/2004 Phone: 970-845-0188 PO Box 1564 Avon, Co 0749 Deer Blvd. #3 Avon, Co 81620 License: 313-E APPLICANT A-Phase Electric, LLC 09/02/2004 Phone: 970-845-0188 PO Box 1564 Avon, Co 0749 Deer Blvd. #3 Avon, Co 81620 License: 313-E Desciption: COMPLETE ELECTRICAL REMODEL Valuation: $24,100.00 FEE SUMMARY Electrical---------> $450.00 Total Calculated Fees--> $453.00 DRB Fee---------> $0.00 Additional Fees----------> $0.00 Investigation----> $0.00 Total Permit Fee--------> $453.00 Will Call---------> $3.00 Payments------------------> $453.00 TOTAL FEES--> $453.00 BALANCE DUE--------> $0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/02/2004 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. TOWN OF VAIL r!TMENT OF COMMUNITY DEVELORENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E04-0164 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied. . : 09/02/2004 Parcel No...: 210107211017 Issued. . . 11/01/2004 Project No �, �Z� ( -C,60 Expires . .: 04/30/2005 OWNER CONTIGUGLIA, S.R. . - KLEIN, 09/02/2004 Phone: - MISHELL, BARBAR D. 4545 EAST NINTH AVE SUITE 350 DENVER CO 80220 License: CONTRACTOR A-Phase Electric, LLC 09/02/2004 Phone: 970-845-0188 PO Box 1564 Avon, Co 0749 Deer Blvd. #3 Avon, Co 81620 License: 313-E APPLICANT A-Phase Electric, LLC 09/02/2004 Phone: 970-845-0188 PO Box 1564 Avon, Co 0'149 Deer Blvd. #3 Avon, Co 81620 License: 313-E Desciption: COMPLETE ELECTRICAL REMODEL Valuation: $24,100.00 *ww*www**wwwkw*w***w**ww*******ww**w******wwwwkwwwwwwwwwwwwwwwwww*www FEE SUMMARY kwkwkwwkwwww*wwwwwkwww***k******************wwww*www******** Electrical---------> $450.00 Total Calculated Fees--> $453.()() DRB Fee--------- $0.00 Additional Fees----------> $0.00 Investigation----> $0.00 Total Pen-nit Fee--------> $453.00 Will C'all--------= $3.0 0 Payments------------------ $453.0 0 l'OI Al,FEFS--:> $453.00 BALANCE DUE-------> $0.00 *********w****w*w**k*wkwwwwkwwwwwwwkwwkwkw***w*******r**+kw**wt****wwwwwwwwwwwwkwwkwkwxw**tw*wkww kkwwwwwwwwwwwwwwwwkwwwwwww*swkkwkwwwxwx:xwwrwwwwwk Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/02/2004 JS Action: AP Item: 05600 FIRE DEPARTMENT w*****%************%wwwwwwwwwwwwwwwwwkwwkwww*w****w**kww**ww**kkwwwww:kwwWwwwwwkwwwwkwkkwkkkkwwwwwwwwwwwwwwMewww*wwwwwkwwkkwwwwwwwwwwwwwwwwwkwwwkww CONDITIONS OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. kkk kkkkwkkkkkkkkkkkkkkkwwwwwwwwkkwkkkkkkk kkkwkkkwkwkwkkwkwkkkwwwwwwwwwwwkwwwwkwwwwkkwkwkakwwwwwwwwwwwwww***ww*****************wwwwwww****wk*�:**** DECLARATIONS I hereby acknowledge that i have read this application, filled out in Cull the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPLCI'ION SHALT.BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPI ONF.AT 79-2(49 OR AT OUR OFFICE FROM 8:00 AM-4 PM. TOWN OF VAIL, COLORADO Statement Statement Number: 8040007030 Amount: $453.00 11/01/200411:56 AM Payment Method: Check Init: LT Notation: A-Phase / ck1564 ----------------------------------------------------------------------------- Permit No: E04-0164 Type: ELECTRICAL PERMIT Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $453 .00 This Payment: $453 .00 Total ALL Pmts: $453 . 00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts EP 00100003111100 TEMPORARY POWER PERMITS 450.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 09/0112004 14: 13 25146054 APHASE ELECTRIC PAGE 01 INCOMPLETE�R UNSIGNED APPLICATION WILL NOT BE ACCEPTED IF project#: Al RJ b� Building Permit EI rival Permit #: Q d 9 479 14 (Inspections) '� CATI N MWX OF vAXFNAFLWa 75 S.Froiatnge lid. Vail, Colorado 81657 CONTRACTOR INFORMATION Electrical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: tG — 3 E-Mail Address: 5 GG ' Contractor 5'g t e: COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor $Materials) (3a AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $ ao Contact Ea /e Coun Assessors office at 970-328-8640 or visit www.ea le-coun .com for Parcel Parcel # Job Name: ,?�� Job Address: Lr Legal Qescription Lot: - 1 Block: Filling: Ip Subdivision: vA-t V 0 OTerr: me: Address: EngiAddress: Phone: Detailed description of work: #mp rl Cu ffi Work Class: New ( ) Additian ( ) Remodel Repair ( ) Temp Power( ) Other ( ) Work Type: Interior ( ) Exterior( ) Both Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( ) Duplex MUM_fami)y( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this permit for a hot tub: Yes No Does a Fire Alarm Exist: Yes ( ) No ( Does a Fire Sprinkler System Exist: Yes ( ) No ( ) OFFICE USE ONLY{}*�vrt�* �w*i►*t*****+**wvt,t**+t *,�*wt* Other Accepted Received: ee i ed: d C `: ,� DRB es: Plann r Si n-off: \\VailWaiaNcdav\FOR.MS\PERMITS1ELECPERM.DOC 07/26/2002 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVOOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M04-0179 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 09/08/2004 Parcel No...: 210107211017 Issued . . . 09/24/2004 Project No : Expires . .. 03/23/2005 OWNER WHITE ROCK PROPERTIES LLC 12/31/2003 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 CONTRACTOR AVALANCHE PLUMBING & HEATING09/08/2004 Phone: 970-328-4421 P.O. BOX 428 EAGLE, CO 81631 License: 197-M APPLICANT AVALANCHE PLUMBING & HEATING09/08/2004 Phone: 970-328-4421 P.O. BOX 428 EAGLE, CO 81631 License: 197-M Desciption: UNDER FLOOR HEAT AND SNOW MELT Valuation: $32,000.00 Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 FEE SUMMARY Mechanical---> $640.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $803.00 Plan Check---> $160.00 DRB Fee--------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 r0 TAL FEES--------------> $803.00 Total Permit Fee----------> $803.00 Will Call-----> $3.0 0 Payments-------------------> $803 00 BALANCE DUE---------> $0.00 Item: 05100 BUILDING DEPARTMENT 09/15/2004 JRM Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 (BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG. ) : ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Conal: 32 (BLDG. ) : PERMIT, PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG. ) : DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004 . 6 OF THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes,design review approved,Uniform Building Code and other ordinances of the.Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANZ.BL7HONF AT 9 149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIGNAT E F OW R dk CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R040006745 Amount: $803 .00 09/24/200412:12 PM Payment Method: Check Init: DDG Notation: Avalanch P & H Inc. 5607 Permit No: M04-0179 Type: MECHANICAL PERMIT Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $803.00 This Payment: $803 .00 Total ALL Pmts: $803 .00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 640.00 PF 00100003112300 PLAN CHECK FEES 160.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 Sep 04 04 08: 57a Jeff Craig (970) 328-4421 p. 2 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGI Project #: fZ,.j d�` 4(10 7 Building Permit #: - Mechanical Permit #: 1 970-479-2149 (Inspections) OWN�FY�Ii' TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will of be accepted without the following: Vail, Colorado 81657 M03 t oom L t d I lode: -� r- R Dim � �.� .. e a ation t a s Li Locatis Ca Cl Equipment Cut/Spec Sheets CONTRACTOR INFORMATION M ChanifI Co recto . / Town of Vail Reg. No.: Contact and Phone #`s: E-Mail Address: Contractor Signature ` COMPLETE VALUATION FOR MECHANICAL PEIRMrY Labor & Materials MECHANICAL: $ a Contact Eagle County Assessors Dice at 970-328-8640 or visit www.eagle-count .com for Parcel# Parcel # Job Name: D AM / Job Address: 73 Legal Description Lot: 11 Block: I Filing: Subdivision: Owners Name: Lal dress: Phone: Engineer:; Address: Phone: Detailed dcription of work: PuL wi.c4, aC nog-r� i Work Class: New ( ) Addition Alteration ( ) Repair( ) Other( ) Boiler Location: Interior Exterior ( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family( ) Duplex 96Multi-family ( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: N2Mpe of Fireplaces Existing: Gas Ap2liances Gas Los Wood Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a woad burning fireplace to an EPA Phase II device? Yes ( ) , No ( ) **********FOR OFFICE USE ONLY************ > ************* Other'fees, Planner`Si n-off Ac ce ted Bvf DRB Fees Date Received I Sep 04 04 08: 57a Jeff Craig (970) 328-4421 p. 4 I Mighty Max Features Low NOx Emissions Burner MIG IiI Y MAX is the boiler for tomorrow's dean air Woven metal fiber burner, namely f-eCrAIY,an alloy of �• requirements. At less than 15 ppm NOx, Mighty Max's low iron, chromium, aluminum and yttrium. Venturi system emissions)beat even the strictest of regulations. automatically compensates for changes in combustion air • A ough, proven burner material (FeCrA1Y)with or vent restriction. deFendable flame retention. ,Xe—a1Combustion • AII!without the extra costs and headaches of Suits a variety of venting and installation options. add-on equipment. The combustion chamber is small volume, utilizing • Complies with SCAQMD rule 1146.2 requirement. lightweight alumina-silica insulation board.Chamber' Cert>tf�gd Design inclined to allow front service of burner assem _ DesigP-certified by CSA International under ANSI \ ,Gas_Controls 22(.13 arld CAN/CGA 4.4 boiler standard and 221.10.3 Redundant automatic gas valves with negative- Water Heuer Standard. Working pressure of 160 psi is pressure regulator. Smaller models utilize combination standard in accordance with Section IV ASME Boiler and control with redundant operator. Larger models Pressure Vessel Code. integral finned copper tubes utilize redundant valves with separate negative- meeting ASME specification S8 75 are rolled directly into pressure regulator. headers. Pressure relief valve is A5ME rated and is selected Operating and Safety Controls to provide discharge capacity in excess of unit heat input. Single stage operating control, manual reset high Units melt the requirements of ASHRAE Standard 90.1. limit,water flow switch, manual reset low water cutoff Fast, Easy,Installation with test button, venturi differential pressure switch, Compact size, low jacket temperature, 450 water burner temperature safety switch and stack pressure connections—vertical or horizontal piping. switch are all standard components. Accessories V ting (Vertical and n-Vertical} Vent terminal for outdoor installations Vertical—Category 1, B-Vent Throygh-wall horizontal vent terminal Non-Vertical—Stainless Steel U Side panel combustion air connection Direct Vent--Vertical or Horizo tal Through-wall horizontal combustion air intake terminal extra power vent required r horizontal venting Vertical combustion air intake terminal u uivalent feet_ Venturi 85% Efficien Provides precise input control, self adjusts to varying A uniqu uri system precisely premixes air and conditions, simplified construction for ease of inspection. g e ore it reaches the burner, automatically adjusting Igniter) the proportions of gas and air. Shock resistant construction. 85% high energy efficiency. • Lower operating costs and maintenance. Minimum Clea!!n! Pump Electrical Data Recom ended Size Power- Current(amps) Current(amps) Minimum lndoor Outdoor \, (HP) without pump with pump Clearance From ches mm inches mm 320 NIA 8 N/A Top 18 457 Unobstructed 400 N/A 8 N/A Water Conn.Sid ` 12 305 12 305 Opposit Side \6 152 6 152 520 3/4 8 19 Rear 6 152 6 152 625 3/4 8 19 Front Alcove Unobstructe - 3/4 9 20 Vent Co nector *6 152 Flooring Combustible Combu able 1000" 3/4 9 20 "I in.(2S m)if double [vent is used. _ *With a normally open vent valve. Pump-mounted units are not suitable for hard water applications. Water must have less than 17 grain hardness per gallon. Sep 04 04 08: 58a JefCraig (970) 328-4421 p. 5 Design Advantages Mi$h' Y MaX is designed for faster and easier installation—just about anywhere. • Compact size and low jacket temperature permit installation in smaller spaces, closer to walls. - • 45°water connections allow vertical or horizontalP�P� 9 i in without adjustments or special adapters. Quick conversion from top to rear f exhaust. j • Venting Options—direct, indoor, outdoor, and side wall. Superior Comfort and Economical Operation in One Reliable, Easy Ta-Service Unit MIGHTY MAX's advanced technology provides on-demand hot water in domestic hot water applications and fast temperature pull-up when used for hydronic heating_ Precise temperature control means greater o. comfort for occupants. MIGHTY MAX is economical to operate, too. The reliable, easy-to-service design keeps maintenance costs low. And the wide access{,door plus easier parts change-out make service a snap. Applications Hotels, multi-unit housing, institutions, restaurants, laundry, industrial processes, and many more . , . — - _ — .. _. - _.. p i Venturi.pre-mixing Direct venting option. 450 angle orientation Converts quickly from Heat loss of less than system)delivers 85% Can duct and exhaust of water connections top to rear exhaust— 1%results in low efficiency —at any up to 50 equivalent enables easy vertical no draft diverter jacket temperatures. r input rte. feet without assistance. or horizontal hookups necessary. No extra fans or without extra piping venters required. or special adapters. C a ¢ U � U V U U 0000 � Z p� � x J r 8� oc0000000c000 acaoco W 'r+ ,n 1n •n ,n ,n 1n �n +n .r•► +r> w, .n vi vi in in va U Xn n cn� in� � � O G N Q O O � � G 'N D O•O 0C4 0dn 4 (�y z Q E'" �° cl } N i i i N } } ['3 } •+ H wry)) g O W 00333 }gyp D � xo4E- � H �- WEE 0 Qy� � n N N v0 N a0 OC OD N 00 N C4 N N p0 cy C4 C%4 Mco S } , ■ N O Qtn en I ell M UD W 00 C;, . o �aN •n •• t� oEnr+ •ioo �o a+ � o IR AUS as ,-. .n ., C. w o'..r ,r, m O . 4 rn 'Kr h00 � .� q- M M VM ON CO c- cnGo Men oo00 '0 00 mo00 %0�N ."i N-• ^cn . rAnpN A1 N C" an r4 0% ca O Ce m t, . - c n v ea 00 en wlernj .r .4 4 NrNN w •• � N � con 9F4 0 a rn % PLI cfl VSOda � P"a, d�4 � � � [�� CE-4 �iWQWz .-. nicnr, r� ervvtrv� �o �a �-��- [� n � 0000 dCW14 i i E 'd Tzisb-BSE [OL6l �iej0 .�aC RLS -90 b0 1r0 des Sep 04 04 08: 5Ba JefCraig (970) 328-4421 p. G Dimensional Data Low Water Inlet/ Dimensions shaven are inches(mm). , Gas pump Cutoff V Outlet Connection 24 (may) Out (610) 3(76) IT 0 In 15 B (381) Pump k7 1 (178 6 �' A I4� (152) 29'/. (3�) -F W (279) �- (7`56) Left Side View Front View Right Side View Volume Water Heaters PERFORMANCE AND DIMENSIONAL,DATA INPUT OUTPUT WATER GAS 'A" B" VII' "V' SHIPPING NPT NPT WIDTH VENT WEIGHT MODEL MBWfih kW MBTU/h kW in. in. in. mm in. mm in. turn in. Mon ibs. kg VW0320M 320 94 272 80 1-1/2 3/4 7 178 17'/. 451 20'/. 527 6 152 335 152 VWD400M 399 117 340 100 1-I/2 314 7 178 17X 451 24 610 7 178 355 161 YWO520M S20 152 442 130 2 1 10A 167 19% 495 29% 743 8 203 400 181 VW0625M 625 183 531 156 2 1 10%, 167 19''A 495 33'x5 857 8 203 440 200 VW0775M 775 227 658 193 2 1-1/4 1055 .267 19% 495 40 1016 9 2Z9 485 220 VW1000M I 100D 293 &SO 249 2-1/2 1-1/4 10% 167 19% 495 50 1270 10 254 596 270 RECOVERY TABLES-GPH(L/h)DELIVERED-REQUIRED WATER TEMPERATURE RISE TI-C MODEL 40°F/22�C SOT/280C 60'F/339C 70'F/39°C 00'F/44gC 90'F/SM 100°F/56'C, I20`F/670C 14011/78°C VW0320M 824 3119 659 2494 549 2078 471 1783 412 1559 366 1385 330 1249 275 1041 23S 889 VW0400M 1028 3891 822 301 665 1593 587 2221 514 1945 457 1730 411 1556 343 1298 294 1113 VW0520M 1339 S068 1072 40.57 893 3376 765 2896 670 2536 595 1152 536 2029 446 1688 383 1450 VW0625M 1610 6094 1288 4875 1073 4061 920 3482 805 3047 715 1706 644 2438 537 2033 460 1741 VW0775M 1996 7555 1597 6045 1331 5038 1141 4319 998 3777 887 3357 798 3020 665 2517 570 21S7 VWIOOOM 2576 9750 2061 7801 1717 6499 1472 5572 1288 4875 1144 4330 ID30 3899 859 3251 736 2786 PERFORMANCE AND DIMENSIONAL DATA Hydronitc Boilers INPUT OUTPUT IBR RATING WATER GAS 'W B' W 'V" SHIPPING NPT NPT WIDTH VENT WEIGHT MODEL MI3TU/h kW MBTU/h kW MBTU/h kW in. in. in. nun in. mm in. mm in. mm lbs. kg HH0320M 320 W 272 80 236.5 69 1-1R 3/4 7 178 17'/. 451 20'/, 527 6 152 335 152 HH0400M 399 117 340 100 294.9 86 1-1/2 3/4 7 178 I T/, 451 24 610 7 178 355 161 HHOS20M S20 152 442 130 384.4 113 2 1 10% 167 19% 495 291b 743 8 203 400 181 14HO625M 625 183 531 156 462-0 135 2 1 10% 267 19% 495 33'/. 857 8 203 440 200 HH0775M 775 127 658 193 572.8 168 2 I-I/4 10% 167 19% 495 40 1016 9 229 485 220 HHIODOM j 1000 293 850 249 1 739.1 217 1 2-1 . 1-1/4 1 10'/, 267 19'b 495 50 1270 10 254 1596 270 RATE OF FLOW AND PRESSURE DROP-DESIGN TEMPERATURE RISE ACROSS BOILER 10°F 6*C 15°F 8^C 20°1 li°C MODEL GPM LPM H L fl L m GPM LPM fL HIL m GPM LPM RIL ft. WL m HH0320M 54 205 11.2 3.4 36 136 5.0 1S 27 102 2.8 0.9 HH0400M 68 257 26.2 8.0 45 170 11.5 3.5 34 129 6.6 2.0 HHOS20M 88 333 8.9 2.7 58 220 4.0 1.2 44 167 2-6 0.8 NH0625M 106 401 12.2 3.7 70 165 5.7 1.7 S3 200 3.3 1.0 HH0775M 132 S00 22.5 6.9 87 329 9.4 2.9 65 246 5.2 1.6 HH 10004 170 644 37.3 11.4 113 428 1 16.5 5.0 85 312 1 9.4 1.9 Waterpik Technologies, Inc. 6000 Candor Drive,Moorpark,CA 93021 •805.5292000•FAX 805.529.5934 ;N 20 Industrial Way,Rochester,NH 03867-603.335.6300"FAX 603.335.3355 480 S.Service Road West,Oakville,Ontario,Canada L6K 21-14.905.844.8233"FAX 905.844.2635 Sep 04 04 08: 58a Jeff Craig (970) 328-4421 p. 7 Mighty Max Hydrortic Boiler fik page 11 Category For vertically ducted combustion air. • Combustion air intake must O terminate at least 3 feet(0.91 m) lower than vent termination,if it is located within a 10 foot(3.05m) radius. • Combustion air intake must beat Vertical Venting(Category 1) least 1 foot(0.3m)above roof top Combustion Air in and normal snow levels. Through Louvers Screen Provided On Vertical intake Air Terminal Q� Vertical Venting with Ducted Combustion Air Non-Category 1 Exhaust Terminal Delal Og Horizontal Vendn9 Wall Any Vent Which Does Not Meet Side View Category I Combustion Air .Through Louvers f Horizontal I'1 Intake Terminal Detail I (Combustion Air) s �'• Horizontal Vexing Ducted Combustion Air (Certified As L)iFect Vent) NOTE:All viervgare shown from rear oiheatev..._..... Wall Side View igun: S. Venting and Combustion Air Options. Sep 04 04 08: 59a Jeff Craig (9701 328-4421 p. 8 39� f I E PATIO I O I I I I MFDIA RM f C^S I � � MAY RM I 4PWLNE o I CLST► 1 j Mlxti I /�zl` 51U STORAGE I I I � I Of't3[P ,^'moi 1 ate-.„v_• � 1 . r i � I ■ a-r.zr�- V�1j4 TRASH GTE unur( GoUgr G►JG GR 0 Sep 04' 04 08: 57a JefCraig (970) 328-4421 p_1 :a Avalanche Plumbing & Heating, Inc. P.O. Box 428 Phone (970)328-4421 Eagle, Co. 81631 Fax (970)328-6272 Fax Form To: Dcocyn n-C'' [)a From: '��-(--� orq i �ax # x/79 y.S,� Date Phone # Total Pages Message C a fi S�,Z`f" f 7-Aa ZIS I i TOWN OF VAIL DARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M04-0372 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 12/10/2004 Parcel No...: 210107211017 Issued . . , 01/05/2005 Project No _t 1k_ U I� - 00 o-3 Expires . .: 07/04/2005 OWNER WHITE ROCK PROPERTIES LLC 12/10/2004 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 License: CONTRACTOR HEARTH EXCHANGE, INC. (THE) 12/10/2004 Phone: 970-827-9623 P.0 BOX 670 MINTURN, CO 81645 License: 174-M APPLICANT HEARTH EXCHANGE, INC. (THE) 12/10/2004 Phone: 970-827-9623 P.0 BOX 670 MINTURN, CO 81645 License: 174-M Desciption: INSTALLATION OF A WOOD BURNING FIREPLACE WITH A GAS LOG SET AND 2 DIRECT VENT GAS FIREPLACES Valuation: $12,214,00 Fireplace Information:Restricted: #of Gas Appliances- 0 #of Gas Logs: 0 #of Wood Pellet: 0 ***#xx##***##*##*xxxx#####xxxxxxxxxx#xx#xxxxxxxxxxxxxxxxxxxxxx#xxxxxx 1 EE S UM MA R Y *xxxx*xxxxxxxxxxxxxxxxxxxxxxxx�xxxxtxxxxxxrxx*#wx###xxx**rxa Mechanical---> $260.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $328.00 Plan Check--- $65.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES--------------> $328.00 Total Permit Fee----------> $328.00 Will Call-----> $3.0 0 Payments-------------------> $328,00 BALANCE DUE---------> $C).00 x###x**xxxxxxx#######xxx#x##########xxx###########xxx#######*xxx#xxx######xx#xxxxx######x#x#kxxxx########*#xxxx###########xx##############x###### Item: 05100 BUILDING DEPARTMENT 01/04/2005 JRM Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 (BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC .806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG. ) : ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC. 1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 31 • • (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT, PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPEC`T'ION REQUEST. Cond: 30 (BLDG. ) : DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004. 6 OF THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUF,STS FOR INSPECTION SHALL BE MADE TWF.NT'Y-FOUR HOURS IN ADVANCE-BY-TELEPHONE AT479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SI E OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: 8050000008 Amount: $328.00 01/05/200512:19 PM Payment Method: Check Init: LC Notation: #6634/Hearth Exchange Permit No: M04-0372 Type: MECHANICAL PERMIT Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $328.00 This Payment: $328.00 Total ALL Pmts: $328.00 Balance: $0. 00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ MP 00100003111100 MECHANICAL PERMIT FEES 260.00 PF 00100003112300 PLAN CHECK FEES 65. 00 WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00 ------ '4-W67 ou -.9p kit 0 I-L-�104 715-- Poln OM* `. TOWNZ .I 75 S. Frontage Rd. ►At111'i10� 7th. It ►aelt Y Veil, Col do 81657 PIS#Itii�nal: F.a #. - i<io: ud ❑ �1� � I+�na a.nd tt Illlydt w AX-Mm, and n Hq tl m job ❑ AM �iq�tipm�opl C Beta 5 J `[Hechaniral Cohtitac:tor: , , n.. dt an ntractor 9,� re: •�� �!� �.� COMPLET'E VA-4>' R r.4:Ntate"als) f Job Nae: m ']bb Address. LLacr� Legal Description LoC: 81gek: Filing: �dhdiuisi4n: Owners Name: n ; ' hone: ngineer: . hone: Detailed d'eses•iption of worit�,,s,�,/��•o✓% a � �,�,�;pf��,�„s-,3 ��r�.�� �...r � fa�5 Work Gass: Naw ( ) Addition ) A.#eMtion(V Repair( ). Offer( . 80iier Location: Inter,i�or( ) bxtep ( ) QEher( ) `t�y�a`n.�H2 U OM at a l�adonc Yes ( ) No ( ) tj k1g: siii i �emitr(✓1 o�p ( ) !N1 IE family( ) lIAT*ht( ) Other( ) stln' L+nreif` ; 9 ing Units in thls t�ild�ng: No.d ACedMMdat idn Units In this building; ,off, cla Existinoil . it1 Nofrype of.hi a t C8s tPpli c ( ) Gas LogroMe S (✓') vi Wait } Wood BUrning (NOT ALLOWED) Ls this.a nrxv �r �a wdbd ►';'' i�t1 ds . l No.f i F;/aY�ryoed�font /.ttfllpq r�r� I V D e Parcel Detail Page 1 of 3 .r. e Eagle County Assessor/Treasurer Parcel Retail Irifor"I"It"sora Tax Area Account Number IF Parcel Number Mill Levy SC103 R008712 210107211017 45.566 Owner Name watt Ar$dress WHITE ROCK PROPERTIES LLC 175 MAIN ST STE C104 EDWARDS, CO 81657 L.,.cgal i'3escnptiovw SUB:VAIL VILLAGE FILING 6 BLK:1 LOT:11 DESC; UNIT C R668435 WD 12-17-93 Location Physical Address: 736 FOREST RD UNIT: C VAIL subdivision: VAIL VILLAGE FILING 6 Acres: 0.518 r;r'�.rpe ty Tax Valuatictn 1 afs roi a,.14) a Actual Value Assessed Value Land: 515,63(I)l 41,040 Improvements: _1,062,8801F- 84,610 Total: 1,578,5101F- 125,650 http://www.eagl e-county.com/goodtums/assessor/Parcel.asp?AccountNumb er=R0087 l 2 12/9/2004 TOWN OF VAIL 41EPARTMENT OF COMMUNITY DEVOOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0292 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . 10/12/2006 Parcel No...: 210107211017 Issued . . . 10/16/2006 Legal Description: uo Expires . .. 04/14/2007 Project No �'� OWNER WHITE ROCK PROPERTIES LLC 10/12/2006 175 MAIN ST STE C104 EDWARDS CO 81657 APPLICANT MEADOW MOUNTAIN PLUMBING/HE10/12/2006 Phone: 970-479-2981 P.O. BOX 4564 VAIL CO 81658 License: 241-M CONTRACTOR MEADOW MOUNTAIN PLUMBING/HEle/12/2006 Phone: 970-479-2981 P.O. BOX 4564 VAIL CO 81658 License: 241-M Desciption: FINAL FOR BOILER SEE M04-0179 Valuation: $2,000.00 Fireplace Information: Restricted: Y #of Gas Appliances: 0 #of Gas Logs: 0 #of Wood Pellet: 0 FEE SUMMARY ************ ******************************************sx*** Mechanical---> $40-00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $53-00 Plan Check---> $10.00 TOTAL FEES-------------- $53.00 Additional Fees----------> $0.00 Investigation-> $0.00 Total Permit Fee----------> $53.00 Will Call-----> $3.00 Payments-------------------> $53.00 BALANCE.DUE--------> $0.00 Item: 05100 BUILDING DEPARTMENT 10/12/2006 JRM Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG. ) : BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG. ) : GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC . Cond: 31 0 0 (BLDG. ) : BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG. ) : PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST, Cond: 30 (BLDG. ) : BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004 .6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR I4OURS IN ADVANCE BY TELF.PHONL AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. SIG F OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R060001715 Amount: $53.00 10/16/200601:14 PM Payment Method: Check Init: LC Notation: #1607/MEADOW MOUNTAIN PLUMBING & HEATING ----------------------------------------------------------------------------- Permit No: M06-0292 Type: MECHANICAL PERMIT Parcel No: 2101-072-1101-7 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $53 .00 This Payment: $53 .00 Total ALL Pmts: $53 .00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111100 MECHANICAL PERMIT FEES 40.00 PF 00100003112300 PLAN CHECK FEES 10.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 Oki- ovo7 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE R UNSIGNED —C)-3 TOV Project #: /�n c) ` Building Permit #: f ►' 1 Mechanical Permit #: IVAIL 970-479-2149 (Inspections)71DA�V� TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to u ❑ Mechanical Room Dimensions u I I ❑ Combustion Air Duct Size and Location OCT l d ZQD6 ❑ Flue,Vent and Gas Line Size and Location ❑ Heat Loss Caics. ❑ Equipment Cut/Spec Sheets TOWN OF VAIL. CONTRACTOR INFORMATION �� Mechanical Coptracto[ Town of Vail Reg. No.: Contact Person and Phone #'s: /7" d.,.,-T" -I i� �.`!�' �ti,• :c OSh �7c�- �0�� �'07� E-Mail Address: &,, ,c 0 EZZIXII�#s Fax#: 970- -'17T- 5-/4/ Contractor Signature: COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials L[�MECHANICAL: $ a� (� UC' `f Contact Ea le County Assessors Mice at 970-.328-8640 or visit wwweagle-councom for Parcel# Parcel # 0 p ?A Job Name: Job Address: `�� 6 /� v Legal Description Lot: 11 Block: Filing: Subdivision: Owners Name k/%� 7Address: 6 71` 4� Phone: 71,y Engineer: Address: Phone: Detailed description of work: i Work Class: New ( ) Addition ( ) Alteration ) Repair( ) Other( } Boiler Location: Interior( ) Exterior( ) Other W)][-6oes an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family( ) Duplex( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances( ) Gas Logs ( ) Wood/Pellet( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) ******** ***************FOR OFFICE USE ONLY**** ** ******************** ['Other F s: Planner Sion-off: A Acini ted By: DRB Fees: Date Received: F:lcdev\BUILDINGIAPPLICATIONSIMECHPERM2005.DOC 06/08/2005 ?�QZP 'OF V IL Town of Vail Mechanical Codes and Design Criteria You must obtain Design Review Board (DRB) approval if any of the mechanical work will involve ANY exterior work. This includes and is not limited to removal and replacement of driveway snow melt systems. Please contact a Planner at 479-2128 for additional information. The Town of Vail has adopted the 2003 International Mechanical Code and the 2003 International Fuel Gas Code. All new construction within the Town,of Vail is considered to be of unusually tight construction, thus all combustion air is required td-be drbwn from'outside the structure for mechanical equipment. Town of Vail Fireplace Ordinance In September of 1991,the Vail Town Council adopted an ordinance which restricts to construction and use of open hearth fireplaces within municipal boundaries. Since that time the ordinance has undergone numerous changes and revisions,striving for compromise,yet effectiveness in addressing the air quality issue. Therefore the following criteria has been adopted: Construction of open hearth wood burning fireplaces is no longer permitted within Town of Vail municipal boundaries. ♦ Dwelling Units— Each new dwelling unit may contain: One(1) EPA Phase II certified solid fuel burning device and no more than two(2)gas appliances (B vent) OR Two (2) gas log fireplaces and no more than two (2) gas appliance fireplaces (B bent). ♦ Restricted Dwelling Units Each new restricted dwelling unit may contain: One (1) gas log fireplace and not more than one (1) gas appliance fireplace. ♦ Accommodation Units— Each new accommodation unit may contain: One (1) gas log fireplace or one (1) gas appliance fireplace. If two or more separate dwelling units or accommodation units are combined to form one larger unit,the combined unit may retain one woodburning fireplace (if one already exists) and no more than 2 gas appliance fireplaces, or may convert up to two existing fireplaces to gas. ♦ If during the course of a remodel an existing woodburning fireplace is altered or moved, the unit must then comply with all provisions of the ordinance. That is,the fireplace must be converted to natural gas or replaced by an EPA Phase II certified unit. FAcdev\BU1LD[NG%APPWCATIONSWECHPERM2005.DOC 06/08/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: PO4-0101 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 09/02/2004 Parcel No...: 210107211017 Issued . . . 09/03/2004 Project No Expires . .: 03/02/2005 OWNER WHITE ROCK PROPERTIES LLC 12/31/2003 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 CONTRACTOR AVALANCHE PLUMBING & HEATING09/02/2004 Phone: 970-328-4421 P.O. BOX 428 EAGLE,CO 81631 License: 236-P APPLICANT AVALANCHE PLUMBING & HEATING09/02/2004 Phone: 970-328-4421 P.O. BOX 428 EAGLE,CO 81631 License: 236-P Desciption: ROUGH IN AND SET TRIM Valuation: $22,075.00 Fireplace Information: Restricted: T? #of Gas Appliances: ?? #of Gas Logs: ?? #of Wood Pallet: T! ***w** **t**yaw**mm**m+****t **m****************************t******* FEE SUMMARY Plumbing---> $345.00 Restuarant Plan Review—> $0-00 Total Calculated Fees---> $434.25 Plan Check---> $86.25 DRB Fee-------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 TO FAL FEES--------------> $434.25 Total Permit Fee----------> $434.25 Will Call-----> $3.00 Payments- --> $434.25 BALANCE DUE---------> $0.00 Item: 05100 BUILDING DEPARTMENT 09/02/2004 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM -4 PM. 0 0 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: PO4-0101 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: 736 FOREST RD Applied . . : 09/02/2004 Parcel No...: 210107211017 issued . . : 09/03/2004 Project No : fAir q-6007 Expires . .: 03/02/2005 OWNER CONTIGUGLIA, S.R. . - KLEIN, 09/02/2004 Phone: - MISHELL, BARBAR D. 4545 EAST NINTH AVE SUITE 350 DENVER CO 80220 License: CONTRACTOR AVALANCHE PLUMBING & HEATING09/02/2004 Phone: 970-328-4421 P.O. BOX 428 EAGLE,CO 81631 License: 236-P APPLICANT AVALANCHE PLUMBING & HEATING09/02/2004 Phone: 970-328-4421 P.O. BOX 428 EAGLE,CO 81631 License: 236-P Desciption: ROUGH IN AND SET TRIM Valuation: $22,075.00 Fireplace information:Restricted:?? #of Gas Appliances: ?? #of Gas togs: ?'? #of Wood PallcC ?? FEE SUMMARY Plumbing---> $345.00 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $434.25 Plan Check---> $86.25 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES-----------> $434.25 Total PcnnitFee----------> $434.25 Will Call-----> $3.00 Payments----- ----> $4 34.2 5 BALANC F.DUE--------> $0.00 Item: 05100 BUILDING DEPARTMENT 09/02/2004 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANC GL ONE AT 7 149 OR AT OUR OFFICE FROM 8:00 AM-4 PM. i/ TOWN OF VAIL, COLORADO Statement Statement Number: R040006578 Amount: $434.25 09/03/200411:53 AM Payment Method: Check Init: DDG Notation: 5559 Avalanche P & H ----------------------------------------------------------------------------- Permit No: PO4-0101 Type: PLUMBING PERMIT Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $434.25 This Payment: $434.25 Total ALL Pmts: $434.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts --------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 86.25 PP 00100003111100 PLUMBING PERMIT FEES 345.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 Sep 0204 07: 49a Jeff Craig [970) 328-4421 p. 2 • Ill APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGSE Project #: i f�J 84 - 600 7 Building Permit #: ' Plumbing Permit#: _i'Cd _ Ol o{ 47 2149 (Inspections) T1DW�TOF YAWL TO VLU P PPLICATION 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION Plumbing.Contractor: Town of Vail Reg. No.: Contact and Phone #'s: ,4 rC 4, PEW r 3 Contractor Signature: COMPLETE VAL ON FOR PLUMBING PERMIT (Labor & Materials) =PLUM]31NG_- Contact Eagle Coua Assessors office at 970-328-8644 or visit www.ea to-court ,com for Parcel# Parcel # (Required if no bldg. permit # is provided above) ; Job Name: k 1[3�ob�_Addr�!ess'. P'J Legal Description Lot: Block: Filing: Subdivision: Owners Name: y / tri Address: Phone: Engineer: Address: Phone: Detailed a iption.of work: Work Class: New ( Addition Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single-family ( ) Duplex ( Muiti-family ( } Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ()6 No ( ) OFFICE USE Other Fees: Date Received: DRB Fees: Acce ted BY: Planner Sign-off: 4 3� z� F/everyone/forms/plmb erm f 11-06-2006 InspectionRequest Reporting Page 36 4:26 pm__ _ Vail Requested Inspect Date: Tuesday, November 07,2006 Inspection Area: JRM Rite Address: 736 FOREST RD VAIL 736 FOREST RD AIPID Information Activity: B04-0075 Type: A-BUILD Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: V B Insp Area: JRM Applicant: WHITE RyOCK PRggOPERTIES LLC 960 Description:pConoADDITIONS AND REMODELL OP%XISTING RESIDENCE 250 SQ FT AD 61TION,LANDSCAPE Notice: LETTER FROM KRM ON NEW WALL IN FILE-JMONDRAGON Notice: Revocable ROW permit recieved by PW-LSANDOVAL Notice: new wall spec ap roved and in file-JMONDRAGON Notice: 02-16-05 AS BUNTS APPROVED BY BUILDING-GDENCKLA Comment: ROUTED TO JR, BILL GIBSON, FIRE AND PUBLIC WORKS-JSUTHER Comment: Awaitin for Complete PW permit and fee Revocable ROW Permit and fee.-LSANDOVAL Comment: ADDITIONAL STRUCTURAL PLANS SU9MITTED AND ROUTED TO JR-JSUTHER Comment: ILC SUBMITTED AND ROUTED TO BILL GIBSON-JSUTHER Comment: REVISIONS/AS-BUILTS SUBMITTED AND ROUTED TO GREG DENCKLA AND BILL GIBSON(NO ADDED VALUATION)STRUCTURALS WERE RECEIVED LATE FRIDAY BY GCD.-GDENCKLA Comment: 214105 revisions approved by Planning-BGIBSON Comment: Re-application for original(expired)permit approved by Planning. -BGIBSON Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: VAIL VALLEY BUILDING&REMODELING Phone: 445-8419 Comments: will call 445-8419, PW final also scheduled Assigned To: JMONDRAGON Entered By: DGOLDEN K Action: Time Exp: Comment: cance e Inspection History Item: 10 BLDG-Footings/Steel **Approved*' 08/26/04 Inspector: Art Action: NO NOTIFIED Comment: PLAN VARIES FROM ACTUAL WORK-CONTRACTOR INDICATED ENGINEER WAS THERE AND IS AWARE OF CHANGES. APPROVED CONTRACTOR TO POUR PADS AT HIS RISK AND HE IS TO HAVE ENGINEER PROVIDE A PLAN TO T.O.V:CORRESPONDING TO WORK DONE 09/15/04 Inspector: GCD Action: DN DENIED Comment: PROVIDE ALL REVISED PLANS FOR INSPECTIONS SEE NOTE FORM 08-26-04.APPROVED PLANS READ IN FIELD. 09/17/04 Inspector: jrm Action: AP APPROVED Comment: approved footer east side entry Item: 20 BLDG-Foundation/Steel **Approved 07/22/04 Inspector: GCD Action: AP APPROVED Comment: FOOTING AND FOUNDATION AS NOTED ON PLANS PER KRM REVISIONS DATED 07-02-04 ORIGINAL RECEIVED. FDN ILC REQD 2 WEEKS FROM TODAY 08/06/04 Inspector: JRM Action: AP APPROVED Comment: APPROVED FOUNDATION WALL INTERIOR WALL IMBEDDED IN ROCK. 09/16/04 Inspector: JRM Action: DN DENIED Comment: NO PLANS ON SITE OR PERSON 09/24/04 Inspector: GCD Action: PI PARTIAL INSPECTION Comment: EAST ENTRY WALL ONLY 11/01/04 Inspector: JRM Action: PI PARTIAL INSPECTION Comment: WALL IN WINE ROOM FOR SHOTCRETE APPROVED 10/06/06 Inspector: GCD Action: DN DENIED Comment: ALL REVISED DRAW INGS REQD TO BE SUBMITTED AND APPROVED BY TOV. DO NOT POUR, 10/20/06 Inspector: cdavis Action: AP APPROVED Comment: Rear retaining wall Rear retaining wall has changed and new configuration installed per planning approval REPT131 Run Id: 5951 11-01-2006 Inspection Request Reporting Page 29 4:29 pm - _-Vail, CQ=City Of .. Requested Inspect Date: Thursday, November 02,2006 Inspection Area: JRM Site Address: 736 FOREST RD VAIL 736 FOREST RD AIP/D Information Activity: PO4-0101 Type: B-PLMB Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: Insp Area: JRM Owner: WHITE ROCK PROPERTIES LLC Applicant: AVALANCHE PLUMBING& HEATING Phone: 970-328-4421 Contractor: AVALANCHE PLUMBING& HEATING Phone: 970-328-4421 Description: ROUGH IN AND SET TRIM Comment: UNDERGROUND INSTALLATION FOR CSST SUBMITTED AND ROUTED TO GREG DENCKLA- JSUTHER Requested Inspection(s) Item: 290 PLMB-Final Requested Time: 09:00 AM Requestor: AVALANCHE PLUMBING&HEATING Phone: 914-260-9070 Comments: will call 914-260-9070 Assigned To: JMONDRAGON Entered By: DGOLDEN K Action: Time Exp: Comment: GANGELILLU uuE TO TALK WITH AEAN7U=MOVING WATER HEATER AND LINES IN ORDER TO ACCOMADATE A 1 HR SEP GARAGE AND DWELLING n (z 0 2�1 Inspection History Item2PLBq D: 20 M -Rouuggh7W V. I r O "Approved 11/10/04 Inspector: CDAVIS Action: AP APPROVED Comment: 3 GAUGES ALL AT 5#AIRTEST Item: 230 PLMB-Rough/Water **Approved** 11/16/04 Inspector: CDAVIS Action: AP APPROVED Comment: 100#AIRTEST Item: 240 PLMB-Gas Piping **Approved"* 12/14/04 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: CSST INSTALLATION(10psi TEST)) 1.PROVIDE INSTRUCTIONS FOR UNDERGROUND INSTALLATION. 2.ADD NAIL PLATE AT CEILING. 3.HOW IS GASTITE @ 3PLY LVL PROTECTED. 12/17/04 Inspector: GCD Action: AP APPROVED Comment: ITEMS 1&2. Item: 250 PLMB-Pool/Hot Tub Item: 260 PLMB-Misc. Item: 290 PLMB-Final 10/24/06 Inspector: JRM Action: NO NOTIFIED Comment: CANCELLED DUE TO TALK WITH ALAN ABOUT MOVING WATER HEATER AND LINES IN ORDER TO ACCOMADATE A 1 HR SEP GARAGE AND DWELLING REPT131 Ruta Id: 5941 7. e---P1 &14- Design Review Board ACTION FORM Department of Community Development TOM 75 South Frontage Road, mail, Colorado 81657'VAOF"4VA I tel: 970.479.2139 fax: 970.479.2452 C. N,"eEvELOHT web: www.vailgov_cam Project Name: WHITEROCK RESIDENCE DRB Number: DRB060482 Project Description: CHANGE TO THE APPROVED PLANS (WINDOWS, LANDSCPAE WALLS AND LANDSCAPING) Participants: OWNER WHITE ROCK PROPERTIES LLC 10/13/2006 175 MAIN ST STE C104 EDWARDS CO 81657 APPLICANT WILLIAM RESLOCK 10/13/2006 7233 E COSTILLA PL CENTINNIAL, CO 80112 Project Address: 736 FOREST RD VAIL Location: 736 FOREST RD Legal Description: Lot: 11 Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 2101-072-1101-7 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 11/01/2006 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1)year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid: $20.00 Changes To The Approved Plans Application for Design Review Department of Community Development *VJU 75 South Frontage Road,Vail, Colorado 81657 TW t& 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 submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission, Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: Rev 1 s i O n s -o W I n dO W 3 lan sca s and Ian Sca I' I-) )tJ Location of the Proposal: Lot: I l Block: I Subdivision: Vat 4 V:4`aac. lo'`' Fi l ttitia Physical Address: _73(s !ter t E t Ung+ Parcel No.: 210107211 017 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Pr%r%nWr SeCandiar Name(s)of Owner(s): t,�h.tit RocV, 9rc er-br-s Mailing Address: 116 6r*.A1 G Lo +; k. NL4 1060"7 Ph 914)ZOO--q 0-7 Owner(s)Signature(s): /• Name of Applicant: kA� Al%oLnn 9,CSkOC.�a _.._._.._..__ "IZI. Mailing Address: 1597- ?r O% 0;%qf- Eger ire Ca D43 Phone: (303 77.3-4 : 95-79 CC> E-mail Address: ts>Aocksul�tuor���rrtCas�.he Fax:(30 715- $494- Type of Review and Fee: ❑ Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board, Submittal Requirements: 3 Sets of Plans Addressing Project Changes Signature of Homeowner(s) or Association For Office Use Onl Fee Paid: Check No..&/3 By: Meeting Date: A— ` S DRB No.: Planner: VG Project No.: 6 q 7 F:lcdevtFORMS1PermitslPlanninglDRBldrb_change_to_approved_plans_1_page_05-11-2006.doe 1 1 TOWN OF VAIL, COLORADO Statement Statement Number: R060001696 Amount: $20.00 10/13/200608:41 AM Payment Method: Check Init: JS Notation: 313/ALAN GONCHAROFF ----------------------------------------------------------------------------- Permit No: DRB060482 Type: DRB-Chg to Appr Plans Parcel No: 2101-072-1101-7 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts DR 00100003112200 DESIGN REVIEW FEES 20.00 *VAIL MWN OOAMAUNnYDEWLOPM W JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER I, (print name) , a joint owner of property located at(address/legal description) 13 L gore st Road Loi t 1 5t acK 1 f \J o:t\ Uk agLU"I F!,I-- a provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: Revisions +t> W%rdo,A5 , landscape. Wads andlandscaoiha - I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. (Signature) (Date) FicdevlF0RMSTermits\Planning\DRMdrb_change_to_approved_plans_1_page_05-11-2006.doc RE:Deevy Subject: RE: Deevy From: "Jerry Oliver" <Jerry@GoodmanWallace.com> Date: Fri, 13 Oct 2006 15:29:16 -0600 F To: "'Wendell Porterfield"' <wbrucep@vail.net> p 0C T 13 2006 Yes. ;+ / s -----original Message----- From: Wendell Porterfield [ mail to:wbrucep@vail.net] Sent: Friday, October 13, 2006 3 :29 PM To: Jerry Oliver Subject: Re: Deevy Thanks I am assuming that what you sent was signed Wendell Jerry Oliver wrote: ' We just faxed it to the Town of Vail. Here is unsigned copy of what I sent. -----Original Message----- From: Wendell Porterfield [ mailtn:wbruce.p@vail .net] Sent : Friday, October 13, 2006 3:23 PM T To: Jerry Oliver Subject: Deevy Jerry Can you let me know where we are on the ToV letter, my guys need to get it in today Wendell RE: Deevy Subject: RE: Deevy From: "Jerry Oliver" <Jerry@GoodmanWa]lace.com> Date: Fri, 13 Oct 2006 15:25:10 -0600 To: "'Wendell Porterfield"' <wbrucep@vail.net> We just faxed it to the Town of Vail. Here is unsigned copy of what I sent. -----Original Message----- From: Wendell Porterfield [ mailto:wbrucep@vail.Det] Sent: Friday, October 13, 2006 3 :23 FSI To: Jerry Oliver Subject: Deevy Jerry Can you let me know where we are on the ToV letter, my guys need to get it in today Wendell Mondagrou Ltr 10-10-06.doc Content-Type: application/msword Content-Encoding: base64 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com John D. Goodman October 13, 2006 Via Facsimile (970) 479-2157 Mr. JR Mondragon Town of Vail, Building Inspector 75 S. Frontage Road, West Vail, Colorado 81657 RE: Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear Mr. Mondragon: We have taken the opportunity to review the recently revised plans with respect to 736 Forest Road. The Deevys will have no objection to the plans revised by Reslock & Sullivan, LLC, dated September 8, 2006, so long as Sheet A-5 reflects revisions on the siding, west elevation to reflect horizontal siding on the lower portion of the wall in a consistent manner. The sheet presently shows vertical siding on the right-hand side of the west elevation. I have discussed this with Mr. Porterfield and his client agrees. I also assume that the application for changes to the approved plans reflect changes including color, drainage plan, landscaping, and a deed restriction. If you have not received inforniation in this regard, please do not hesitate to contact me. We are including a draft of the stipulation and agreement dated September 22, 2006. These items must be complied with in their entirety. Also, the parties have agreed to a deed restriction and amendment to the Townhouse Declaration with respect to a restriction of any egress from the rear window on the south side of the White Rock portion of the residence. At present, there is framing for some type of footer/foundation which we are told is for a retaining wall. In no way shape or form should this be utilized for a patio. Please contact me if your inspection discloses otherwise in contravention of Paragraph 1, Page 2 of the Deed Restriction. .iohn D.Goodman Page 2 10/13/2006 Finally, all approval is conditioned upon the Town of Vail Engineering Department certifying compliance with the 100-year flood plain due to modifications of the natural drainage channel on the southern portion of the residence and on Parcel C of the real property. It is our understanding that you are in receipt of a drainage plan and that you will review the as-built conditions for compliance with the plan and any conditions imposed by the Town of Vail Engineering Department. So long as all of these conditions precedent have been met, the Deevys give their approval for issuance of a building permit. If you have any questions in this regard, please do not hesitate to contact me. Very truly yours, GOODMAN AND WALLACE P.C. John D. Goodman cc: Wendell Porterfield Brian Deevy C:IDOCUME--I\WENDELL\LOCALS--1ITEMPNondagron Ur 10-10-06.doc DISTRICT COURT,EAGLE COUNTY,COLORADO Post Office Box 597 Eagle, Colorado 81631-0597 Plaintiffs: BRIAN DEEVY and CARYN O. DEEVY, V. Defendants: WHITE ROCK PROPERTIES, LLC, a dissolved Colorado-limited liability company, VAIL VALLEY BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability Company, doing business as Vail Mountain Builders and Remodelers, LLC, a dissolved Colorado limited liability company, GENARO MAGNA , ALAN GONCHAROFF, THOMAS J. RYSTROM and JACKIE NORTHROP,jointly and severally,THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A.,national banking COURT USE ONLY Association and all unknown persons PORTERFIELD & ASSOCIATES, LLC Wendell B. Porterfield, Jr. Case Number: 06 CV 149 P.O. Box 3149 Vail, Colorado 81658 Phone Number: (970) 949-5380 Div. Ctrm: Fax Number: (970) 845-9135 E-Mail: wbruceD(a�vail_net Atty. Reg. #: 5881 STIPULATION AND AGREEMENT RE: LIS PENDENS AND MODIFICATIONS TO REAL PROPERTY STIPULATION AND AGREEMENT RE: LIS PENDENS AND MODIFICATIONS TO REAL PROPERTY THIS STIPULATION AND AGREEMENT, regarding Lis Pendens and modifications to real property is made effective August 31,2006, between BRIAN DEEVY AND CARYN 0. DEEVY (the "Deevys") and WHITE ROCK PROPERTIES, LLC ("White Rock") and VAIL VALLEY BUILDERS AND REMODELERS, LLC ("VVBR"). Recitals The Deevys are record owners of Parcel A, Lot 11, Lot 1,Vail Village Sixth Filing, Vail, Colorado (the "Deevy Property"). White Rock is the record owner of Parcel B, Lot 11, Lot 1, Vail Village Sixth Filing, Vail, Colorado (the "White Rock Property"). The Deevy Property and the White Rock Property are adjoining sides of a duplex. White Rock has undertaken modifications to the White Rock Property and common Parcel C although the modifications are not yet complete. The building permit for the modifications to the White Rock Property, issued by the Town of Vail, VO4-0075, previously expired. The modifications to the White Rock Property were detailed in plans and specifications prepared by Reslock& Sullivan, LLC, architects, which bear varying dates. The parties and the Town of Vail agree that the operative plans were dated March 4, 2004, and revised March 15, 2004 ("the Plans") (Vail DRB File 04-0007). There was a question regarding the shape of certain of the windows and whether the modifications of the window shapes were approved by the Deevys. Certain issues have arisen between the parties which are detailed in the pleadings and motions filed in Case No. 2006 CV 149, Deevy v. White Rock Properties. LLC, et al., now pending in the Eagle County District Court ("the Civil Action"). The Deevys have fled, among other things, (1) a motion for a preliminary injunction and (2) a motion for mandatory injunction (the "Injunctive Motions"). On June 1, 2006, the Court issued an order regarding the Injunctive Motions. On March 28, 2006,the Deevys recorded a Notice of Lis Pendens at Reception No.200607706 of the real property records of Eagle County, Colorado ("the Lis Pendens"). Deevy filed a motion to release Lis Pendens on June 7, 2006. On June 27, 2006, the Court entered an order denying the Deevys' motion to release the Lis Pendens and ordering White Rock not to sell the White Rock Property("the June Order").The purpose of this Stipulation and Agreement is to define the work that will be done by White Rock and VVBR and to address the Lis Pendens and the June Order directing the parties to confer and attempt to resolve certain matters. Neither party waives any claim or defense by entering into this agreement. The Parties Stipulate and Agree as follows: 1. White Rock shall undertake to complete the modifications to the exterior, rear of the White Rock Property so that said modifications shall substantially conform to the revised and restated plans prepared by Reslock & Sullivan, LLC, dated September 8, 2006 ("the Revised 1 Plans"), a copy of which are attached hereto, as modified by the sketch showing horizontal siding, a copy of which is also attached. As shown on the Revised'Plans, White Rock shall construct the approximate five-foot wall approximately 3 feet east of the south west side of the White Rock Property which joins the Deevy,Property and shall construct the approximate nine-foot wall and feature that is parallel to the five-foot wall. Both of these walls and the grade/berm between them are shown on the Revised Plans. There is, however,no requirement that the barbeque grill be built into the wall described above, a feature shown on the plans. The Deevys shall initial or sign the Revised Plans and any application or consent necessary for submittal to the Vail Design Review Board. The window shown on the Plans,facing south, shall be built to scale, shall not be on grade and shall have stone veneer beneath it. It is important to the Deevys that the window be used only as a window, and not as a door for access. The parties have entered into a Deed Restriction and Amendment to Townhouse Declaration, a copy of which is attached hereto. White Rock agrees to restore the retaining wall on Parcel A to the original grade and elevation, replace the dislodged boulder, and move the tree to its original location, or replace the same in a location to be determined by the Deevys. White Rock shall also place the roof drain pipes into the five-foot wall described above. The windows on the upper floor in the rear shall be arched at the top. In performing the work, notice shall be given to the Deevys' agent, Mike Tennent, who is authorized to act on their behalf. 2. White Rock shall restore the stream watercourse in the rear of the properties on Parcel C to its original configuration, depth and course, using original like materials as approved by the Town of Vail and Deevy. In so doing, White Rock shall follow the recommendations of its engineer as to the 100-year flood. Of particular importance to the Deevys is the removal of the first"pond" and the restoration of that area to it original condition, i.e., material, elevation, location, course and depth. It is acknowledged that White Rock may not be able to restore the stream"exactly" because of requirements of the 100-year flood plan. White Rock shall not be required to restore the stream in the area immediately adjacent to the rear of the White Rock Property and patio. White Rock shall follow the Drainage Study by LKP Engineering Inc., dated October 21, 2005, Project No.05207, as modified and approved by the Town of Vail Engineering Department. White Rock shall also follow the recommendations of Alan Jongeneel in the report dated September 1, 2005, items 4,5,6,7 and 9, a copy of which report is attached. 3. The above-referenced work shall be completed within 45 days, after the execution of this Stipulation and Agreement and the appropriate Town of Vail approvals, subject to weather conditions. 4. White Rock shall re-stain/paint the exterior of both properties using Sherwin Williams A 14 T 5 Alkaline Stain Wood Preservative. 5. The parties acknowledge that this Agreement is not intended to address all issues in the Civil Action and is not intended to be a final integrated agreement of the parties. The parties acknowledge that there are other issues that exist and which will be dealt with through agreement, mediation or litigation, if necessary, and by execution hereof no parry waives any fact, argument, claim or defense in the litigation. 6. White Rock represents that it will not perforin exterior work without a building permit issued by the Town of Vail and appropriate, required approvals from the Deevys and the Town of Vail. 7. This Agreement shall be binding upon the parties and their respective successors and assigns as well as their contractors and those in privity with them. 8. The work outlined shall be performed by White Rock within the time period specified in Paragraph ). White Rock shall, upon execution, escrow $50,000 with Stewart Title of Vail, Inc., to insure completion of the work by no later than the spring/summer of 2007. When the work has been completed to the satisfaction of architect William Reslock and Town of Vail (see #3 above), as evidenced by their written approval, the funds in escrow shall be released to White Rock. William Reslock and the Town of Vail with respect to 100-year flood and Drainage Study shall determine whether the work has been completed according to his plans. If the Deevys contend that White Rock has failed to comply with this Stipulation and Agreement it will provide 7 days written notice of such contention, specify in detail the alleged failure to comply and detailing the corrective action they propose. If White Rock fails to comply with its obligations under this Stipulation and Agreement, within 7 days from the date of said notice the Deevys may move for mandatory injunctive relief(without bond). In any such proceeding,the prevailing party shall recover its costs and reasonable attorney fees. 9. The parties stipulate and agree that the court shall enter an order releasing the Lis Pendens and vacating that portion of the June Order directing White Rock not to sell the White Rock Property. A proposed form of Order is attached hereto. WHITE ROCK PROPERTIES, LLC i r AIL VALLEY BUIL S AND REMODELERS, L 3 BRAN DEEVY CARYN 0. DEEVY 4 !p" 1 i E , I f i 7'� �.�_ T'� •tel/t t- I 1 -4 ME '4�•�`,`•�`�� �� � 7r r tea' � I I_i I ��, 4,.T � \ �. •� � = . 'x ��_—`'p Daub � • �� r+ � ti 111 Fri r J a ' 1 ` tPr1 ley 1�ta.rn 1 GLr� k.R! N40 Vy i MTQ�v nT"ti �LL. Cry � � e v t• F f>�C� r z._... _:. ..--- . ......... .� 736 FOREST RD. KeS►a4�:R s uWvEm,LLC. UNIT B p � j Willi— VAIL,CVLOR&Da �n1L s1 I I � E I I i i i j' 1 1 r�i 7— I 9. i Iicslock&sunivan, 736 FOREST RD. UNIT B -` Q VAIL,COLORADO --- I �i 7v Rcslock&-SUMvan, 736 FOREST RD,, L B vriri—F.Sicslxl4 A.1 A, FAIT.,COLORADO ee Restock&swii,.,i..L—c ,,, 736 FORESTRD. UN , TIT B VM.m F.Rcglck--k-l-A. FAIL,COLOTLADO Afchi eea ............ 4 ! rw •Y• l) I -- ( 1 f' I r Il I i •o II (t ir_f( 0 =.f al Uj 7 f fes=• ;f r�1 �,� 1�tI r Y4 rAli I "j,f •Lx,I li Ii I}.PI III If 1I;ll { I T �=•3 -N�i 21L� d`I 'i ~~ �� n• i 1 1 I I I 1 I� r r 1� r rl� Redock&Sullivan,LI-C.. 736 FOREST RD., UNIT B "0 VAIL,COLORADO Are�uton ' � a6 �i eft O`�• �' • ,.,■��� ' Glx �[�:" � ��.'c'; ■,...win—� .�.�. fi �I!1INlF�*' �„ � j• : a it r .dr m VSs • s � �f a U • �i no ------------- _ v ` r ,— - "Sd +, ����,'.�." y` `�ij��,. / ..� a�'J .. � �we�k„i'u"'�' r'.-�'�•�•~'~' �^ r i 1 l � nI� P. k tl 5�^ -- � 4171 + � i Demand Claims,Scheduling and Cost ExpertsLe SITE INSPECTION REPORT SEPTEMBER 1,2005 DUPLEX AT 736 FOREST ROAD VAIL, COLORADO DEEVY RESIDENCE-UNIT B BY ALAN W. JONGENEEL DEMAND CONSTRUCTION SERVICES, INC. OBESERVATIONS: 1) The front of Unit B was not "pushed out". It was built per the approved plans (3/4/04), except the utility meter court was 2"to 4"narrower than on the plans. 2) Unit B was not"moved back". The master bedroom protrudes 11.1'beyond Unit A per the approved plans. 3) The area behind the Unit B master bedroom was totally changed from the approved plans. a. The retaining wall(formed up) outside of the MBR was not on the plans or approved. b. No patio was approved for this location. C. No egress was approved for this location. The plans called for a window at the south elevation of the MBR This has been changed to a double French door. d_ The approved egress from the MBR was from the east side of the NSR onto the approved patio. The previously existing double door has been changed to a window. e. The barbecue area extension wall and roof to south of the MBR has been eliminated. This feature would have screened the Unit B patio from the Unit A patio, and provided total separation and privacy between the two patios. Exhhibli-t "E" 40 f, The area south of the MBR was to be a graded area with native grasses flowers at elevation! 8 13 8±, draining away from Unit B to the relocated rock stream bed with.liner. The top of the unauthorized retaining wall is formed p to be at elevation 8141 i u or Y±higher than the approved grade. The tag of unauthorized patio would be at approximately elevation 8139. g. The stub wall protruding south in Iine with party wall was not built. (Dwg AI). 4) The existing pond, below the main drainage from the area above and behind the duplex, appears to have been raised in elevation. Drawing Al (3/4/04) indicates the following: Existing pond elevation=8137-L- Existing Unit A patio=8136.5' New Unit B patio= 81337 So the existing pond was 0.5' above the existing Unit A patio and was to be 3.3'above the new Unit B patio. My observations on 9/1/05 were that the relocated pond was 2 %to 3' above the Unit A patio and 5 fz 'above the Unit B patio. (This is the current pond water level which was 1 - 1 %_ 'below the rock edge of the pond), Unit A is exposed to greater runoff and drainage due to this change. 5) A large boulder has been removed from the Unit A rock wall, which is adjacent to the formed-up retaining wall south of Unit B MBR. 6) The locations of the Unit B spa and the adjacent second pond have been changed from the approved plans. 7) The second pond was designed at elevation 8135,0-L or 1.3'above the Unit B patio. As constructed,it is actually 0.7below the Unit B patio. Drainage from thistrav and beneath the cozier of the spa in a rock streambed. p els 8) The concrete retaining wall along outside edge of the Unit B patio was not built (as required on the approved drawings). The top of this wall was to be at elevation 8138'or 4.3'above the Unit.3 patio. This would have provided much greater protection of the Unit B patio from runoff. 9) From the topographic map sheet 643T-03 (12/30/03), it looks like the pond was below the elevation of the top of the Unit A rock wall(if pond was at 8137 as noted on Dwg Al). The revised pond location creates a much.gmater exposure of the Unit A patio and structure to flooding and runoff. 10)Lights moved on party wall? There were no lights on the party wall or evidence of lights being removed. -2- 1)There is a problem with rain gutter discharge from Unit A and Unit B south roofs due to drainage changes at Unit B. A downspout extension currently carries the discharge from the Unit B south roof to the pond. (See photos 5920 to 5925) Note; In my copy of the permit set of drawings, Sheet A3.0 is only partially printed, with all of the main level pian omitted. A5.0 is partially obliterated, as is the title block of the topo map drawing. -3- 10/27/2005 13:49 9709269009 LKP ENGINEERING INC PAGE 02 LKP EngineeriEng, Inc. C:F%ffU0WTECHh1CAL DRAINAGE STUDY 736 Forest Road-East Part of Duplex Lot 11,Block 1,Vail Village Filing No. 6 Tawn of Vail Eagle County, Colorado October 21, 2005 Project No. 05207 Prepared for Mr.Alga Gor charofl' �a�n RE�' Whiterock LLC �, ( ;• P�7q�•.lF o. P.Q.Box 297 Vail CO 81658 = 29526 c n.i"-* 06*90660*8 a��ururN A u bY ,►+�v►'' Luiza Petrovska,PE P.Q.Box 2837, Edwards,CO 8 a 632, (970) 926-9088 Tel, (970)926-9089 Fax 10/27/2005 13:49 9709269069 LKP ENGINEERING INC PAGE 03 DFUINA GE STUDY TABLE OF GHTEKTS SCOP& OF STUDY...........................-.................................................. -2- INTRODUCTION ................................................................................... -2- R.ECORDS RESEARCH ........................................................................ .3- DRAINAGE BASIN ............................................................................... .3- DRAINAGE CRITERIA ........................................................................ -3- FINDINGS AND RECOMMENDATIONS ........................................... .4- LIMITATION ...... ................................................................................. .6- APPENDIX 10/g7/2005 13:49 9789269069 LKP ENGINEERING INC PAGE 64 D,R.i1N,4GE'STUDY SCOPE OF STUDY This report presents the results of the drainage study, reviews of existing documents and.records, analysis of the information, site visits and recommendations for the sizing of the drainage swale. The purpose of the study was to calculate the runoff froth.a 100-year storm event, and to provide design recorrunendations for the sizing of the drainage swale based on those calculations. INTRODUCTION The site is located at 736 Forest Road in the Town of Vail, Eagle County, Colorado.It is on the uphill side of the road. The topography of the site is steep. There is an existing duplex on the site. On the south side of the duplex are patios and landscaping. At about the south middle of the two patios is a cascading water feature. The water originates at the top of this feature,runts through a rock lined channel feeding a small pond, continues easterly through a rock lined channel to a second little pond, goes under a hot tub,runs along the east side of the east part of the duplex through another rock lined channel,discharging into the street curb and gutter. The little pond at the top of the water feature is above both patios. It is lined with an impervious moisture barrier and rocks and is retained with a boulder retaining wall. The water level in this pond(based an visual observation,no measurements taken)is about one foot below the top of the rocks retaining it.The top part of the rock lined channel is steep with several steps in it, and it is shallow. A concern has been raised about the pond and the charnel overflowing during a runoff period and flooding the patio and the structure of the west unit. -2- 10/27/2005 13:49 9709269099 LKP ENGINEERING INC PA13E 05 DRAINAGE STUDY RECORDS RESEARCH For the drainage study we used the following resources: L A site plan prepared by Bill Reslock, Reslock& Sullivan, LLC, Architects, faxed to us on October 18,2005. 2. Rainfall intensity-duration-frequency curves for the Town of Vail. 3. Eagle County GLS aerial topography. Q. Field site reconnaissance. DRAINME BASIN The project site is within the Gore Creek Drainage basin. The watershed above the building site,as shown on the attached location sketch,consists of an area of approximately 2.5 acres. As observed during our site visit on October 19, 2005,there was a very small, live stream running through the Watershed, feeding the water feature. The stream originates as a small spring at about 150 feet south from the building. The stream makes a wide, and very shallow turn at about 70 to 100 feet south from the building. The vegetation of the watershed consisted of aspen forest with few pines and a grass understory.There were many fallen aspen trees through the forest.The elevation difference from the top of the water feature to the top of the watershed is about 500 feet.The topography of the watershed is steep. DRAINAGE CRITERIA The Rational method, for small watersheds of up to 200 acres,was used for the calculations of this drainage study.The design storm event analyzed was thel00-year storm. The following formula was used to dete�rmine the peals dischsr;e: Q=CiA Where: Q=Peale discharge(cfs) 10/27/2005 13:49 9709269039 LKP ENGINEERING INC PAGE 06 DRAINAGE STUDY C^Runoff coefficient, a ratio of runoff to rainfall I=Average rainfall intensity for a duration equal to the time of concentration, for a selected return period(inlhr) A=Watershed drainage area(ac) The rainfall intensity curves for the Town of Vail,Eagle County,were used in the calculations. Runoff coefficient of 0.7 was used in the calculations for steep watersheds with forest and sparse understory vegetation. Following are the summary results for the 100-year storm event: Rational Method Given Input Data: Description . . . . . . . . 736 Forest Road, Vail IDF Curve . . . . . . . . . . C:\Program Files\Land Oeakcop 2005\Data\hd\vai1.idf Rainfall Frequency Tao year(a) ------------------------------------------------------------ Area Area Coef 'Cc Intensity Flow Description ac min in/hr cfs ------------------------------------------------------------ Forest, steep 2.5 0"70 6.0 5.45 9.54 The peak flow from the 100-year storm event is 9.54 cfs. E6NMRS Lid® RECOMM:ltiBDATION$ Based on the drainage study,the proposed new drainage Swale(channel) will have a trapezoidal shape with one foot wide bottom. It will be 1.5 feet deep with side slopes of one to one. The new channel(see attached detail) will be lined with a pond liner and covered with rocks. The backfill material and the bottom of the channel will be compacted.The completed, new channel will be re-vegetated to reduce the potential for erosion. Following are the calculations for the drainage channel: A 10/27/2005 13:49 9709269069 LKP ENGINEERING INC PAGE 07 DRAINAGE STUDY Channel Calculator Given Input Data: Shape ........................... Trapezoidal Solving for..................... Depth of Flow Flowrate ........................ 9.5400 cfs Slope ........................... 0.4000 ft/ft Manning's n..................... 0.0280 Height .......................... 1.2000 ft Bottom%x idth.................... 1.0000 ft Left slope—................... 1.0000 ft/ft (V/H) Right slope..................... 1.0000 Rift(Val) Computed Results: Depth ........................... 0.4502 ft Velocity........................ 14.6110 fps Full Flowrate ................... 63.0933 cfs Flow area....................... 0.6529 ft2 Flow perimeter.................. 2.2734 ft Hydraulic radius................ 0.2872 ft Top width..'..................... 1,9005 ft Area ............................ 2.6400 ft2 Perimeter....................... 4.3941 ft Percent full .................... 37.5189% Critical Information Critical depth .................. 1.0155 ft Critical slope.................. 0.0180 ft/ft Critical velocity............... 4.6611 fps Critical area................... 2.0467 ft2 Critical peiimetor.............. 3.8722 ft Critical hydraulic radius ....... 0.52.86 ft Critical top width.............. 3.0310 ft Specific energy................. 3.7678 ft Afinimurn energy.................. 1.5232 ft Fro ude number................... 4.3946 Flow condition.................. Supercritical Even though the recommendations of this report are intended for the improvement of the already constructed channel for the water feature, we also,recommend that the stream channel is improved on,the uphill side of the new improvements,where the stream makes a wide, and very shallow _S_ 10/27/2005 13:49 9709269069 LKP ENGINEERING INC PAVE 08 DWNAGB STUDY turn at about 70 to 100 feet south from the building. This area does not have a channel and it can easily overflow even during a 2-year storm event. The runoff from this area will most likely be directed toward the. patio on the west side of the duplex. Any part of the improved drainage channel should have a slope equal to or greater than 2 percent. !IMITATION The above report has been prepared for the exclusive use of Mr. Alan Goncharoff,Whiterock,LLC, for the proposed new water feature, at 736 Forest Road,Town of Vail,Eagle County,Colorado.The study is limited to the information provided and the data available at the time of our study. This report has been prepared according to locally accepted professional engiuearing standards at this time. There is no other warranty either expressed or implied. If you have any Questions,please do not hesitate to call. sincerely, LKP Engineer rtrnntorvrr, �\ 4 - PET"'• • 29526 Luiza Petrjkt ps ; ��" President r'�4` `fjah►RL+ESV '4�5`4ri��rrrnr�ui i�uuW� Enclosure -6- 10/27/2005 13:49 9709269089 LKP ENGINEERING INC PAGE 11 COWAcTm nu m ANWaY Tri 3.5' min. COWPACTM ACL (S1a'L OCAVARD ?W emu FUR nAE AFEW a rf �� GtAOPP Lm nae NEW 69TW FM Lvim wIrr Rax shwa WADE CUT A MINIMUM Of ONE FOOT INTO UNDISTURBED SOIL NOTE: AS AN ALTFRNATIVF, THE ENTIRE DITCH CAN BE CUT INTO THE EXISTING GRADE, LINED WTH AN IMPERNOUS MOISTURE BARIER AND COVERED WITH RIP-RAP. 71PICAL CROSS SECTION FOR THE DRAINAGE DITCH N.T.S. DITCH DETAIL Mazur cr+a/a�arrscarTcu M'' 0520 LKP Engineering, In C. LOT n, ec= r. VAx wuAGE rxm ma it ?m Fo sr fta4a, vA& N.T.S P.D. Sou 2&37 tdMard& CO 81032 Mar COMM CaDRADO uatrVO tM (070) 026-9088 fat (270)228-0009 2 10/27/2005 13:49 9709269069 LKF ENGINEERING INC PAGE 09 DRAINAGE STUDY APPENDIX 10/27/2005 13:49 9709269DB3 LKP ENGINEERING INC PAGE 10 ' I1 r AvXY„'���{� �„ r �r.�, �} � r) ��,yi� ��� � � ��.-,� �Tw ,x•1f�ti�.,e+� �+�f.�I r y���kaT� ,l .T v . i s� ,,,y�,•,, �P J r. �,�, I ,J ��� f.i wt �i l� �•�r�T �� ' �r� J+tr 0`A 51 IF Z� 1�4 k�'R, Qi r�y V � R W!• rr ... , II*;,• W.w ��J�� �a:y� lar'r'S0—W _,' f Y r 7&^ a} } y > T A HIC W yi i 11Lri 11 �dr0 IT J q, "77 t c ` I i ,'rte i ��''Y I�*�r �•�t` �,'.., i a4 :.., r k _� � F� 1'S �,��`p4 M �yyy LX�'ti"�� ,1 r�'�x".�.�' � f,..� �.�i - }' '+ ,y ��i � ,sr,+, �! �•i.� � els` � t'' a,.. 1 r i ,I nr I.�� 19 4.r r' �'1r iA ;,, bl „F�,^;t r � t,�Yk � i`, � d��'��t, i.• I. � i +r�� a .� 4�r,: r •;� r' v. IiI LOCA77ON =TCH c nwas0zsemacAL nvaErr 05207 I�KP .Engineering, Inc. torr 11, BLOM ,�W Na B � N 1' — 300 EAa�E CMW I'; Ct I ORADo 01.0. 9aI MREdwadR CO 8182 ,Nal; W (e:0) 026-9088 fax f670) 026-0060 I Changes To The Approved Plans , Application for Design Review Department of Community Development . 75 South Frontage Road, Vail, Colorado 81657 91O Y 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 submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of'the Request: tV t 5,oY, s +v W llo ow5 la.n sc -5 anct (a n sca i'n _ ,rn"::-'('�-m -I-- Location Location of the Proposal Lot: Block: I Subdivision: Vat 1 VM 0. 644 F%�1 vi Physical Address: -73tr �;v,re t Roaa + urrl+ Parcel No.: '210101211 C)t 7 (Contact Eagle Co. Assessor at 970-328-8540 for parcel no.) Zoning: P'rlmaorut I secovrCkav-_ Name(s) of Owner(s): Gbh*4�c RocK Mailing Address:' 11 f. t,3ti;tke. Tt'Y%S, NL4 1060`7 Phone. �It}� zfpbqq. owner(s) Signature(s): _( )) Name of Applicant: V A� u.rv, 1S ©r_K Mailing Address: 15 9vp�"�ty�r12. �.Je rgrC a1 Cts Phone: j~3033 71*5—' 95'18 E-mail Address: Ces6c Wn�, "Gia jt.ne.�i' Fax: {3D__ `? - ff L Type of Review and Fee: 0 Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board, Submittal Requirements: 3 Sets of Plans Addressing Project Changes Signature of Homeowner(s) or Association For Office Use Only: Fee Paid: Check No.: By: Meeting Date. DRB No.: Planner: Project No.: OViAM TOWN COWAUN"DEVELDMENr JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER Z, (print name) , a joint owner of property located at(address/legal description) 6 fQre5t Road , Loi 11 13lticYwl ; Va%k ItMaar_ Vk 511�+rq provide this letter as written approval of the plans dated �1• dl4 which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: Reis+ons 4z> w� , Qw stan sca .�rua.� . t IZnc l a,-tdscao Ina , i I Further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. (Signature) (Date) ^. F;\cdevIFORMS1PermitslPfanninglDRB�drb—change_to_approved_plans_i_page_05-11-2006.doc DEED RESTRICTION and AMENDMENT TO TOWNHOUSE DECLARATION This Deed Restriction and Amendment to Townhouse Declaration is made effective August 1, 2006, by and between Brian Deevy and Caryn O. Deevy("the Deevys") and White Rock Properties, LLC, a Colorado limited liability company ("White Rock"). RECITALS On March 19, 1980, a Townhouse Declaration was recorded in Book 300 at Page 311 at Reception No. 196700 of the real property records of Eagle County, Colorado ("the Declaration"), which Declaration affects the real property described as Lot 11,Block 1, Vail Village Sixth piling, according to the recorded plat thereof, County of Eagle, State of Colorado. The Declaration created Parcel A, Parcel B and Parcel C. The Deevys are the owners of Parcel A and an undivided one-half interest in Parcel C ("the Deevy Parcel"); White Rock is the owner of Parcel B and an undivided one-half interest in Parcel C ("the White Rock Parcel"). On July 18, 2005, an Agreement made between the Deevys and White Rock relating to the Deevy Parcel and the White Rock Parcel was recorded at Reception No. 923051 of the real property records of Eagle County, Colorado ("the Agreement"). The Agreement related to the construction of an Addition on a portion of the White Rock Parcel, said Addition to be constructed substantially in conformity with plans prepared by Reslock and Sullivan, LLC ("the Plans") and submitted to the Town of Vail which are dated 3/4/04 and revised 3/15/04, even though the Agreement references another set of plans dated October 28, 2003, which have been lost. The Plans on Sheet A-6 show a main floor window being constructed on the westerly, rear corner of the home on White Rock Parcel facing and opening to the south("the Rear Window"). The parties desire to provide that the Rear Window will always remain a window and that it will not be used for any other purpose. The parties covenant and agree that between the 9' wall to the east of the Rear Window and the 5' wall to the west of the Rear Window there shall be a berm between the two retaining walls, and not a patio or deck of any kind. Now therefore, in consideration of the foregoing and for good and valuable consideration the sufficiency of which is hereby acknowledged, it is agreed: 1. The Rear Window shall be used for no purpose other than as a window and shall not be used as a door or aperture providing ingress or egress to the exterior of the White Rock Parcel, or as access to any deck or patio in between the two retaining walls. This Use and Deed Restriction is a voluntary building and use restriction and shall be construed to protect the privacy and security of the Deevy Parcel. Further, this Use and Deed Restriction containing the aforementioned building restriction shall be a covenant running with the land, benefiting the Deevy Parcel and burdening the White Rock Parcel. 2. In the event of any violation or threatened violation of the restrictions set forth in this document, the owner of the Deevy Parcel shall be entitled,upon application, to injunctive relief prohibiting use in contravention of this Use and Deed Restriction and, if necessary, requiring the restoration of the White Rock Parcel to a condition that does not violate this document, all at the sole cost and expense of the owner of the White Rock Parcel. Such relief may be ordered without bond and in any such proceeding or action the prevailing party shall be entitled to recover its costs and reasonable attorney fees. BRIAN DEEVY CARYN 0. DEEVY WHITE ROCK PROPERTIES, LLC ':! 2 State of Colorado ) }ss County of ) The foregoing Deed Restriction and,Amendment to the Townhouse Declaration was acknowledged before me this day of , 2006, by Brian Deevy and Caryn O. Deevy. Subscribed and sworn to before me this day of , 2006. Witness my hand and official seal. Notary Public My commission expires: State of Colorado } }ss County of Eagle ) The foregoing Deed Restriction and Amendment to the Townhouse Declaration was acknowledged before me this ( ! day of 694 f-s hj;(L , 2006, by J/gbang- &oN�W-das`- lf`'l 04$ 2 of White Rock Properties, LLC. Subscribed and sworn to before me this day of 04-74�491— ' 2006. Witness my hand and official seal. 1�,��p`�{o Notary Public My commission expires: G N9�,g6/QL1.,�P0 �00LO My Commission Expires mum 3 A-010 F COURT,EAGLE COUNTY,COLORADO Box 597 rado 81631-0597 Plaintiffs: BRIAN DEEVY and CARYN 0. DEEVY, V. Defendants: WHITE ROCK PROPERTIES, LLC, a dissolved Colorado limited liability company, VAIL VALLEY BUILDERS AND REMODELERS, LLC, a dissolved Colorado limited liability Company, doing business as Vail Mountain Builders and Remodelers, LLC, a dissolved Colorado limited liability company, GENARO MAGANA , ALAN GONCHAROFF, THOMAS J. RYSTROM and JACKIE NORTHROP,jointly and severally, THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A., national banking COURT USE ONLY Association and all unknown persons Case Number: 06 CV 149 Div. Ctrm: ORDER FOR RELEASE OF LIS PENDENS This matter came before the court upon the Stipulation and Agreement Re: Lis Pendens and Modifications to Real Property filed by parties and the court having considered said Stipulation and Agreement, Finds, that the real property owned by White Rock and described in the Notice of Lis Pendens recorded on March 28, 2006, at Reception No. 200607706 of the real property records of Eagle County, Colorado, will not be affected by a judgment on the issues that remain pending in this action. It is Therefore Ordered, that the Lis Pendens recorded as described above be released. It is further ordered that, the parties having conferred as directed by the court in its Order entered June 27, 2006, that portion of the Order entered June 27, 2006 directing White Rock not to sell its,property is vacated. There being no just reason for delay, this Order is final pursuant to C.R.C.P. 54(b). i Done this date of 12006. BY THE COURT: District Judge 2 JUN-09-2606 16:49 GOODMAN & WALLACE 970 926 5009 P.01i07 GOODMAN AND WALLACE P.C. ` • ..J,; _ Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970)926-4447; Facsimile! (970) 926-5009 www.goodmanwallar.e.com Lai I1 431 ack. I John D. Goodman FACSIMILE COVER SHEET To: Mail Mire, Town Attorney JR Mondragon, Building Department William Gibson, Planning Department Town of Vail Fax Number. (970) 479-2157 (970) 479-2452 From: John D. Goodman Date: June 9, 2006 Re: Deevy v. White Rock, et al., Ea le Countv District Court Case No. 06 CV 149 Total number of pages including this one: 7 If you do not receive all pages,please call immediately. COMMENTS: CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential infonnation, It is intended only for the use of the individual or entity named above. if you arc not the intended recipient,or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. if you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. JUN-09-2006 16:50 GOODMPN & WALLACE 970 926 5009 P.02i07 GOODMAN N AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886,Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970)926-5009 www.goodmanwallace.com John D. Goodman June 9, 2006 Via Facsimile(970) 479-2157 Via Facsimile (970)479-2157 Mr. J. Mathew Mire Mr. JR Mondragon Town of Vail, Town Attorney Town of Vail, Building Department 75 S. Frontage Road, West 75 S. Frontage Road, West Vail, Colorado 81657 Vail,Colorado 81657 Via Facsimile (970)479-2452 Mr. William Gibson Town of Vail, Planning Department 75 S. Frontage Road West Vail, Colorada 81657 RE: Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear Gentlemen: Enclosed you will find an Order Granting Injunctive Relief issued by the Eagle County District Court on June 2, 2006. This was the relief which we were seeking at the hearing which was to be held June 8, 2006, As I understand it, you will not issue a building permit until such time as this Order is complied with, Mr. Deevy has provided approval of remedial plans, and the applicant has reinstated its application together with satisfying your criteria in the Building Department, Community Development/Planning Department, and Engineering and public Safety. Deevy/Mondragon-Gibson re Order JUN-09-2006 16:50 GOODMAN & WALLACE 970 926 5009 P.03/07 Please advise if there is any additional information needed or if you have any questions in this regard. Also, I would like to be advised of the reasons for the "Red Tag" posted on the residence on May 31, 2006. Thank you for your assistance and cooperation thus far. Very truly yours, GOODMAN AND WALLACE P.C. �9lli ghnkdman JDG/crp enclosure cc: Mr. and Mrs. Deevy Deevy/Mondragon-Gibson re Order JUN-09-2006 1650 GOODMAN & WALLACE 970 926 5009 P.0�4/007 . CQ� DISTRICT COURT,EAGLE COUNTY,COLORADO c0 I agic County District('ours nth JD P.O. Box 597 Ii-ilia Date:Jun 2 2006 4:55NNt htDT 7453 Eagle,Colorado 81631 Revi tD: ltd3Don itcvi w Clerk:Panna Carpenter BRIAN DEEVY and CARYN O.DEEM Plaintiffs, Y. WHrf M ROCK PROPERTIES,LLC,a Colorado limited Habifiity company,VAIL VALLEY BUILDERS AND REMODELERS,LLC,a dissolved Colorado limited liability company,doing business as Vail Mountain Builders and Remodelers,LLC,a dissolved Colorado limited liability company, GENARO MAGANA,ALAN GONCHAROFF, COURT USE ONLY THOMAS J.RYSTROM and JACKIE NORTHROP,jointly and severally,THE PUBLIC TRUSTEE OF EAGLE COUNTY, and REGIONS BANK N.A.,a national banking Casa No. 06 CV 149 as-sociation and all unknown persons, Div.. 2 CUM: Defendants. John D. Goodman GOODMAN AND WALLACE P.C. P.O.Box 1$86 Edwards, Colorado $1632 Telephone(970)926-4447 Facsimile (970) 926-5009 john0Mdrnanw0ace.cqm Atty. Reg.#: 18812 Attomc s for Plaintiffs. ORDER GRANTING IN NCTIVE RELIEF Upon consideration of the Plaintiffs Motion for Mandatory Injunctive Relief, the Court's file,and being fully advised in the premises,the Court does hereby make the following findings. 1. Fndingi of Fact Defendants White Rock and VVBR commenced unauthorized and unapproved construction upon Parcel B and the Common Area of Lot 11, also known as Parcel C. White Rock and VVBR caused damage to Plaintiff Deevy, Deevy's Parcel A and Unit D, and Parcel C. White Rock and Deevy/Order Granting Injunctive Relief' l Oa/06/06 JUN-09-2006 16:50 GOODMAN & WALLACE 970 926 5009 P.05i07 VVBR proceeded with work without approval from Deevy, the planning and architectural committee for Vail First Fling, or the Town of Vail Building Department and Design Review Board. White Rock and VVBR submitted plans and specifications to the Town. of Vail Building Department and Design Review Board dated March 4, 2004, revised March 15, 2004, prepared by Reslock & Sullivan LLC, and have made unauthorized on-site modifications of said plans and specifications and the hillside and natural drainage features without approval from the Vail Village First Filing Planning and Architectural Committee, the Town of Vail Building Department,Town of Vail Design Review Board, and Deevy. White Rock and WBR withoot permission or consent caused disruption of drainage and caused mud and boulders to came on to Deevy's patio; performed unauthorized trenching; removed landscaping; removed lights; removed wims; shoveled a depth of ten (10) feet of ice and snow from Unit B onto Deevy's patio; and placed improvements upon Lot I I without Deevy's permission, including but not limited to landscaping, trenching, drainage features, ponds,retaining walls, and patios. White Rock and WBR do not deny any of the above facts in their response. Their response is primarily based upon the promise that money damages are adequate and therefore Plaintiffs will not suffer irreparable harm. However, the real property at issue may be forever altered if the property is transferred to a third party as White Rock and VVBR are earnestly seeking. Thus, the court finds irreparable harm will be suffered if Plaintiffs Motion is not granted. Accordingly, the Court concludes the following as a matter of law. H. Conclusions of Law_ A. Plaintiff has a reasonable probability it will prevail on the merits of the case. B. Plaintiff has suffered real, immediate, and irreparable harm due to the actions of Defendants White Rock and VVBR making unauthorised modifications to Parcels B and C. C. Plaintiff has no adequate remedy at law in the absence of an injunction due to the impending sale of the property and impending flooding. D. An injunction will not deserve the public interest because,it is in the public's interest to enforce agreements between parties and agreements existing in the public record and effecting tide. E. The balance of equities favors an injunction. As there is a reasonable probability that Plaintiff will prevail on the merits of the case, the Plaintiffs Motion for Injunctive Relief is granted. Deevy/Order Granting Injunctive Relief 2 D4/ob/o6 JUN-09-2006 16:51 GOODMAN & WALLACE 970 926 5009 P.06i07 F. Plaintiff has acted to mitigate flooding by engaging its contractor with temporary measures of sandbagging. An injunction will preserve the status quo until trial and may elitninate moisture intrusion to Plaintiffs residence, and further shall cause Defendants White Rock and VVBR to complete only those improvements which were approved by Vail Village First Filing Planning and Architectural Committee,The Town of Vail Building Department,The Town of Vail Design Review Board, and Deevy. Plaintiff therefore has fulfilled all necessary elements to obtain injunctive relief as set forth in Rathke v. McEaflgpg, 648 P.2d 653-654 (Colo. 1982). Plaintiff has complied with all necessary procedural requirements of C.R.C.P. Rule 65 including the payment of security for costs in the amounr of$1,000.00 in good funds the receipt of which is hereby acknowledged by this Court, and the same is approved as to form and amount. M. Mandatory fniunction Defendants White Rock and VVBR, their Directors, Officers, Agents, Employees, and Attorneys are hereby ordered to complete the following within 30 days of this order: 1. That Parcel B and Parcel C be restored to plans approved by Vail Village First Filing Planning and Architectural Committee,The Town of'Vail Building Department,The Town of Vail Design Review Board,and Deevys. 2. That Parcel B,Unit C be painted the same color as Parcel A,Unit D. 3. That all unauthorized modifications as verified by Reslock & Sullivan LLC be restored to the original plans and specifications approved by Vail Village First Filing Planning and Architectural Committee,The Town of Vail Building Deparuwnr,The Town of Vail Design Review Board, and Deevys. 4. That Defendants White Rock and VVBR complete those aspects of the plans and specifications that were approved, but not completed, including but not limited to removal of the retainiag wall outside the master bedroom on Unit B, removal of the unauthorized patio, remove unauthorized egress, complete construction of the stub wall protruding south in line with the party wall, complete approved drainage plans and elevations, all work to be reviewed and approved by Reslock & Sullivan LLC, Town of Vail Building Department, Village First Fling Planning and Architectural Committee,The Town of Vail Design Review Board and Plaintiff. 8. All work shall be completed within the next thirty(30) days. 9. Defendants 'White Rock and VVBR and its agents shall coordinate work with Plaintiff to accommodate plaintiffs schedule to the extent work conflicts with their use of the Property. 10. Plaintiff is hereby order to place security for costs in the amount of $1,000.00 in Deevy/Order Granting Injunctive Relief 3 44/06/06 JUN-09-2006 16 51 GOODMAN & WALLACE 970 926 5009 P.07i07 good funds, to the Registry of the Court pursuant to Rule 65 C.R.C.R,the receipt of which is herby acknowledged. IV. &torneys Fe s Attorney fees will be determined at the conclusion of this case. TEO MANDATORY INJUNCTION IS EFFECTIVE EVIMDIAT'ELY. SO ORDERED chis -- day of , 2006• By the rt District Court Judge Deevy/Order Granting Injuncaw Relief 4 04106/06 JUN-06-2006 09:55 GOODMAN & WALLACE970 926 5009 P.02/02 -734 �rde . V,.,4VT blk- I/ 16f GOODMAN AND WALLACE P.C. Attorneys and Counselors at Lmv `+ 0105 Edwards Village Blvd., Suite D-201 , d ..� P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com June 8, 2006 Via Facsimile(970) 479-2157 and U.S. Mail Matt Mire, Town Attorney Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Dear I&-Mire; Please be advised that the hearing which was scheduled for June S, 2006 in the above referenced matter has been vacated and the appearance of JR Mondragon and Bill Gibson will not be necessary. The Court has ruled in our favor on the pending motions. Please let this letter serve as notice releasing Mr. Mondragon and Mr. Gibson from the Subpoena and/or Subpoena Duces Tecum. As far as the check which was mailed to you on their behalf as mileage/witness fee,please return the checks in the self-addressed stamped envelope enclosed. At this time, I would also like to tharilc you for agreeing to help [his office in the above referenced matter and for taking the time to research the same. Very truly yours; GOODMAN AND WALLACE P.C. `-� 6j :D. Goodman .Ids Dcc"IMMim ltr re dismissal JUN-06-2006 09;55 GOODMAN & WALLACE 970 926 5009 P.01i02 GOODMAN AND WALLACE P.C. Atrorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www,goo dmanwallace.com John D. Goodman FACSIMILE COVER SHEET b To: Matt Mite, Town Attorney Town of Vail Fax Number: (970) 4792157 From: John D. Goodman Date: June 5, 2006 Re: Deevy v. White Rock, et al., Eagle County District Court Case No. 06 CV 149 Total number of pages including this one: 2 If you do not receive all pages, please call immediately, CONSENTS: CONFIDENTIALITY NOTICE The information contained in this facsimile message is attamey privileged and confidential information. It is intended only for the use of the individual or entity named above. IF you are not the intended recipient, or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. If you have received this communication in orror, please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. 'Thank you. MAR-24-2006 16:56 GOODMAN & WALLACE 970 926 5009 P.01/09 GOODMAN AND WALLACE F.C. Attorneys �/,�/C and Counselors at Law . � 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com John D. Goodman FACSIMILE COVER SHEET To: Charlie Davis, Chief Building Official JR Mondragon, Senior Building Inspector Bill Gibson, Planner Matt Mire, Town Attorney Town of Vail Fax Number: (970) 479-2452 (970) 479-2157 From: John D. Goodman Date: March 24, 2006 Re: 736 Forest Road Total number of pages including this one: 8 If you do not receive all pages,please call immediately. COMMENTS: cc: Stan Zemler/Town of Vail Manager (via fax at(970) 479-2157 Mr. and Mrs. Deevy CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. It is intended only for the use of the individual or entity named above. if you are not the intended rccipicnt,or the person responsible for delivering it to the intended recipient, you are notified that any disclosure, copying, distribution or use of this communication is strictly prohibited. if you have received this communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. postal Service. Thank you. MAR-24-2006 16:56 GOODMAN & WALLACE 970 926 5009 P.02i09 GOODMAN AND WALLACE P.C. Attorneys and Counselors at Law 0105 Edwards Village Blvd., Suite D-201 P.O. Box 1886, Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwallace.com John D. Goodman March 24, 2006 Via Facsimile (970) 479-2452 and (970)479-2157 Charlie Davis, Chief Building Official JR Mondragon, Senior Building Inspector Bill Gibson, Planner Matt Mire, Town Attorney Town of Vail 75 S. Frontage Road, West Vail, Colorado 81657 Re: 736 Forest Road Dear Gentlemen: This letter is to confirm our meeting one week ago. At that time I presented to you documentation with respect to ongoing activities at 736 Forest Road, and lack thereof. While I understand that it is not the job of government to enforce private covenants, it has been our experience during the last twenty years in Eagle County that municipalities, including the Town of Vail will not grant approval for plans if there are private covenants which require the consent and approval of a neighbor. As you are aware this office represents Brian Deevy and Caryn 0. Deevy with respect to 736 Forest Road, West half, together with their undivided 50% interest in and to Parcel C, a portion of Lot 11, Filing Six. I have presented to you the fact that there are recorded covenants including but not limited to Protective Covenants of Vail Village First Filing, Eagle County, Colorado, recorded in Book 74 at Page 171 of the records of the Eagle County Clerk and Recorder; the Townhouse Declaration for Lot 11, Block 1, Vail Village Sixth Filing, Town of Vail, recorded as Reception No. 196700 in the records of the Eagle County Clerk and Recorder and an Agreement dated December 3, 2003 recorded as Reception No. 923 05 1, July 18, 2005. Further, I have brought to your attention that the entity White Rock, LLC, owning the east orae-half of 736 Forest Road, is a dissolved Colorado limited liability company per the records of the Colorado Secretary of State. Too, the contractor, Vail Valley Builders and Remodelers, LLC, a dissolved Colorado limited liability company doing business as Vail Mountain Builders and Remodelers, LLC, a dissolved Colorado limited liability company are no longer valid Colorado entities. Finally, I brought to your attention that the building permit issued to the contractor has expired. MAR-24-2006 16:57 GOODMAN & WALLACE 970 926 5009 P.03/08 Important features of the Covenants, include but are not limited to that completion of projects must occur within twelve (12) months as well as approval must be obtained from the neighboring owner. In this instance I have presented evidence to you that the plans which were submitted to the Vail Design Review Board and to the Vail Building Department have been substantially modified and have not been approved by Deevy, have not been approved by the Architectural Control Committee For the neighborhood, the Vail Design Review Board or the Vail Building Department. I have asked you on numerous occasions to visit the site to determine both compliance with the approved plans, as well as verify that the as-built conditions differ from the plans which you approved. I have showed you numerous photographs indicating open trenching, unapproved doors, drainage modifications and the like. I have also indicated to you on numerous occasions security lines, telephone lines, fire alarm lines have been cut. Most recently we have been provided evidence that these lines have been destroyed intentionally. Finally, the owners and/or their agents have shoveled 11 feet of snow and ice off the roof onto the patio of our clients destroying furniture and snow melt systems, I have not heard a response to my letters or phone calls. I am enclosing for your review the report of HP Geotech dated March 7, 2006 together with the report of Demand Construction Services, Inc., dated October 10, 2005. It is my understanding That your office was going to "red flag" the ongoing work at the White Rock residence. Please advise of the status. We have expressed concern that the White Rock property is listed for sale and if the same sells that we will not be able to have any recourse with the new owner. Accordingly, we are filing a Lis Pendens and an eleven claim Complaint in the District Court of Eagle County seeking relief, including a temporary restraining order and requesting injunctive relief. However, I must respectfully request that the Town do what they can to fulfill their obligation to its citizens to enforce the municipal code and the regulations within your jurisdiction, If you feel, that you cannot fulfill your obligations please contact me in writing and explain why you will continue to allow a renegade building site with individuals who have allowed their entities to be dissolved, allowed their building permits to terminate, and who are building virtually unchecked substantial modifications to improvements and the site and while at the same time creating health safety issues. As I indicated to Mr. Mondragon and Mr. Gibson, with the impending snow melt, the modified drainage feature which the Deevys have lived with without a problem for the past 16 years, now presents threat to their property due to the unauthorized modification by White Rock. It is my understanding this matter was going to be referred to your engineering department and I have not heard from them either. I look forward to a prompt response. Very truly yours, GOODM AND WALLACE P.C. IDG:Ids D. Goodman cc: Stan Zemler/'Town of Vail Manager (via fax at(970)479-2157) Mr. and Mrs. Deevy Deevy/ToNail ltr re properties MAR-24-2006 16=57 GOODMAN & WALLACE 970 926 5009 P.04i06 l-lepworch-Pawlak Geotechnical,! 5020 County Road 154 FEW* 'fAech Glenwood Springs,Colorado 81 1 Mom:970-945-798r� HEPWORTH-PAWLAK GEOTECHNICAL Fax!970-945-6454 ' �QQ6 email;hpgeo®hpgeotech.com March 7, 2006 Brian Deevy c/o Goodman Wallace, LLP Attn: John Goodman P.O. Box 1886 Edwards, Colorado 81632 Job No. 105 658 Subject: Emergence Measures to Protect Against Flooding, Duplex at 736 Forest Road, Lot 11, Block 1, Vail Village 6'b Filing, Vail, Colorado Gentlemen: I understand from a telephone call yesterday with Mr. Deevy that the drainage improvements recommended by UP Engineering in their report dated November 21, 2005, Project No. 03137 (a supplement to their report dated October 21, 2005) have not been implemented. Heavy spring runoff could cause overtopping of the existing channel and potentially flood the Deevy's side of the property. The drainage channel improvements have not started and it is probably too late to adequately construct these before spring runoff. Emergency measures such as sand bagging to contain flows in the channel and to divert flows from the uphill side of the Deevy's unit appear required. A civil engineer familiar with flood control should be contacted to help with the needed emergency protection plan. We understand that Beck Building Systems will probably implement the flood protection plan. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH --- PAWLAK GEOTECHNICAL, INC. Steven L. Pawlak, P. 15222 P. SLP/ksw L f� d��` , E OFTOLd� Parker 303-841-7119 • Col6rada Springs 719.633.5562 • Silverrhome 970-468.1989 MAR-24-2006 16:57 GOODMAN & WALLACE 970 926 5009 P.05/06 D "T I emand JCT 1 ,9 2005 2015 (--(.)nStr'U(Ti()1-) 1;ervjcE!s, 1,ric. Cloirns,Scheduling and Cost Experts 01d,CO a0111 -M ;7iA rAY October 10,2005 Mr. &Mrs, Brian Deevy 3200 Cherry Crock Drive, South, Suite 500 Denver, CO 80209 RE: Site Inspection Report Duplex at 736 Forest Road Vail, Colorado Dear Mr. &Mrs. Deevy: As I discussed with Brian by telephone on September 12, 2005,please find enclosed my observations resulting from my site inspection of your property in Vail, on September 1, 2005. I've also enclosed photographs which I took an that date. My objective was to compare the actual construction modifications made to Unit B, with the permit drawings, dated March 4, 2004, which were approved by you. I was also to investigate and comment on drainage problems and piivacy issues affecting your Unit A, c&used by the noncompliance of Unit B modifications with the approved drawings. If you require anything further from me please advise. I apologize for the delay in getting this written report to you. Very truly yours, Demand Can ction Service Inc, Con Service 11 Alan W. Son e President Enclosures �: w/Encl. Mr. John Goodman MAR-24-2006 16:59 GOODMAN & WALLACE 970 926 5009 P.06/Oe Demand Constiructiol", Claims,Scheduling and Coir Experts 9LD .. ........ 3r'3 -1-0 P,6 7 747,.8714 VAX SITE INSPECTION REPORT SEPTEMBER 1,2005 DUPLEX AT 736 FOP-EST ROAD VAIL, COLORADO - DEEVY RESIDENCE -UNIT 13 BY ALAN W. JONGENEEL DEMAND CONSTRUCTION SERVICES, INC. OBESE-MATIONS'. 1) The front of Unit B was not"pushed out". It was built per the approved plans (3/4/04), except the utility meter court was 2"to 4"narrower than on the plans. 2) unit R was not"moved back". The master bedroom protrudes 11.1' bayond Unit A per the approved plans. 3) The area behind the Unit B master bedroom was totally changed from the approved plans. a. The retaining wall(formed up) outside of the MBR was not on the plans or approved. b. No patio was approved for this location. c. No egress was approved for this location. The plans called for a window at the south elevation of the MBR. This has been changed to a double French door. d. The approved egress from the MBR was from the east side of the MBR onto the approved patio. The previously existing double door has been changed to a window. e. The barbecue area extension wall and roof to south of the MBR has been eliminated. This feature would have screened the Unit B patio from the Unit A patio, and provided total separation and privacy between the two patios. MAR-24-2806 16:58 GOODMAN & WALLACE 970 926 5009 P.07i06 £ The area south of the MBR was to be a graded area with n.atiVe grasses and flowers at elevation 8138--�, draining away from Unit B to the relocated rock stream bed with liner. The top of the unauthorized retaining Nvall is formed up to be at elevation 8141 f or 31±higher than the approved grade. The top of unauthorized patio would be at approximately elevation 8139. g. The stub wall protruding south in line with party wall was not built. (Dwg AI). 4) The existing pond, below the main drainage from the area above and behind the duplex, appears to have been raised in elevation. Drawing Al (3/4/04) indicates the following; Existing pond elevation =8137 Existing Unit A patio= 8136.5' New Unit B patio = 8133.7' 5o the existing pond was 0.5' above the existing Unit A patio and was to be 3.3above the new Unit B patio. My observations on 9/1/05 were that the relocated pond.was 2 %z to 3' above the Unit A patio and 5 %z ' above the Unit B patio. (This is the current pond water level which was 1 - 1 /a' below the rock edge of the pond). Unit A is exposed to greats runoff and drainage due to this change. 5) A large boulder has been removed from the,Unit A rock wall, which is adjacent to the formed-up retaining wall south of Unit B MBA. 6) The locations of the Unit B spa and the adjacent second pond have berm changed from the approved plans. 7) The second pond was designed at elevation 8135.0E or 1.3' above the Unit B patio. As constructed, it is actually 0.7'below the Unit B patio. Drainage from this pond travels beneath the corner of the spa in a rock streambed. 8) The concrete retaining wall along outside edge of the Unit B patio was not built(as required on the approved drawings). The top of this wall was to be at i:levation 8138' or 4.3' above the Unit B patio. This would have provided much greater protection of the Unit B patio from-runoff 9) From the topographic map sheet 643T-03 (12/30/03), it looks like the pond was below the elevation of the top of the Unit A rock wall (if pond was at 8137 as noted on Dwg Al). The revised pond location creates a much greater exposure of the Unit A patio and structure to flooding and runoff. 10)Lights moved on party wall? There were no lights on the party wall or evidence of lights being removed. -2- MAR-24-2006 1G:50 GOODMAN & WALLACE 970 926 5009 P.08/08 11.)There is a problem with rain gutter discharge from Unit A and Unit B south roofs due to drainage changes at Unit B. A downspout extension currently carries the discharge from the Unit B south roof to the pond. (See photos 5920 to 5925) Note: In mycopy of the permit set of drawings, Sheet A3.0 is only partially printed, with all of the main level plan omitted. A5.0 is partially obliterated, as is time title block of the topo map drawing. -3- MPP-07-2005 05:32 H—P 5EC7ECH P.02/22 5020 C,'ouno, Rra-id 154 G Ftech HEPWORTH-PAWLAK GEOTECHNICAL 1;nw 90.945-A454 Marc,,. 7, 2006 Briar. Deevy c/o Goodman Wallace, LLP Attra: John Goodman P.O. 13ox 1886 Edwards. Colorado 81632 Job No. 105 658 Sul-ject: Emergence Measures to Protect Acaii-Lgt Flooding, Duplex at 7-16 Forest Road, Lot 11, Block 1, Vail Village 6' Filing. Vail. Colorado Gcr.11cinen: I understand from a telephone call yesterday with Mr. Deevy that the drainage irnprovements reccinmended by LKP Engineering, in their report dated Noy tinber 21, 2005. Project No. 03137 (a supplement to their report dated October 21, 2005) have not been implemented. Heavy spring runoff could cause overtopping of the e:xisting charm.-I, and potentially flood the Deevy's side of the propertv. The drainage channel improvements have not started and it is probably too late to adequately construct these before spring runoff. Emergency measures such as sand bago in a to contain flows in the channel and to divert flows from :he uphill side of the Deevy's unit appear required. A civil engineer familiar with flood- COM701 should be contacted to help with the needed erner.acney protection plan. We understand. tl-.art Beck Builldilig Systems will probably implement the,flood PrOleCd011 PIM. If you have any questions 07 Med further assistance, please call our office. sincel%ly' RE"PWORTH - PAWLAK G NICAL, INC. 15222 Steven L. Pawlak, P. P. SLP/ksw prel-5-1 So SIG.. V OF Co T'�srl<cr 3C 7-441-711 Cnioraio Sprii.-Lgs 719-633-5362 Silvei-r.hurri(! 970-468-1989 TOTAL P,02 John Goodman From: Al Jongeneel [AJongeneel@Demandinc.com] Sent: Tuesday, March 07, 2006 5:33 PM r To: Brian Deevy Cc: John Goodman Subject: Vail Duplex-Temporary Flood Control Measures Dear Brian, Confirming our phone conversations, you have asked me to provide recommendations for temporary flood control measures to protect your property during the anticipated high spring melt and runoff. Please consider the following suggestions: 1. Most troublesome would be the main drainage channel down the center of the slope behind the duplex. This channel empties into the new pond, and then flows in the rock creek bed to the east, and then out to the street just inside the property line, to the east of Unit B. In order to try to keep the flow in this drainage way, I suggest that you build a sandbag wall around the west and north edge of the pond, to keep the water in the pond and direct it to the east. Remove the cobbles that are on the lip of the pond and start the sandbags on the top of the membrane liner. You will need to buttress this wall where it makes the turn, because there will be quite a bit of force from the water. I would also place bags on the inside of the turn in the bottom of the pond, to make the turn more gradual and to beef up this section of the wall. In addition, extent the sandbag wall up the hill a ways, on the west side of the channel to keep the water directed to the pond. Also make sure that the drainage way to the east, below the pond is clear- dig a channel in the snow and maybe place sandbags along the downhill side of the channel. 2. The second biggest problem is the excavation for the patio retaining wall, behind Unit 8, adjacent to your patio. This will, in all likelihood, fill up with water, and it could seep beneath your patio and find its way into your basement, and or below your foundations. The best remedy here,would be to remove the forms and reinforcing steel and backfill and compact this deep trench. Since the ground is probably frozen, this may have to be redone when the weather warms up to achieve proper compaction. I would also replace the large boulder that was taken out of your retaining wall, and backfill behind this wall. If you can't get the forms and rebar out of the trench and backfill this area, then I would dig out the snow and ice from the east end of this wall so that it will drain away to the east, and not fill up with water. I would then build a sandbag wall against the rock retaining wall, in the area where the large boulder was removed, and where there is no backfill behind the wall. This should keep water from running through the boulder wall, onto your patio. 3. The two downspouts, on and near the common wall between the duplex, should be extended with flexible plastic pipe and redirected to drain into the rock creek bed, below and to the east of the pond. Currently one drains into the patio foundation wall excavation, and the other drains into the pond. Neither of these existing conditions are acceptable. 4.As far as the drainage on your side of the property, as we discussed, it would be best if you could keep the water up on the berms on the hillside, where I understand you have french drains buried, to carry the water around the northwest corner of your unit. If you can place a row of sandbags on top of the rock walls, that would help keep the water on the berms, and off the patio. I would also consider placing sandbags against your exterior wall around the northwest corner, and around any window wells along the west side of your unit, where some of the water drains down the walkway/steps. 5. We also discussed removing the snow from your patio, to eliminate the melting and runoff from this area. You indicated to me that the Owner of Unit B, shoveled the snow off of his roof onto your patio. As a result, the snow on your patio is currently eight to ten feet deep. If I can be of further assistance, please advise. Very truly yours, AI Jongeneel Chairman Demand Construction Services, Inc. 303-740-8647 AJongeneel@Demandinc.com 1 Demand OCT 1 2 2005 1 0 Construction Services, inc. F23Y: Claims,Scheduling and Cost Experts f C Ir y Avc.,j U i t, 3 0 CEn[rni)I,CO HO 11 1 i:-, J,mamdw, corn 30' 'P(,,8114 FAX October 10, 2005 Mr. & Mrs, Brian Deevy 3200 Cherry Creek Drive, South, Suite 500 Denver, CO 80209 RE: Site Inspection Report Duplex at 736 Forest Road Vail, Colorado Dear Mr. &Mrs. Deevy: As I discussed with Brian by telephone on September 12, 2005, please find enclosed my observations resulting from my site inspection of your property in Vail, on September 1, 2005. I've also enclosed photographs which I took on that date. My objective was to compare the actual construction modifications made to Unit B, with the permit drawings, dated March 4, 2004, which were approved by you. I was also to investigate and comment on drainage problems and privacy issues affecting your Unit A, caused by the noncompliance of Unit B modifications with the approved drawings. If you require anything further from me please advise. I apologize for the delay in getting this written report to you. Very truly yours, Demand Const. ction Service Const ction Service Inc.1, a I , Alan W. Joni ne President Enclosures 1--ce: w/Enel. Mr. John Goodman Demand Construction Services, Inc 9LD Claims,Scheduling and Cost Experts 11A E-Cafey Ave„Suite 350 Centenniai,CO 80111 Unvw.demandinc-cnrn 303 740.8647 303.796.8714 FAX SITE INSPECTION REPORT SEPTEMBER 1, 2005 DUPLEX AT 736 FOREST ROAD VAIL, COLORADO DEEVY RESIDENCE - UNIT B BY ALAN W. JONGENEEL DEMAND CONSTRUCTION SERVICES, INC. OBESERVATIONS: 1) The front of Unit B was not "pushed out It was built per the approved plans (3/4/04), except the utility meter court was 2"to 4" narrower than on the plans. 2) Unit B was not "moved back". The master bedroom protrudes 11.1'beyond Unit A per the approved plans. 3) The area behind the Unit B master bedroom was totally changed from the approved plans. a. The retaining wall (formed up) outside of the MBR was not on the plans or approved. b. No patio was approved for this location. c. No egress was approved for this location. The plans called for a window at the south elevation of the MBR. This has been changed to a double French door. d. The approved egress from the MBR was from the east side of the MBR onto the approved patio. The previously existing double door has been changed to a window. e. The barbecue area extension wall and roof to south of the MBR has been eliminated. This feature would have screened the Unit B patio from the Unit A patio, and provided total separation and privacy between the two patios. -I- f. The area south of the MBR was to be a graded area with native grasses and flowers at elevation 8 13 8 {, draining away from Unit B to the relocated rock stream bed with liner. The top of the unauthorized retaining wall is formed up to be at elevation 8141 t or 3't higher than the approved grade. The top of unauthorized patio would be at approximately elevation 8139. g. The stub wall protruding south in line with party wall was not built. (Dwg Al). 4) The existing pond, below the main drainage from the area above and behind the duplex, appears to have been raised in elevation. Drawing Al (3/4/04) indicates the following: Existing pond elevation = 8137± Existing Unit A patio = 8136.5' New Unit B patio = 81337 5o the existing pond was 0.5' above the existing Unit A patio and was to be 3.3' above the new Unit B patio. My observations on 9/1/05 were that the relocated pond was 2 1h to 3' above the Unit A patio and 5 '/i ' above the Unit B patio. (This is the current pond water level which was 1 - 1 1/2 'below the rock edge of the pond). Unit A is exposed to greater runoff and drainage due to this change. 5) A large boulder has been removed from the Unit A rock wall, which is adjacent to the formed-up retaining wall south of Unit B MBR. 6) The locations of the Unit B spa and the adjacent second pond have been changed from the approved plans. 7) The second pond was designed at elevation 8135.0 or 1.3' above the Unit B patio. As constructed, it is actually 0.7' below the Unit B patio. Drainage from this pond travels beneath the conger of the spa in a rock streambed. 8) The concrete retaining wall along outside edge of the Unit B patio was not built (as required on the approved drawings). The top of this wall was to beat elevation 8138' or 4.3' above the Unit B patio. This would have provided much greater protection of the Unit B patio from runoff. 9) From the topographic map sheet 643T-03 (12/30/03), it looks like the pond was below the elevation of the top of the Unit A rock wall (if pond was at 8137 as noted on Dwg A1). The revised pond location creates a much greater exposure of the Unit A patio and structure to flooding and runoff. 10)Lights moved on party wall? There were no lights on the party wall or evidence of lights being removed. -2- 11)There is a problem with rain gutter discharge from Unit A and Unit B south roofs due to drainage changes at Unit B. A downspout extension currently carries the discharge from the Unit B south roof to the pond. (See photos 5920 to 5925) Note: In my copy of the permit set of drawings, Sheet A3.0 is only partially printed, with all of the main level plan omitted. A5.0 is partially obliterated, as is the title block of the topo map drawing. -3- SEP-21-2005 12:26 GOODMAN & WALLACE 970 926 5009 P.01/02 Q GOODMAN AND WALLACE P.C. % 13c Oes4 Face,-J Rte► Attorneys and Counselors at Law Lof fl, MerA11k�ifl� Alpine Bank Building, Suite III , 0069 Edwards Access Road, P.O. Box 1886 Edwards, Colorado 81632 Telephone: (970) 926-4447; Facsimile: (970) 926-5009 www.goodmanwahace.com John D. Goodman FACSIMILE COVER SHEET To: Larry Eskwith Fax Number: (970) 926-9298 From: John D. Goodman Date: September 21, 2005 Re: Deevy/White Rock Total number of pages including this one: 1 COMMENTS: Larry, as I previously mentioned in my letter dated July 8, 2005, the Deevys are concerned with the lack of progress by White Rock in completion of their work, and that White Rock has expanded the scope of the project with as-built conditions which differ from plans submitted and approved by the TOV and Deevy. This fact is substantiated, at a minimum in TOV notes August 26, 2004. I am also advised your client has constructed a rock wall without approval of TOV or Deevy; moved a boulder from Deevy's wall adjacent to the patio and redirected water in a manner that puts the Deevy property at risk of flooding. Too, there apparently is only a temporary lining to the water feature constructed by your client. I have yet to receive and review the required drainage plan referenced in the Agreement executed by our clients Dec. 4, 2003. We continued to believe that your client has violated the Townhouse Declaration paragraphs 5 and 11, as well as the Agreement paragraphs C, E, 3, 5, and 10. We believe that a meeting should be held in order to attempt to resolve out concerns satisfactorily. In the absence of a favorable response from your client, our client is prepared to seek Judicial intervention including but not limited to a restraining order/ injunctive relief and damages as a consequence of breaches of the above referenced agreements. Please call to discuss. JG Cc Deevy 303-765-1408 Gibson 970-479-2157 Davis 970-479-2452 SEP-21-2005 12:26 GOODMAN & WALLACE 970 926 5009 P.02i02 CONFIDENTIALITY NOTICE The information contained in this facsimile message is attorney privileged and confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient,or the person responsible for delivering it to the intended recipient, you are notifled that any disclosure, copying, distnibution or use of this communication is strictly prohibited. If you have received this communication in error,please notify us immediately by telephone and return the original message to us at the above address via the U.S. Postal Service. Thank you. I// %' t Design Review Board r� al 5 ACTION FORM � Department of Community Development , a �I � 75 South Frontage Road, Vail, Colorado 81657 TO 1-� tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: WHITE ROCK RESIDENCE DRB Number: DRB050379 Project Description: CHANGE TO THE APPROVED PLANS (RETAINING WALL) Participants: OWNER WHITE ROCK PROPERTIES LLC 08/01/2005 175 MAIN ST STE C104 EDWARDS CO 81657 APPLICANT WILLIAM RESLOCK 08/01/2005 7233 E COSTILLA PL CENTINNIAL, CO 80112 Project Address: 736 FOREST RD VAIL Location: 736 FOREST RD Legal Description: Lot: 11 Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 2101-072-1101-7 Comments: BOARD/STAFF ACTION Motion By: Action: WITHDRWN Second By: Vote: Date of Approval: Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid: 20.00 G bso $ TOWNOVAITUL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com August 4, 2005 Reslock & Sullivan, LLC 1582 Prouty Drive Evergreen, CO 80439 A RE: White Rock Residence — 736 Forest Road/Lot 11 Block 1 Vail Village 6th Filing > 9 9 Dear Bill, The Town of Vail Staff has preliminarily reviewed the change to approved plans design review application for the new retaining wall at the White Rock residence. A signed joint property owner authorization form must be submitted in order to complete this application. I am returning this application to you, but please resubmit this application once authorization from the joint property owner has been obtained. If you have any questions or comments, please feel free to contact me directly at (970) 479- 2173. Sincerely, Bill Gibson, AICP Town Planner Town of Vail fRECYCLED Pd PER ApplR Degn Review ��• .� Department of Community Development u 75.Sout4Frontage.Road,Vail,Colorado 8.1,657 'DVN nF SAIL tel9��479 2139 fax: 970.979.2452 web,www.ci.yail.co,.us General Information: All projects requiring design review must reserve approval'prior to submitting a building per application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted; until all required information:is received by the Community. Development°Department The project may,also need to ;be revigwetl by,the 'Town Council and/or the Planning and Environrriental Commission Design review approval lapses:'unless-a building permit is issued and construction commences within: .. one year of the approval. Description of the Request: 3 q �Ca1-� rrTl>S 14C� Location of the Proposal: .Lot: I 14 Subdivision: IL-1 Physical Address: Parcel No.: 10-7 2- a (Contact.Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: ' Names of Owner s : , Mailing Address:`: ti 3� 41,&V' ,11&1►� C 112e-Lt �/ .fL. C� 4 1 r 5� Phone: 14 �.(, 0 9C10 OwnerW Signature(s):� Name of Applicant. W Mailing Address IQ, I l�U� Lr :. Phone: _ `3� 3 "723 _�S-7 . Email Address Si.iQG sucaSr Fx Z7 Type of Review and Fee. ❑ Signs. $50 Plus$1.00,per square foot of total sign area. ❑ Conceptual Review. No pee ❑ New Construction $650. For'construc6on of a new building or demo/rebuild. ❑ Addition ".$300 For addition where,square footage is added to any residential or commercial building;.(includes 250 additions&interior conversions). ation $250' ;F or':minor,changes to'buildings.and site improvements, such as ❑ Minor Alter (multi'-family/commercial) reroofing,' 'painting, window additions, landscaping, fences and retaining walls,etc. ❑ , Minor Alteration $20 Forim nor clianges to buildings and site improvements, such as. (sin9le-famiiY/dup Iex} reroofing, painting, window additions, landscaping, fences' and retaining walls, etc. Changes to Approved Plans , $20 For: revisions to plans :already approved by Planning Staff or the Design Rev'iew'Baard. ❑ Separation Reg6est No Fee For Of�crr`Use Only., Grt Fee Paid: Check By: A n licatio mate. •d DRB No.. P Project No 'Page'1 of 13/11/17/03 f 'h TOWN OF VAIL, COLORADO Statement Statement Number: R050001188 Amount: $20.00 08/01/200509:48 AM Payment Method: Check Init: JS Notation: #3160/RESLOCK AND SULLIVAN ----------------------------------------------------------------------------- Permit No: DRB050379 Type: DRB-Chg to Appr Plans Parcel No: 2101-072-1101-7 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current P`$Ats -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 ----------------------------------------------------------------------------- JUL-08-2005 17:26 GOODMAN & WALLACE 970 926 5009 P.02i02 GOODMAN AND 'WALLACE P.C. f� Attorneys and Counselors at Law 0069 Edwards Accessoad Suite III R , S P.O.Box 1886,Edwards, Colorado 81632 Telephone: (970) 926-4447;Facsimile: (970) 926-5009 www.goodmanwallar.e.com John D. Goodman July 8, 2005 Via Facsimile (970)479-2452 Via Facsimile(970) 479-2157 4 Charlie Davis Bill Gibson Chief Building Inspector Community Development Town of Vail Town of Vail 75 S. Frontage Road 75 S. Frontage Road Vail, Colorado 81657 Vail, Colorado 81657 Re: 736 Forest Road,East, Vail/White Rock Properties LLC Dear Gentlemen: As you may be aware our office represents the owners of Unit B, Lot 11, Block 1, Vail Village Sixth Filing. It has come to our attention that the owners of the adjacent property Unit C, Lot 11, Block 1,Vail Village Sixth Filing doing business as White Rock Properties LLC may not be following their obligations pursuant to the Townhouse Declaration recorded in Book 300 at Page 311 and pursuant to a subsequent Agreement. I would appreciate if you would provide to me a copy of the building permit and plans and specifications from your file we believe to be prepared by Reslock and Sullivan LLC dated October 28, 2003. Please also provide a copy of any mgpection request and reports from your file. If it is not convenient for you to do this please advise when I may review the file with you to discuss my concerns. If you have any questions in this regard do not hesitate to call me. Very truly yours, GOODMAN AND WALLACE P.C. JDG:Ids John D. Goodman (dictated but not read) cc: Brian Deevy DeevyCrown of Vail la request for dace A\ OV! FILE C01 July 30, 2004 Mr.William Reslock 7233 East Costilla Place Centennial, CO 80112 Re: Temporary site-development sign 736 Forest Road Vail, CO 81657 Dear Mr. Reslock, The enclosed notification of a site development sign approval, with conditions, was sent to 4545 East Ninth Avenue in Denver several weeks ago. It was returned to us, stating that the owner, Mr. Contiguglia, was no longer at that address. If you are able, please see that it gets to the appropriate person/contractor, or call us with updated contact information. Best regards, Y/ /. Elisabeth Eckel 970.479.2454 enclosure Vi/1#,r e- Design Review Board ACTION FORM � «q Department of Community Development ;d TO h, OF VAIL 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: WHITEROCK RESIDENCE DRB Number: DRB050105 Project Description: CHANGE TO APPROVED PLANS (ELIMINATE 3 WINDOWS, EAST ELEVATION) Participants: OWNER WHITE ROCK PROPERTIES LLC 03/21/2005 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 License: APPLICANT WILLIAM RESLOCK 03/21/2005 Phone: 7233 E COSTILLA PL CENTINNIAL, CO 80112 License: Project Address: 736 FOREST RD VAIL Location: UNIT B Legal Description: Lot: 11 Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 210107211017 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 03/29/2005 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid: $20.00 Minor Exterior After4kons ; Application for Design Review r Department of Community Development RECEIVED 75 South Frontage Road, Vail, Colorado 81657 TOO� a Tr tel: 970.479.2139 fax: 970.479.2452 MAIR O7)A o U V1Y Yweb: www.vailgov.com J�v l '1~� .- . General Information: �---�T®V----------- All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: / 47rJa / /A/�Gy✓� �' �(/i/ Location of the Proposal: Lot:��Block: If Subdivision: uCt�+� U' of C Physical Address: � /�bl li/tf T /�' In, T d T� Parcel No,. _Z 10 l 0�Zl I®17 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): 4 / GGAG �l�r�Ti�r GLC Mailing Address: l �a✓ `!� i/ r / Lr ��r hon y 4�G 9P G 2 G Owners) Signature(s): Name of Applicant:9C4,04- � . Mailing Address: J G NT • Phone E-mail Address: /9 G��/Gig�CGfi Fax: . Type of Review and Fee: ❑ Signs $50 Plus$1.00 per square foot of total sign area. ❑ Conceptual Review No Fee ❑ New Construction $650 For construction of a new building or demo/rebuild. ❑ Addition $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions&interior conversions). ❑ Minor Alteration $250 For minor changes to buildings and site improvements, such as, (multi-fa miiy/commercial) reroofing, painting, window additions, landscaping, fences and retaining walls, etc. ❑ Minor Alteration $20 For minor changes to buildings and site improvements, such as, gle-family/duplex) reroofing, painting, window additions, landscaping, fences and retaining walls, etc. Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board. O Separation Request No Fee For Office Use Only . Fee Paid: Check No By: - Meeting Date:- - Z:t '`04 DRB No.. Planner: . .G Project No.: Inv Page 1 of 12/04/28/04 - TOWN OF VAIL, COLORADO Statement Statement Number: R050000263 Amount: $20.00 03/21/200510:25 AM Payment Method: Check Init: JS Notation: 1187/ALAN GONCHAROFF ----------------------------------------------------------------------------- Permit No: DRE050105 Type: DRB-Chg to Appr Plans Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts --------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 ► .. Vi 11 to // /0 C i Design Review Board ACTION FORM ( r( Department of Community Development TOWN OF VAIL 75 South Frontage Road,Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: WHITE ROCK RESIDENCE DRB Number: DRB040519 Project Description: CHANGE TO APPROVED PLANS Participants: OWNER WHITE ROCK PROPERTIES LLC 12/31/2003 Phone: 175 MAIN ST STE C104 EDWARDS CO 81657 APPLICANT WILLIAM RESLOCK 10/01/2004 Phone: 7233 E COSTILLA PL CENTINNIAL, CO 80112 License: Project Address: 736 FOREST RD VAIL Location: EAST UNIT Legal Description: Lot: 11 Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 210107211017 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 11/10/2004 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Bill Gibson DRB Fee Paid: $20.00 Application for Design Review Department of Community Development 75 South Frontage Road,Vail,Colorado 81657 TOWN OF VEIL tel: 970.479.2139 fax: 970.479.2452 web_ www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Requgst: Chan S- et� Q ts� rDQ �Q _�C�r��Y1�11 _QT Location of the Proposal: Lot: Ji Block: S Subdivision: VQ;A_V:. �e--b�_-Fs t,r�___ Physical Address: 736�ortw +-- -----_ .�. ECX + Unl�- Parcel No.: DO 10-72-110 17 ..... (Contact(Contact Eagle Co.Assessor at 970-328-8640 for parcel no.) Zoning: Pn'c aviA l May- Name(s) of Owner(s): Wh�e �4�� ✓QHS_1-LC.-----_------------__.___- Mailing Address: Lr - �r,A W' NgJD_s4��J__ Phone _ ��4 � � = �� -------------- Owner(s) Signature(s): _ _ Name of Applicant: _W����am_ �os� ------------ Mailing Address: 723 _ -C �L� ti � i ���_A r��---$AL2-__-_____. -------------- ---------- --------------- Phone:(. -03- 7 1 �Lg------------- E-mail Address: LS �sw !e� ts�e�c9i_Fax:_�,�i 7Z3=$wog --------------- Type -___ ____Type of Review and Fee: • Signs $50 Plus$1.00 per square foot of total sign area. • Conceptual Review No l=ee • New Construction $650 For construction of a new building or demo/rebuild. • Addition $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions&interior conversions). • Minor Alteration $250 For minor changes to buildings and site improvements, such as, (multi-family/commercial) reroofing, painting, window additions, landscaping, fences and retaining walls,etc. • Minor Alteration $20 For minor changes to buildings and site improvements, such as, (single-family/duplex) reroofing, painting, window additions, landscaping, fences and retaining walls, etc. • Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board. • Separation Request No Fee For Office U e On �sc" J l &t- c Fee Paid: zoZf-_ .Check No, By:____I f/ Application Date, /�'3-0� DRB No.: Planner- _- ��__�___-__—____Project No.:___ _ T Ulu LNECEDPage 1 of 12/06/17/03 04DEV. SCHEDULE A Number: 03034663-C3 � `1. Effective date: December 16, 1003 at 7:45 A.M. 2. Policy or Policies to be issued: Amount of Insurance (a) A,L.T.A. Owner's (Extended) $ 1,600,000.00 Proposed Insured: WHITE ROCK PROPERTIES LLC (b) A,L.T.A. Loan (Standard) 1,566,001.07 Proposed Insured: REGIONS BANK, Its successora and/or assigns (c) Leasehold $ Proposed Insured: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is fee simple 4. Title to the fee simple estate or interest in said land is at the effective date hereof vested in: LVDXILLA B. MS and WILLIAM R. MUNS 5, The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION Purported Address: STATEMENT OF CHARGES 736 rarest Road East These charges are due and payable before a Vail, Co 81657 Policy can be issued, PREMIUM SHORT T$RM/CONSTRUCTION LN. OWNZRBt $9000.00 MORTGAGE: 879.00 TAX CERT: X0.00 form 110.1/otp 50.00 3 IQ(Ih 'fltl Ill iuu�i� io eivi � ni +nn� i awr October 19, 2004 736 Forest Road — East Unit (Secondary Unit) Vail, Colorado GRFA STUDY — Primary and Secondary Units Site Area 1.034 acre 45,041.04 Square Feet GRFA Ratio 10,000 x .46 4600 5,000 x .38 1900 15,000 x .13 1950 15,041 x .06 902 GRFA Allowed 9352 Sq. Ft. Primary Allowed (.6) 5611 Sq. Ft. Secondary Allowed (A) 3741 Sq. Ft. GRFA Used Upper Level Primary Unit Secondary Unit 1689 1169 Main Level Primary Unit Secondary Unit 1939 1616 Lower Level Primary Unit Secondary Unit lbs 922 1161 (1156 Sq. Ft. plus 5 Sq. Ft. from garage space) -`---- Total 4550 Sq, Ft. 3946 Sq. Ft. 33 to Basement Calculations 3122 Sq. Ft. area of lower level wall 1653 Sq. Ft. below grade 1653/3122 = .529 = 53% Secondary Unit .53 x 1161 Sq. Ft. = 615 SF of lower level considered basement GRFA Allowable — Secondary Unit 3741 Sq. Ft. Plus Basement Credit 615 Total 4356 Sq. Ft. Sq. Ft. Available for Use 4356 Sq. Ft. (3946) 410 Sq. Ft. Remaining Notes: (1) The GRFA calculations for each unit include '/2 of the party walls. (2) The garage level entry area and trash enclosure have been counted as GRFA. (3) Garage allowances of 600 Sq. Ft. for each unit are not included in these calculations. These calculations will not allow any gain in living area square footage. (4) Calculations need to be verified with the Town of Vail Community Development Department. TOWN OF Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com October 8, 2004 Bill Reslock 7233 F. Costilla Pl. Centennial, CO 80112 RE: White Rock—736 Forest Road/Lot 11,Block 1, Vail Village.6"'Filing Dear Bill, The Town of Vail Staff is currently reviewing the design review application for the proposed changes to approved plans for the White Rock residence located at 736 Forest Road. The following revisions must be made in regard to the GRFA calculations: • The GRFA calculations for each unit shall include `/2 of the party walls. • The garage level entry area and trash enclosure shall be counted as GRFA. • Red-lined elevation drawings must be submitted for the entire structure(both halves of the duplex, including garages) showing how the basement deduction percentage was calculated. If you have any questions or comments,please feel free to contact me directly at (970)479-2173. Sincerely, Bill Gibson, AICP Town of Vail K�ECYCLED PAPER Mn— . Reslock and Sullivan, L.L.C. Architectural&z Planning Services Willinn F Reslock,A I A Debbie A.Sullivan,A I C.P. licensed Architect Certified Planner Pbone(303)773-9578 Phone(303)713-0925 Fax(303)773.3694 Fax(303)773-8694 reslockarchitect@aoLcom reslocksullii•anCamcihispeed.net _ V Bill Gibson, AICP I� Town of Vail QCT Department of Community Development �p 75 South Frontage Road V' Vail, CO 81657 ` RE: 736 Forest Road Lot 11, Block 1, Vail Village 6t" Filing REVISED GRFA STUDY Bill, Enclosed are the revisions to the GRFA study for 736 Forest Road: 1. Red-lined elevation drawings illustrating how the basement deduction percentage was calculated 2. Sheet A-2, Garage Level Plan, illustrating the entry area and trash enclosure being included as GRFA. The GRFA for the remaining levels on both units has not changed from the previously submitted study. 3. Please note that the calculations for each unit does include % of the party walls. Please let me know if you have any questions or need additional information. Sincerely, Bill Reslock, Architect 7233 E.Costilla Place Centennial.CO 80112 TOWN OF VAIL, COLORADO Statement Statement Number: R040006792 Amount: $20.00 10/01/200410:10 AM Payment Method: Check Init: JS Notation: ##2821/RRESLOCK AND SULLIVAN ------------------------------------------------------------------------------- Permit No: DRB040519 Type: DRS-Chg to Appr Plans Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 ?2N_ CHECK � Date: Legal description: Lot I t ,Block tFiling U) Address 7724._ �rtsf E(,v (,Gyp;f Owncr Phone nrchitcct Phone ZOnc district Proposed use Lot size Buildable arca Allowed Fzistin� Pr---�P_C)�d Total }2cMAI nine Total GP_FA Primary GRFA + (42') (575*)_ + — Secondary GRFA + (425) (675*)= 37y� _t- — _:3�31 3S/ -----_ * 05 =425 credit plus 250 addition Docs this request involve a 250 Addition? How much of the allowed 250 Addition is used with this request? Sitc Covcraec + — Height � (30)(33) Setbacks Front 20' Sidcs Rear I�' LandMilling Vfirimum Retaining Wall Heights 3'/6' Parking Required Enclosed Garage Crcdit (300) (000) (900) (I200) Driveway Pczmit#cd Slope % Proposed Slcpn-0/ Complies with TOV Lighting Or(in;incc Yes No Arc finished grades less than 2:1 ;50�a) '0S Grp En�zranmental/�lazards 1) Percent Slope (<>30%) 2)Floodplain ` 3) Wetlands 4)Water Course Setback(30) (50) 5) Geologic Hazards a) SnowAvalanclic b) Rocl-fall i C) Debris Flow Previous conditions of approval (dhccl,property file); is 1110 property non-conforming? &scribe: F i i DESIGIN RE V mw CIIECKL,IST Pro j cc t: ❑ SURVEY I Sc�alc ❑ LOOP,PL�tI�'s Benchmark _ Scalc r Lcgal descripdon GRFA Lot Size 250 additional GRI=A Buildable Arca CmwM[tic Spacc Easements EHU Topography ❑ BUILDING) ELEVATIONS 100}T. flood plain Scale Nater Coursc setback .:olorNatcrials Environmental Hazards Roof Pitch Trees ❑ LAINTDSCAPE PLAN Utility locations Existing trceS Spot elevations Froposed trees h ❑ SITE PLAN I cgcnd Scale NIISCELLANI.;O`JS Buildil�g Height Condo Approval Encroachmcnts T'.Uc report(A&:B) Setbacks U.`ility verification form Sitc Covcragc Pilot05 Of Site. Eavcs/Ovcrhan , 4' Building material samples Decks/Balconies C.D. Verification Garage connectiacn Su:ilShadc Angles Sitc GradclSlopc Ut lilies (underground) Retaining Walls Via:w Corridors FCllccs Va_ianccs Parking/Gamgc ala;restrictions Tarring Radius Driveway(access and grade) Snow Storage Fire Acccss a Design Review Board ACTION FORM Department of Community Development TOWN OF VA 7575 South Frontage Road,Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: White Rock Properties DRB Number: DRB040007 Project Description: ADDITION (includes 250 and Interior Conversion) Participants: OWNER CONTIGUGI_IA, S.R.. - KLEIN, 01/12/2004 Phone: - MISHELL, BARBAR D. 4545 EAST NINTH AVE SUITE 350 DENVER CO 80220 License: APPLICANT WILLIAM RESLOCK 01/12/2004 Phone: 7233 E COSTILLA PL CENTINNIAL, CO 80112 License: Project Address: 736 FOREST RD VAIL Location: Unit B Legal Description: Lot: 11 Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 210107211017 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 04/01/2004 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: CON0006343 The applicant shall revise the site plan with the building permit application such that the bench between the boulder retaining walls is a minimum of 4 feet in width. Cond: CON0006344 The applicant shall submit stamped approved drawings from a licensed PE for the boulder retaining walls over 4 feet in height with the building permit application. Cond: CON0006345 The applicant shall submit a construction staging plan with the building permit application. Repairs to water and sewer lines in the spring/summer of 2004 may make construction access difficult. Planner: Bill Gibson DRB Fee Paid: $300.00 TOWN4VAIL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www ci.vail.co.us March 9, 2004 Bill Reslock 7233 E. Costilla Pl. Centennial, CO 80112 RE: White Rock—736 Forest Road/Lot 11, Block 1, Vail Village 6"'Filing Dear Bill, The Town of Vail Staff is currently reviewing the design review application for the proposed addition to the White Rock residence located at 736 Forest Road. The following information must be submitted to complete the application submittal requirements and to better clarify the details of the proposal: Site Plan • Show rear setback line. 0 N 51—� • Show all proposed roof ridge lines with proposed ridge elevations. Indicate existing and Ott proposed grades shown underneath all roof lines. This will be used to calculate building height. — Show proposed driveways spot elevations at the property line, garage slab and as necessary along the centerline of the driveway to accurately reflect grade. • Show location of all required parking spaces. Floor Plans • Provide dimensions of all roof eaves and overhangs. Architectural Elevations • Show both existing and finished grades. �' F-L.�Jr�'+ �'j • Show all proposed exterior lighting fixtures on the building. Calculations • Provide existing and proposed site coverage calculations. 4 f j 5 i-re. e�AA Please submit revised plans addressing these items by no later than Wednesday March 17, 2004. If you have any questions or comments, please feel free to contact me directly at (970)479-2173. Sincerely, Bill Gibson, AICP Town of Vail � •RECYCLED PAPER Survey/Site Plan Review Checklist Department of Community Development 75 South Frontage Road,Vail,Colorado 81657 TOWINOF MIL tel: 970.479.2139 fax: 970.479.2452 web: www,ci.vail.co.us *This checklist must be submitted prior to Public Works review of a proposed development. Owners/Project Name: L Pi5il�ERI� 5 LLC Project Address:a ul�qws-T"R0AD-______--- Applicant: U�1140'rv-%Rt,!A Phone Number:6�3)773-1579 Submittal 4 Stamped survey of property • Landscape plan i Civil/Site plans • Title Report (Section B) Survey Requirements: • Surveyor's wet stamp and signature o Environmental Hazards (ie. rockfall, debris s Date of survey flow, avalanche, wetlands, floodplain, soils) r North arrow e Watercourse setbacks (if applicable) s Proper scale (1"-10' or 1"=20') Trees ! Legal description Labeled easements (i.e. drainage, utility, v Basis of bearings / Benchmark pedestrian, etc...) 9 Spot Elevations e Topography d Labeled right of way and property lines; s Utility locations including bearings, distances and curve q Adjacent roadways labeled and edge of information. asphalt for both sides of the roadway shown o Lot Size for a minimum of 250' in either direction ! Buildable Area (excludes red hazard from property. avalanche, slopes greater than 40%, and floodplain) Site Plan Requirements: I. Access(check all) Driveway type and finished surface are shown on the site plan. s Unheated a Heated (portion in ROW in a separate zone) Snow storage areas are shown on the site plan within property boundaries (30% of driveway area if unheated; 10% of driveway area if heated) o All driveway grades, dimensions, radii are clearly noted on the site plan and conform to Development Standards, p. 11. Steepest Section Driveway Grade (not the average grade):L. 5_x/0 ! Parking spaces and turning radii are noted on site plan and conform to Development Standards, pp.12&14 11. Construction Site (check all) o Location of all utilities and meter pits are shown on the site plan. e Limits of disturbance construction fencing is shown on the site plan. s I am aware that approved Staging and Construction Traffic Control Plans, as per the Manual of Uniform Traffic Control Devices, will be necessary prior to construction. a 1 am aware that a Revocable Right of Way Permit will be required prior to construction. III. Drainage (check all that apply) o The required Valley Pan is shown on the site plan as per Development Standards, p. 12. s (Note: Valley pan must not be heated) o 4 Foot Concrete Pan e 8 Foot Concrete Pan Page 11 of 12/06/17103 e Positive and adequate drainage is maintained at all times within the proposed site. a Culverts have been provided and are labeled and dimensioned on the site plan. a A Hydraulic report has been provided. (As requested by Town Engineer) IV. Erosion Control (Check all that apply) s Disturbance area is greater than one half acre. e A separate Erosion Control Plan has been professionally engineered and PE stamped. e Less than one half acre has been disturbed, and proper erosion control devices are shown on the site plan. V. Floodplain (check all that apply) a The project lies within or adjacent to a 100 year Floodplain. a 100 year Floodplain is shown on the site plan. a A Floodplain study has been provided. (Required if floodplain is within construction limits or as requested by Town Engineer) e The project does not lie within or adjacent to a 100 year Floodplain VL Geological/Environmental Hazards (check all that apply) e The project lies within a Geologic/Environmental Hazard area. (See Development Standards, p. 20) s A Hazard Report has been provided e The project does not lie within a Geologic/Environmental Hazard area. VII. Grading (check all that apply) e Existing and proposed grades/contours are provided on the site plan. e All disturbed areas have been returned to a 2:1 grade. e All disturbed areas not returned to 2:1 grade have been Professionally Engineered with slope protection and/or stable soils. PE stamped details are provided within plans. e Only existing contours are shown on the site plan, there is no proposed grading. VIII. Parking (check all) a All residential and commercial parking spaces conform to the Development Standards, pp. 12&15. IX. Retaining Walls (check all that apply) e All retaining walls conform to the standards in the Development Standards, p. 19. a All retaining walls and combination walls over 4 feet have been Professionally Engineered and a PE stamped detail has been provided within the plans. t3 All retaining walls are shown on the site plan, with labeled top and bottom of wall elevations and type of wall construction. a No retaining walls are required for this project. X. Sight Distance(check all that apply) e Proper sight distance has been attained and shown on site plan as per Development Standards, p.12. e Proper sight distance has not been attained. Explanation why:---------- Additional Comments Please provide any additional comments that pertain to Public Works Review. --------------------- —------------- ---- —------- -- ------ ----- Applicants Signature ------ 06/17/03 COMMUNITY DEVELOPMENT ROUTING FORM Routed To: Public Works Project Name: Whiterock (Forest Rd.) Date Routed: 03/17/04 Routed By: Bill Gibson Project#: PRJ04-0007 Date Due: 03/22/04 Activit #: DRB04-0007 Description of work:I REVIS}ONS Address: 736 Forest Road Legal: Lot: 1 11 Block: 11 Subdivision: Vail Village 6 Filing Status: ❑ Approved ® Approved with conditions ❑ Denied Comments: Date Reviewed: 3-25-04 ❑ Fire Department Issues. Need additional review by Fire De artment. Provide a stamped approved drawing from a license PE for the boulder retaining walls between 4-6 ft in height when submitting for building permit. Bench between boulder retaining wall must be a minimum of 4 ft in width. Show on site plan. Staging plan required when submitted for buliding permit, contractor should be aware that the main waterline and sewer line could be replaced in the spring/summer of 2004 and access will be difficult Isandovai ASPIleatlon for Design Regow 0Deparmont r)f Community Doveopmeni TOWNOOFVA 75 SouthFru►!aae Rei. vii, o�loreao 01657 1& 970.474,2139 fax: 970.479.2452 web: www.oi.veil,cn,ua General Informatlon: At projects rKuHtV daaign review must raoeive approval prior to submitting a tuilding permit appilcaGon. Please refer to the sut)rntttal requirements for tw psrticuiar approval that is reqL:e5ted. Ar tappllamtlCn for OmlEn Revlaw cannot Ins awaptad umtll ail required Informaelon is rec&od by lira Community Ds"rolopftvM Derma tment. The pmjocl may also nc-ed to be raviewod by the Town Caur)cll andfor the Planning and Envlconmontal Cormrnissinn. Deaton review 4pproval I-pses unless a bullding permlt Is Isaued and constmetlon cor"enances wlthl n one year of the Approval. D"cription of the RegUost: Ad lfi_ las_neA cfxnndf� Ar] -ra- mance., Location of thv Proposal: Lot: gIock: ! subd1vlt:lonN �Lj3 Phyelcol Addreaa: Portal No.: �Z 101 O`121101'7-- (Contact Eagle Cm Asmsaar of 970-$28-8640 for parcel no.) Zorfing: _.F..C+mar ellan arur..._T— Nerns(s) Of 0W11er(e): LL Mall)ng Address: r ZZZ4r ' al-'71 hone: / 0 e awnar(s) Name of Applicant: _ ��,�It roSMON Address: PL _ Phone;(3�.� 7 _,_-- E-mall Address: (�� u���VOki-ac iSr,���.Faz: Type of Rvviaw and f+=ev: Siong $50 RUG 5t,00 per aqusr,e 4acrt of '01181 sign arse, n Contapival Ravlew No Foe Now Construction $ao For oonstruetlon of a new building or deme/rebuild, I ttl b4 • ) Addt',on $340 For gn addition whore avuere fooiage Is added to any resideriai or U commercial bulldlrg (+ncludo&250 eddltlans&Inledor �nveis4ons). • hlinpr A►tor3ti�n Wo For mir.orchangec to buildings end Oft Improverrerrt>3, such as, (mu ti-family/commurclal) ;`eroafinq. panting, window add tions, land"pinq, fepOes ane retaining wails,etc. • Minor Alteration S"20 For rninor cflrsngeg to buildings and site irr!pra+omente, such as, (9ingla-iamlly/duplex) rcxoofing, pair&g, window add,tiorm, landscaping. fenceS and retdlrnng walls, etc, Cria-gas to Approved Plans 320 Fvr rovisicns t:, pWrie slraaO approved ay Planning Staf cr d lg Ra+Aew Board. 90�araflon Reouaet No Foe - Pea:�ld: p*'N AppPcaltis� ie: _ fal�r+ner. --- PruJe4t iso.: �M1 r Pegs 1 of 12106/17103 03/10/2004 13:11 3037890 CARYN DEEVY . PAGE 01 JOINT PROPERTY OWNER WRITTEN APPROVAL.LETTER ToWN OF OVAIL 1, (print name)— Q+��— � � ---- a joint owner of properly located at (address/legal description) _ t'2_ E-�Y_ -------- ��c_ ------ - -- provide this lettel as written approval of the.plans dated __ . -- - ----- which have leen submitted to the rown of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: nnL__ 1 1016 5_ __ o_-__- 136 ��� � 1�_--�Orr 6 ------- --- ----------------------------- -------------------------- --------- ----------- ------- I further unders and that minor modifications may be made to the plans over the course of the review process to ensure compliaf ce with the Town's applicable codes and regulations. I O (Signal (Date) A r i I i Page 2 of 12/01/17/03 i 01/09/2004 15:42 303765140 PAGE 01 0Am. 08 2004 10: SGRM bliam Reslock Rrohiteet 3U3 • b694 p. 2 JOINT PROPER'T'Y OWNER WRIYTEN APPROVAL 1E7TER TOWN110 I. (print n®me)-_ a joint owner of property located at toddmosAeoi %)IL A `II►!4 �I I-LA 4f �+ ► �L4N� 113(. 'rortorr � provide the latter eg written approval of the plans dated_J„a_ 2 - 3 J _lt__which have been euhmlttad to trio Town of Vail Community Development Department for the proposed improvemenle to be comoteted at trio address noted above. ) understand thalt ihe proposed improvements include; I Iurtner under$ rd that m cr modifications maybe made 10 1118pian$ovu the course of the review Process to ensure:o 'Ofrl ,cam trio oven's aoplicable codes and reguledons. onetu�el t°et � r. PUG*2 of 1^''k1 r r K:. Hit- AN = s t I u��r �j dw t y I��j iT So L)Ttl r l!ll �p so ir. OIL At. pool jr k _� Z H37T•40 H39-601 Heat Light Heat Light 0.D.:8`x 7+i; H O.D.: 15,.I N 8'�"W x 7"," H Lamp:2-50W Infra Red Lamp:250W Infra Hed Trim Finish:Al Trim Finish:AI Std.Pkg.Qty.:6 Std.Pkg.City.: Std.Pkg.Wt.:22 � '" Std.Pkg.Wt.: H-2900T H-29201CT Thru-Wall Light Step Light wc� , Lamp: 1(Ym A I Lamp:,' 'vtit Trim Finish: P Std.Pkg.Qty.: I Std.Pkg.qty.: 1 Std.Pkg.Wt.:2 Std.Pkg.Wt.: 7 a H-29221CT H-2932T Step Light Closet Light/Shallow Lamp:25W A19 Rectangle Trim Finish:F Lamp:601%,A 19 Std.Pkg.Qty.: 1 '' Std.Pkg.qty.:6 Std.Pkg.Wt.:T Std.Pkg.Wt.: H-2933 Closet Light/Albalite Lens Closet Light love 111 lamr, I gEiipperl'rnlh r'ull Lamp:f-i ^; Trim Finish:4' w � Sta.Pkg.Qty.: i � for �IirFrt �nl��nl ;✓Ih i�i,.ildhun. Std.Pkg.Wt.:2H 0.D.:5 Lamp:aU,.1' A1-1 Trim Finish:P Housing: 1',4"'1.x Std.Pkg.Qty.: I Std.Pkg.Wt.:4 Trim Finishes:AL Salm Alrrn,num.P While R39 H-71CT ICT Housing esigill for instaila11un Mien kriai;kcnils with p to read kali • the fixture will by�n diFc:ct ur,rUrai gi7p i contact with ceFhnd in:3nlalion. Installation: 71^ 6 ]fel ?II n� rf�irr,r �alr f, ?;Sllipninr: t!nnq I vides,pG �tivu i �l � prnlecu r i 1i_IUIi � y, 1 r + ar h i i 1 , i�% u ni Electrical: lectriCal rCrctaui ur,kot a;wn i 24"i `aar�:il lu�dY. foirl I I Li stings: 'd or 1 l urs ll!ed lhr�;,ir�h�i rG�rnI(_with ukel plated 5cruw Shell nn dolI51n a riaic 3ockel p4alc thal n sur;' he positiunr 'at an,,,N�,r ,lu ilai J�r',P �4 ;� r1 iin.i:r G 6Vc" �erlr.ctl n)n1ritained IrJrn o) l le�nr lh of lull 0x r,nd"n h,inc ur Sta���,rci r�r F _C hl :'4 I Y PI 1 � 1" E J'� a tion-Jwie11011 s Iislcd'nr ."gar; -3al hang<?r:,call Ise: rtlj.'osl throrigh branch circuit winnq, Six lionad 9U" to fit any installaEion Reflectors 404C Clear 426 Clear 404G Gold 4260 Gold Specular Reflector r 426MB Black 0.Ill l , \ Specular Reflector Cone �< Lamp GOW 419 O D Std.Pkg.City.:6 Lamp. -�f- Std.Pkg.Wll•1 Trim Finish:r' Std.Pkg.Qty.: Std.Pill Wt.:,i Coile:Baffle 310 Open and Louvered 300 Coill Baffle Open O.D.-7 0.17.: : Lamp:75A R30 Lamp:i';Vv 1;30 Trim Finish: P Trim Finish:'', f' Std.Pkg.Qty.:G , "P Std.Pkg.Qty.-6 Std.Pkg.Wt.:-i Std.Pkg.Will Lens and Diffusers 170 171 Albalite Drop Opal Plastic O.D.: - Lamp:40W A1Si % Lail:„ Trim Finish.N Trim Finish Std.Pkg.Qty.:r, Std.Pkg.l6 Std,Pkg.Wt.:8 Std.Pkg.Wt.: 170PS 171PS Albalite Shower Lite Trim Drop Opal Plastic Shower O.D.;8" Lite Trim Lamp:4UW A1° lO.D.:sC Trim Finish:I.' Lamp:4rNV A 19 Std.Pkg.Qty.:L Trim Finish:I' Std.Pkg.Wt.:8 Std.Pkg.Qty.:u Std.pill Wt.:." 173 Adjustables 77 Fresnel Eyeball O.D.:8" Lamp:4UW A Lamp: o `Av I Trim Finish:i' Trim Finish: ' Std.Pkg.Qty.: 6 Std.Pkg.Qty.:6 Std.Pkg.Wt.:8 jv Std.Pkg.Wt..1� R6 Trim Finishes:s Anodizod;noir.Br,a�>s,r'S,:uu:tihia K-9708 OZ K-9707 • OB lgt3� • • • • a i n, "i'k�' M1y f gyri ��$�: 0 • 1.0. 0 :i • • • a t � • P <y {�a �- 't':� t1�ts't�1��ra ':• e e •• • • C • 1 1 — K-9707 ET :1 • • • . K-9708 ET ' F s_ r f }4 5� K-9707 OZ K-9708 OB .+y00, t"t'��rr--�,���✓� �{f f a dw r t y4 y i �qf fi�r't. f SCHEDULE A L � s to Order Number: 03034661-C3 1. Effective dace: December 16, 3003 at 7.95 A,M, 2. )Policy or Policies to be issued: Amount of Insurance r (a) A.L.T.A. Owner's (Extended) $ 1,600,000.00 Proposed Insured: WHITE RACE PROPgRTIEB LLC (b) A,L,T.A, Loan (Standard) $ 1,566,402.07 Proposed Insured: REGIONS BANK, Its successors and/or assigza (C) Leasehold Proposed Insured: 3, The estate or interest in the land described or referred to in this Commitment and covered herein is fes simple 4. Title to the fee simple estate or interest in said land is at the effective date hereof vested in: L=KILLA B. MUNE and WILLIAM R. mms S, The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION Purported Address: STATEMENT OF CHARGBS 736 70rest Road East These charges are due and payable before a Vail, CO 81657 Policy can be Issued. PREMIUM SHORT TERM/CONSTRUCTION LN. OWNERSi $1000.00 MORTGAGE: 879.00 TAX CERTr 30.00 form 120.1/otp 50.00 I lotib nhi 1711 ] IUWAili (I www (-f)1 4007 •r �ru� • SCHEDULE A Order Number: 03034662-C3 LEGAL DESCRIPTION PARCEL B: A Part of Lot 11, Block 1, VAIL VILLAGE SIXTH FILING more PDXticularly described as follows: Commencing at the Northeast Corner of said Lot 11 thence South 71039'04'+ West 58.14 feet; thence Routh 02026`49" west 24.0 feet To The True Point Of Beginning; thence South 97443112" East 6.g feet; thence North 02616'49" East 14.5 feet; thence South 87043112" East 36.3 feet; thence South 02116148" west 55.5 feet; thence North 87043'11" West 43.1 feet; thence Horth 02016'49" East 41.0 feet To The Point Of Beginning, County of Eagle, State of Colorado TOGETHER WITH An Undivided 1/2 .Interest In and To All of Lot 11, Block 1, VAIL V14LAGE SIXTH FILING, according to the recorded plat thereof, County Of Eagle, State of Colorado, EXCEPT Parcel B described above and Parcel A described below: PARCEL A; A Part of Lot 11, Block 1, VAIL VILLAGE, SIXTR FILING, more Particularly described as follows: Commencing at the Northeast Corner of said Lot 11; thence South 71039.04-' west 58.14 feet To The True Point Of Beginning; thence North 87643'1$" West 7.9 feet; thence North 02016'44" East 8.7 feet; thence North 870431121F went 16.7 feet,- thence eet;thence South 02'16149" West 34.2 feet; thence North 87043,121, West 4.9 feet; thence South 02°16'48{' West 12.5 feet; thence North 87043'12" West 3 .5 feet; thence South 03.16'49" West 23 .6 feet; thence South 87"43112" East 22.6 feet; thence North 020161461, East 9.9 feet; thence South 97943112" East 20.4 feet; thence North 02016'48" East 51.7 feet To The Point 0£ Beginning. COUNTY OF EAGLE STATE OF COLORADO. C3 DONE 12/31/03 BY LGW TO CHANGE LOAN AMT/PREMIVN C2 DONE 12/19/03 BY 14LL TO ADD LLNDBR THIS COMMITMENT WAS PREPARzD ON OCTOBER 8 2003. FOR QUESTIONS REGARDING THIS COMMITMENT PLEASE CALL LINnA WILLIAMS, THE TITLE OPPICER, AT 970/926-0230. FOR QUESTIONB REGARDING THE CLOSXNG, PLEASE CALL Continued on next page 7 ',l T? 'nAl SII I I niWil IIr, wuI ( ,n1 4.AA7 '1 -Mun Ccntinuatien 09 Schedule A - Legal Description Order Number: 03034663-C3 FJUW YOUNG, THE ESCROW OFFICER, AT 970/479-601p This Commitment is sent to; WILLIAM & LUDMILLA NUNS TORI RYSTROX JACKIE NORTHROP PHILLIF NETT, REGIONS BANK , C a /Qn+ nhi rri iuuuI +n 4.11n7 n SCHEDULE B Section 1 Order Number: 03034662-C3 REQUIREMENTS The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (b) Proper instruments) creating the estate or interest to be insured must be executed and duly filed for record, to wit: 1. Evidence satisfactory to Stewart Title Guaranty Company of payment of all outstanding taxes and assessments as certified by the Eagle County Treasurer. a. Execution of affidavit as to Debts and Liens and its return to Stewart Title Guaranty Company. 3 • The Company requires for its review a satisfactory affidavit executed by the owner of the land Stating that there have been no improvements on the land (including fences or other structures) since the date of the prior survey. If the survey teveals any encroachments, overlaps, boundary line disputes, or other adverse matters, they may appear as exceptions in the policy. WHILE NOT REQUIRED, PLEASE SUBMIT A COPY OB 0URVEy/ILC TO US, SHOULD IT BE AVAILABLE. 4. Evidence satisfactory to Stewart Title Guaranty Company that the real estate transfer tax assessed by the Town of Vail has been paid or that the transaction is exempt from said tax. 5. Release by the Public Trustee of Eagle County of the Deed of Trust from Jeffrey L. Mishell and Melvin H. Klein and S. Robert Contiguglia for the use of Colorado National Bank to seCure $468,141.98, dated August 9, 1991, recorded September 9, 1991 in Hook 561 at Page 272 as Reception No. 457855. NOTE: WE ARE REQUESTING PROM THE PRLVIOUS TITLE CO. EITHER A RELEASE OR INDEMNIFICATION AGREEMENT OVER THE ABOVE DERD OF TRUST, FOR WHICH A RELEASE DO$8 NOT APPRAR OF RECORD. 6. Release by the Public Trustee of Eagle County of the Deed of Trust from Ludmilla B. Muns and Pulliam R. Muna for the use of Barbara D. Miahell, S. Robert Contiguglia and kelvin H. Klein to secure 6350,000.00, dated December 30, 2002, recorded January 3, 2003 as Reception No, 819079. 7. REz WHITE ROCK PROPERTIES LLC: The Company requires for its review satisfactory copy of the "Articles of Organization, " the Operating Agreement and the regulations of the limited liability company, any amendment thereof, a Certificate of good standing, and sat189actory evidence of authority of the officers, managers, Or members to execute the documents. 8, Statement of Authority for White Rock properties LLc. Continued on next page -1- �� � ti ivuu-11n uin7r ,n, inn7 -I ,,,,� Continuation of Schedule e - Section 1 Order Humbert 03034 M-C3 9. Deed from Audmilla e. Kuns and William R. Muns, vesting fee simple title in White Rock Properties, LLC. NOTE: NOTATION Or THE LEGAL ADDRESS Or THE CPANTRE MUST APPEAR ON THE DEED AS PER 1976 MENDMENT TO STATUTE ON RECORDINo OF DEEDS CRS 38-35-109 (S) , 10. Deed of Trust from the Borrower to the Public Trustee for the use of the proposed lender to secure the loan. -2- '4 IQf b mi I'I � ri IN1WAA-11C' uiu7! •ni 1-1)n7 1 „ ,� SCHEDULE B Section 2 Order Number: 03034663-C3 EXCEPTIONS The policy or policies to be issued will contain exceptions to the following p unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in poseession, not shown by the public records. 2 Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records, 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. S. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof, but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this commitment. 6. Unpatented mining claims; reservations or exceptions in patents, or an act authorizing the issuance thereof; water rights, claims or tine to water. 7, Any and all unpaid taxes and assessments and unredeemed tax sales, 8. The effect of inclusions in any general or specific water oonservancy, fire Protection, soil conservation or other district or inclusion in any water service or street improvement area. 9. Reservations or exceptions in Patents, or in Acts authorizing the issuance thereof, including the reservation of a right of way for ditches or canals constructed by the authority of the Unitel States, as reserved in Vnited States Patent recorded September 4, 1923 in Book 93 at Page 98. 10. All matters as shorn on the recorded plat of Vail VillagO Sixth Filing recorded as Reception No, 99380. 11, Protective Covenants of Vail Village, Sixth piling recorded in Book 183 at Page 1 as Reception No. 99409, and Amendment recorded July 14, 1964 in Book 183 at Page 141 as Reception No. 99640 12. Townhouse Declaration for Lot 11, clock 11 Vail Village Birth ailing recorded March 19, 1980 in Eook 300 at Page 311 as Reception No, 196700. 13 . Town of Vail Application for Revocable Permit to Erect or Xaintain Improvements On a Public Right Of Way recorded August 23, 1000 as Reception No, 737453. 14. Pending disbursement of the full proceeds of the loan secured by the Mortgage Beet forth under Schedule A hereof, this Policy insures only to the extent of the amount actually disbursed, but increases as each disbursement is made in good faith and witk,out knowledge of any defects in, or objections to, the title up to the face amount of the policy. THIS EXCEPTION APPLIES TO THI MORTGAGE POLICY omLY, Continued on next page -)Ii r i Iuuulln u1u7r A Ln n7 COntinuatiOn of Schedule B - Section 3 Order Number: 03034663-C3 NOTEo EXCEPTIONS 1 AND A ABOVE WILL BE D$LETED ON THE FINAL OWNERS POLICY, PROVIDED BOTH SELLER(S) AND PURCHASER(6) EXECUTE THE RERRIN REQUIRED AFFIDAVITS AND SAID AFFIDAVITS ARE APPROVED BY THE COMPANY, EXCEPTIONS 1 ANP 3 WILD BE DELETED ON THE PTNAL OWNERS POLICY PROVIDED THAT THE PRESENT OWNERS EXECUTE THE SURVEY AFFIDAVIT, EXCEPTION 5 xrLL NOT APPEAR ON THE OWNERS POLICY, AND GAP PROTECTION WILL BE GRANTED PROVIDED THAT STEWART TITLE OF EAGLE COUNTY PERFORMS CLOSING DISBURSEMENTS AND RECORDING OF ALL DOCUMENTS. SEE "DYSCLOSUAES" INCLUDED HEREWITR. TOWN OF VAIL, COLORADOCopy Reprinted on 01-12-2004 at 11:52:53 01/12/2004 Statement Statement Number: R040005343 Amount: $300.00 01/12/200411:52 AM Payment Method: Check Init: DM Notation: #2684 ----------------------------------------------------------------------------- Permit No: DRE040007 Type: DRB - Addition of GRFA Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $300.00 This Payment: $300.00 Total ALL Pmts: $300.00 Balance: $0. 00 ACCOUNT ITEM LIST: Account Code Description Current Pmts DR 0010000311?200 DESIGN REVIEW FEES 300.00 ----------------------------------------------------------------------------- Reslock and Sullivan,L.L.C. Architectural&Planning Services William F.Reslock,A.I.A. Debbie A.Sullivan,A I CP Licensed Aichitect Certified Planner Phone(303)773-9578 Phone(303)7I3 0925 Fax(303)713 8694 Fax(30 3)773 869.1 reslockarchitecOOaol com reslocksuIh,-an6Omcihispeed net February 4, 2004 Lot 1, Block 11 W6th Filing 736 Forest Road GRFA STUDY 1.034 Acres = 45041.0 SF 15000 x .25 = 3750 15000 X .1 = 1500 15041 x .05 = 752 6002 SF Side A .6 x 6002 = 3601.2 SF Side B .4 x 6002 = 2400.8 SF Side A GRFA Available 3601.2 SF Credit 425 Total 4026.2 SF GRFA Used 3891 SF SF Recovered from Crawl Space _ p OccU:OU4 IM's• ^✓• GRFA Remaining 135 SF 250 SF Addition Remaining Total Remaining 385 SF Side B GRFA Available 2400.8 SF Credit 425 250 SF Addition 250 Total 3075.8 SF Proposed SF 3068 SF SF Recovered from Crawl Space 448 SF GRFA Remaining 7.8 SF Garage SF 595 SF 7233 E.Costilla Place Centennial,CO 80112 PROPOSED MATERIALS Building Materials Type of Material Color Roof C r !SkoAc- J►'ia+_ch NakuroA Siding ar CrnoclrckA 6 1,00s mGrq_ Other Wall Materials Moss RmV, (match exiSSnj) Vo•rte5 Fascia C&do,(- Cma+CJA eyjs-�Ii)O) Wa'rm Groat Soffits Windows J Clad l�c�od Cm�,�+�� Torn -- Window Trim 2x (. Cedour �r►na+c�►,rx�"sine Tan Doors Aljr-r CnnohAi exis+iq N&-6raA Door Trim z X(j Cep C►no&-ah e iis6 OarM C.-W- Hand or Deck Rails Cedar Crnafc.4��xis�ina� �r'rvt G� Flues Po��n�-e.d Me�'a�l tw�a�C�►Cxi5�a5� l�rrm CxaR.t Flashing Chimneys / r�1 oD Dev Lma4C�% e% ►"a-,bjraj Trash Enclosures I I p Noss ItiOGK Cmakch cxis�m� Va.+r►es Greenhouses N � Retaining Walls 5-�c�ne.Ve.ne�r � �o.�IdP�rs _Varies Exterior Lighting Other Notes: 4cotvr numbers wk11 be.4er,f,cd"6ma- 4% Please specify the manufacturer's name, the color name and number and attach a color chip. Page 6 of 12106117103 1 PROPOSED LANDSCAPING Botanical Name Common Name Quantity Size PROPOSED TREES Aspen 2-3"CaIer AND SHRUBS !Sume o r �J 10 1 MI% tome- oatc EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: Deciduous Trees—2"Caliper Coniferous Trees—6' in height Shrubs—5 Gal. Type Square Footage GROUND COVER SOD Nanta SEED N t �aw�,vb 00 S IRRIGATION RD up SDWt4,� 5 TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) G 0'nnr&e-Le ID Page 7 of 12/06117103 Min CHH�Er,K Da tc:,1l Legal description: Lot ►f ,Black__ / Filing Address "736 Fp ref's JU VK-Lj II bumcr L.J�.�r�i Qn�lr p LLC Phone Architect Phone Zone district s Proposed use Lot size Buildable arca Allowed Exi—sting 3?s° ---� �Zsos� Proposed Total Remainine + z� - Total GRF.k + SSW (,g S'Z + *ZS° (plus Primary GRFA f4tr ;ti..f• csno•) A = yo b 3$91 -+- D -- - 3 s 25o ?� Secondary GRF 660 a = 3bb$ g a f Z50 us S Docs this request involve a 250 Addition? s How much of the allowed 250 Addition is used with this request? Z 1/7— Site 2Site Co,'cratc2C 6 � �2�i z •+- 370—_ — — � Height ¢ (30)(33) Setbacks Front 20' s Sides .15' a Rear 15' ------_._. Landscaping Mir,imam 2-7 oZS 1 Retaining Wall Heights T/6' Parkin; Required ra e Enclosed Garage Credit (300) (600) (900) 120 Driveway peffttiRed Slope Complies with TOV fighting Onaancc Yes No Are finished grades less than 2:1'`50%) 1`cs ✓ �'o EmironmentaVHazards1) Pcrccnt Slapc (< 3QI/ k 2)Floodplain 3)Wetlands /A 4)Water Course Setback(30) (50) IJAO 5) Geologic Hazards a) Snow Avalanchc b) RocUaII c) Debris Flow Pruvious conditions of approval (check property file)• A)/A Is the property non-conforming? bescribe: r { 4 r Design Review Board ACTION FORM TO rj Department of Community Development TO��J�!` T OF VAIL 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: WHITEROCK SIGN DRB Number: DRB040231 Project Description: Temporary site-development sign: gold and white lettering on green background with only address and permit number posted. Participants: OWNER CONTIGUGLIA, S.R.. - KLEIN, 06/04/2004 Phone: - MISHELL, BARBAR D. 4545 EAST NINTH AVE SUITE 350 DENVER CO 80220 License: APPLICANT CONTIGUGLIA, S.R.. - KLEIN, 06/04/2004 Phone: - MISHELL, BARBAR D. 4545 EAST NINTH AVE SUITE 350 DENVER CO 80220 License: Project Address: 736 FOREST RD VAIL Location: 736 FOREST RD Legal Description: Lot: 11 Block: 1 Subdivision: VAIL VILLAGE FILING 6 Parcel Number: 210107211017 Comments: see conditions BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 07/14/2004 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006558 sign to be removed prior to issuance of TCO Cond: CON0006559 sign to include only applicable permit numbers and project address Planner: Elisabeth Eckel DRB Fee Paid: $60.00 Application for Design Review RECEIVED ECEIVED Department of Community Development Igo �� ��VI 75 South Frontage Road,Vail, Colorado 81657 0 4 2004 Ta1 tel: 970.479.2139 fax: 970.479.2452 web:www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: v 'PO f" Location of the Proposal: Lot: Block: Subdivision: Physical Address: ?✓� ged Parcel No.: (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: 1 Name(s)of Owner(s): �✓�+�'r�o� � ��' r� P L G 4C Mail�i qg Address: efo0 W r.>���o� G,.ft cK A 7220 3 P /Y�L6opa7v' Owner(s)Signature(s): Name of Applicant: o Mailing Address: ` !q � �+✓ r r A/r� A Phone: E-mail Address: O /o Q •Gty Fax: /S/ X9'3-.�3 Y ;9d of Review and Fee: Signs $50 Plus$1.00 per square foot of total sign area. ❑ Conceptual Review No Fee ❑ New Construction $650 For construction of a new building or demo/rebuild. ❑ Addition $300 For an addition where square footage is added to any residential or commercial building(includes 250 additions&interior conversions). ❑ Minor Alteration $250 For minor changes to buildings and site improvements,such as, (multi-family/commercial) reroofing, painting, window additions, landscaping, fences and retaining walls,etc. ❑ Minor Alteration $20 For minor changes to buildings and site improvements, such as, (single-family/duplex) reroofing, painting, window additions, landscaping, fences and retaining walls,etc. ❑ Changes to Approved Plans $20 For revisions to plans already approved by Planning Staff or the Design Review Board. ❑ Separation Request No Fee For Office Yse Only: A00 B Ijk4�yc Fee Paid: � Check o.: Y k, poir_ £t n Date: - DRB No.:. Planner: Project No.: MINA!Uf nrte- VAIL SIGN APPLICATION SUBMITTAL REQUIREMENTS General Information This application is for any sign that is located within the Town of Vail. Specific requirements are available from the Department of Community Development. I. SUBMITTAL REQUIREMENTS ,� �J ,L A. Name of V4-(f /: (�h 17C G/t /" 0 0/i I L L B. Building name and physical address_ C. Written approval from condominium association, landlord, and joint owner, if applicable.�/M( D. Type of sign (check all that apply): ElFreestanding Sign ❑ Building Identification QWall Sign ❑ Mural OHanging / Projecting Sign ❑ Window Sign QDisplay Box ❑ Sign Program ❑Daily Special Board ❑es Filled/f=iber Optic )]Joint Directory Sign ZTemporary Sign ElSubdivision Entrance Sign ❑ Other E. Number of signs proposed: Number of signs existing: Q F. Sign message: E✓G/ / G. Sign and lettering dimensions for/each proposed sign (attach a colored scaled schematic drawing @ 1/4" = 1'):_� ��+�a1•� G / H. Length of business frontage: T/-^ I. Height of sign(s) from grade: y �� J. Sign Location (attach a site plan and an elevation dr� ring Qr photograph clearly indicating the proposed location of sign(s)):_f�M '0 K. Materials and colors of sign (attach samples): / "1G L. Sign lighting plan: /�1G1✓{ ❑ Indicate type, location and number of fixtures. a Include height above grade, lumens output, luminous area. ❑ Attach a cut sheet for each proposed fixture. M. Drawings showing how and where the sign or awning will attach to the building and how the awning will be constructed. Page 3 of 4/11/06/03 • i N. The Administrator and/or DRB may require the submission of additional pians, drawings, specifications, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. NOTES TO ALL APPLICANTS Time Requirements The Design Review Board meets on the 1st and 3rd Wednesdays of each month. A complete application form and all accompanying material must be accepted by the Community Development Department prior to application deadlines. A schedule of DRB meetings and associated application deadlines may be found on the World Wide Web at http:l/_ci.v_ail.co.us/commdev/planning/drb/meetings/default.htm i Review Criteria The proposal will be reviewed for compliance with the Design Guidelines as set forth in Title 12 (Zoning Regulations) and Title 14 (Development Standards) of the Town of Vail Municipal Code. Design Review Board Meeting Requirements For new construction and additions, the applicant must stake and tape the project site to indicate property lines, proposed buildings and building corners. All trees to be removed must be taped. The applicant must ensure that staking done during the winter is not buried by snow. All site tapings and staking must be completed prior to the day of the DRB meeting. The applicant, or their representative, shall be present at the Design Review Board Hearing. 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. If the DRB approves the application with conditions or modifications, all conditions of approval must be resolved prior to the issuance of a building permit. Staff Approval The Administrator (a member of the planning staff) may review and approve Design Review applications, approve with certain modifications, deny the application, or refer the application to the Design Review Board for a decision. All staff approvals are reviewed by the Design Review Board and any staff decision is subject to final approval by the DRB. Page 4 of 4/11/06!03 Olt Off• . L'fL J n�t �i'1e4�'%� ,.€t„� �€:a l ,. �._ ._-•�-.: Til.�' .._�! fo-fithe v� ree qV1 �:,eEr oir.i 7 1 11)*trldhcor call 7/ u-,319-99"114 Ell 11,41 10 Tj IIIT If E hi Alam Here Ie the sketch we di5cuseect. The job rite Sign e!5 32"x 48". The rnor�t for-rhe sign wcul,�be 255.1.750, The ccicr5 we diccu5ceu ar°e goU and white oil green. Contaa,ane to make changes or to prccBed. Thanks, Carl Vail Sign 949-6710 �a3icignC�ear�hlink,net TOWN OF VAIL, COLORADO Statement Statement Number: R040005959 Amount: $60.00 06/04/200404:21 PM Payment Method: Check Init: JS Notation: #2068/WHITEROCK PROPERTIES ----------------------------------------------------------------------------- Permit No: DRB040231 Type: DRB - Sign Application Parcel No: 210107211017 Site Address: 736 FOREST RD VAIL Location: 736 FOREST RD Total Fees: $60.00 This Payment: $60.00 Total ALL PmtS: $60.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts DR 00100003112200 DESIGN REVIEW FEES 50.00 SP 00100003124000 SIGN FEES 10.00 ----------------------------------------------------------------------------- #4111r 4r eep ik July 14, 2004 Mr.Alan Goncharoff 116 Bradley Avenue White Plains, NY 10607 Re: Temporary site-development sign 736 Forest Road Vail, CO 81657 Dear Mr. Goncharoff, Thank you for submitting an application for review of a temporary site-development sign at the above address. Staff has reviewed and approved the application with the following conditions: 1) The sign is to be removed prior to issuance of a Temporary Certificate of Occupancy; 2) The sign may include only the applicable permit numbers and project address. As designated in the Vail Town Code, Title 11, Section 2-1, a temporary site-development sign is: "a sign permitted to identify a project under construction and the associated hazardous conditions that may include the project name and address;a temporary site-development sign may not include the name of the general contractor, architect, real estate agent, or other person inherently associated with the development." Please do not hesitate to contact me regarding any questions or concerns you might have. Again, thank you for submitting your application. Best regard Elisabeth Eckel 970.479.2454 enclosure f / L� I� ....................... ala c%. l ?36r� r r 76 ZQN-E HECK Datc:_ Legal description:Lot f .Block_ I gimes V V bit-ncr - ` Phone Architect kSt CUe Phone Zane district Proposed use Lot size 4,6y C4 i Biuldable arca Allowed Existing Proposed Total Remaining Total GRFA SGL fS/_; t Primary GRFA (425)( ) f '� + Secondary GRFAy4 + (425) (6X)-� f C(� + 'LS1,6 * 675=425 credit plus 250 addition Docs this request involve a 250 Addition? PVO How much of the allowed 250 Addition is used with this request? Site Coverage _ e c� + (I I L,) Height Setbacks Front 20' f� Sides 15' Rear 15' f Cy t Landscaping Minimum Retaining tiVall Hcigbts 3'/6' Parking Required `' Enclosed Garage Credit (300) (600) (900) 1200}' Driveway Permitted Slope Y> % Proposed Slope ```� % k.Complics with TOV Lighting Ordinance Yes hto -X'Are bnishcd grades less than 2:1 (50%) Yes R'p Emironmental/Hazards 1) Percent Slope(<,� 30%) tt� 2)Floodplain r�1 3)Wetlands-_-- n, 4)Water Course Setback(30) (50) A 5)Geologic Hazards a) Snow Avalanche h . b) Rockfall i e) Debris Flow Previous conditions of approval(check property file) (wi It I c1) Is the property non-conforming? Describe: i . Ab-)EZ)\ DESIGN REVIEW CHECKLIST Project: Q SURVEY ❑Scale FLOOR PLA'T'S Benchmark Scale r GRFA Legal description Lot Size 250 additional GRFA Buildable Area CrawllAttic Space Easements EHU ❑ Topography BUILDING ELEVATIONS 100 yr. flood plain Scale Water Course Setback Color\Ml atcrials Environmental Hazards Roof Pitch ❑ Trees LAINDSCAPE PLAN Utility locations Existing trees Spot elevations Proposed trees ❑ SITE PLATT _ Legend Scale MISCELLANEOUS Building Height Condo Approval Encroachments Title report(A&B) Setbacks Utility verification form Site Coverage Photos of site Eaves/Overhangs(4 Building material samples ') DecksBalconics C.O.Verification Garage connection Sun\Shade Angles Site GradelSlcpe Utilities(underground) Walls Rctainin�5 View Corridors Fences Variances Parking/Garage restrictions Turning Radius Driveway(access and grade) Snow Storage Fire Access ZONE CHE .K Datc: l I I c D 1 4 Legal description: Lot ( I BlockFiling_ V V 6 Address &S T (L n Owner ®E4C_V11 Phone Architect . 7 A — tZcS-o GK —Phone Zone district [� . Proposed use elf Lot size Buildable arca 0 Allowed Existing Pro sed Total Remaining Total GRFA (p(7OZ + g �' 6 = (�S Z To + �� T = 6 (w) Primary GRFA +(425) (675*) °I 8 t + z a s 7 4 d 3 Secondary GRFA + (425) (675*) + * 675=425 credit plus 250 addition Does this request involve a 250 Addition? How much of the allowed 250 Addition is used with this request? 1 Site Coverage o D + Z -L — �- o t [ Height (30)0 ? � 3 1 . 31 Setbacks Front 20' 210 y Sides I5' 1S.S� tiI ' Rear 15' Landscaping Minimum D 1'� y K Retaining Wall Heights TIC Parkin; Required S 7 �_ Z Enclosed �pa ,r, AFtiti ) Garage Credit (300) (600) (900 20 Driveway Pcrrvttcd SIope Proposed Slope -F f % COnl Il xy Q�V14 ino r,rM nanrn Yes— No Arc finished grades Icss than 2:1 (50%) yes No En,ironmcntaUHazards 1) Percent Slope ( >30°/n d K 2) Floodplain N ( A 3)Wetlandsi.! A 4)Water Course Setback(30) (50)_ {{ 5)Geologic hazards Nat�14_ a) Snow Avalanche _A:,. :, b) RockfalI j c) Debris Flow Previous conditions of approval (check property file), Is the property non-conforming? Describe: `V 37 '0 7st $ )P 09 DESIGN REVIEW CHECKLIST Project: ❑ SURVEY ❑ FLOOR PLANS Scale Benchmark; Scale r Legal description GRFA Lot Size 250 additional GRFA Buildable Area CraivllAttic Space Easements EHU Topography E2BUILDING ELEVATIONS 100 yr. flood plain Scale Water Course Setback ColorluMatcrials Environmental Hazards Roof Pitch Trees ❑ LANDSCAPE PLAIN Utility locations Existing trees Spot elevations Proposed trees ❑ SITE PLAN Lcgcnd Scale MISCELLA'VEOUS BulldznCondo Approval g Height Encroachments Ti6c report(A&B) Setbacks Utility verification form Site Coverage Photos of site Building material samples Eaves/Ovcrllangs(4') t . Decks/Balconies C.O.Verification Garage connection SunlShade Angles Site Gradc\SIepc Utilities (underground) Retaining Nails View Corridors Fences Variances Parking/Garage Plat restrictions Turning Radius Driveway(access and grade) Snow Storage Fire Access Receipt funds to: CASH CEPOSIT FORMAT Name: Legal Description:Lot Block Address: Subdivision \kO i ((t1, 1 i Address:"7N2 PitLA ;veli ,l Date of Expiration: 10W 16k DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEMENT, made end entered into this day of , 19_, by and among 11ti w D , _(hereinafter called the "Developer"), and the TOWN OF VAIL (hereinafter called the� Town") and - —(HeFeinafteF ealled the "BaR1 4 WHEREAS, the Developer, as a condition of approval of the -P�2ti plans, dated �lj�tt —, t9�, wishes to enter into a Developer Imp ovement Agreement; and � _'-COC WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgment of the Town to make reasonable provisions for completion of certain improvements set forth below; and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including construction of the above-referenced improvements by means of the following: Developer agrees to establish a cash deposit with the Town of Vail in a dollar amount of $ 0, I7-zEi, (125% of the total cost of the work shown below) to provide security for the following: IMPROVEMENT ?-A 1 N T f N4 1 d4 11VAILIDATAIEVERYONEIFORMSIDIACASH-DOC 1 i Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer may have. 5. It is mutually agreed that the Developer may apply to the Town and the Town shall authorize for partial release of the collateral deposited with the Town for each category of improvement at such time as such improvements are constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition will the amount of the collateral that is being, held be reduced below the amount necessary to complete such improvements. 6. If the Town determines, at its sole discretion, that any of the improvements contemplated hereunder are not constructed in compliance with the plans and specifications set forth in this Agreement on or before the date set forth in Paragraph 2, the Town may, but shall not be required to, �VS' � THF. as necessary to complete the unfinished improvements. -thatttTe-improvel"ents Have not beeig eefflpleted as FequiFed by this agreement. The Bank shall not require thG canclirrance of the dmteloper prior to rolease Qt the funds to !he nor- n =s If the costs of completing the work exceed the amount of the deposit, the excess, together with interest at twelve percent per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. If the permit holder fails or refuses to complete the cleanup and landscaping, ad defined in this chapter, such failure or refusal shall be considered a violation of the Zoning Code. 7. The Developer warrants all work and material for a period of one year after acceptance of all work referred to in this Agreement by the Town if such work is located on Town of Vail property or within Town of Vail right-of-way pursuant to Section 17.16.256. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. 3 of 4 F:IEVERYONETORMS%CIACASKDOC SED,is.iooc 3:32PN - BECK Ar,-D ASS-0:1ATES H0,924 P. Dated the day and year first above w ' e D veloper�f STATE OF COLORADO ) 55. COUNTY OF EAGLE 1 he forego' g D velope Improvement Agreeme as ack+?e�+ledged befora me this day Of by Witness my hand and official seal. My oornmission expires --Z -e-� :N—otac s PIIJ a�net, Community Development STATE OF COLORADO } ss. COUNTY OF EAGLE } The fore ing Developer Improvement Agreement was acknowledged before me this Z day of �9 by — Za Witness my hand and official seal, ���11�\1YNlvr�f���ii����. My commission expires. No ry ,Public `— �QRA , ftntrtrrtsi�►Stti+�� 4&4 FAEVE RYQNeFO RMSM IACAS N•p0 C Dec-28-00 05 : 51P Mish11 30 1 3427 P _ 02 ' Ddted the day and yea, r first �b written STATE OF COLORAUC -73(,�For�S-} COUNTY OF EAGLE } The foregoing Uoveloper Improvement Agreemertt was acknowledged before me this day of Witness my hand and otticial seal. My commission expires Notary Public; F Fanner, Community Oevelopmenj S SATE OF COLORAUU } SS. COUNTY OF EAGLE S 1 he foregoing neveloppr Improvemenr Agreement was acknowledged before me this --day of t9 by Witness my hand and official seal. My commission expires; Notary Public d of J P •EVLRY0NE'�F(JHMi 'D?AC:AZ;H r)OC JEFF SCHIROS PAINTING INC. interior exterior Beck&Assoc. Deevy Res. Forest Rd. East Half Duplex Bid - Stain 2 coats to match west half of duplex on all siding and trim - All labor materials and equipment included $ 2500.00 Jeff Schiros Jeff Schiros Painting Box 3111 Vail, Colorado 81658 (970) 471-0582 Fax (970) 926-7795 Jan-19-01 12 : 528 � � F'_01 PAtrick Bourke Excavating, Inc. Estimate P.U- Box 2542 Edwards, Colorado 81632 � OATE Phone#Cea(970)904-595I I UI8am Home#(970)926-4918 I� NAME/ADDRESS HI tCk$hsnociatcs RO Hoc4030 Wa co 816!�a I 2 7—VROJEGT�� DESCRIPTION RATE UNITS QTY TOTAL I1pOrt Zop5ocl,place and ItYel M[A alanr$nVC — - - Tnmdezn Domp 65.00 E br I 1 5 Y/50 ! Topsoil 115 00 load 1 i 15.00 L bor 18.00 hr 8 144.00 1 I i � I I TOTAL $35650 SIGNATURE ` �Ci Town of Vail Went of Community Development 75 S. Frontage Road Vail,CO 81657 Name: (3 ct t F A S S o [t A -r'(-- f Receipt No. 7-1 Address: Project:C e V!J N t:r,o t1 E - 6 1,q Date / 1 L / Please make checks payable to the TOWN OF VAIL Account No. Item No. Code# Cost Each Total 001 0000 314 1110 Zonin and Address Mas - ZA - $5.00 -- --- -- g p 001 0000 314 1112 Uniform Building Code- 1997-Volume 1&2 - CCB $50.95 * T - - -- - --- -- — -------------- 001 ---- - 0000 314 1112 I Uniform Building Code- 1997-Volume 3 I $60.65 " 001 0000 314 1112 International Plumbing Code-1997 CB $36.00 - - ---- -- --- - --- - - - - -- - -- - -I�$35.0a -- _ 001.0000 314 1112 ,InternMechanical Code 1998 _T - CCB --r- �• 001 0000 314 1112 Uniform Mechanical Code-1996 $35.60 001 0000 314 1112 'Uniform Fire CFode Code _CB __$ .60 -01 000031411-12 Natioal ___Tical CB $42.60 001 0000 3141112 IAbatement of Dangerous Bldg.'s 1997 $9.95 001 0000 314 1112 ;Model Energy Code- 1995 - $10.00 001 0000 314 1112 ;Analysis of Revisions to 1997 Uniform Codes $12.75 001 0000 314 1112 'Other Code Books --7,;;p - 001 0000 314 1211 Blue Prints/Mylar Copy Fees BF $7.00 001 0066-314 1111 Xerox Copies XC $0.25 001 0000 314 1111 Lionshead Master Plan($1.801$1.60) -- Ms - 0 00 $4 ---- -- 001 0000 314 11 11Studies Master Plans etc lMS 001-0606315 3000 'Penalty Fees/Re-Inspect+ons _ RN 001 0000 311 2300 Plan Review Re-check Fee($40/per hour)- PF r 001 0000 315 2000 Off Hours Inspection l=ees I OH 001 0000 312 3000 Contractors License Fees -� ACL -` T - - - - - - --.- --- -- � - r 001 0000 312 4000 1�5i n Application Fee i _- -- - g_ pp _ ISP $20.00 001 6-660-31-2 4_000 Additional Sign Application Fee SP 001 0000 311 2200 ,Design Review Board Fes(Pre-paid) DR 001 0000 315 3000 Building Investigation Fee *PFJ - -- -- 001 0000 240 3300 Developer Improvement Agreement Daposit 02-OEPIO _ ADJ- 001 0000 312 1000 Restaurant License fee(TOV) ;RL 1Tp 001 0000 230 2000 1Spec.Assess.-Restaurant Fee to Co.Dept.Rev. SA - — *001 0000 201 innn iTaxahle(�4.4°l0(State)-Tax payable - -� TP *001 0000 31 iT7 ---�i - -- --- - MS - - - - - - 001 0000 311 001_0000 311 APV $200.6 001 00_00 31, IPV $200.00 001 0000 31' IPV $200.00 00 0010031 PV --I $500-00_r--- ---- - - 001 0000 31 IPV $1,500.00 001000031 PV $1,000.00 001 000031 PV $2k(k -- --- 001 0000 31 P�V- - - - 001 000031 PV $250.00 0-61 000031 _APV $250.00 `- w y$2oa.0a - 06 000031 _ TOTAL: ( L f Comms Cash 2, 1 2- °I Received by: 6,4 _. _ I 12J2012000 p w o a w N ❑E z p o o m o❑ ora � o wo aha a w E w 4 H H F Z Z W D o0 0 x O I O VI C N N N r1 rl m m q I ry o 0 h H ❑ 2 o i o a rt ❑ o � a o O E $ rn ur in Q m i m W A W 4 ❑ ❑ H Z o i o p z W 0 5 o o o b Ea' O ui �� li in OU a [] C1 Z W a I I x m R \ H ❑ N H N V} \ Q W I H W H H \ bd ❑ In £ k \ p E •i N W a H � O O i p N P z W O N N }+ Vs q o N a EN V O W � In 2 W cOn W Yr ❑ u]❑ F W � w a w o w o o i 0 C7 W F E W N5 cHii 10 r UW E ,¢ NIn ❑ xU W Q to F W \ u u W x z x 0 U A > 10 M o o u a S O E N G E H E a C7 C i .7 ❑ v] m as F i U F W .] *0 to Design Review Action Form .Y TOWN OF VAIL TOWNFYAA Project Name: Deevy Residence Project Number: Project Description: Driveway re-alignment Owner, Address, and Phone: Brian and Caryn Deevy 1 Littleridge Lane, Englewood, CO 80110 Architect/Contact,Address, and Phone: Beck and Associates 780 Nottingham Rd., Avon, CO 81620 970-949-1800 Project Street Address: 736 Forest Road Legal Description: Lot 11,Block 1,Vail Village 6th Filing Parcel Number: Building Name: Deevy Residence Comments: Board/Staff Action Motion by: Action: Staff approved Seconded by: Vote: Conditions: 1) a revocable right-of-way permit is required for improvements on Town property. 2) The existing trees must be protected. 3) A new concrete pan is required. Town. Planner: Brent Wilson Date: 10/10/00 DRB Fee Paid: $50.00 Project Name: Deevy Residence 09 09 1 �� ��� o s 2000 [1� FAX COVER SHEET William F. Restock,Architect ��'--------- - - 7233 E. Costilla Place Englewood, Colorado 80112 Telephone. (303) 773-9578 Fax: (303) 7738694 SEND To Company name -� From �) v+n J r 1 t� �4A Attention Date Office iocadon Office location Fax number Phone number ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please review ❑ For your Information Total pages,including cover: COMMENTS ..... .... ......... ... ...._ __ . _......_ ....... ........_ . ....... .. - .. - .. Y1 _. �2v1 - 2 5 � �...,r- .v...........,,.���. _ - - ..... .. ....... _ X11 �x�; o � �;�y�,�- ,rU-1 • �h r�,>u��� �- ��•�-�� �-G �-�-�;. - 0,A- - - _- - - r Design Review Action Form TOWNV4ILL TOWN OF VAIL Project Name: Deevy Residence Project Number: Project Description: Temporary site development sign i Owner, Address, and Phone: Brian and Caryn Deevy 1 Littleridge Lane, Englewood, CO 80110 Architect/Contact, Address, and Phone: Beck and Associates 780 Nottingham Rd.,Avon, CO 81620 970-949-1800 Project Street Address: 736 Forest Road Legal Description: Lot 11, Block 1, Vail Village 6th Filing Parcel Number: Building Name: Deevy Residence Comments: Board/Staff Action Motion by: Action: Staff approved with 2 conditions Seconded by: Vote: Conditions: 1. The top of the sign shall be no higher than eight feet above grade. 2. The sign must be removed within ten days after TCO is issued. Town Planner: Ann Kjerulf Date: 04/25/00 DRB Fee Paid: $26.00 Project Name: Deevy Residence 40Questions7 Call the Planning Desk at 479-2128 SIGN/AWNING APPLICATION TOWN OF YAC This application is for any sign that is located within the Town of Vail. Specific requirements arc available from the Department of Community Development. A. Name of Business:_ 9ee— /7,S 12G1Cr e-'s _ B. Building name and address: �ec Er S, .-e-- C. Name of owner: &c{r,.'d-!C.,ry j„ c�'y � _ Phone: Mailing address: 1-4H c rJe L a�, c.c w 1 116 D. Signature of owner: E. Name of person submitting: rr 4- 473pc t Phone: •-P o6 (If different than owner) Address: -7 0 O ' tlC l F. Type of sign (see back for definitions): Free standing ❑ Hanging sign ❑ Wall sign ❑ Awning ❑ Other,specify: G. Sign message: S—c J H. Size of sign and size of lettering for each sign proposed: '7" k� iAc X Z- .- 1. -1. L�.ngth of business frontage 3 , J. Height of sign above grade: Z K. Number of signs proposed: Number and size of existing signs: t� L. Location of each sign (attach a site plan and an elevation drawing or a photograph clearly indicating the proposed location): c� M. Material; and colors of sign(attach samples): lr.�C i-r cc, ,,j glut ROLL 16."4.r c is N. Describe lighting of sign(existing or proposed): a 0. Business license and/or sales tax license verification is REQUIRED prior to planning review: Sales Tax Administrator's signature (Sally Lorton 479-2125): P. FEE: $20.00, PLUS $1.00 PER SQUARE FOOT OF SIGN AREA. boom For Qffice. :Tse;finiv AApplicatton Date SUBMITTAL REQUIREMENTS: ❑ Complete Application. ❑ A site plan showing the exact location where the sign is to be located. ❑ Elevation drawings or photos showing proposed location of the sign or awning. ❑ Colored scaled (1/4"=P)drawing, including specific lettering and dimensions and a photo, if available. ❑ Sample of proposed materials. ❑ Drawings showing how and where sign or awning will attach to the building and how the awning will be constructed. ❑ Condominium Association or Landlord approval -attach a letter, SIGN CATEGORIES: 1. Freestanding-A single or muli-faced sign affixed to a supporting structure, or imbedded in and extending from the ground and detached from the building. 2. Awning or Hanaina-Any sign attached to a building and extending in whole or in part more than 9" beyond the building line. 3. Wall - A sign attached to,painted on, or erected against the wall of building or stnicture with the exposed face of the sign in a plane parallel to the face of the wall and not projecting more than 9"from the face of the wall. 4. Display Box-- A freestanding or wall sign enclosed in glass for the express purpose of displaying menus, current entertainment or real estate listings. 5. Joint directoQLsii n- A freestanding, hanging or wall sign that lists all the tenants within a multi-tenant building. 6. Subdivision entrance sigg-A sign to identify a major subdivision,a condominium complex,or group of apartment buildings having at least 100 linear feet of frontage along a vehicular or pedestrian way in any RC, LDMF, MDMF, 14DMF, or SDD zone district. SUGGESTIONS: 1. Copies of the Sign Code are available from the Department of Community Development. You may wish to check the Code to verify the type and size of sign you are allowed. 2. Be specific. Vagueness in the description of design, size,construction may delay the approval of your sign. 3. Measure the frontage of your business to determine the size(area) of the sign you are allowed. 4. Lighting for awnings may spotlight only the sign lettering on the awning. Lighting may not shine into pedestrian or vehicular ways. 5. All individual business signs will be reviewed by the Departmcnt of Community Development. New sign programs or amendments to sign programs will be reviewed by the Design Review Board. F:everyone/fonns/signs/si gnapp.813 I r� I 111 JV rn IV'+ N E H n Tn CS � � �/V �`Ct7 n � U'1 C vQ sQo r r p E71 i f � � I n � 1 j rl - - - s z J �, � � � . _ 1� --.,�_� 1 3 � .� �� i � I� !J1 .� ii f �I i � ! ii I �. �_� .� { �. M � ` Town of Vail OrtMent of Community Development 75 S. Frontage Road Va",CO 81657 Name: _ Receipt Address: ,ppb Project:_ D ate Please make checks payable to the TOWN OF VAIL Account No. Item _ - I No.I Code#' Cost Each Total T— - —_- — 001 OOQO 314 1110 Izoning and Address Maps 'ZA _$5.00- 001 0000 314 1112 (Uniform Building Code- 1997-Volume 182 001 0000 314 1112 Uniform Building Code- 1997-Volume 3 $57-20 001 0000 314 1112 International Plumbing Code- 1997 iC_B_ $36.00 001 0000 314 1112li nternational Mechanical Code- 1998 ICB $35.00 " 001 0000 314 1112 Uniform Mechanical Code-1997 $33.60 001 0000 314 1112 ;Uniform Fire Code ICB [ $36.00 001 0000 314 1112 rational Electrical Code �`CCB i $37.00* 001 0000 314 1112 Abatement of Dangerous Bldg.'s 1997 $9.95 I` 001 0000 314 1112 Mode!EnerCode- 1995 ` $10.00 ` 001 0000 314 1 112 (Analysis of Revisions[0 1997 Uniform Codes $12-75 I' -.1 000 -- 001 0000 314 1112 Other Code Books CB ij 001 0000 314 1211 Blue Prints/Mylar Copy Fees 'BF $7.00 1* — 001 0000 314 1 11 1 �Xerox Copies —in-- $0.25 001 0000 314 1111 Lionshead Master Plan $1.80/$;1.60} TM5 $40.00 I* 001 0000 314 1111 Studies, Master Plans, etc. —� MS 001 0000 315 3000 Penal$ Fees/Re-Ins ections PN — -u_ T 001 OOOQ 311 2300 Pfan Review Re-check-check Fee $40/p-_er hour I PF 001 0000 315 2000 1011 Hours Inspection Fees001 0000 312 3000 �� 11 --- - S -- �--- - —. 001 0000 312 4000 Sion Anni aLicense ir%nF PFees —ICS $20.00 00 SP I- 00 I DR 00 r- PN - 00 eni )EP10 AD 00 - RL I_ — 00 Town of Vail apt.Rey. ISA T .0( *+� CUSTOMER RECEIPT -- !TP - - `- DATE: 4/24/00 81 RECEIPT: 0008073 Tax I�T7- - DESCRIPTION OTY AMOUNT TP TIM15 SIGN APPLICATION 1 $26.00 *5P CK —�- --- 00 SCOTT AMARAL 00 _ _ PV -$200.00 - - - 00' -T - TENDER DETAIL �V $200.00 00' CK 588 $26.00 �PV $200.00 00 DATE: 4/21100 TIME: 14:09:56 PV $500.00 ! - -- 00 TOTAL CHECK $25.80 - -- --1 AMOUNT TENDERED $26.00 ___ _``Pv $1,500.00 00' lend `PV $1,000.0 00' lend TPV $200.00 00 THANK YOU FOR YOUR PAYMENT' -..-�_ i --- 00- _ PV $2_50.00 1 00 �PV $250.00 - PV I $200.0_0 001 0000 319 3100 Greenstar Pro ram �_ Other- _ MS ( _ i TOTAL; Comments: 3 Cash Money Order# Check# Received I,y: I i F/Everyone/Forms/SMesact.exe 2/10/99 Design Review Action Form TOM O ��� ' TOWN OF VAIL Project Name: Deevy Residence Project Number: PRJ99-0332 Project Description: Addition and remodel (amending previously approved plans) Owner, Address, and Phone: Brian and Caryn Deevy #1 Littleridge Lane, Englewood, CO 80110 303-789-0584 Architect/Contact, Address, and Phoney William F. Reslock, Architect 7233 E. Costilla Place, Englewood, CO 80112 303-773-9578 Project Street Address: 736 Forest Road Legal Description: Lot 11, Block 1, Vail Village 6th Filing Parcel Number: 210107211018 Building Name: Deevy Residence Board/Staff Action Motion by: Action: Staff approved with conditions (as per previous approval) Seconded by: Vote: Conditions: 1. Site plan must show existing and proposed lighting 2. Site plan must show limits of disturbance fence and tree preservation plan for large spruce trees adjacent to existing/proposed patio 3. Disturbed areas must be returned to a 2:1 grade 4. Site plan must show area where french drain is to be daylighted 5. Driveways to have 4' concrete pans at entrances 6. All materials and colors are to match existing (Site plan must be revised to satisfy conditions 1, 2, and 4 prior to building permit issuance. Town Planner: Ann Kjerulf Date: 02/20/00 DRB Fee Paid: $20.00 (to amend plans) Project Name: Deevy Residence Nov-03-99 07 : 59A William t= _ Restock , A. I .A P.O1 ;ons? C:ttl the 1'tann d i9-212� APPLICATION FOR DESIGN REVIEW APPROVAL TO MY OF PAIL -N} ►2�,a 'NFO1tM, TEt)iti Ttsix applit ati4n is t,r any P'°vc.Qt prior to&Ub:t itt'lig tur Dcsijm1[i bui>v'ing pcttArr Fo,Pec fic infnation rSee stshni:r ] receive Deign Rcvie%v approval p rcd mgs,ircnimits for the particular approval that is rcq��to Jv r ivi,wctl by the To vntCouncilp>tit r he Plaiu icglr`nti infornrmor. is submitted. The pruiuc:t'3nay::Esa ear after'tinal approval unless a P, viranmcnttil Col:s�tsission. Ucsirn Re�ic�v l3aard a(yprrival expires one y htsildin per,rtit is issued and cnastrucdon is started, o `Tt A. UEScMPTION OF THE 1ZFQUEST: �-- -- B. LOCATION OF PROPOSAL: L©T; I 1 �- BLOCK:--l-- '~iL1NC;R ___-- PHl'SWAL ADURk SS L aR�.57 — — (t,�s�s•act lrablc Co. .gss:S,Cr;C3ft;cc at U1i-114-8640 for pz:ccl �1 t PARCEL #' E- NA\!1r OF Oy��]!;R(5} �IR�A1L E_L1`I v co $� � �n.a;t_Iti"r ADDRESS:—_A-A-- NL � l UWNER(S) SIGNATURE(S). Le _ C�. NAME OF AP-" iCAN'r: MAI LING f1. TY pE()' r EVIEVv.AND FEF: Q Ncv,, C:n�lstrtr> tion- S.flO Cw t�;cUrnn of[�nCw L'uiichn_,. Aclt;irinls - i5f) t,sciudC.;a;sy:�d�7i[io+i .�'11crc squ<.r_t'or't",c is a�:ticd to any residcn[ia! OF COn17t1:rL78!tlt37iJl'le- 14 {Minor Aitcratinit - S20 inc'ttcici rnin� ciia,sgcs to hui os a td sicc imprusfclttc-s d ret i rcmat.r.l,.paintiu_,rrincin�e additions. 1 ne� ping, ,cnccs and rctainin�= Ria a[rise tmlc �f suhm,tlal L:;tcr.w'-tv anply1i.- for a bxid;tlg perrtrit. please identify DR`; fees t3r�t s be p, the accclratc �<<swa�io;s of tl.L project s f.c l.nvsl of grail wI!i a:fast lite tcc aCC01tti,l4 to thr 3-ojcct v.�luahar. P{.{;Ay� 1iI31il r THIS APPL(CATION, A I)l:`iE1.Ul'iti1l;N7� � '{Cl TE{L: Std-H f niti'I'.VC�ROAD. nf✓r,�li"1' IEV"f C1E'C()11N1! `' �t1..(70LORA1)C1 Y1CiS ------ ----------- ---- For Ullici_I1�rS_ r Fcc Psid; _* C Kk:-�- Appliear on Dare_ -- - U[ fB i1.lccrttsg Dime: (" Pre-Applicatior. ',v4ceting Date: — -_ Design Review Action Form TOWN OFVAIL A TOWN OF VAIL Project Name: Deevy Residence Project Description: Residential Addition Owner, Address and Phone: Brian and Caryn Deevy, #1 Littleridge Lane, Englewood, CO 80110 Architect/Contact, Address and Phone: Bill Reslock, 7233 E. Costilla Place, Englewood, CO 80112 Project Street Address: 736 Forest Road Legal Description: Lot 11, Block 1,Vail Village 6`h Filing Parcel Number: 2101-072-11-018 Building Name: Comments: Materials and colors to match existing. PRJ99-0332. Board / Staff Action Motion by: Action: Staff Approved Seconded by: Vote: Conditions: 1) Please provide the locations of existing and proposed exterior lighting on your site plan. 2) Please show a limits of disturbance fence on your site plan. This should include a tree preservation plan for the large spruce trees adjacent to the existing/proposed patio area. 3)Any disturbed areas must be returned to a 2:1 grade. 4) Please show the area where the french drain is to be daylighted on the site plan. 5) Please show a 4' concrete pan at each driveway entrance. (Driveway upgrades are required for remodels adding 500 sf of GRFA or greater). These items need to be shown on your building permit submittal. Town Planner: Brent Wilson Date: November 11, 1999 DRB Fee Pre-Paid: $50.00 F:�EV ERYONE',DRB�APPRO VAL'99`,DEE V Y.WPD Now-03-99 07 : 59A Will P _ Reslock, A. I _A P-Ol . ,��,.�\ Q•,c�t:ons'? Ca1I the I'lanning Staff at 47?-?12� i APPLICATION FOR DESIGN REVIEW APPROVAL �9,�'0>G'YA T (ENv RAL lNFt7RylAT IUB' Ti,i..,np,liC<iti:)n i; ror at]y project rcgtlirin;Dcsigm RcviC.v,apprasal. Ary prejert rcqu.r ng tic i��n rev ew nuts'. r.ceive Design Review approv°ttl prior to st!bmitting ft r a builbia pe,mit. Ft): pe,itis infontta€ion, sec :I c sub t:r.:l rcquircnieltts for the pari ul tr approval that iy rcTucsrccl. Tltc app'!:-.!!;a:t ca'in4t he accepted t ntit itll the rcqulrcd itifot mt,r or. 's Submitted. l'3tc project ;ray.;lso need to be revicv cd by the-i own COuL1Cil :ut�j'nr the Fla nung and nvirnl ntcntit] Col,trnisston. Desion ReviON B0',1rd ::pprma{ cxltires r,ni ye.lr after final approval unless a building per,nir is issued and construction is started. A- DESCRIPTION OF THE RT:QUESl � o�� ►� ISI °N S TO - B LOCATION OF PROPOSAL: LCT:_j 1 BLOCK:_ --- — PHYSIC'AI_ .AD1)ItF.SS: �. 3 L-- o PE-5-r _ICati�fa� I U Iy ((,olttt:ct ELjoic 6'A), ssccr Sss Qft:cc.tt 970 Z2,1-8040 for pa:cci ) C. PARCEL ' ' �� _ - n ZONING: -jaipe, f-SLS ►� � --- - —� - -- e. NAME O1; O WN F R(S) ` '5_g .AA)_L 1►�__��'t!���v� �_ - -- i'9AlI-INC; ADDRESS# �� �E LN �f�t-�•NL: f OWNER(S) SICNATURUS): G NAME OF AP;`_ICANT:�`'►t—l_t�• 2 Lo -- - MAI UNG ADDRESS:22 � E� -- ���—��.�S�L- 3a'3 't? 3 RC_15 - E[. TY P'E 0E- ME- IEW-ASD I-_EE: CD NevCnnstr_:crion- S2t14 C'unst ucti n off., nc'.v t'tl,ldint! I , Adt'.irinli - 55} I:1ClLIL.L .1tlV F( IlClon ',VI1C!': i]'SP:I'C t3 to:inw'tCl{ Cll:l ll. f conn..^.:rcia� lia!i1�li��. ❑ 'Tart ]r Alteration - S2(} s 1c'ut.c5 mai:, ! changes to buildillos a ld site i,nprovti i tents, such ala. r_rnot i , .p:ur tin �'.indcx•.. additions, 1 t ldsc,^.pin,. =onccs and ret.:inm.g )RCS fees arc to tic pr.i�l at the tilllc of suh�hltlt'.I I,�ttcr.�e!:Cn antrlyln,-�tra tr.!ila:e perrnit,plett3e ictentliy ,MC<!CCllfatC \rt11L; kU;.' of I!.0 prole i E 1'C l+h�'n OF 1 ..^.il 1•'711 l.15C:Ilt tC: thL n-ojcct VtllUcltla[L PI.I;ASE SE}E3\II I' THIS APPLICATION—AL1, SUBMITTAL REQUIRLMEY S AND `I IIC. FEF TO THL Dl;l'.` RTNIEVI, C)I Ct),11IUNIIY MF EI.OI'1lENT, "5 SOUTH FRON'f:1GF ROAD, t'A'i.. COLORADO 81657. Fg�}fliLc ilsc Oflld•: Fez , paid: AaC 135,: CIL#: ( T_ A than Date:__ I } `I �— DRB Nice-M-1c D2.1e: Pic-Application Mt acting Datc: - �- �� + � '�',. •� ,! ,�"�� �� ^w LIST QF PRQPOSED MATERMAL BU1LDINO MATERIALS: TYPE OF MATERIAL: LORI* Roof S - c.n F_ t -T Siding W ooh - -�+c,� Esc t5T'Ca Other WallMaterials E 2�G[�i CXIST Fascia Soffits Cj_ M,Acar .4.}�1 ' Windows GLp 1' -- 1.�oc,o Window Trinz Doors lr� n� +� azTV✓TaJ� Door Trim r—A t4T�9 Hand or Deck Rails � S G1���_ 1 � 2�"��'► ��5� `y Flocs �T Flashings 21nItYJ ro ecr at_ Chinincys Trash Enclosures r Grecahouses i l Retaining Wallsb rl� 1j ct�1l "e sae���f-�7 Exterior Lighting** z�e.� Otlier Please specify the manufacturer's color, number and attach a small color chip ** Ail exterior lighting must nice-,the Town's Lighting Ordinance 18.54.050(1). If exterior lighting is proposed, please indicate the number of fixtures and locations on a separate lighting plan. Identify each fixture type and provide the height above grade, lunie:�s output, luminous area,and attach a cut sheet of the lighting fixtures. 2 Updated 6197 PROPOSED LANDSCAPING Botanical Nam Common Name Crit, PROPOSED TREESLat7G7r— �oL. AND SHRUBS: EXISTING TREES TO O f BE REMOVED: *MifiinlUni requircments for landscaping;: deciduous troes -2 inch caliper coniferous trees- b feet in height shrubs -5 gallons Type quare Footage GROUND COVER Soo W f 55 S SEED IRRIGATION TYPE OR METHOD OF + EROSION CONTROL1�S a2br� L SIN11 lnH! pcois, etc.) FIcase Spec1N. Indicate top and oottom elcvauons o rctaininry walls. Matirn m heiah: cifwalls within the frent setback: '� -yet. Maxim„r; liciQht or wails e!scwhcrc oil the property is b iucc. 3 Up&tcd 6/97 American Lend Title Association Commitment-Ma 10173 l� COMMITMENT FOR TITLE INSURANCE ISSUED BY STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A,in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered nereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor;all subjectto the provisio of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective onty when the ide t f the proposed Insured and the amount of the policy or policies committed for h 6 in itl:Schedule A hereof by the Company, either at the time of the issuance of the ii'rritrnent or by uent endorsement. This Commitment is preliminary to u ce of such policy or policies of title insurance and all liability and obligations hereunder stto.0ek 4qd terminate six months after the effective date hereof or when the policy or policies comrlted r all issue, whichever first occurs, provided that the failure to issue such policy or policies,it trot trhKault of the Company. This Commitment shall not be valid or binding until countersigned by'an authorized officer or agent. IN WITNESS WHEREOF, the Cgmpanyt ,has caused this Commitment to be signed and sealed, to become valid when countersignedby an 4uthorized officer or agent of the Company, all in accordance with its By-Laws.This Commitment iseffttiveasof the date shown in Schedule A as"Effective Date." STEWART TITLE { A1`lAlRdltT7 COMPANY 6U� Chairman of the Soar •� ttoR�oR�r� President Countersigned by. ' :, 1 9 0 8 At, rN� a 1 Auth 4 Com City. f o- Serial No. N 601- 1 6 '4 294 �., �3�� +►. � + LWItm • r • SCHEDULE A Order Number: 4448-V CommltmeM Number: '. Elfectivedate: September 27, 1988 At 8:00 A. 2. Policy or Policies to be issued: Arnount347, 0 $921. 0,r P r e m i ul A. ALTA Owner's Policy � Proposed Insured: BRIAN DEEVY AND CARYN OSTERGARD DEEVY Tax Cert. 5. 01 $. ALTA Loan Policy $ Proposed Insured: C $ 3. The estate or Merest in the land described or referred to in This commitment and covered herein is he Simple and title thereto is at the effective dale hereof vested in: MARIA THERESA GOMEZ a. The land referred to in this corrxnib� is described as Wows: SEE ATTACHED i C" Pt e 2 STEWART TITLE CONTINUATION SHEET SCHEDULE Order Number: A-NO.4 Commitment Number: 4448-V PARCEL A: A part of Lot 11, Block 1 , Vail Village Filing No. 6, Town of Vail , Eagle County, Colorado, more particularyly described as follows : Commencing at the northeast corner of said Lot 11 ; thence S 71 degrees 39 minutes 04 seconds W 58. 14 feet to the true point of beginning: thence N 87 degrees 43 minutes 12 seconds W 7. 9 feet; thence N 02 degrees 16 minutes 48 seconds E 8. 7 feet; thence N 87 degrees 43 minutes 12 seconds W 26. 7 feet; thence S 02 degrees 16 minutes 48 seconds W 34.2 feet; thence N 87 degrees 43 minutes 12 seconds W. 4. 9 feet; thence S 02 degrees 16 minutes 48 seconds W 12.5 feet; thence N 87 degrees 43 minutes 12 seconds W 3.5 feet; thence S 02 degrees 16 minutes 48 seconds W 23.6 feet; thence S 87 degrees 43 minutes 12 seconds E 22.6 feet; thence N 02 degrees 16 minutes 48 seconds £ 9.9 feet; thence S 87 degrees 43 minutes 12 seconds E 20.4 feet; thence N 02 degrees 16 minutes 48 seconds E 51.7 feet to the point of beginning and an undivided h interest in and to all of lot 11 block 1, Vail Village filing No. 6, Town of Vail, Eagle County, Colorado, except for the following described two parcels of land: Parcel A: A part of Lot 11 Block 1, Vail Village Filing No. 6, Town of Vail, Eagle County, Colorado, more particularly described as follows : Commencing at the northeast corner of said lot 11, thence S 71 degrees 39 minutes 04 seconds W 58. 14 feet to the true point of beginning; thence N 87 degrees 43 minutes 12 seconds W 7. 9 feet; thence N 02 degrees 16 minutes 48 seconds E 8. 7 feet; thence N 87 degrees 43 minutes 12 seconds W 26. 7 feet; thence S 02 degrees 16 minutes 48 seconds W 34.2 feet; thence N 87 degrees 43 minutes 12 seconds W 4 .9 feet; thence S 02 degrees 16 minutes 48 seconds W 12. 5 feet; thence N 87 degrees 43 minutes 12 seconds W 3. 5 feet; thence S 02 degrees 16 minutes 48 seconds W 23.6 feet; thence S 87 degrees 43 minutes 12 seconds E 22.6 feet ; thence N 02 degrees 16 minutes 48 seconds E 9.9 feet; thence S 87 degrees 43 minutes 12 seconds E 20.4 feet; thence N 02 degrees 16 minutes 48 seconds E 51 . 7 feet to the point of beginning and Parcel S: A part of Lot 11 Block 1, Vail Village Filing No. 6, Town of Vail, Eagle County, Colorado, more particularly described as follows : Commencing at the northeast corner of said Lot 11 ; thence S 71 degrees 39 minutes 04 seconds W 58. 14 feet; thence S 02 degrees 16 minutes 48 seconds W 24.0 feet to the true point of beginning: thence S 87 degrees 43 minutes 12 seconds E 6.8 of beginning: thence N 02 degrees 16 minutes 48 seconds E 14. 5 feet; thence S 87 degrees 43 minutes 12 seconds E 36.3 feet ; See Continuation Page Page STEWART TITLE CONTINUATION SHEET SCHEDULE A-No. 4 Order Number: Commitment Number: 4448-V thence S 02 degrees 16 minutes 48 seconds W 55. 5 feet ; thence N 87 degrees 43 minutes 12 seconds W 43. 1 feet; thence N 87 degrees 43 minutes 12 seconds W 43. 1 feet; thence N 02 degrees 16 minutes 48 seconds E 41 . 0 feet to the point of beginning. FOR QUESTIONS REGARDING THIS COMMITMENT PLEASE CALL BETH O 'NEILL AT 303-949-1011 . STEWART TITLE OF EAGLE COUNTY OCTOBER 10, 1988 P.O. BOX 1248 CC: M. GOMEZ VAIL, COLORADO 81658 S. MACDONALD M. BOOTH B. DEEVY R. DAVIS ..r .r Page cvnr IKATA rlrw% nmirssni .\ SCHEDULE B - Seclion 1 Order Number Commitment Number: 4448-V Requirements The following are the requirements to be complied with: Item (a) Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Item (d) Proper instruments) creating the estate or interest to be insured must be executed and duly filed for record. to wil- 1 . Execution of affidavit as to Debts and Liens and its return to Stewart Title Guaranty Company. 2. Execution of Certification - Entity Transferor/Individual Transferor and its return to this office. 3. Evidence satisfactory to Stewart Title Guaranty Company that the real estate transfer tax assessed by the Town of Vail has been paid or that the transaction is exempt from said tax. 4. Deed from vested owner, vesting fee simple title in purchasers? . NOTE: NOTATION OF THE LEGAL ADDRESS OF THE GRANTEE MUST APPEAR ON THE DEED AS PER 1975 AMENDMENT TO STATUTE ON RECORDING OF DEEDS 73 CRS 3835109 (2) . iSTEWART TITLE SCHEDULE B -- Section 2 Exceptions Order Number 4448—V Commilmenl Number, The policy or policies to be issued will contain exceptions to the following unless the same are disposed of to the satisfaction of the Company: 1. Rights or claims of parties in possession not shown by the public records. 2 Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records- 4 Any len, or right to a lien. for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the pubic records. 5. Defectsliens, encumbrances, adverse cla+ms or other matters. if any, created first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitmenl- b. Any and all unpaid taxes and assessments and any unredeemed tax sales. 7. The effect of inclusions in any general or specific water conservancy, fire protection, soil conservation or other district or inclusion in any water service or street improvement area. B. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United States Patent recorded September 4, 1923 in Book 93 at Page 98. 9. Restrictions, which do not contain a forfeiture or reverter clause, as contained in instruments recorded in Book 174 at Pages 179 and 575 and in Book 183 at Page 1, as amended by instrument recorded in Book 182 at Page 141. 10. Easements as shown on Plat of Vail Village Sixth Filing. 11 . Terms, conditions, restrictions and stipulations as contained in Townhouse Declaration recorded March 19, 1980 in Book 300 at Page 311 . y Exceptions numbered are hereby omitted. fCTT+:WA R T ri`f Ti.F CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. if the proposed insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements -- hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and the Conditions and Stipulations and the exclusions from coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. STEWART TITLE GUARANTY COMPANY All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252, and identify this commitment by its printed COMMITMENT SERIAL NUM- BER which appears on the bottom of the front of the first page of this commitment. Page 5 t SI' �' ' + M�, .�-fin /t�• r N, J 9 l .0 r- T w ^ i S a y. It „ ;s ice• + l r 11 16 IF , w q, 3. rt A,r w y ' mum war� .,�4•�' 3 �_r..r.w-may �- ` L f�r P ts._t t7k z \40 ) . t- \ ! Z � # � 2 t �� k s I jr 4'.- !J , ��-° ire `��� � � {• � ;d �..� z � I TA r a , r. nc rr nrtt4"• k '� �� � .. e- a d''-�.. „' .♦fie Q � r .1� y * . • 1pjo M,. .. �r♦�.,''Ait ~�— :� ,,. alb` � ..,,.. �N��� +rrriull� ! � p r •{ N 1ofu1 75 south frontage road ent vall,colorado 81657 (303)479-2138 (303)479-2139 September 12, 1991 Dr. S .R. Continguglia Mr. Melvin Klein Mr. Jeffrey Mishell 4545 East Ninth Avenue #150 Denver, Colorado 80222 Mr. and Mrs . Brian Deevy One Littleridge Lane Englewood, Colorado 80110 Re : Lot 11, Block 1, Vail Village 6th Filing Dear Dr. Continguglia: Thank you for calling about the letter I wrote on September 3rd. I looked at the above property again, and could see that there were some pfisters planted. However, as you can see by the enclosed photo, the weeds are very high, and camouflage the pfisters . You explained that the landscape list was submitted from the original developer, and that you and the other owners did not have knowledge about the landscape list . It is apparent that you did plant some evergreens and pfisters . Because of the time that has lapsed since the issuance of the building permit, we will issue a final certificate of occupancy for this property. It is possible that more landscaping may be required at any future time that further improvements are made to the property. We would request that you contact a local property management company to have the weeds cut . Possibly twice a summer would be enough. This is not a requirement, but we would appreciate this, as weeds tend to reduce the value of your property as well as that of the adjoining property. Thank you very much for your attention to this matter. If you have any questions, please do not hesitate to call. . Sincerely, f�X", Betsy Rosolack Planning Technician I *voi 10WHI 75 south frontage road office of community development vail,colorado 81657 (303)479-2138 (303)479-2139 September 3, 1991 �Y-Mr. S .R. Continguglia Mr. Melvin Klein Mr. Jeffrey Mishell 4545 East Ninth Avenue #150 Denver, Colorado 80222 Mr. and Mrs . Brian Deevy One Littleridge Lane Englewood, Colorado 80110 Re: Lot 11, Block 1, Vail Village 6th Filing Dear Property Owners : The Community Development Department is attempting to close outstanding files . Your residence on the above property received a building permit in 1979, but has not yet received the final certificate of occupancy. In order to issue a final certificate of occupancy, we must require that the approved landscape plan be completed. The landscape plan was for the whole lot, and called for: trees : 36 aspen, 10'-12' 6 crabapple, 6'-8' 6 blue spruce, 8'-10' shrubs : 30 cinquefoil, 5 gal 15 golden current, 5 gal 32 sand cherry, 5 gal 8 dogwood, 5 gal 21 coralberry, 5 gal ground cover: 24 flats, ground ivy north decks to have ground ivy underneath wild flower mix all disturbed areas to be reseeded with Merion—Windsor bluegrass seed We are requesting that you accomplish this final landscaping by November 1, 1991, or submit a revised landscape plan in time to have the landscaping finished by November 1, 1991 . Thank you for your cooperation. If you have any questions, please do not hesitate to call . Sincerely, Betsy Rosolack Planning Technician FEB 2 2 1990 736 Forest Road ��ttu � Vail, CO 81657 1 Littleridge Lane Englewood, CO 80110 February 5, 1990 Mr. Rondall Phillips Town of Vail 7550 Frontage Road Vail, CO 81657 Mr. Phillips: I thank you for your response to my letter, since it was the only one I received. It also was most amusing that you consider the "thoughtless residential building along Forest Road, without regard to V.A.'s need to use this strategic location for its mountain maintenance" to be the crux of the problem. A moment's thought should reveal that VA was "thoughtless" and I daresay greedy in selling residential lots along their strategic corridor. Because they sold and profited from the sale of these lots for residential purposes, they are obligated to maintain a reasonable level of activity allowing peaceful and healthful enjoyment of these homes. Oops, I guess the immediate profit was too tempting to resist, since reasonable expectations of mountain growth and associated increased maintenance would have certainly CUntralllQlCaleU the use of tn1S rvulA al)r rLiiGc:nCcs. 1 gileii tiny 1t*gViCu tiiut JUcolcUiie ciJC would have to cross that bridge when it became a problem. Well, now it's a problem, and it isn't the fault of the people who purchased these residential lots and had the audacity to put residences on them! Nice try! The fact that VA does a lot of the maintenance throughout the night in order to reduce their legal liability at the expense of our sleep adds further insult to injury. And, finally, again from your letter, snowmobiles roaring by your bedroom hourly through the night, every night is not an "inconvenience inherent in resort living"! dM Mr. Rondall Phillips February 5, 1990 Page Two There are many terms to describe what VA did -- double dipping, profiting from both ends of a deal -- eventually you get trapped in the middle. Eventually is now. T believe the Forest Road Homeowners have the body of law on their side. Certainly there is a better way to resolve this, given the obviousness of the problem and the culprits and the negative impact on the entire town of this visible location for mountain maintenance. Sincerely, Caryn and Brian Deevy cc: Forest Road Homeowners Association Vail Associates: George Gillette Peter Jamar Associates I TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B00-0025 Job Address : 736 FOREST RD Status . . . : ISSUED Location. . _ : 736 FOREST RD Applied. . : 03/16/2000 Parcel No. . : 2101-072-11-018 Issued. . . : 03/30/2000 Project No. : PRJ99-0332 Expires . . : 09/26/2000 APPLICANT BECK & ASSOCIATES, INC Phone : 970-949-1800 P 0 BOX 4030, VAIL CO 81658 CONTRACTOR BECK & ASSOCIATES, INC Phone: 970-949-1800 P 0 BOX 4030, VAIL CO 81658 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 TOV/Comm. Dev. . Description: Clean-Up Deposit Refund REMODEL EXISTING HOME AND ADD GRFA approved Occupancy: R3 Single Family Residegbl@ount `1506.61D Type Construction: V N Type V Non-Rated date z �. Type Occupancy: Valuation: 406, 698 Add Sq Ft : 1994 Fireplace Information: Restricted: Y #Ot Gas Appliances: *Of Gas Logs: #Of Wood/pallet: FEE SUMMARY +++t++++wwWWwwwwxwWW++++++++YYwYwwYwYYWWwW+WwWWwW*...w *. Building-----> 1,969.00 Restuarant Plan Review--> .00 Total calculated Fees---> 4,249.30 Plan Check---> 1,279.20 DRB Fee-----------------> 200.00 Additional Fees---------> .00 Investigation. .00 Recreation Fee----------> 299.10 Total Permit Fee > 4,249.30 Will Call----> 3.00 Clean-Up Deposit--------> 500.00 Paymentn----------------> 4,249.30 TOTAL FEES--------------a 4,249.30 BALANCE DUE-------------> _00 YWYxYWY++wwwWWw+WWYYYYY+YwYwwYWwwWwWw+x+YwYYYYYYYWWw++Y++wWYYYYxYYxYYw+Www++Wa++WYWWYYYYYYYtYYYWwWYYw**YYYtYY#YYYYYx++WYYWi*+w#+W+ Item: 05100 BUILDING DEPARTMENT De t : BUILDING Division: 03/16/2000 JRM Action: NOTE PLANS TO JRMp 03/17/2000 JRM Action: APPR appeprlans redlined 03/23/2000 KATHY Action: NOTE PLANNING SET TO JR Item: 05400 PLANNING DEPARTMENT De t : PLANNING Division: 03/16/2000 JRM Action: NOTE PLANS TO ANNpK 03/23/2000 AKJERULF Action: APPR Approved Item: 05600 FIRE DEPARTMENT Dept : FIRE Division: 03/16/2000 JRM Action: APPR N/A Item: 05500 PUBLIC WORKS Dept : PUB WORK Division: 03/16/2000 JRM Action: NOTE REQ REVIEW FROM LEONARD 03/29/2000 JRM Action: APPR approved per leonard xYWWYWw++WW+WwWW++wYYYYYYYYYWw+wWWWYWWWYYYYYYwYWYWwW+++++i+WYYYY+YYYWWwYWWw WWwwWY+YY+xYYYYYYYYYYYY++Y***W+W#*w*#*##WYWWWW++Www+++# See Page 2 of this Document for any conditions that may apply to this permit . DECLARATIONS I hereby acknowledge that I have read this application, tilled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and'plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-213a OR AT OUR OFFICE FROM 2:00 AM S:00 PM Send Clean-Up Deposit To: BECK AND ASSOCIATES SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER CONDITIONS Permit # : B00-0025 as of 03/30/00 Status : ISSUED Permit Type: ADD/ALT MF BUILD PERMIT Applied: 03/16/2000 Applicant : BECK & ASSOCIATES, INC Issued: 03/30/2000 970-949-1800 To Expire: 09/26/2000 Job Address: Location: 736 FOREST RD Parcel No: 2101-072-11-018 Description: REMODEL EXISTING HOME AND ADD GRFA Conditions : 1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2 . ALL PENETRATIONS IN WALLS, CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. 3 . SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC. 310 .6 . 1 OF THE 1997 UBC. 4 . FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. +#+#+##+#######++#####+#ww+wwwwww+##+w#w####++###############++# TOWN OF VAIL, COLORADO Statemnt ++######+##++#wwww##ww++www##+#+w#########+#ww#+++###+#+#+#####w Statemnt Number: REC-0611 Amount: 4,249.30 03/30/00 08:55 Payment Method: 4119 Notation: BECK & ASSOC. Init: JN ---------------------- ------------------------------------------ Permit No: B00-0025 Type: A-MF ADD/ALT MF BUILD PER Parcel No: 2102-072-11-018 Site Address: 736 FOREST RD Location: 736 FOREST RD Total Fees: 4,249.30 This Payment 4,249.30 Total ALL Pmts: 4,249.30 Balance: .00 Account Code Description Amount BP 00100003111100 BUILDING PERMIT FEES 1,968.00 DR 00100003112200 DESIGN REVIEW FEES 200.00 PF 00100003112300 PLAN CHECK FEES 1,279.20 AD D2-DEP08 CLEANUP DEPOSITS 500.00 RF 11100003112700 RECREATION FEES 299.10 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 b W a b qq N N O o l a t o w O � 1 I I aha I a w ti w 4 I I r E F E. z o o a W q l 0 1 0 0 x O O M rp N N N Q I I I R I O O I I I N h F qq Z b i b i o ri p o l o t o O I I H O + O I O p I I � I W t R W RC A a F F I E N Z o 0 0 ] V�❑ O 1 0 1 0 F 00 O PK FL£ o l o + o U p w 4 o l o 0 a I ❑ I N r N N w P4 R I + x w W W I N a a F o a Q \ H R N H o U1 h \ W Ir Q ¢ W O fI F o O q O E k \ A @I rM H w x a N w F 'a I r I o IA N Q) O J� O b N f U O rn w r+ Z N n p IQ N N H q O o H I H I Fi U a N N g w O W W R O O OW O O W \ r F.l q l I a 0 O E- 0 O oWE 4 \ri rl I U V 67 R � z CK :E> H o £ I Q rn a E V u q F w O O U $Q w l ' n w F H F R ftK7 GU r cq w O 3 U F rC a t7 G�iGE I F 0 A 0 j%&AR-22-99 14 : 31 FROM:TOV-COM-DEV-DEPT. ID:97047924S2 PAGE 1/7 ■ TOWN OF VA&ONSTRUCTION PERMIT A LICATION FORK} tNFQRMATiQN MUST BE COMPLETE OR Tin APPLICATION WILL BE RL ECTED Contact the Eagle County Assessors Office at 970-328-8640 for Parcel It 12k Parcel#_ Z 1 b 10 7 Z !! Q(_ Date: Z/ fin Permit#z m- oat Job Name: r v Job Address: Building QV Plumbing( ) Elecaicai( } Mechanical( ) Ocher( ) Lcgal Description: Lot 1 1 BIock 1 Filing (, Subdivision VA" U. [far r• u JE�NJ(clCO SCAA 0 Owners Name: Fj r r�,�� C�►•. p<.r✓/Address: M L. *It :,�a r G— +► , Phone# j!2 3 -7�`f' �a�$9 - 72.33 9 C�•:4,I �I44 z ArChlEeCt:�,l r vy. F,_!Z c:; cyc L Address: - E �v�,?c�..� d C0_d,f51! Z,_ Phones# 3c)-7i-7]3 c?5 7g De=ipt ou of Job: /Q C,�, d r. Cx, w �, CD�QxIt� 4- ad&t ncr Work Class: New ( ) Alteration Additional(X) Repair( ) Ocher( } Nuxnbcr of DweAing Units: Z Dt)�' Number of Accommodation Units: Number and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet _ VALUATIONS BUILDING: S q © ELECTRICAL: S OTHI E: PLUMBING S MECHANICAL,S TOTALS CONTRACTOR INFORMATION General Contractor � �c `t" P�'f+�c- int Address: /�7 D it.26 Town of Vail Registration No_ ill A Phonc# 17b `3 N 1 1 !50.o _ Electrical Contractor- Address: JcJ D Town of Vail Registration No_ Phone n Plumhin2 Contractor: Address: Town of Vail Registration No. Phone# Mechanical Contractor: Address: Town of Vail Registration No. Phone# FOR OFFICE USE TYPE GROUP SO. FT. VALUATION BUILDING: SIGNATURE: ZONING: 17 SIGNATURE: r CLEAN UP DEPOSIT REFUND TO: By ,MAR-22-99 14 : 31 FROM : TOV-COM-DEV-DEPT. ID=9704792452 PAGE 2/7 v TO: ALL CONTRACTORS CURRENTLY REGISTERED W E THE TOWN OF VAIL FROM: TOWN OF VAIL PUBLIC WORKS AND CONWU1`,=DEVELOPEML'N7 DATE: 3AIWARY 1, 1999 SUBJECT: CONSTRUCTION PARKING AND MATERIAL STORAGE CODE 5-2-1o_ pIEPOSITS ON PUBLIC WAYS PROHIBITED A_ Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered,tracked or deposited,sand,gravel,rocks,mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place,or any portion thereof. B. Notice, Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A h=4 or who has in the Director's employment a person who violates or causes another to violate the same,top remove such sand,gmvel,rocks,mud,dirt, snow, ice or any other debris or material within, twenty four(24)hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified,the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks,stud, dirt,snow,ice, debris or any other material to be removed from any street or alley at the expense of rhe notified. C_ Exceptions: "File provisions of subsection A hereof shall not be applicable: 1. Within the immediate area of any construction,maintenance or repair project of any street or alley or of any water main,sewer main, electricity line, gas line,telephone line or any appurtenance thereto; 2_ To deposits of sand, dirt or materials necessary for the protection of the public safety; and 3. To public areas designated for the dumping or depositing of said materials_ D_ Suzrmaons, Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-I of this code. E. Notice, Pendry: It is unlawful for any person to fail or refuse to comply with the notice of The Director of Public Works as provided in subsection B hereof and any such person shall,in addition to payment of the expense of i=noval incurred by the Director of Public Works,as provided in subsection B hereof,upon being found guilty of a violation hereunder,be punishable as provided in Section 1-4-I of this Code. (1997 Code: Ordinance 6 (1979) Read and acknowledged by: Position or Relationship to.Projeet: (i.e.coniCactor or owner) Darc_ /G as MAR-22-99 14 : 32 FROM= TOV-COM-DEV-DEPT. ID =9704792452 PAGE 3/7 t I A TOWN OF VAR 42a • A Depamnenr of Community Development 75 South Fronrage Road Yail, Colorado 81657 970-479-2138 TM FAX 970-479-2452 BUILDING PERMIT ISSU-ANI CE TIM ERA,vilc If this permit requires a Town of Vail Fire Department Approval,Engineer's(Public Works) review and approval, a Planning Department review of Health Depar went revie�N, and a review by the Building Departmellt,the estimated time for a total review may take as long as three(3) weeks. All commercial(large or shall) and all multi-family permits well have to follow the above mentioned maximum requirements. Rcsidmtial and small proles should take a lesser amount of time. However,if residential or smaller projects impact the various above mentioned departments with regard to necessary review,these projects may also take the three(3)week period. Every attempt will be made by this departnnerrt to(�cpedite this permit as soon as possible. I,the undersigned,understand the Plan Check procedure and time frame. I also understand that if the permit is not picked up by the expiration date,that I must still pay the Plass Check Fee and that if I fail to do so it may affect future permits that I apply for, eed to by: T Project Name- Date: Work sheet was turned iuto the Comm miry Development Dept. IV RP7'C7P�P.SPf� 'MAR-22-99 14 : 32 FROM= TOV-COM-DEV-DEFT. ID: 9704792452 PAGE 4/7 MEMOMANDUM TO: ALL CONTRACTORS FROM: TOWN OF VAI L PUBLIC WORKS DATE: JANUARY 1, 1999 RE: WHEN A"PUBLIC WAY PERNHT-IS REQUIRED JOB NAME-- DATE: AMEDATE: Z PLEASE ANSWER THE FOLLOWING QUESTIONNAIRE REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": 1. Is this a new residence? YES NO X 2. Is demolition,.work being performed That requires the usG of the Right-of--Way,casements or public property? YESX NO 3. Is arty utility work needed? YES —X NO 4, Is the driveway being repaved? YES )( NO 5. Is a different access needed to the site other than the existing driveway? YES NO_x- 6. Is any drainage work being done that affects the Right-of-Way,easeme ts,or public propercy? YES NOS 7. Is a"Revocable Right-of--Way Permit"required? YES NO S. A. Is the Riot-of--Way,easements or public property to be used for stagin_parking or fencing? YES _ NO B. If D to SA,is a parking,staging or fencing plan required by Community Development? YES NO If you answered YES to any of these questions,a'"Public Way Permit"must be obtained. "Public Way PenniC applications may be obtained at the Public Work's office or at Community 'Development- If you have any questions please call Leonard Sandoval from Public Works at 479-2199- I HAVE READ ANT)ANSWERED ALL THE ABOVE QUESTIONS. Contractor Signature Company Name Datc: Z /L 6 filar-01-00 12:08pm From-TOWN OF VA USLIC WORKS 9704792166 T-815 P.02/02 F-377 311100 TOI-VA! 0 V___ IL TOWN OF VAIL CONSTRUCTION PARKING INFORMATION SHEET ADDRESS: 736 W. FOREST RD. PROJECT MANAGER: SCOTT AMARIAL d — Czl-Lr COMPANY NAME= BECK AND ASSOCIATES APPLIED FOR PARKING PLAN NO NEW HOUSE OR CONQITIONS FOR APPROVAL AND PARKING PLAN INSTRUCTIONS: 1) NO PARKING IN STREET ALLOWED 2) DEMO STAGING PLAN ONLY. MUST PROVIDE NEW STAGING PLAN APRIL 15, 00 3) PARKING IN STEET ONLY ALLOWED WHEN UNLOADING OF EQUIPMENT. 4) NO STAGING OF DUMP TRUCKS ON STREET AT CONSTRUCTION SITE 5) YOUR APPROVED TRAFFIC CONTROL WILL BE REQUIRED WHEN WORKING WITHIN RIGHT OF WAY 6) 7) HOLY CROSS ELECTRIC WILL BE WORKING IN AREA. THE STREET CANNOT BE CLOSED . AT LEAST 14' OF ACCESS WILL BE REQUIRED FOR EMERENGCY 8) VEHICLES, 9) VAIL ASSOC. RUNS SNOW CATS UP W. FOREST RD. BE AWARE OF THEIR ACTIVITY. OTHER INFORMATION : MUST CONTACT TOWN OF VAIL CONSTRUCTION INSPECTOR }F ANY CHANGES TO THE APPROVED STAGING PLAN OCCUR. 390-4677 CELL 479-2196 OFFICE 02/29/2000 03: 59 30340346 1 FAMILY ENVIROM�TAL PAGE 02 ikS• K` ° "W men F1� 4 j � .1� i i I? •ilC ,� s1, r 11� men February 29,2000 Beck and Assc. ScouAmaral P.O. Box 4030 Vail,CO 51658 RE: Asbestos"sampling and Results 736 Forest Rd. Vail,CO As requested, Family Environmental Compliance Services, Inc.conducted asbestos sampling and inspection at the above referenced location. The purpose of the asbestos sampling was to document what materials may contain asbestos prior to any scheduled renovation. Family Environmental Compliance Services, Inc.reviewed the analytical results to assist the contractor in developing an abatement strategy before any demolition or renovation activities could commence_ The following table is a summary of our fundings. TABLE SUMMARY OF ASBESTOS CONTAINING MATERIALS 736 Forest Rd,Vail CO Sample Date Descripiion PLM Results Number sol 2/25/2000 Surfacing material at tape joint P floor east ND bedroom bath room ceiling_ S02 2/25/2000 Surfacing material of ceiling in closet 3`8 floor east ND bedroom 503 2/25/2000 Cotner bead top of stairs ND SO4 2/25/2000 Surfacing material behind map on wal of kitchen isle ND S05 2/25/2000 Surfacing material at toe joint near smoke alarm ND S06 2/25/2000 Surfacing material living room skin troweled ND S07 ?2/25/2000 Tape joint arae ND ND-None Detected • State and Federal regulatory agencies require the removal of asbestos if it will be disturbed during building renovation or demolition activities. In general,asbestos falls into two(2)categories_ 1) Friable asbestos,which is asbestos that can be easily crumbled under hand pressure.Friable asbestos is strictly regulated and must be removed?I a certified asbestos abatement contractor prior to building renovation or demolition-. 2) Non-Friable asbestos that can easily become friable if damaged.These materials are also strictly regulated and must be removed by a certified asbestos abatement contractor prior to building renovation or demolition.No not;- friable asbestos was identified. 3650 Chestnut Place • Denver.Colorado 80216 Phone.:303-296'6022 1 Fax:303-292-1451 - E—mail:famenvMAOLcom 02/29/2080 08:59 3034034621 FAMILYPAGE 03 �NN� AL / -J Pugcf� o ----------- �������~�� �������7�� ^���/�x~x� `���x�x� � n.w|}w�xxxUkxll7xxwxLy3(x Oucrr& rnOuCcr\u. - � SxNpi,I, No: c>Z- DESCRIPTION� LAYLKb. Y ` � 7Z�- ' (l}\'0K.- _ V!�,/ ' 7�5 l[XTUy|-,"- Fx|xBLC: . '_ ___-_-_-__ ------------- ------------'----' _ � ' � -. ^^� ^'--- ------'-------- �|011V1,1OGEN.,[0us,___.���_ ___� - - -� _ -�- .' --' -'------Col,olkl NORTII N0RPHOLOGY: 4, __-______-__- ____--------- ------------- zL_L' 6XT|*C r10N� LL0N(71 ATI ON: [}i�YSOT|L[� �m8S|T!:� [ROC }0LTI: � ANTI f0}`|1OL|T-� rnE,%1,0L|TIi: A[T|NOUT[ As1)U11,Q5, -� ' F||}ERGLASS: sYNiTH|3|[5� «[R�YI|CUL|TE- %1ATI-I'K|AL ADDlT]0N8LCONN,ICNNTS: AUuo,;qucmmcb| hIcrxwith ill the sanicsmp)care ano)yzcJand rcportcdiodividuui\yand anoveraU/lnm} sample%,i,bempocmn/ml. isOlen Jc�cm,,incdoxdrcponcd- - A\ - DATE: -_ - � � 02/23/2000 88:59 3e34034621 FAMILY ENVIROM AL PAGE 04 � page 2— of_��� � ���7������ �Z����D7�� �����`��u� yx����^ x oVI.K xx^Ixxo cuaNrS" ,xmu1:0. m. 7,36 � 3Am)`iE�n- --- DEScaiPT(ON' LAYLKS� Y COCOK: T[XTUm�' F�|&B�t� --------------' --------'------ ----------���� \lI|8LEFIBEn5� EST *5R6STO5: -- r � - - COLOR: ��/� (~ �� �_)� _-��4��`��___- --'�-----'—'---- --------------- --'------------ PLEO[|�1-1016W: C XT( [T|C IN; CL0NGATI 0IN� _ __ _- � ----'---------- AHOs[[L. CKOC|OCIIUTr. A Ni TUOp||OL|TL: TRL���UTF/� ACTlNOL!TE �IS l-E_�-W-1 i� �,,= ".wv/ / CELLULOS[' L '---_ ____�z-_''-__.' --------------- � ------���� SYNT|lUT|CS: ________________ ___------_-___-_ -___------------- -------------� vERx11[1JL|TL: 0'\l'1}]( 9-Ai___- _------'-----'--- ' ------ HATU|AL u�m��x��z�� _--~=�^�'------' -----'---'------' -------- nVm^uL`o`nLz ADDITIONAL [DNNLNTS: All mniquc |rv(oid |uyus w.N`<o U`c smicon1p\c mrcuun|yzcd andrcpoucd individually and an ovcmUAola\ mmpic 1110nubcocpcoumuis /11coJd�n�i:cdzndmpo/(��� xoDVA uxr['n D/\TE�� ANALYST:� 02129/2000 08:59 3034034 FAMILY ENVIROM�AL PAGE 05 CHAIN OF CUSTODY Fan-iiliy Ana[yfiC2! Labuat0ly Serv'ceS, Inc. 3(350 Chestnut Face IDenver, CO 60216 3 296-6022 ..i. I •-�.��it�?{Cy pr,RCriiHiC+;t f�c�lrei�UnC 1�'• )' i r I o � IT 0 1 ! 5 3 Ca S O '+ ' 56 �- �oc. � �-- ("7:)Tu:n Aro e-Ti.; Fi[;i;1q U:c'�CC VY: _._.._._— _�_ — v:::C Z'2� v V F;ei.e iv C.0 ny• ���:/V C 1f-.L' C i,eeNnQJisbnC EV --' c— ^r Ry' By: Ciy: --� 02129/2000 08: 59 3034034FAMILY ENVIRON AL PAGE 06 ASBESTOS CF RTIrXC A.tX'IOI� _ STATE OF COLORADO Colorado vcpirtrtient of Public Health, • :1 I1 C1 T11�`L1"OT1111�I7t Pol.lutiO!i Control Divisioll TI>;s e:ertifics t11t1ti _11t1Cl Rolf Ccrtifi.c.itic:n No. 151 0-Sz9I- 11"Is met the �,f 2.S-7-507, C.R.S. zl)ld A' I (�u;llity Co�ltl-ol Co31ui1»doll Re ;ul;> igtl \o. 5,' Fart I3, and is ]lel cby certified by the stMe of C0101 '1 0 ill the following disciplillc: BUILDING G INSPECTOR' Issued: C5113iIcc9 LaPires: 0`11312000 lthh� AulhuriN- APl 3 �•('Pj"cSvf1U1iVc This cerrificure is e-clie orv with she po<<rssio,t of currPnr HER.•1 certification in ilia discipline cpccificd ohaie. Record >7umbc-r: 2,50 02f25I2000 08: 59 3034034 FAMILY ENVIROMWL PAGE 07 Based on our review. Family Environmental Cotnpliance Services, Inc.recommends the following: Our only recommendation is that you keep dust and debris to a minimum and air flow. If you find any material you suspect be sure to have them sampled and analyzed. Reasonable effort was made by Family Environmental Compliance Services,Inc.to locate and sample suspect materials. However,for any structure,the existence of unique or concealed asbestos containing materials and debris is a possibility. Family Environmental does not warrant,guarantee,or profess to have the ability to locate or identify all asbestos containing material in this structure_ I have attached copies of the laboratory results and my certification. Should you have any questions or require additional information,please feel free to contact Bemard Hurley or Samuel Rolf at(303)296-6022- Sincerely, Sw nuel Rolf, Asbestos Building Inspector Family Environmental Compliance Services,Inc. r � { �•*s. T {yl k info -.S 5--�•l L' .;� -=;•1 � '...!j 1, ";7�z�� i J�7'�-� r 4 !. A.1 Pv ALI SCA 1�''��# t 3 3 t J. a•t y k e E , , rl T 10 raf k ` S , i 'od . � ta 41 ..�IT fI i. i3 12 ! � 10 13 1 ri BLOCK 10 E kmEME t 10.06 Ito 10.08 114.84 H LINE NI L942 . N P �. cup NQ DiITA TM 1 t 1006 .o� Nri ;. Is 3 P 74 7 . ! "S is 4 9.-Ifi a 1Deevy'��-.c- ". -. - 1-..Page.... .Joan Nolen- X00-002ne. From: Brent Wilson To: Building_Division; Comm Dev Planners Date: 9/12/00 8:14AM Subject: B00-0025-the Deevy Residence Contrary to town staff advisement, the contractor on this project painted the Deevy unit a different color than the existing adjacent duplex unit. We cannot issue a TCO until both units are painted the same color. I have spoken to Scott from Beck& Associates and we are getting a bond to make sure the unit gets painted to match. I know, I know, I could give a half a pooh either- but this is a code Violation. Thanks for your cooperation. J dc 11MC, I "I 7'7 PM Boyle Frigineering, Lnc. Date_ 9-8-2000 1,113 L.Meadov.,Drive, Suite "90 Job Number: 2001 Fail. Colorado 8I67 Project: Deevy Remodel Location: Vail,Colorado Contractor: Beck and Associates Owner: The Decvv',; Weather: Partly cloody. 71 deg Prusciii.at Situ Tim Royle Scott Amaral Bill Reslock 7233 V Costilla Place Englewood,Colorado 80112 Field Report The following items were observed: File purpose of this inspection was to review the roof framing over the stair area that modified from manufactured trusses to stick framing. I have determined that this area was framed per To the attached sketches y%,hich I had reviewed and approved during the construction process. I hereby approve of this area of the roof as framed. Please f�ei free to call me if 'Ons or comments on this project. R -Peet Subni'tte % EE by M. Timot C)o President fr* � OID Cc: Bi I I Anderson Scott Amaral e. Amaral D A 11/2C.0TEme: 1 11 i` PPA -- _-,- _ ....._., r k � _ : 1 I, : FF i -, _ r _ _ i - �/ / A1C o 0 j` 14 f'j r am F OF+Cp.y�� Pcwl_ Tv. _ott Nm;7i ii. Dutu 'l11.-''(:,X: T:me'. 14., =!-'IJ- -,_- -- i ' ` I i.it /� �• �. .: 3 •,, rte', `� f c r. MicN,� ��'Z.••�t�v7 E'f'a;fr q • - r.� - j44} . • J � 00 hr 'TV/ r w � .i mm A r ) J7 V � a IL ul -st c V N 3 -7 IL 5Nf5.i , ep 09 - •`ism-... - r. .rte . . � J I Q _b i - ' �I E ;t 7 to 4 N � _ 1 h.. *� • f � - �Nl�•s� � I 1 Olot moi \ , f Apr--25-00 12 :07P William Reslack, A. T .A P_02 �M1CMq,, rte� apa�an•e v1°�`'�T�'�°•� 7 aO �0 1 4 w _ 4 . 'p a t?CEVY O N I-7 r UOPY RECEIVED �oti-rt� JUN �. 2 2000 TOV-COM.DEV. I't s o t1q- 03a i' �pp•ppZS • Apr-25-00 12 =08P William F . Reslock , A_ Z .A 1 P. 03 NA .1 • 110.00 0 jio, 74965 :m �a-- {UN J U t f I fl -> t;);zAi J G Lj IP I t--,rT�} - f " i 40. P.02/03 . Pavl�k G4olmeFafea�.mac. - aosty Road IS4 ' Gka'� .�monads 81601 Phots:970-�tS• Fir:!'JO-�1S-ir4Sd , hp0ao�hpgaateeb.00n� April 24, 2.000 e e v Beck and Associates Atte. SCott Amaral Q �. P.O. Box 4030 Vail, Colorado 81658 Job No,100 309 f Subject: Observation of Excavation,.Proposed Additions td Existing Reodemee, Lot 11. Block 1, Vail Village, 6-1 Filing, 736 Forest F.W. VAR. Colorado Dear W. Amaral: As requested., a representative of$epw0ah-Paw1Ak Geotxhnical, lac. observed the excavations at the subject site on Aprd 6 and April 19, 2000 to evaluate the materials exposed for bundation support. The findings of our work and reeommendatians for the foundation design are presented in this report. The work was done in accordance with our agreenmt for geot=hdiCal engineering services io"Beck and Associates, dated April 4. 2000. Chea and Associates previously observed the odgival home Nmdadon excavation as described to a letter dated June 12,1479, Their-Job Number 181435. The proposed addido s will be a two story wood ftme structure over a crawl spore, similar to tie existing house. Tire:Smaller addition in on the south side of the house and the larger addition is on the southwest corner of the house. The original house fb=datfons were des*ned for an allowable bearing pressure of 2000 psf. At the time of our visit to the site, the foundation,exsavhtiou for.the smaller south addition had been cut in one level about 6 feet below�&e Adjacodt ground surface. The materials cgosed in the bottom of the excavation cmiswd,Of sandstone bedrocr. Thcre was about 5 Inches of free water in the exeav4o& We undastand the conttaaor Proposes to Tonle the water around the south side of the house tawards the west. A new pad footing cacavadon and naa-b�wall in the existing crawl space were observed to be dug into the natural silty sawdy gavel sow. Upon our subsequent Viso to rhe site, the fouadatma excavation for the larger addition on lite southwest cornea had been Completed and art in out level up to 6 feet below the surrovndirtg grade. The makrials.eaposed in the bvttam of the ezeavadon consisted of batd gray sandsmue bedrock. bftwr water seepage was observed about 2 foot above rhe bum=of the excgvatm on the south We. Ewtbg waU backfill was observed adjacent to the existing residawc err the northwest corner of the large Addition . rx.i VJ . - • - Beck and Aywg • _ April 24, 2 Page 2 excavation. The fill is about 2 fta wide and appauently about 6 feet deep. We understand duet the new fmndation wails will be doweled into the existing foundation and the new foundation will span the old foundation wall bacUll- Considering the renditions exposed In the =avadon acrd the nature of the proposed consmwfion, spread footings placed on the undisturbed bedrock or gravel soils designed for an allowable bearing pressure of 2004 psf shauld.be a&qua►tc for support of the Proposed addition. Footings should be a minim width of 16 inches for contimom walls and 2 feet for columns. Loose and disturbed soils (and any existing filo in footing areas should be removed and the bew*level Extended down to the undisturbed natural soils or bedrock. Exterior footings should be provided with a&dttate soil cover Abovc their bearing elevations for frust protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foodation was acting as retaining structures should be deftwd til resist a lateral earth pressure based an an equivalent fluid unit weight of at least SO pcf for onsite sod as backfW. A perimeter foundation drain should be provided to prevent ttmtporary buildup of bydrostatic pressure behind the walls and prevent wetting of the Iowa bevel. Screened rock placed around the perimeter foundattion draw should mud up to above any seepage encountered in the excavation. Structural till placed within floor slab areas (if any)cera consist of the on-alto soils compacted to at least 95% of standard Proctor density at a moisture contM DW optimum. BacMI placed arauhd the scntcaue.shot:ld be compacted and the surface graded to prevent ponding within at least 10 feet of the building_ The rocommmdatrons submitted in this letter are baste on our obawvation of the foundation excavation. This study is based on the assumption that materials breath the footings have equal or better support than those exposed. The risk of fo udation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. We should bo informed of any variations in the exposed stabgrade coadicioas for possute c<Mps to the recommendatiow contained in this utter. If there are any questions or if we maybe of further assistance,please let us know. Sincerely, _ HEPWORTH-PAWI AIS 1IC�1L, INC. Daniel E. Hardin, P. 24443 DEHJYan NAL h-P GEoTECH TOTAL P.03 0 • TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES DEMO. OF PART/ALL BUDG. Permit # : Doo-0009 Job Address: 736 FOREST RD Applied. . : pStatus . . . : ISSUED SUED 000 Location. . . : 736 FOREST RD Issued 03/20/2000 Parcel No. . : 2101-072-11-018 Expires . . : 09/16/2000 Project NO. : PRJ99-0332 Phone: 970-949-1800 APPLICANT PEOXBOX 40030, VAIL COC81658 Phone: 970-949-1800 CONTRACTOR PE0 BOX 4030, VAIL CO81658 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 Description: INTERIOR DEMO Occupancy: R3 Single Family Residence Type Construction: V 1-HR Type V 1-Hour Type Occupancy: Valuation: 504 Add Sq Ft : #Of Qac Logs: t!0£ Wood/Pallet: Fireplace Information: Restricted: HOf Gas Appliances: FEE SUMMARY wkiW'Wwf"A'Wwl+k+i+iwwxii+iW+ik+w+Www##WY+'*'w*wwwkwxiWWrwwi+li 56.00 +ww#irrrlwfwwww►w++x.+aWwrx+wx+i+Wrxwx++WWrrww+i+wr+iiir*** 00 Total Calculated Fees---> _00 20.00 Restuarant Plan Review--> Additional Fees-------- -> Building---- a _, 20.00 _ 56.00 Plan Check---> 3.3.00 DRB Fee---- -- -'---_ .00 Total Pei-mit Fea-- _--> __� 56.00 lnveetigation> .00 Recreation Fee---- ""_ .00 Payments----•-----'-- Will Call----a 3-00 Clean-Up Deposit--------> 56-00 flALANCE DUE- ------- .00 TOTAL FEES- ------ *w*wWwWYrw wwwWWWtkww'ww*WWww+Y+w*wiWYrWww*#W Wf WwfwiWril+iirWr+YWlrf+r+rW kWrw ki rww+*#awf W'iwrwWl,w+iwwWW+wwi+f+lrwwi+wwxiWwwwi+wwwwW+iW Dept: BUILDING Division: Item: 05100 BUILDING DEARTMENT Acti 03/20/2000 JRM on: Ap R APPROVED Dept . PLANNING Division: It m: 05400 PLANNING DEPARTMENT Division: 0320/2000 JRM Action: APPR N/A Dept. FIRE It m: 05600 FIRE DEPARTMENT Dept PUB WORK Division: 0 320/2000 JRM Action: APPR N/A Item: 05500 PUBLIC WORKS Dept: HEALTH Division: Item: 05700 ENVIRONMENTAL HEALTH Dept: CLERK Division: Item: 05900 LIQUOR Wrrkwww*Ww'Fwwwww+wwkww+w+k*4Wwwww#wwWwwWiiiwWwwixxiiWiiiiw+wiwYwiwwWwliiWW+www+k►i/iWWiwww+4iwWf+wwiWwwMiwxWfwiiiWWwwwWWwi+++iWwwi y apply to this permit . See Page 2 of this Document for any conditions that ma DECLARATIONS ted an I hereby acknowledge ehattI hinforead this application, on provided no filledrod out correct1l lhagreoo tocomption with theeinfo mation andµplot plan, plan, and state the applicable thereto. to comply with all Town ordinancee and state low a, and to build this structure according to the Towne zoning end subdivision codes, design review approved, Uniform Buildingcode and other ordinances of the Town app REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE�q�33B OR AT OUR OFF IFROM a:00 AM 5:Oo PM SIANATURR OF OWNER Cf-ORR CONTRACTOR FOR HIMSELF ANO OWNER Send Clean-Up Deposit To: BECK AND ASSOC CONDITIONS Permit # : D00-0009 as of 03/20/00 Status : ISSUED Permit Type: DEMO. OF PART/ALL BURG. Applied: 03/20/2000 Applicant: BECK & ASSOCIATES, INC Issued: 03/20/2000 970-949-1800 To Expire: 09/16/2000 Job Address : Location: 736 FOREST RD Parcel No: 2101-072-11-018 Description: INTERIOR DEMO Conditions : 1 . THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479-2250 . 2 . FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. 3 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. TOWN OF VAIL, COLORADO Statemnt Statemnt Number: REC-0610 Amount: 56 . 00 03/20/00 09: 59 Payment Method: CK Notation: 581 Init : JRM ----------------------------------------------------------------- Permit No: D00-0009 Type: A-DEMO DEMO. OF PART/ALL BU Parcel No: 2101-072-11-018 Site Address : 736 FOREST RD Location: 736 FOREST RD Total Fees : 56 . 00 This Payment 56 . 00 Total ALL Pmts : 56 . 00 Balance: . 00 Account Code Description Amount BP 00100003111100 BUILDING PERMIT FEES 20 . 00 DR 00100003112200 DESIGN REVIEW FEES 20 . 00 PF 00100003112300 PLAN CHECK FEES 13 . 00 WC 00100003112800 WILL CALL INSPECTION FEE 3 . 00 ~ APPLICATIAILL NOT BE ACCEPTED IF INCOMPLabR UNSI En_q Project#: '4J g Building Permit#: 800 DOL.' 970-479-2149(Inspections) TOWN OF w�L '� TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical,plumbing,mechanical,etc.! 75 S. Frontage Rd. Vail, Colorado 81657 Contact Ea le Coun Assessors Office at 970-328-8540 or visit www.ea le-coun .com for Parcel# Parcel # Job Name: Job Address: Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Architect/Designer: Address: Phone: Engineer: Address: Phone: Detailed description of 1L�Y D Do — (D Work Class: New ( ) Addition ( ) Remodel ( } Repair( ) Dema Other ( ) Work Type: Interior ( ) Exterior( ) Both ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family( } Two-family ( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No[Type of Fireplaces Existing: Gas Appliances Gas Los Wood Pellet Wood Burnin NofType of Fire laces Pro osed: Gas Appliances Gas Los Wood Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) 11 Does a Fire Sprinkler System Exist: Yes ( ) No ( ) COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor &Materials) BUILDING: $A Q a� ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ REFUND CLEANUP DEPOSIT TO: CONTRACTOR INFORMATION General ntractor: Town of Vail Reg. No.: Con—11 tact and Phone #'s: Contractor Signature: ************ *************************FOR OFFICE USE ' sar € NI s �F � . W R/eve ryone/forms/bl dgperm TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit # : M00-0043 Job Address . . . : 736 FOREST RD Status . . . : ISSUED Location. . . . . . : 736 FOREST RD Applied. . : 05/15/2000 Parcel No. . . . . : 2101-072-11-018 Issued. . . : 05/19/2000 Project Number: PRJ99-0332 Expires . . : 11/15/2000 APPLICANT AST AND MCFERRIN PLUMBING & HE Phone: 970-926-5862 P.O. BOX 1303 , EDWARDS, CO, 0210 EDWARDS VILLAGE BLVD. 81632 CONTRACTOR AST AND MCFERRIN PLUMBING & HE Phone : 970-926-5862 P.O. BOX 1303 , EDWARDS, CO, 0210 EDWARDS VILLAGE BLVD. 81632 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 Description: Valuation: 30 , 000 . 00 NEW RADIANT HEAT SYSTEM ONLY (VENTING BY OTHERS) Fireplace Tnformation: Restricted: Y #O£ Gas Appliances: #Of Gas Loge: #of Wood/Pa17.et: irtiii*i+ii+iiW*i++ii+*YW*w*#ii*rtw**wrt*w#*YYiY*****rtii+**Y** FEE SUMMARY Mechanical---> 600.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 753.00 Plan Check---> 150.00 DRB Fee-----------------> .00 Additional Fees---------> .00 Investigation> .00 TOTAL FEES--------------> 753.00 Total Permit Fee--------> 753.00 Will Call---- 3.00 Payments----- > 753.00 BALANCE DUE-------------> .00 +iiirtwi*ilitiiiwiiiiY#iYWwiliiYYrtwYY**itirtY**Yrt*i*irti#Y*+w***iiiirtwwrt*rti+ii#rt**wi.rii+ ********ii#i#*i+#ii++itiiwii+#+i+i*'wtii#+ki1 Item: 05100 BUILDING DEPARTMENT Deppt : BUILDING Division: 05/16/2000 KATHY Action: NOTE ROUTED TO JRM 05/17/2000 JRM Action: APPR aPPROVED Item: 05600 FIRE DEPARTMENT Dept : FIRE Division: 05/16/2000 KATHY Action: APPR N/A CONDITION OF APPROVAL 1 . FIELD INSPECTIONS ARE RE UIRED TO CHECK FOR CODE COMPLIANCE . 2 . COMBUSTION AIR IS REQUIR D PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC_ 3 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC CHAPTER 10 OF THE 1997 IMC. 4 . GAS APPLIANCES SHALL BE VENTEh ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC. 806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. 5 . ACCESS TO HEATING EgUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC. 1017 OF THE 19977 UMC AND CHAPTER 3 OF THE 1997 IMC. 6 . BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. 7 . PERMIT PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL ROOM PkIOR TO AN INSPECTION REQUEST. 8 . DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004 . 6 OF THE 1997 IMC. 0 • DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 3:00 AM 5:00 PM SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *+*++}+#*++ww+*+++++++++w4,+#+++++++w++++*+++++#*+++++++�w++++++* TOWN OF VAIL, COLORADO Statemnt Statemnt Number: REC-0631 Amount: 753.00 05/19/00 14:25 Payment Method: 1043 Notation: AST & MCFERRIN Init: ,3N ------------------------ -_--------------------------------- --------- Permit No: M00-0043 Type: B-MECH MECHANICAL PERMIT Parcel No: 2101-072-11-018 Site Address: 736 FOREST RD Location: 736 FOREST RD Total Fees: 753.00 This Payment 753.00 Total ALL Pmts: 753.00 Balance: .00 Account Code Description Amount MP 00100003111300 MECHANICAL PERMIT FEES 600.00 PF 00100003112300 PIAN CHECK FEES 1S0.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 FROM Panasonic FAX SYSTEM PHONE NO. May. 15 2000 11:23AM P11 _. . .....- �., '••.:cd-.,. rte. APPLICATION WILL NOT 89 ACMP"D If INCOMPLETE OR i.lN NM Project#: Building Permit#• •-DbZ Machan==permit#: 970-479-7149(InspeLdwi:S) TON&W TOWN'OF VAIL MECMANICAL�PERMIT_APP.LI �I 75 S.FronUiVe Ad. - Permit velli not be aw.OW'without-the:follovAng:. Vail,Color�da 81657 ProVide Nechaniwl Roost,L3Y""Wn'to sGW4 to include: M[edai�icaC v :air,.Uuct rme. d'Locatla+;. �P. i'�9PG tear/ .. - a Fltll,Ytllt and u�+asiaaiPd ic�cation. rac Heat L.OS6�CdIK�.'......- C Egp141a1t�llt�rrpllC-1 Carrta�cr Conn �l. ar aae oet70o-32�86Dali`vv :rani fear Pyr .P«�noel 4 " (RI�g1><lred h<n�Wda..pe>i�artiC�i�p�gi�d�d:�l>ra�►e}: . .._.. _. _ .__. - . , - -_ ..,,�, Job Name: 11 p )ob' dre Lagal DegmVtson [Ate BID[[ - pYn ie► Narax; A d Pi Tore Dom / Deta11ed description of work:. aL iq r1 t'h7 VJbrk Class_ New O Altieratloa -) I ether( } At3dGart Saner l.,ocatiora: Interior( riar( ).,'-;.Other:( ) Dacs ars 5lU txist'btts ;idn:' ;.YeS( ? Hol. )_ l : Type cf Bldg: Sirtple-faotay(t/) (: ) Muirfprn;iy(_) Cmwcrdi! Pio.of B sft Dwelling[!nits in this building :°;�.. ::: ;. No,of 1AaI=modatlan:t rib n this.buldlr>q:. N of EdsU ras Ignoes Cas ... ..; . ..._..yY. Pellet._. ...... .. yyood Bumf NoJType of Fir>„pIt;=Proposed:Gas.AAp Ades, ) :! ? t'I(Oad/F flet:(:.: Wood.Burnir j,NOT ALLOWED). Is thfs a conversion fratn a rmod burl b4 _to am_WA'Phase:II''devlr�?. YCS No( } COMPO-M,VALU&UO[4 FOR . . ...�CH/�fl�Ai,PERMIT,( r are Matbriafs)., .,..: .. ... M MEQAAPdCAL$ 3O pv0. °�` CONTRAL"YOR LNFOftMA'iTDN ECMTMJ 0C, Skjnmm- ._SSE. RECEIVED MAY. .1 5 ?(30Q . ". FROM Panasonic FRX SYSTEM PHONE NO. May. 15 2000 11:14AM P2 q . ��ti 1:jot Ai�f,�atp AREA - .. lk x� �• .r 77 _ r t - A� \_ OX W., ir POW- .,,. _ .. .. . ... . . Vis: - -. . DrEvr. ;7r�, td L4 Y .. ('i. i, .� 'o N � �o oti �•.e:%, .�ra�. � +o .,erg I e!1 b $;� Ai as tt aoo.0000a-oc� o:o.,:o_o v�.:h h h �.�.n •n..n:,n:on. �: .m . 00 : a oo : o o a'$ `i'C.v O o:o. '-� �: z ... .-, 00 v N h �o _0. O a N,oll H � eve C4 C4 4cvv.N..ere4 00 00 et 06.'* N r� ' P ;q • � O � r' N o� � h �o i +s m, N � ,+, I c:,, � 00 � ,A' F o d w try N.t+j'N'•r f•1.N N • ¢-C` a0. F W.m{ry V �! G '� " 'M (V •cn: 4 ' : rti..r� �n c�.a r+. n�F���1 E r� a An wo 0 F- EE--Fell Q ., •yNMqrv 'A %awna00% a% � 4 -4 p N •, Ed WHST:TT 01792 Si* 'R PW 'ON 3NOHd W31SAS XHd a ILJOSeued WOad s t ,+ 1 f. 4 til G1 60``l I. 4Jn►L L �a- y'm �R Ac- % ILI N I-L--j ' hfoCtll �- - Nc. 1 Wl;u HX.a�p VENA'5tt�� it G.- r�/ ---i f F-'� 1 4'"• �.1' :l�G,!) �U�a� .h f� �{'lti N�G��CS� r>�.e%�� �� �SL�r�:lt�r I f 1' 0 • TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit ## : P00-0035 Job Address : 736 FOREST RD Status . . . : ISSUED Location. . . : 736 FOREST RD Applied. . : 05/01/2000 Parcel No. . : 2101-072-11-018 Issued. . . : 05/19/2000 Project No. : PRJ99-0332 Expires . . : 11/15/2000 APPLICANT AST AND MCFERRIN PLUMBING & HE Phone: 970-926-5862 P.O. BOX 1303, EDWARDS, CO, 0210 EDWARDS VILLAGE BLVD. 81632 CONTRACTOR AST AND MCFERRIN PLUMBING & HE Phone: 970-926-5862 P.O. BOX 1303 , EDWARDS, CO, 0210 EDWARDS VILLAGE BLVD. 81632 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 Description: PLUMBING REMODEL Valuation: 30, 000 . 00 ww+wwtwtw++wwwwitwtxxtx#at++a++++w++xa++++++++aa++++x+x++t+ FEE SUMMARY *'#**twat+#+att+++++t++++++a++++wwwxwwwwwwww+w++t+w+awwwwtw Plumbing-----> 450.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 565.50 Plan Check---> 112.50 TOTAL FEES---------- - ---> 565.50 Additional Fees--------- .00 investigation-, .00 Total Permit Fee--------> 565.50 Will call----> 3.00 Payments----------------> 565.So BALANCE DUE-------------> .00 wwwwt+ww+wtwtwwwwrwttwt+tw+x+t+a++a+a+x+axaaaa++a+x+++a+++wa+++++++t+awwwtawwwww+t++x++wwx+++wwwwwwwwwwwwwwwwwaaaaaa+trrarrw+++www Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division: 05/04/2000 KATHY Action: APPR APPROVED PER KW Item: 05600 FIRE DEPARTMENT Dept : FIRE Division: 05/04/2000 KATHY Action: APPR N/A ++wwtttwwwx+ta++a++w++++++tw+wwwwwwwwwww+ww+w++wwwwwwwt+www+wt+wtww+ww*w+wtx+**w++w+wtttwww+t*twwt+x+x##xxa+a++++++t+txt++++a+++w+ CONDITION OF APPROVAL 1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE . ++ttw+xxwxxwaaa+aa+++xx+tt+wwwwwwwwwwwwwww+w++rtwwwwwatwta+wwt+wwwwtw+atwx+t+tx++ttwtww++w+waa+a+a+ease+x+++++a+axwwwwwww++a+ww+ww DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building code and other ordinances of the Town applicable thereto_ REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS TN ADVANCE BY TELEPHONE AT 479-2138 ORAT DUR OFFICE FROM 8:00 AM 5:00 PM SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO utatemnt Statemnt Number: REC-0632 Amount: 565.50 05/19/00 14:26 Payment Method: 1043 Notation: AST & MCFERR.IN Init: JN ----------------------------------------------------------------- Permit No: P00-0035 Type: B-PLMB PLUMBING PERMIT Parcel. No: 2101-072-11-018 Site Address: 736 FOREST RD Location: 736 FOREST RD Total Fees: 565.50 This Payment 565.50 Total ALL Pmts: 565.50 Balance: .00 Account Code Description Amount PP 00100003111200 PLUMBING PERMIT FEES 450.00 PF 00100003112300 PLAN CHECK FEES 112.50 WC 00100003112600 WILL CALL INSPECTION FEE 3.00 FROM Panasonic FAX SYSTEM PHONE NO. May. 01 2000 01:55PM P1 *Contact Eagle County Assess nr8 t3ffice P2_ �b04i !. at 970-32$-8640 for Parcel #. TOWN OF VAIL CONSTRUCTION PERMIT PARCEL P., PERMIT APPLICATXON FORM ` DATE: 906-- .00 35 APPLICATION MUST BE FILLED OUT COMP TELY .OR IT MAY NOT BE ACCEPTED *t###*## ****##****** **## ## PERMIT INFORMATION [ ]-Building K]-plumbing [ ]-Electricalj Mechanical [ ]-Other X Job Name: 1/ Job Address: , Legal Description: Lot Block Filing stYBDIyisioN: „�� �•� Owners Name: 1i� VL4 „ Address: Ph y3 Architect; �Il.a vJ• SI.a Address• 6'l "061:� C Ph..];RPh 'General Description: ham(rn{ � Werk Class: [ ]-New [>,I -Alteration [ ]-Additional [ ]-Repair [ j-other Number of Dwelling Units: _ NUMber' of. Accommodation Uizits: N er and Type 'of Fireplaces: Gas-ApplianCes Gas 7,0gs Wood/Pellet _ VALUATIONS. BUILDING: $ ELECTRICAL: a PLUMBING: oa OTHE $ Q�G '� CHANICAL: i TOTAL: **�********�}***r►***,�*****t 'CONTRACTOR INFORMATION eneral Contractor: ok ASS6cz03r_S1 C . Town 'of Vail Reg, ..NC.; � Address: 6ax 10"3D Phone Number. Adaresscal Contractor: Town or Vail Reg. Nw7.,�, Phone Number: - AST & McFerrin'F)hj ing:4'hag. Plumbing Contractor: Town of Vail Reg. ZD2 . Address; Phone Ntimber 00,. :81�i2 ._. Mechanical Contractor:-,- �. Addzes 'own. of Vail Reg. No. _ Phone Number: : FOR.,.OFF' ... .... ICE: CASE BUILDING PERMIT FEE: :.BUILDiNG PLAN CHECK:. T'''EE: ?f,UMBING PERMIT FEE: -PLUMBING.'PLAN 'CHECK SEE: '(ECHANICAL PERMIT FEE: MECHANICAL Pr AN 'CHECK FEE.:... :LECTRICAL FEE: RECREATION.,-FEE: 3THER- TYPE OF FEE: CLEAN-DP' DEPOSIT: )RD FEE: PERU T. FEES: TYPE GROUP SQ.FT. VI LWATIQN BUI=IrNG: PIGNATURE; _ Z.ONLNG :0mm its: .. .. CLEAN UP DEP.OSZT REpuAD ro: FROM Panasonic FAX SYSTEM PHONE NO. May. 01 2000 01:56PM P2 10WO o . V 11 75 south frontage road VAR,colorado BI&W (303) 479-2138 or 479-2139 office of conirnualtydevelopment OUILDIN.G. PEPWIT ISSUANCE TI 1E.FRAME If this permit requlre$ a- Town .of Yai1 fire.Departm'ent Approval Engineer'-s (Public Works-).r6view.and approval a P:ianning Departrri nt: review- or Health Department-_review; ar:d`a review by the Building Department, the estima-ted time `for a .fatal rev ie+v may:take as long _ as three weeps All commercial 'C1arge or smal-l.} and all. multi-family permits will have to follow the above mentioned maxinu,m :requirements'. Residentia-1 and small projects -shou;ld.,,take .d .l:esse-r awun.t:of__time. However, if residential or smaller:projects impact the various above. mentioned departments .with, r60-rd.t6 .necessary review,':these projects may:. also take the three .week:per.fod: Every attempt will be made by this department to expedite this' permtt,as soon as possible. 1 I, the undersigned, understand the plan check procedure and time i frame. V.'- .` gree to y vLAmR :1 ro?ect MOIR Date Wor Sheet was turned into t e Community Develonment -Departme'Pt. FROM : Panasonic FAX SYSTEM PHONE NO. • May. 01 2000 01:56PM P3 MEMORANDUM TO: ALL CONTRACTORS FROM: TOWN OF PAIL PUBLIC WORKS DEPARTMENT DATE: MAY 9, 1994 RE: WHEN A "PUBLIC WAY PERMIT' IS REQUIRED Job Name: -V �tm Date; 5—j-00 Please answer the following quesonneire regarding..the need for a "Public Way Permit": .YES NO l s ihis a new rasa encs.: .. .: . 2) Is demolition wo.rk.bsing;^performed.. that requires the use of the ht_' of way, easements or,pybl'rc•prope.rty? 3) Is any utility work.needed? 4) Is the driveway being repaved? 5) Is different access needed.to site: other than existing driveway? 8) Is any drainage work being done affecting the right of way; easements, or public property? 7) Is a "Revocable Right Of,:Way Permit' required? 8) A. - Is the right of way;:easerhLents,or public property to be used for staging, parking or fencing? . t - e. If no t4 9A, is'a parking; staging or fencing pian required�by:-Commuiiity Development? It you answered yes to any of these,questions,-a'Public W4 arm it" must be'-obtalned. tions rr�ay Community Developm Y'66.have tits Public'Work's office or. "Public Way Permit"r.applications - . Development. If y lly.questions please.call Charlie Davis,the.Towri of Vail Construction inspector, at'475-21 S8. I have read and answered all the above questions. Job N e Contractors Signature Date FROM : Panasonic FAX SYSTEM PHONE NO. May. 01 2000 01:57PM P4 �t 75 south frorllsge road ra[t,Colorado Blasi (303) 479-21.38: or 47.9-2139 O lce of community development '1'OWN . .. TO. C� � CTC7RS -CiJ1ZRENTLYL-'REGTSTERED-:.WITH Tom' ----- :.:OF': ' FROM: CaNITY D$VELQPMENT.: TOWN•;QF� ..AIL . .. .. DATE - MARCH-16,r 19,88,- . 1 SUBJECT: CONSTRUCTION' :PARKING & M$ATIRIAL STORAGE In summary, Ordinance;`.No. .6 states: .ttYat it. is unlawful for .any ; person to litter; 'itraick or-deposzt.'.alny s4�:Y,: rock, sand.,: debr .s or material, i7nulud:iiig: trash. du�apsters-, "portable 'toilets .aiid , war]a�aen vehicles .open.: any strt:et., sidewalk►; :alley or..publ-id. :' place Or any p onion;thereof.. . .The: right-of�way on ata town: of Vail streets and roads is...appraxima.t''I" 'ft. 'off pavement, This ordinance will. b strictly`.e:nfo cad by ,the Town of Vail, ' Public Works Department. Persons found violating this ordi:rtahc¢ . Will be given. a 24 hour, -. . . . Yn the event the yrritten hot Ce:, too re ove said material; person so notsfiei3 .does root comply .with ;ttie notice within -the- 24_'hour. time '.speci.fted; the.:.PuliIic...Works' apartment will reYnove sold mat er al 'at the expense.--of pex6an notified. The .proViOiOns 'of, -this ordinance shall not' be :: applicab}a to epnstruction,. maintenaxiGe .or repair _pro f eats, Of any street or alley. _or,.ariy ..utilitiesin .tbe••r ght-a--way, To review Ordinance.-No. 6 "in full;. please stop by. the Town ,of Vail Building Department to •obtain° a copy. , Thank you for your cooperation on this. matter. Read and aeknowledged;. by:' v. CIOY3iY doC-'. .. �asit' n Rel on-snip.: .• . ....o .pro7 act (i.P-:1....-contract or, pwner): t Date • 0 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit # : M00-0057 Job Address . . . : 736 FOREST RD Status . . . : ISSUED Location. . . . . . : 736 FOREST RD Applied. . : 06/14/2000 Parcel No. . . . . : 2101-072-11-018 Issued. . . : 06/20/2000 Project Number: PRJ99-0332 Expires . . : 12/17/2000 APPLICANT STONE MECHANICAL, INC. Phone : 970-242-5014 1111 SOUTH 9TH, GRAND JUNCTION, CO 81501 CONTRACTOR STONE MECHANICAL, INC. Phone: 970-242-5014 1111 SOUTH 9TH, GRAND JUNCTION, CO 81501 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 Description: Valuation: 11, 542 . 00 INSTALL HUMIDIFICATION AND VENTILATION/DUCTWORK Fireplace Information: Restricted: $of Gas Appliance©: 40f Gas Logs: #of Wood/Pallet: rrv»+wv++++vvvvv+vr»v»++r»»vv++++r++++++++++++vv+»rr»+rrrwa FEE SUMMARY ++++++v»+vrr»+r»rrrww»++++++++++++»w+r+»»rar»»rr+arr++ry++ Mechanical - -> 240.00 Restuarant Plan Review--> .00 Total Calculated Fees-- > 303-00 Plan Check---> 60.00 DRB Fee---------------- > .00 Additional Fees---------> .00 Investigation> .00 TOTAL FEES--------------> 303.00 Total Permit Feer-------> 303.00 Will call----- 3.00 Payments-----------------> 303.00 BALANCE DUE--------- - -> .00 ++++++r+r+wa+»+»rrw*+*+*+*w*ww»**www++»+rw+wr»»»www»++***wrw*www**w*wa+ar+»+»w»rrrr*rrr*w*a**www**wwwaw+++vwvwY+++rvr*a+w++++»w+**» Item: 05100 BUILDING DEPARTMENT Dept : BUILDING Division: 06/14/2000 CHARLIE Action: NOTE PLANS TO CHARLIE 06/1.6/2000 CHARLIE Action: APPR charlie davis Item: 05600 FIRE DEPARTMENT Dept : FIRE Division: 06/1.4/2000 CHARLIE Action: APPR N/A CONDITION OF APPROVAL 1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC CHAPTER 10 OF THE 1997 IMC. 3 . GAS APPLIANCES SHALL BE VENTEb ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC. 806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. 4 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC. 1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in Lull the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM • ,• AV SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER 2// � .� TOWN OF VAIL, COLORADO Statemnt Statemnt Number: REC-0644 Amount: 303.00 06/20/00 11:03 Payment Method: 14522 Notation: STONE MECHANICAL Init: JN Permit No: M00-0057 Type: B-MECH MECHANICAL PERMIT Parcel No: 2101-072-11-018 Site Address: 736 FOREST RD Location: 736 FOREST RD Total Fees: 303.00 This Payment 303.00 Total ALL Pmts: 303.00 Balance: .00 Account Code Description Amount MP 00100003111300 MECHANICAL PERMIT FEES 240.00 PF 00100003112300 PLAN CHECK FEES 60.00 WC 001.00003112800 WILL CALL INSPECTION FEE 3.00 APPLICATIO*LL NOT BE ACCEPTED IF INCOMPLE R UNSIGNED Pr�t #: sq9_ oZ Building Permit #: 800- b C,a5 Mechanical Permit #:mbc7- Go57 d 970-479-3�(Inspections) TOWN OF VAL TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: Q Mechanical Room Dimensions a Combustion Air Duct Size and Location Combustion Air Duct Size and Location Fj Flue, Vent and Gas Line Size and Location 0 Heat Loss Calcs. Equipment Cut/Spec Sheets Contact Ea /e County Assessors Office at 970-328-8640 or visit www.eagle-countv.com for Parce/# Parcel # (Required if no bldg. permit # is provided above) I .lob Name: 10el vy Job Address: Lega# Description Lot: Block: Filing: Subdivision: Owners Name.-CA Address: �3(-F;z: --_Pc-PQ ---IF-Phone: Engineer: Address: Phone: Detailed description of work: - ---�— ���`'c Worts Class: New ( ) Addition ( ) Alteration (✓ " Repair ( ) Other ( ) Boiler Location: Interior ( ) Exterior ( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family(i.-` Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant{ ) Other( ) I No. of Existing Dwelling Units in this building: No. ofAccommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood/Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( } Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: $ ��elf a• ' CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Contact and Phone #'s: taNC Mi l}1NkeA L-, r ti-r_ Mka4 ,OAF-Y,- Contractor Signature: ************************FOR OFFICE USE ONLY***** * ****** ************* Other Fees: Planner S� n.-off Accepted By: _DRB Fees: I Date Received: N/everyone/forms/mechperm "RERCTI JUN 0 7 2000 �h •lt � ��✓r (F, i7 4. I r ' e �Ikdt* m li k NAN o Y i.. , k. b r E4 x i A�� .'^IJP��.¢ �I�'4� � • k A, ?K.? s � yy 9r n IN - LINE ADAPTER PERFORMANCE S 0 N E S / A M p: S In-Line A.f,lpters were tested on appropriate units at 0.1"static pressure. 1171 CFM reductions are noted in the table below. model Ci r , Model CFMReduction Discharge r r r 36076 MG VOL 1.5 2.9 0.7 360 360/360MG Hot 1 5 2.7 0.7 360MG O%1 "'14 t' 14(314MG Ver,„, 1 5 3 ��9 y f ± t 0,/'t ' 1314/314MG Hor,; 1 �` ^. r..� ��'w e�=.4 >�; rpr9 314 r F 361/361 MG Ver. 3.0 4.6 1.2 D o, 361 361/361MG Hor. 3.5 4.3 1 2 • 7D/ 361 MG 062/362MG Ver. 2 0 IT ���;3P2 r 00/4 � ; �a 362/362M or,; 5' ' w 3 9" GH 2 3 062MG °t 363/363MG VOL 4.5 5.2 2.3 F' -P'ar.'.,,, 363 3631363MG Hor. 4.0 5.1 2,3 . 363MG 17% _�83(08311`0113 Ver; 5.0 °G;4�T��' 3 y ' 383 , ; � �, 38,3(383MG Hor. 45 ° ¢ ` as a ;. 383MG tn 171'r x9 a 365 VOL 4.5 5.6 3.0 ;65 Hor. 4.5 5.2 3.0 1375 Ver. 365 20% 7.0� Hor. 6.5 , t� .3 375 H '110 ` 376' w 20D/D 366 VOL 6.0 8.0 5.6 0. 366 Hor. 6.0 7.5 5.6 366 0% 'There Is a difference between'Sone values certified by HVI for residential1 • use and by AMCA for commercial/industrlal use.Exact comparison of these t Motor RPM increased slightly. vatues is not possible.This difference Is mainly due to the procedures used to convert measured sound to perceived sound.ANSI S3.4,used by both HVI and AMCA,specifies a procedure for calculating loudness as perceived 'r by a typical listener under specific conditions.HVI establishes values at a distance of 5 feet from the fan In a"spherical free field';AMCA establishes values at a distance of 5 feet in a"hemispherical free field.'HVI results greater than 1.5 Sones are rounded to the nearest 0.5 Sone,AMCA to the ' nearest 0.1 Sone. A M C A L I C E N S E 0 P E R F 0 R M A N C EModel AMCA CFM At Static Pressure(Ps-inches o H__Number& Sones • Total Model _ Discharge t t r l I t 600Volls RPM Duct Size Number& - Discharge 360/360MG Ver. 2.9 120 110 107 90 55 --- 120 80 1200 31/4'x10' 3601360MG Ver, 360/360MG Her. 2.7 127 113 109 84 32 120 80 1325 • 31id'x10 360/360MG Her, 14/314MG Ver. 3.2 140 128 124 146 46,'k tot �1,4k10+ n h, / - 120 70 1000 r � 314/314MG Hor. 3.0 , 160 148 "7 145 120 ki 52 t: ,f,r- ' 120 70 105Q.': t' 91., 4MG'Ver° 361/361MG VOL 4.6 180 166 162 146 126 �i�a;3�A5r1t�' ' ��4 "H9rY 120 100 1600 31A'x10' 361/361 MG Ver. 361/361MG Ilor. 4.3 174 158 155 134 106 - 120 100 1625 31/4'x10' 361/361 MG Her. 362/362MG Ver, 3.1 220 204 200 178 `': 138` '- ; ° 120 115 1150"= `"3�A'x10" 3ZMG V .36 /35 MG Hor. .'3.9 236 221 216 182 >. i 22 4 r .r ' 1 363/363MG VOL 5.2 330 310 304 276 232 ?s 120 115 1250 ,`"31 0 36.12/2� M �Hf . 120 165 1575 31/4'x10 363/363MG Ver. 363/363MG Her. 5.1 330 308 300 268 216 •-- 120 165 1625 319'x10 363/363MG Her. ,38 3MG vefr r8r4 j`�340 319 312 280 , 23Q"` 4' 144 120 165 ��' 1575' ' 31A'X10' , MG`Hor, 6.5 344. 324 316 282 236; ,124 120 165 1 .1625" '.31A'x1Q ;G3l1' p j a365 Ver. 5.6 485 460 450 410 360 300 120 255 1050 7'Round 365 Ver. ^ 365 Hor. 5.2 505 455 445 395 350 240 120 240 1100 7'Round 365 Her. Y� � � 113"' '�f770 ,1' '750 740 700 t, X 670 °�1�1"630 : 'fi�'�!�120 �' 420 ' ` 1600`l T � 775 ' ;.;;750 745 705 ; 676 �r x`650, ",;.120 435". 1600''' �"#i44DI� ". • 366 Ver. 8.0 960 940 935 895 815 710 120 440 1050 618' . 366 VOL 366 Her. 7.5 1010 960 950M 4 880 780 660 120 440 1050 6'x18' 366 Her. Cn t� The performances shown are with inlet grille,backdraft damper and outlet duct.RPM shown is nominal and the performance is based on actual speed of test. .ir ii 460/750 CFM 940/960 CFM Accessory In-Line Adapter Kits Model 365 � Model 366 Convert Broan LoSone*or equivalent units •460 CFM 4.5 Sones. • 940/960 CFM 6.0 Sones. to in-line capability quickly and easily, so 120V,3.0 amps. ventilator can be located away hom the • 120V,5.6 amps. air intake.The kit installs in place of the •White enamel finished steel grille. •White enamel finished steel grille. ceilin •Fits 7"round duct. g g grille utilizing either two or four • Fits 6"x 18"duct. mounting screws. • Use with Broan Model 57W or 57V • Use with Broan Model 72W or 72V Electronic Speed Control for variable Electronic Speed Control for variable Model"x blower speed and sound level selection blower spqed and sound level selection ' For 3%,"x f 0"duct. (available separately)-see page 30. (available separately)—see page 30. • Galvanized steel construction. • Model 95 In;Line Adapter(available. • Model 96 In-Line Adapter • 10%2"x 'I separately). (available separately). • For use with LoSone'Models 360, 360MG,361 and 361 MG. Model 94 • For 3%a"x 10"duct. Models 365 l M�de1 • Galvanized steel construction. 4t 375 / �4 366 • 10%z"x 14%d" • For use with LoSone,Models 314, 314MG,362, 362MG, 363, 363141G, 383 and 383MG. Model 95 • For 7"round duct. -� • Black finish. Model 375 • 15 W'x 141/4'. •750 GFM 6.517.0 Sones. • For use with LoSone"Models 365 and 375. • 120V,4.4 amps. Use with Broan Model 72W or 72V Model 96 Electronic Speed Control for variable • For 6"x 18"duct. blower speed and sound level selection • Black finish. (available separate) Y4 x 21!/2". ' y)—see page 30. • 15 Other features same as.Model 365. • For use with LoSone' Model 366. ••• A[IN YNe `� UISA 126 r S NP it 'Ty � t r t / ..R t F��f41 k _ GG I r kj trk r a ' ` ;r r r You cari now ettjrw the voliv rtieilee told ct»rtfi)rt of the new IAMDELUX electrode 1 steam ltttliddillur, dt"41grretl #'ter your humv ol. emido Crohn the world Ivaler fit i t'rrtntrit�rcial electrt�de stE'E1111 1111111i�1{�1C'atiUlt.,. NUH7 tta ' NC�1t'C1�,C's 1tL51)VLUX lttrtttic htt wdifierti ertrpk)y st�ttE�-of-tlti!-art electrr»ticY tedmology to (1011ver r uml and rellahle htunidity for yottr personal toi4ort. Ytrtt simply set fill, relativo ltntntthty 1cvr1, antl Etn irrtegratutl electi'otllr rntitrollcr auttrtrmtic'ally ntktlutEtft�s flit!levt,l you lt�tve st'letttld. _ ' WW WHEN YOU NEED HUMIDITY `r`hq. importance, Of HaVMM9 e NIL dESDELUX Humidifier In Your Home &E, +tr PROTECT VALUABLE IN57RUMENT9 &Awe Avood and t►pthr►lstererl frtrntttfre, r6ptes, =: k rr►tPets and Utl►rY fal9►lr,.s r►rvuttd y(JaP. ,ltt�rtta full/rill drtr►-lorale ►none twp1dly if they° �� tai) rl►-tl or too tort. Thry freed vorreet hnnfl; #ti ✓ `' rf � inatntal n their she pie rmtl,strength, Tit tie goes for fine art and eyettsllve to yell trtstrfittirnts, especially p lattos, orgatt,s, tf 111-1 :,. a►td f-elaterl strlogs and woorltulnds, pctlt2Ctffgs, caf uings, ant,lgttes and of tet•at-t� trrrtsnf��s deseme,yotfr sptevlat altcntlott, too. COMFORT AND HEALTH a ,stndtes.shore crit• 'pct interior ltttf►tldttt) levels f tett►tttntzr fife sin o lirlctertrt and 0rases ave /ding the p i-obletns a.ssocfaterl tvltlt dry thf-rtots rind nasal p as.sriges dnr~ing 1110 tf;inter f►fonttts while also kreplttg your-4dn nipple. *br; N01111C's REED M rlect►ztrle sterl►tt hnmtdtftcrs renlov ralrlunt and 1111tivertls f►vm lieu tatter tfsed spo only clrrtft, 01 Ir steam t.s arlderl to Indoor elf, making the b , aft-III yoftrlfome hrrtltltter to hrealh. i. Nortec"" WHEN YOU NEED HUMIDITY and wphcc. A li�j�t (114- mit 'Y d CANADA n REWELUX Specifications ijdht it, 1. co It 1 11111 41 1111J M�l 1 1;1'11 fi� � 11.25" (2m 85m) Condensate Return -*--(I 42.5mm) 3V 1.8" (92.Omm) 4 ( 6.5 mm1.25' ) o.s7" _ (17mm) (32.Omrn) 1.4" 6.75" (165.1mm) 4„ r� © o a Q (35.Omm)(26.6mm) (101.6rnm) o 0000a 0.75" (19MM) 5.6" (142.5mmn Steam Supply Line ------------ - CZ.1 o 12.125_ � (308mm) 18.75" (476.3mm) i ------------- Wall ------- ---Wall supports 0.75" + �, �r Nortsc i 19mm RewE uz ( ) -------- � - 0.25,. 4mm) 5.8" _ 1,75^ I Note: Drain channel may be (147.3mm) (44.5nxn) -._-- _-.__ rotated for easier access Feed Water Connection \�� Electrical 3.25" 1 0 4 Connections I (82.firrxn) "(39.7rrm) 0.25" � (6,4mm) 0-9" rrm) Drain Connection 2.3" (58.1 mm) Plerfonnance Data Dimensional Data Povwer Circuit 110-12011160 V( hase lFfz 220-24011160 V1(phaseyFk Net Might 18.9 I)s(8.57 tag) Output Range Minimum 0.9 lbs/hr(0.4 kg(hr) 1.8 lbs 1(0.8 kg) Full Might 26.5 lbs(12 Kg) Output Range Maximum 3.5 lbs/hr(1.6 kgmr) 7 lbsihr(3.2 k0r) Front Gearence 36 in(914 rnrn) Rated Input 1.2 kW 2.4 kW Supply Water OD 0.25 ii i Rated Current 10 Arips 10 Amps gain Water OD 0.87:j in Max.Circuit protection 15 Amps ,15 Amps Steam Outlet OD 0.87:;in Nortec RESDELUX Physical Data WHEN YOU NEED HUMIDITY December 24 1998 Economizers. 9 Q769 Adapters f Used with M7405 and M7415 Actuators to DIMI_-14SiONS,APP ROXIMA I-E. allow operation from a 6 to 9 Vdc, 4 to W.,I; llp I+.f.in. (35 mm)wide, 1�;t,in. (35inni)lu�lti, ':Vu (17 nun)dfrvp. 2.0 mA, U to 10 Vdc, or 2 to I0 Vdc input EEMPF3A1URf=RA'l IN(,S: ( ' signal,It is also used will'a 0715013 Sensor Ambient-40 to 125 F( 40 to 52 C) to provide minimurn position. - -F HUMIDI lY RAi INGS: 5 to 95%Fit 1, �; • Mount S dir ectly In NOtiator will'illic:k con .10 nett lemmials. n w 9n ,nv Order Number Electrical Ratings,Power Supply Inputs 0769AI009 25 mW al 10 Vdc input,rnaxinruin vollayo 6 to y Vcic is +25 Vdc . 0769[31008 15 rriW,- 25 nrA 4 to 20 mA 0769C 1007 25 nrW at 10 Vdc input,maxirnufn Voltage U to 1 U Vdc or 2 in 10 Vdc(adj)� is±25 Vdc H775 Electronic Remote Humidity Controllers l"+ Provide humidity control for ducts, All _ _ � DIMENSIONS, APF'ROXIMAIL: 4" in. (121 torn) wide, Ei'; in. hl greenhouses, computer rooms, printing t ••ii• P g (21(1 rrrrn)high,2!e in. (60 roto)deep. ' 1l and photographic laboratories,and other J HUMIDITY RAiINGS•5 to 95 percent RI-I noncnndensinq, I, applications where electronic accuracy, HunridityCo(ttrolAcc+Tracy: '1 percent relative l+unri(lily(requires as well as remote sensing,g9 is desired. { 1 percent sensor) - Selpoint Ad(is linent flariye-:(i to 95 perceiit I Il l lit; ' • Uses C7600b or C7600C Hi-mildily Sen ELFCI f1iCAL RATINGS: sots or any huinidily sensor providing Power Supply 24 Voc,50i(i0 f Iz. eitlier a 2 to 10 Vdc or 4 to 20 n+A output. • y! f'uwf?r Gvnsun,l Iiun: Adjustable switching differential. 9 VA max.at 60 I Iz. • liquid crystal display indicales sensed 12 VA max.at 50 I-Iz. percent M I,mode and output stilus. Contact Ratings: r • Keypad provides ease of ro, iarnminc 4( p q � J � fqr 9.8A tort load;58.8A locked rotor al 1211 Vac, ry i, and operation. �hid 4 9A lull load:29,4A locked rotor it 240 Vac. 1,;€ • Rll display accuracy '- I pf?ICF'III, WI1er1 used will, f peicF'ol 12!+VApilot duty tit 12(1;240Vn.. sensor,lup(rls aa;ept induslry siandaid Snnse,rs. 1()A al 24 Vac(iesistive). �;t; • Ad;tislahle tlxoillmy rrntle.of I to 14S peicait RH, (Set I hrulllin!1 MOUN IlN[ :Mounts on any s+r4tible hurizonl.,l()r vCi lir,:�11 sui f.u;n. Range equal to Tillie Coostanl of sensor in minutes.) A(:CF..SSORIES� y. (,'7G0011 Wall Mntrnl I ftirnidily Scrnsnc (';In It)V(Ir-) APPROVALS: G76y 5ensur (4 to 20 niA). (iOC bucl Muuul I-it ++{ Underwriiers Laboratories Inc. Listed: Fit(,,no. E4436,Guide no. 203531A Pallet Mounting Kit. i XAPX. Canadian Standards Association Certified: File no.LR95329-3. 'i Available only IhruuylI Honeywell Aupiorized Commercial Wholesalers and I iwreywell At Dist+ibutors. Order Numbers Control Modes S dt feia yC-142 InputsOutput Stages — - — "'-- pil 775A1(106 n —_ Stayed o /o{f -_ 775A1U22 — Slagedon/vff 7 f1775AI048 Stayed an/off 1 3 775A 1063 Stayed on/oft �-- — 1 4 775[31005 Slayer)on/off 2 ? i1775C10041> Slaved onloft or fioatinci P f I(fuel limit reset c(mtrol 2 1 -- —.. -- - ... —11775D 1003) Mvdulaii+iy(4.20 n+A) P+I duct Hnrit i eset conii('I ? 2 eur{Nr„v - - H775E1002b Modulating(Series 90,electronic 135 olIIn equivalent)P lirnil 2 2 auxili:+ y reset conhut aUse devices in constacil temperature environment only,Devices are not temperature compensated. LiDuct Limit Reset Algorithm requires Use of two serrsor inputs to provide proper humidity control acrd prevent saturation Irl the duel. r� I' 'i ' 316 k l TRADELI NE — -- Pectronic Tc Humidity erature and Hty Sensors � - — 7-77130 continued APPROVALS: ILFCT131CA1 IIAII€Ju�_1: ;-� UnderwritersC(.: Laboratories Inc.Listed:916,NEIris s 1. Power SupVat: Witt' a ply: 2'1 Vwitvalid lill1w! of 20 to 30 Vac al Federal Conrrnunicaliuns Canmrisr,ion Listed: Part IS sul)part J `il/tii11 Iz Class 13. Power(;unniinlplum 0 f3 Va Mrixinnnu At :1,1 V;tc,hOlf)i)I Iz. Canadian Standards Association Listed. ACCESSOfIll S. European Community mark J=- 11J F 1T '09''Ift3 iennhr)I€on Module. MODELS: I7770A1006 f lr.molr 1 enrpf�r t€rue Sensor (low cosi Willi I Riney T7780A1004 Digital Display Wall Moduli_with Honoywell logo, well lolls) ut I i771)A101,1 Ili n1r.)Ic Irnrpei rhfrr_a ,c!ri,,7-r (low < T7700A1012 Digital Display Wall Module wills nu I Ioireywell logo. Cost Willi no I loneywell Iota). Available only through Authorized Honeywell Distributors. Order Number - - i�t No Switr.h P Honeywell Honeywell Switch Positions, Temperature Ralings, Override Pr i€arts, !; Logo Logo -- System Scale Setpoint Flange Bypass Fail ---- T7780A1004 T7780AI012 Heal/Cool/Auto/Off/ Absolileor SBIeCfable it installa Innedor :31'ositinit Emergency Cleat(heal.. relative lion wilhin 41 to 99 F pernrancrli Aot,)/ )fl/Ou )tun)a>>Iicatia�rr5 1 ! f I I (_)In:17[;)rruitic:. lempelaluie', !i F'rnilirrn Only). -- -- --- -- ---- At utrrl Hlr I`.'13 07600 Solid State Humidity Sensors Used with any con- I ILIMIUITY RA I INC.`; troller capable of proc- essingO1 e alrlg: IU to.)0 relative humi(lily, a 4-20 mA or Accuracy: i 5?o at calibriliun, 2.10 Vdc signal. I IME(;ON' AN I • Provide humidity �_�----___ ---- Sensing long-lasting thick a Model Number Time Canslanla lli - - . ...-. - a• (i stn film (%Tfil)nA capacitive poly- s' mile sensing element that l;it,UUll ,'ir,rt is both accurate and stable over time. --_ C7GUpl; • Vents in top cover provide for airflow to r --- -------- --- - .-------- --- humidify sensing element inside_ a I he linty,!consrrint(63.?,."„ )f a step cl)antlr!)i;dut(e i ni wd;tl 75 F • MOUnIs easily becaU5n of compact Size (24 U) in an sir veiclt:iiy (it 200 fpm (1.02 n);s) an:l will cl),+nge and lightweight construction. inversely by a laclw of two!u7-every 18 F(10 C)ch._uille. • Remains operational after exposure to all r DIMENSION>,Af 1'ROXiMA l f outdoor air humidity exlrenles. ' G,7600A,C 3, , in (47-3 n1i1!) widr�, ;i`=, �,• iii. (tlp stili) TEMPERATURE RATINGS: high, 1 ht. (25 nim)rieelt Operating Range:32 F to 125 F C760Ot3:2 in.(51 Hurt)widt_!,3,1 in. (83 Hurt)high. ! • in (.ft 11,111) (U C to 52 C). deep CESSORIE=S: Shipping Range:--40 F to 15(1 F C713001.3 ACU Wallplale kit for 0760013 only, Rccltrir(!d for oullel hox (-40 C l0 66 C). nwunlinc.l,nr,ry hu used will)witilmotnrl. e Available only through Honeywell Authorized Uisliibutols, Electrical Ratings, Order Power Number Mounting Supply Control Signal Electrical Connections _ Use With �c C7600A1002 Dumount 18-28 Vdc 4-20rnAinversely propo _rtiunal Two !'a in. (6 nun) quick-connect W76UU ct C—�f-� - -- -- _ -- terminals. C760OB1000 Wall mount 16-28 Vdc 2-10 Vdc directly proportional Three 22 gauge wires. XL6001XL!500. Xt I001XLti0, 07600[31010 Junction box Mrt ClU�ielltvllcrol eI/W7620, -- W7600,Excel PIuS,H775 C760OC1008 Duct mount 4-20 mA direcily proportional Iwo f'. ill, (6 runt) du€ck-c;tntltect 11775 W7600 - - - _ lerniin,rls 326 T13ADEL I NSE' - - --- t I'antech : neb AM Remote Mounted InIlne Centrifugal Fahy Fianfelch. W� F r ' M rH Y ! Y Y IL, F-/erie5,fpedalty Kits 0 The rantcch r feries fans are available singularly OF in a variety of kits for Specific applicalion.5. Loch kit includes the appropriate fan, mounting a55embly and accessories required for the application. N15 are available for the following applications: ;Fta, # Pressure(witch Kits(Vf5F110and r/0796F)) for dryer boosting and new room applicatioias. V • Regular N15(RLG100 and 11LG140 for sin le in g point exhaust applications. • Peluxe Kits(PLX 150 and PLX 200)designed for dual point exhau5l applications Y '? F,feries Motors All t-cries fans utilize our unique external rotor motora l he motor-"5 totally enclosed design allows the fan to operate in high rnoi5lure, lint and dust laden air.The motors are a permanent Split capacitor type,with automatic reset thermal Over protecinn and sealed ball bearings.These ieulures ensure long life and maintenance free operation. All molors and impellers are designed us one integral unit,allowing for excellent motor treat dissipo- tion,even at a low RPM. For nearly a decade, rontech has manufactured a vuriety of quality ventilation prodw-15 and ac.cessorics for ifre re5idenliol and light commercial markets. With the Pontech norne comes a proven commitment to quality and superior crattsrrranship- Our product line includes: _ ..Ry G 3 RVF ferie5 exterior mounted fans are CV inline fans are the quiet solution to The Pbri l0 dryer boosting fan 1,,il i5 the the perfect solution to ventilation multiple point ventilation to a single best reason to keep your dryer when problems where ever space is critical. exhaust line. your vent lines exceed 15' in lendtl r. UAIMP-fTAT V 1712 Aorthgale Nvdfarosota,rlorou 54254 U1,5hlhuted by: Phone+800 747-1762 • NO 800-487-9915 � —-------- � Phone:941-351-2947•Fax:941-555-0377 Website:www.forilecll-u5.com Urnaii:info@fanlech-us.com CA/1ADA 511 McCortnick PAW London,Ont./15W 4C8 Fantech 'one:519-457-1904 • rox:519-457-1670 rax:1-800-494-4185 F-1297 FR Aries The FR-Jeries fan features a resin housing manufactured of GF.Aoryt, allowing the fan to be mounted in outdoor and wet locations.'The fans are caulked at the motor screws, the wiring cables and along the seams of the fan to prevent moisture from entering the housing.The F1Z feries fans are prewired and supplied with a mounting bracket for easy installation. 'The rPJeries is not manufactured to operate with water running through the motor compartment,or to be used in applications where the fan would be buried underground.An UL recognized waterproof conduit should be used for all outdoor applications to prevent moisture entry via knockout in wiring box. i .ti FEZ lerie5 Features • Dousing manufactured of GE I'loryl engineered lhermoplas- ! tiC resin,which is UL recognized and UV protected • UL listed for outdoor use or in wet locations and in conditioned airstreams of up to 140T. • External wiring box for ease of connection • Waterproof gasket on wiring box /a:New[Zporn Addition • 108-563 CFM b Dual f5allvoom Exhaust • 4" to 10"dint diameters ® i C:Dual batllroorn[xlrausf -• Pive-year factory warranty -' • 100%speed controllable Dimensional Data model D d a b c - -_ _ c FR 100 9 34 7h 3 B 1/4 rte Ile 44 'A FR110 9 3 8'/. rib 7/Ir �! FR125 9Vi 47/e 6'/a 7/a ?A � YI_ FR140 11Vi- 5 T 7% a/i FR150 1131 _51/a _75K 34 1'4 d d D � FR0_ 11 Is/. 7 4k 34 FR20200 13 3'e 73/4 t 1 11 1*/z FR225 13% 734 11 1'/2 1'h FR250 1334 934 7'/2 1'/2 1'/z ----- --- - ----- —' H ►VI AN dimensiwns in inches =_ i Performance Data Fan Max. Max. CPM VS.STATIC PlItSSUREMax. DUGt Model RPM Watts Amps Volts 0" 2" .4" .6" .8" 1.0" 1.5" is Dia. FRIOO 2865 33-42 0.44 115 ton 90 72 54 19 — — 86" 4" 7211 —. — FR110 2761 58--7 0.67 115 167 150 133 113 88_ 63 4 1.60" __4" 125 FR2859 38-47 0.47 115 -131 110 88 62 14 — — .82" 5" FR140 2832 45-60 0.52 115 214 190 162 132 99 46 — 1.15" 6"— FR150 2411 73-90 0.78 115 243 220 196 170 142 114 18 1.56" 6"_ FR160 2539 98_1i4__ 1.09 115 289 260T 233 206 179 154 89 2.32" 6 40 FA200 2507 102-123 1.07 115 408 360 308 259 213 173 72 2.14" 8" FR225 2964 toy 144 1.28 115 429 400 _36—r32 297 260 168 2.4a" 8" - --- -- - - ---- — 9 --- -- --- 7 FR250 2817 127-230 2.08 115 563 530 4936 419 301 294 2.95" 10" FR-lenes performance 15 shown with ducted outlet. Per MVi's Certified Ratings Grogram,charted air flow performance has been derated by a factor based un actuat test re5utts and the certified rate at.2 wche5 VG. REV. 1 1199 TJERNLUND PRODUCTS, INC. 1601 With Street•While Bear Lake, MN 55110-6794 PHONE (800)255-4208•(651)426-2993 •FAX(651)426-9547 Visit our web site •www.t)erniund.com COMMERCIAL COMBUSTION AIR IN-FORCER TM MODELS PAI-3 PAI-4 PAI-5 I� PA[i-6 PAI-7 0 LISTED �r cOMMERc�q� ii I - .L OWNER INSTRUCTIONS, DO NOT DESTROY ARecognize this symbol as an indication of Important Safely Information! A WARNING THESE INSTRUCTIONS ARE INTENDED AS AN AID TO QUALIFIED, LICENSED SERVICE PERSONNEL FOR PROPER INSTALLATION, ADJUSTMENT AND I OPERATION OF THIS UNIT. READ THESE INSTRUCTIONS THOROUGHLY BEFORE ATTEMPTING INSTALLATION OR OPERATION. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN IMPROPER INSTALLATION, ADJUST- MENT, SERVICE OR MAINTENANCE POSSIBLY RESULT-ING IN FIRE, ELECTRI- CAL SHOCK, CARBON MONOXIDE POISONING, LXPLOSION, OR PERSONAL INJURY OR PROPERTY DAMAGE. si mile Copyright 0 1999, Tjernlund Products, Inc. All rights reserved. PIN 8504035 Description and Specifications ................. ............................ 1, 2 Installation Restrictions..................... _ ............._.. ....._............-- -., .........__....................... .. . ............ Cautions ........................... _2 ..................... ............ 2 114-FORCER Selection Table...._............... . ......................... . ......... .. .. I............. ........... . ....... Safety Inspection of a Previously Used Appliance..................... . . "'.." Commercial IN-FORCER Terminology... ........... ......... ........... . . .._._............. .. Hood Locations-Wall or Roof Mount...'.... ................. Installation _.-......... ._ 5 .......... Tools Required ....................... f Installation of Intake Hood "" ' - Roof Mount of Intake Hood........................................................... Wall Mount of Intake Hood. - .............._. 5, 6 IN-FORCER Mountie ." ..... . . . .... 6 Electrical Wiring .................. . .......................... ............._ .......... IN-FORCER Internal Wiring Schernatic.... _._..... .... .. ... .. .. IN-FORCER Fan Prover and Motor Isolation Relay Diagram . .... ....... .... ... 24 VAC Wiring with Single Appliance......................... - ..._......... ............_._......,..... 8 15 VAC Wring with Single Appliance ............ - . .. .. Oil Wiring with Single Appliance................ . p .9 _.................... Oil & Gas Wiring with up to Three Appliances &the Optional MAC-3....,......._....... " 10 System Operation Check Out..................... _.. ...10 Maintenance11 Trouble Shooting ..... ....11 How To Obtain Service, Warranty& Replacement Parts-,................... . 11, 12, 13, 14 IN-FORCER Fan Curves........................_.. . _.......,..............,......... .. 14, 15 ........ . ...................................... ................... IN-FORCER'" is a trademark of Tjernlund Products, Inc. for IN-FORCER air intakes. The IN-FORCER combustion air intake systems are designed and,Listed for use with atmospheric or induced combustion gas and oil heating equipment. The IN-FORCER functions as the source of combustion air, eliminating the need for louvered openings. The IN-FORCER assures intake air is supplied by monitoring the air flow with a Fan Proving Switch. The main burner will be interrupted if a malfunction occurs. • INTAKE HOOD DIMENSIONS IN-FORCER POWERED INTAKE DIMENSIONS ` - 1 ru{U1NI vll w n r - v Ck'�t � 11 : . —H -� ___ _ fS { b /� PAI 3 Id" 1A' 6 1/4" 7 1/4• - 11. R.. 6 DIA A P 9 1 II s I _.- 11 E AI-3 I / —_ --- —/ PAI-4 17 1/y"- 17 I/z" 13 I/2" 2 1 4" 14 1;2" - -- fi..DIA - 10" R IIIA PAI -0 9 I/] II 1/4 I I/) -�, - - - rAl-5 h B 23 1 2" 23 f 2" H 4" p 1 A- li — --- - /' / / / zo 1.4.. t6 5/e' to DIA PAI 5 h r, t> t/z 13 �� 1`� I � -- - 71 7 I/ 1" In t0" hln PAI- 7 29 112- ^4 F 2" 8 3 S" 2 I/A- -- - — -- - -/ 2'� DIA PAI-7 15 1/4 1; I/A" 17 1�H --_--- - - .iU I I� f11 S�•1 I 'In 12' DIA PAI-3 Motor: 115/1/60, 3000 RPM, 95 watts, 1.26 FLA, Thermal Protection PAI-4 Motor: 115/1/60, 3300 RPM, 166 watts, 1.51 FLA, Thermal Protection PAI-5 Motor: 115/1/60, 1725 RPM, 114 HP, 5.4 Amps, Thermal Protection PAI-6 Motor: 115/1/60, 1725 RPM, 1/3 HP, 5-8 Amps, Thermal Protection PAI-7 Motor: 115/208%230/1/60, 1725 RPM, 1 HP, 12.6/6.3/6.2 Amps, Thermal Protection 24-Volt Control Circuits: All models require a relay to activate the IN-FORCER motor. Tjernlund PIN 950-1040 is applicable to all models except the PAI-7. The PAI-7 requires PIN 950-1016. 115 Volt Control Gircuits: iN-FORCERS may be directly wired into a heating appliance control circuit as long as the contacts of the circuit can handle the additional load of the IN-FORCER motor. For installations that require a relay, Tjernlund PIN 950-0480 is applic- aIle to all model except the PAI-7. The PAI-7 requires PIN 950-0483. 1 Verify that the total BTU/hr input of the healing appliance(s) falls within the range specified be w. Check maximum duct length and appropriate duct diameter with the IN-FORCER Selection Table below. IN-FORCER (;A5 GAS POWER RUPHER GAS OIL. FLAME REIE1dII011 MODEL AIUV`PHER1(' W17h1 HAROMI IRIG POWER RURPJt.R WItH [;AR()1v1ETl<I(; 1310/l IR H it V1 u; [im/Ilk 13111/1W PAI-3 UP 10 175,000 (1P TO 350,000 UP TO 5UO,000 IP TO 450,000 PAI-4 111 10 •11,0,000 UP lU IjgO,1) III' 10 R",0,0()0 _ (11, i(i 711ijjO(1 PAI-ti UP TO ;7;,000 (?P TO 1,IJUI),0oo UP TO ),SUU,UU(� - UIQ 10 1 PAI-6 UP TO 11,300,000 UP TO 1,!00,000 UP TO 2,500,000 UP TO 2,300,000 PAI-7 flu '10 ?,100,000 LiP lO 2,tdf1U,000 ISP TO 3 /00,000 UP 10 3,700,1100 IN-FORCER SELECTION TABLE MAX. DUCT LENGTH IN EQUIV. FEET indicates how much duct may be used at the given diameter based on the four types of healing equipment. All duct before and after the IN-FORCER must be added. To calculate equivalent duct length, add the straight duct plus-10'for every 90"elbow and 5'for each 451 elbow. Values in the chart assume rigid metal duct. Consult flex duct manufacturer for de-rating percentage it using flex duct. The resistance for any combination of ducts and diffusers cannot exceed the maximum equivalent duct length shown in selection table. If interlocking IN-FORCER with more than one appliance of the same type,add the BTU/HR. input of each appliance to determine IN-FORCER model, and maximum equivalent duct length and diameter. If interlocking IN-FORCER with different types of equipment consult Tjernlund Technical Customer Service @ 1-800-255-4208 for further information. GAS GAS POWER BURNER OIL FLAME RETENTION GAS MODEL BTUIHR ATMOSPHERIC WITH BAROMETRIC WITH BAROMETRIC POWER BURNER INPUT MAX DUCT RIGID DUCT MAX DUCT RIGID DUCT MAX DUCT RIGID DUCT MAX DUCT RIGID DUCT LENGTH IN DIAMETER LENGTH INt DIAMETER LENGTH IN DIAMETER LENGTH IN DIAMEI ER EQUIV.FEET IN INCHES EQUIV--FEET IN INCHES EQUIV.FEET IN INCHES EQUIV.FEET IN INCHES 150,000 100 6 104 : 6 100 6 100 6 _.� PAI,3 200,000 100 6 100 6 100 G 1V0 6 250.000 100 $ 100.? 6 1UU 6 100 6 275.000 _ 100, 8 100 6 100 6 100 6 b 300.000 1008 100 8 100 6 100 6 PAI-4 350,000 100 8 100 6 i0l) 6 100 6 400,000 100 8 100 6100 6 100 6 450,000 52 _ 10 100 8 100 _.(.., 100 6 00, 100 100 6 1UU 898 6 5SO;OOD 100 10 1 100 B IOU R , 00 - 8 PAI. 800,000 140 iu 100 10 100 8 100 f 650,000 100 10 100 10 1UU 8 100 8 A 71110,000 1000 100 1n 100 8 100 8 175,DOls. 100 10 100 10 95 1U IUi1 R 850.000 100 10 100 ' 10 100 10 140 10 900,000 100 10 100 ` 10 100 10 100 to-- --- 950,000 100 10 100 10 100 14) 100 10 PAI-8 1,000.(100 100 10 i00 10 190 10 1uo 10 1,100,000 100 10 100 10 100 10 100 10 y 1,200.000 100 10 100 10100 10 100 10 1!1 300,000 95 10 100 10 100 _ 10100 10 +h 190 1 100 10 100 10 100 10 1,50Q,000 100 12 100 10 100 10 100_ 10 PAI•r >; 1,600,000 .,; 140. _;, 12 100 10 100 10 1,740;0110 a 100 13 100 10 100 10 100 10 1,81?b,400 100 12 1 u 12 100 10 roo 10 1,900,000 100 12 100 12 11 0(1 10 100 10 2,OOO,Q00 too:" 12 1001 12100 10 100 1U n 2,100,000 98 12 100 12 100 10 100 10 2,200,000 100 12 100 10 100 10 1'$w rq tri 17 1Of) tri nir1 Ili 2,400,1)00 100 12 166I! 1(10 a 7,500,000 100 12 100 12 --- 100 10 2,600.000 100_ 12 100 12 100 12 — — 2;7D0,004 100 12 100 12 100 12 2.800,000 100 12 100 112 100 112 ,A40,000 Not Applicable 98 12 100 12 1100 12 3 001)000 100 12 100 12 3 100,000 100 12100 . t 2 3,244,40Q ' . 100 12 100 12 Pp 3,300,000 Not A Ntable 100 12 100 12 34400.000 100 12 100 12 3,500,000 100 12 100 12 3,600,000 190 12 100 12 3,100,000 100 12 1(([I 12 3 0 • TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit # : E00-0114 Job Address : 736 FOREST RD Status . . . : ISSUED Location. . . ; 736 FOREST RD Applied. . : 06/21/2000 Parcel. No. . : 2101-072-11-018 Issued. . . : 06/27/2000 Project No. : PRJ99-0332 Expires . . : 12/24/2000 APPLICANT NEW ELECTRIC INC, Phone : 970-949-4651 P O BOX 957, AVON CO 81620 CONTRACTOR NEW ELECTRIC INC, Phone: 970-949-4651 P 0 BOX 957, AVON CO 81620 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 Description: ELEC FOR REMODEL OF EXISTING AND ADDTIOValuation: 17, 500 . 00 #+#}w#}wwwwwwwwrw##www*rwwww##wwwwwwwww*#ww+kw+}wwwwwwwwwww FEE SUMMARY wwwwww#ww#}#+##+}**#www+wrw+++}k+#**#}aa*ak#####}}+}aaa**w Electrical---> 324.00 Total Calculated Fees---> 327.00 DRB Fee ---> .00 Additional Fees---------> .00 investigation> .00 Total Permit Fee--------> 327.00 Will Call----> 3.00 Payments----------------> 327.00 TOTAL FEES---> 327.00 BALANCE DUE-------------> .00 #ww*##w*#i#wwwwrtw*w*w##w*#*##wiwwrtwwww##w##Y#wwwWwwiwwwwwww####ww##*!#*wiwwwwww###wwWwwww+*wwww*wwwYwwwwwwWwwwwwYww+wwrtW+}w+wwii++ ' Item: 06000 ELECTRICAL DEPARTMENT Dept : BUILDING Division: 06/23/2000 KATHY Action: APPR APPROVED PER KW Item: 05600 FIRE DEPARTMENT Dept : FIRE Division: 06/23/2000 KATHY Action: APPR N/A ***rt***w*#}##t*##***wwaw***+*#a*###****rtrtrtw#wx##x#*#www***#**w*xww#*#w*###*****#*rt*wx*###wxwkwwww****wwww#w###w#wxwwwwwwwwww#wxww* CONDITION OF APPROVAL 1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE . ****w***#a##ik#*w****w*x*a*#a*#i*****wwrt*wwwx###wawwww##*w##**www##w*w*wkw**wwwwwwwwwwww#*#*#*i#w*wwYwwrtwwwwww+#i}#w*rtwwwww#wW+w}+ DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM i SIGNATURE OF OWNER OR CONTRACTOR FOR IMSELF AND OWNER ++wwwwwwwww#wwwwwwwwwwww++www+ww++++#w+##www+w+#+wwwwwwwwwwwww+* TOWN OF VAIL, COLORADO Statemnt w#ww#wwwwwwwwwww##ww+++##ww+#w#w#####wwww#+w#+w##w#**wwww*+wwwww Statemzlt Number: REC-0647 Amount: 327.00 06/27/00 08:40 Payment Method: 29131 Notation: NEW ELECTRIC Init: JN Permit No: E00-0114 Type: B-FLEC ELECTRICAL PERMIT Parcel No: 2101-072-11-018 Site Address: 736 FOREST RD Location: 736 FOREST RD Total Fees: 327.00 This Payment 327.00 Total ALL Pmts: 327.00 Balance: .00 w+#ww+#+++www+#+w+#*#wwww,t,twww+,twwwwww*#w#w+ww*wwwwwwww#ww##ww+w Account Code Description Amount EP 00100003111400 ELECTRICAL PERMIT FEES 324.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 Jun;-21--00 08: 16A New Electric 970 49 5354 P-01 ,CkmIA4L Ldglt'. Cuunty A45tlt:tju 111c11+1 +. I ' . -,.L IV 9111--37.8-ttiG40 for Yurc�1 d-WL. J TOWN OF VAIL cbNsZ'�tUOTr01� P"3 OR' d� PERMIT Appy. CA'PION FORM 1'+�R1tt'r r GATE: G��J PPLICATIUN MUST nZ FILI,$I� OUT CO 60c OR XT MAY NOT DE ACCEIIIIEp PERMIT XItFORMATION ECO - 011LI • td.,r,ii*1kt4�,�,y�trtlr,Y14/kII Fki4iYi* ,,'R E )-Building [ ]-PluMbing Jah tlamc7: [ 14/-E1ectzical f ]-Mechanical [ ]-Other ��-- Job Addreer;: ---2-40 �dC .0 Ilr+gal Description: Lot aleck Fixing Owners Name: - -�— AddreGs: Addrpss: ip Central 13e�cr_ iptiors: -- Work C 1 n c a: � -----�-�- [ -Now [ )-fAlterdtign [ J4' ddltionhj ' [ ]Repair. [ ]~Other fdtttnt7c�r oL' DweIl3.nq U:�ii:s; � �---- �.�. Number of AccQmmodntiQn Units: amber- atzd Type of VirepltjC:cs: Gast Appljancer Gas Lag$ _ Wnad�>✓ellet"� *.r�**,r*** .4�It. k•�**►�*�#�4* �***�tw,�+� VALUATIONS * +�.rrrr�,r** *+t ***�►k ** >3v7 LazNc: ; _ �'7, r1e�'� v��uer►iaY•L-� ��n LUtIi3I1iG: — ET•ECTRICAL: •���� OT11ER t - -- --�.�. MECHANICAL: TOTAL: ***+klx�►�,�+krt**.r*kik*,k,k +F**y�*k -- ►cnczal L'ulyt - ct r; '� 'CONTRACTOR TNFORMATXbN tddress: Town of Vail GL Phone NUU11)0�.:liey. NO. :lc_c,L'ri�.al _Cpritra toz, =----�'-_.� c Town of Vail Recd. 140., L�L. ti l_�7 �, Ptlor:a 11tarn1�er: _ 1k) bing Cotlt)'actor: a -� t1c1 Town of Vail Reg. Np. Phone¢ NUAbet: -- +?oi anical Cont actor: dd c{b,;; l ��--- Town cif, Vail, Ileg. 1Jb. `-• PhOnc; Number., '----•- )TLDIt,'r. P1xIi1.111* F}•.: ICOR OFFICE USE :L11113xNG PERMIT FE• BUILDING PLAN CHECK Fl;g; .r-IJANICAL Ptluil FLF; PLUM81W(; PLAN CHECK SEE: IECTRICAL FEE• MECiiANrcAI, FLAN CHECK FI;1;; 'HER TYPE OF 1�E>;: RECREATIOu FEL,: �-�-- -- B FEF,: CTXAN-UP DEPOSIT: TOTAL PEMIXT FEES: -'• - 1'YI'k: GROUP So-l T. VALUATION HUILDING: -�----- S IGNATUU: _ ZONING! SIGNATURE: l?1lM UP nSIT REY To- 1) � RECD J U N 212000 • • TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A00-0027 Job Address : 736 FOREST RD Status. . . : ISSUED Location. . . : 736 FOREST RD Applied. . : 08/30/2000 Parcel No. . : 2101-072-11--018 Issued. . . : 09/01/2000 Project No. : PRJ99-0332 Expires . . : 02/28/2001 APPLICANT THUL ELECTRONIC SYSTEMS Phone: 970-949-4638 P 0 BOX 534, AVON, CO 81620 CONTRACTOR THUL ELECTRONIC SYSTEMS Phone: 970-949-4638 P 0 BOX 534, AVON, CO 81620 OWNER DEEVY BRIAN & CARYN OSTERGARD 1 LITTLERIDGE LANE, ENGLEWOOD CO 80110 Description: SMOKE DETECTORS AND PANEL Valuation: 900 . 00 iY}iYiiWfYWf..WWWWiiWWf...f•WWW.+Wy.WWWi*iiiWYa+a#0000011.1 FEE SUMMARY ........YiWWiW;Wiita#aWiWWWWW#++++1011100*yaikW........ WW Electrical---i 50.00 Total Calculated Fees---> 53.00 DRS Fee ---1 .00 Additional Fees---------> .00 Investigation> .00 Total Permit Fee--------> 53.00 Will Call----> 3.00 Payments----------------> 53.00 TOTAL FEES---> 53.00 BALANCE DUE-------------> .00 YWWW++***i*f*W..W.WYklY.W4W}ik**f**f*f*.W*W.k+i*#WYWW.W4WWYYY..W#+iii;W;*+}#i};ii***if Yf W.W+WWY4WY.iW}kW.4WWWWYWW.W.WW#}1100}1;W00 Item: 06000 ELECTRICAL DEPARTMENT Dept : BUILDING Division: It m: 05600 FIRE DEPARTMENT Dept: FIRE Division: 0830/2000 JRM Action: NOTE PLANS TO FIRE 08/31/2000 MIKE—V Action: APPR approval iWW}YiiiiWffW.W.Wiii**}i.iiiYWWWW4YY.WWN.}WWWY4WWYWYY+WW*++ii#viii*iWWi.f if YtiWtYY#i#.YWYWYWW..4Y...YWYYYWWWWiia+ii+iaiiO;WW.i.f WW CONDITION OF APPROVAL Y**fiWWWWf..i}WWW**iWif 4f iff#iW.W.4YWY4Wa*iWiWWW+++Wi##*f*WY**f Wii*YW#ifffYYY4.Y4W4*WWiYYW44WWW4f WYYW+Y+i+#+ki;4i*iiiilYYffY4..WW* DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information provided as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision codes, design review approved, Uniform Building code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8.,00 AM 5:09 PM SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statemnt Statemnt Number: REC-0672 Amount: 53.00 09/01/00 08:36 Payment Method: 14932 Notation: THUL ELECTRONICS Init: JN ---------------------------------------------------------------- Permit No: A00-0027 Type: F-ALARM ALARM PERMIT Parcel No: 2101-072-11-018 Site Address: 736 FOREST RD Location: 736 FOREST RD Total Fees: 53.00 This Payment 53.00 Total ALL Pmts: 53.00 Balance: .00 +wwxx,rw+wwxxwww+++wwww++++++wwww+++++xxwwww*,rw�w*w,rwwwtww+*w*w*+ Account Code Description Amount EP 00100003111100 ELECTRICAL PERMIT FEES 50.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ---------------------------------------------------------------- APPLICATIILL NOT BE ACCEPTED IF INCOMPL R UNSIGNED P sect #: Building Permit #: Alarm Permit#: 970-479-2135 (Inspections) TOWNOF�AII, TOWN OF VAIL FIRE ALARM PERMIT APPLICATION Commercial & Residential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. application submittal and must include information listed on the Vail, Colorado 81657 2"d page of this form. Application will not be accepted without this information. Contact Ea le County Assessors Office at 970-32B-8640 or visit www eacle-county Com for Parcel# Parcel # (Required if no bldg. Permit # is provided above) Job Name: Job Address: e,e.v -7 3G 50--L.4 K Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) Detailed description of work: Work Class: New ( } Addition ( ) Remodel ( ) Repair ( ) Retro-fit ( ) Other( ) Type of Bldg.: Single-family ( ) Two-family (x) Multi-family( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: a No. of Accommodation Units in this building: Does a Fire Alarm Exist: Yes ( } No (No Does a Fire Sprinkler System Exist: Yes ( ) No i;Y ) COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Alarm: $ 9 00.00 CONTRACTOR INFORMATION F rre1 Alarm Cotntr\actor: Town of VaContact ail Reg. No.: Conta and Phone #'s: 'q�e3% Contractor Signature: **** ****** ********** ** ***FOR OFFICE USE P Wk l MR; R/everyone/forms/a I rmperm TOWN OF VAIL FIRE DEPARTMENT PROCESS FOR COMMERCIAL & RESIDENTIAL FIRE ALARM SYSTEMS Commercial and Residential Fire Alarm shop drawing requirements at time of submittal must include the following: A Colorado Registered Engineer's stamp. Device locations on reflected ceiling plans. Typical device wiring diagrams. Battery calculations. A list of specific device model numbers. Equipment cut sheets of each type of device. The number of each type of device. Information indicating the specific zones. Circuit diagrams. Point to point wiring diagram. Wiring type, size, and number of conductors. The source of AC power circuits. Fire alarm panel locations. Knox Box location. Information indicating monitoring method and monitoring agency. Information regarding property managers and contact numbers. Owner's primary residence location and contact numbers. Instructions for fire alarm system operations and any pertinent code numbers for proper operations. This check list has been provided to ensure that our review process may be handled in a timely manner. I have read and understand the above listed submittal requirements: Project name: Contractor Signature: Date Signed: TOWN OF VAIL DATMENT OF COMMUNITY DEVELOPN�NT 75 S. FRONTAGE ROAD VAIL,CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: MO 1-0004 Job Address: 736 FOREST RD VAIL Status . . . : ISSUED Location.....: Lot 1],Block 1,Vail Village 6th Filing Applied. . : 01/15/2001 Parcel No...: 210107211018 Issued. 01/16/2001 Project No : ()5 Z Expires . 07/15/2001 OWNER DEEVY BRIAN & CARYN OSTERGAR01/15/2001 Phone: 1 LITTLERIDGE LANE ENGLEWOOD CO 80110 License: CONTRACTOR HEARTH EXCHANGE, INC. (THE) 01/15/2001 Phone: 970-827-9623 P.0 BOX 670 MINTURN, CO 81645 License: 174 -M APPLICANT HEARTH EXCHANGE, INC. (THE) 01/15/2001 Phone: 970-827 -9623 P.0 BOX 670 MINTURN, CO 81645 License: 174 -M Desciption: Install gas log set in fireplace and add gas fireplace Valuation: $6,200.00 Fireplace Information:Restricted:Y #of Gas Appliances: 1 #of Gas bogs: I #of Wood Pellet: 0 ++++++++++++»wr»»»»rrrwr»»»»»»»»»wwr+**+++++++www+++»*»r»»ww»»rr»»»»» 1,1;L"SUMMARY ++w++++w*+w**r»»»r»»»»»»»»r»w»w»wwww+**++*++*++*+++++w+w+»rr Mechanical--> $14 0.0 0 Restuarant Plan Review--> $0.00 Total Calculated Fees---> $178,00 Plan Check---> $35.00 DRB Fee---------------------> $0.00 Additional Fees-----------> $0.00 Investigation-> $0.00 TOTAL FEES--------------> $178.00 Total Permit Fee----------> $178.00 Will Call-----> $3.00 Payments-------------------> $178.00 BALANCE DUE---------> $0.00 Item: 05100 BUILDING DEPARTMENT 01/15/2001 KWARREN Action: NO ROUTED TO CHARLIE 1/15/01 01/16/2001 JRM Action: AP CONDITION OF APPROVAL Cond: 12 FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC. 806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC. 1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 31 BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLANG. Cond: 32 PERMIT, PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004 .6 OF THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required,completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes,design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV E BY F,L HONE A 47 2138 OR AT OUR OFFICE FROM 8:00 AM-5 PM. P+ i SIGN ' RE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADOCopy Reprinted on 01-16-2001 at 15:25:42 01/16/2001 Statement Statement Number: 8000000364 Amount: $178.00 01/16/200102:08 PM Payment Method: Check Init: JRM Notation: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Permit No: M01-0004 Type: MECHANICAL PERMIT Parcel No: 210107211018 Site Address: 736 FOREST RD VAIL Location: Lot 11,Blcck 1, Vail Village 6th Filing Total Fees: $178.00 This Payment: $178.00 Total ALL Pmts: $178.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - MP 00100003111300 MECHANICAL PERMIT FEES 140.00 PF 00100003112300 PLAN CHECK FEES 35.00 WC 00100003112800 WILL CALL INSPECTION FEE 3 .00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 01/12/2001 18:38 9708279222 PAGE 02 '"l.. • - --__�. .- - .■ �: Project Building Permit #: _ Mechanical Permit 4: r TDO 970-479-2149 (Inspesiidhs), 'TOWN OF VATL MECHANICAL PE MIT APPLICATION "i'Va 1, oo rado Rd. Permit will not be accepted without the followin : X!°lfaii, Colorado 81657 9 Provide Mechanical,Room Layout drawn to scale to inciude: c Mechanical Room Dimensions o Combustion Air Duct Size and Location C3 Fiue, Vent and Gas Line Sze and Location Heat Loss Calcs. Equipment Cut/Spec Shuts ontart Ea /,e Cou»[y A ars ^ffce at 170-32B-8040 or visit eaa/e-coon ,rnm fog Parry! ;Parcel # (Required riF no bldg. permit # is provided above) �l � ;)nb Name: 3: Job Addr : tragal Description t: Siock: Piling: Subdivision: lP,�•�•� , a.';Owners Name::, Address; Phone: j1 ginee r• Address: Phone• r i fled description of work• w1 I' irk Class: New A dltlon ( ) Alteration ( liepair ) Other( ) iter Location: Interior ( ) Exterior( ) Other( ) Goes an EHU exist at this location; Yes ( ) iyo { ) I ,,"pe of Bldg: S7ngle4amily( ) Duplex(j) Multi-family( 1, CQMMw Jal( ) Resmurant( ) Other( ) ++ ,'v. of Existing Dwelling Units In this building: No. of A I, ccommodation Units m this building: X e of Rreaiaces Existing: has AQpllanres ( Gas Loos ( 1 Wo gd/Pellet f Wood Burning ( ? Ype of Freplaces Pr^dosed: ''-s Aoplian= (f ) Gas { ) Wood/Pellet.(. ) Wood Burning (NOT ALLOWED; ?, `iis a conversion from a wood burning e to an EPA PhaselI device. Yes' !I' COMPLETE VALUATION FOR MECHANICAL PERMIT(Labor &Materials) ANICAL• CONTRACTOR INFORMATION icat Contra Town of Vail Reg. No.; Contact and Phone #'s: i t dor Signature: * * * e *****FOR OFFICE USE { O#herFeeS; Planner SF n=aM-,- Acre g 0118 Fees: Date Received:. +MetForms/mtehperm 01/15/2061 11: 08 9708279222 PAGE 02 IULJF=380OR 0MP & �Pu'we I OnMts rr ` Radiant heat ftrtpl=.All ird=Drti' t= � Itttenor uTith standard fuel gree.38" j.:ween sm.Opnons lnciude glass doors A 4 IM, � :j tJ2' and wmbumon air kit. GSA:, �• Or P ?„ ,;il" � 731!1' I �.E---•�40 6i6"' Black bi-fold F,''. 38SBF•PB l Polished brass bi-fold k 385BF-5PB Solid polished brass bi-told ¢ t i 38SBF-ABR ' Antique brass bi-Fold 38sc-SPE Molddoor T*Series door a' Solid polished brass twin-pane ryyt -t :.Outside Air Kit{ �-� � ,� For Lw with MA furplacfS in t:onventional homes to dua outside combustion at r to the CAKALD fireplace.Model CAK-4LD supplied without 4" dun.Obtain required duct lucally or use Superior's Bulk batt Kit.Monet BDIC . 'Mective Component Heights ', Fuepiace 38" T" 46-1/4" TFB-18 16-t/4" T 8.CI'D 4" TR-36 34-A' 7F8-12 IMA" 4}Additional Information {` weight 170 lbschimnev clearance l" Firmtop 8f5 Flue T}pe TFB(S-) ft.Sysm Height 12' rertnlnatlan fFB-CM x,61' •1„g i I �,• {. bu ` 4 r"i" i 01/1512001 11: 08 9702279222 PAGE 01 Y FA MEMO 6 j Hearth Fxchan a-- 4 v pl+yTa: Date: Time: :Company: l� n,� .rr� ,,►�! S From: ►ylt� 1�� T H� z. p a 'IFax#: � r Phane#: - 9523 IPhone#: Fax#: (970)-822--9222 ,,,v`, ,Subject; Message/Note: S lam ale40OF 1AJ: s � 7 / e YZ 4A.s TXIL S� k, Lilt -- total pages including cover: f�. • If you did not receive all pages please call (970)827-9623 ASAP! I� + THE HEARTH EXCHANGE, INC aki L SOX 'c'• Z�-n�ii� � ir;,iKi°. 7 C-j 327-'l772 • Rra)lace 0 T' tix�r�,ate The Original Gold Arched Firepla.ceTM Unique Positive Pressure Heating System Face Xtrordinair(sometimes called the FPX)the"Original ne of the unique design features of the Fireplace Xtrordinair Cold Arched Fireplace",introduced the trademark product shape is that you can use fresh air which is drawn from outside the e parallel arches,the arched viewing area and the parallel 0 home for both combustion and heat transfer through a arched face over a decade ago. The unique design of the delicate lace unique concept called 'Posi-Pressure'. Posi-Pressure technology pattern concealing the air intake and heat exchanger,and the arches draws outside air into the cavity around the fireplace,heats it,and have identified Fireplace Xtrordinair to thousands of discerning circulates it throughout the home via a quiet, remote blower. The homeowners all over North America. heated air naturally `seeks out' and penetrates cold spaces, Nothing Matches A Real L.q Fire, warming the entire home evenly while `sealing'cracks, fani cold coair hen you enter a home,what's the one thing that makes you leaks and other drafty spots feel instantly welcomed and relaxed: the cheery crackle by preventing G,u1.Ur Intake for FtrePlace d dancing warm flames of a real log fire on the hearth. infiltration, / sheuald chimney The fireplace has always been the heart of the home. The mood it Outside Air for combustion s Posi- inspires sets the stage for all our fondest memories of romance, PressureUistribution G� family sharing and 70' festive gatherings !E !:=- around the fireplace. ►i' This wonderful \ 70. 72• ambience is threatened by � � society's need for efficient use of fuel and a cleaner, healthier environment. (this!rationdepicts typical heal drstribulionofheated air in a home. Heatnrq capaci(y and room temperature may vary due to location of fireplace, The fireplace of old,and most manufactured fireplaces,cannot degreenllmulation,typeuffrrelandfuel moisture content. meet these demands. Any heat generated by a traditional fire- place goes up the chimney and not into the home. Home Air Recirculator ou also have the option to install the powerful blower within The solution is fireplace Xtrordinair. This state-of-the-art fireplace YRecirculator, he home and use the Fireplace Xtrordinair as a Home Air design,available in tufo different sized models,provides the that provides a circulation of heated air throughout warmth,romance and beauty of a traditional hearth without heat the home, loss and air pollution. The Fireplace Xtrordinair is installed as a zero clearance fireplace,and has an enviable overall efficiency No Fireplace Burns As rating up to 73;4. It is certified by the EPA as a clean burning, environmentally responsible heating appliance. Clean As Fireplace Xtrordinair The Furnace That Looks Like A Fireplace source of heat for he Fireplace Xtrordinair is designed to maintain the aesthetic your home shouldn't appeal of the fireplace while delivering up to 76,700 be a source of BTU's/hour, through a decorative grill built into the face pollution for our environ- design,framing the fire and enhancing your home decor. Other ment. The Fireplace heat-circulating fireplaces require large unsightly louvers or highly Xtrordinair utilizes the visible vent boxes above the fireplace opening,sacrificing the latest catalytic technology traditional hearth look. to reduce emissions by 90% compared to p conventional fireplaces. ' The Fireplace Xtrordinair features sleek lines and large glass doors A catalytic combustor for an expansive view of reduces the temperature the fire. Optional gold at which smoke ignites, plating on the face and causing it to burn before door add a dramatic flair. CIR11f I [ D it leaves the firebox. Only Fireplace Xtrordinair creates such Unlike most fireplaces, the Fireplace Xtrordinair surpasses the a uniquely beautiful, EPA's strict emissions standards for wood stoves-in fact,emissions versatile look in a high are as low as 2.3 grams of particulates per hour for the Model 36 BTU output fireplace. Elite and 2.5 grams for the Model 44 Elite! 0 0 Looks [11A A—Fl—replacipx Tihere has never been a fireplace made the combustor actually lowers the (9) Heavy gauge,welded steel firebox that compares to Fireplace Xtrordinair temperature it which gases burn,thus construction and rigorous Underwriters n all the performance categories,effi- allowing the appliance to burn efficiently over laboratory(M.)safety testing by Warnock ciency,emissions and BTU output. One of the the complete operating range and producing Hersey insure complete peace of mind. most critical of all performance characteristics more useful heat. of any heating appliance is the "overall effi ciency". This im- The huge size of the refractory lined (5) cera Large viewdouhing e doors frame the largest 73 % portant data tells firebox(4,3 cubic feet on morle14I Elite:& ceramic viewing glass available in any heat you how much of .3.7 on the inodel36 Elite),combines a large Producing fireplace. oVerM the energy genet- fuel load with the burn characteristics of the ated by combustion catalytic combustor for longer.more efficient Model 36 Elite Door Size: 28"x 36 Efficiencyis turned into use- burn times than those found in any I Iigh- Model 44 Elite Door Size: 32 r 44 ful heat. The Fire- Tech stove or uncertified fireplaces. place Xtrordinair is rated by the Department of Environmental(Quality(DEQ) in Oregon as having 73% on the model 36 Elite. This is the z;I, - highest rating ever achieved by a wood burning fireplace,in fact much higher than most E.P.A. _: certified wood stoves. - j How The Fireplace Xtrordinair Works. A single air control (1) regulates the horn rate of the fireplace. As the fresh air is directed to the wl ) ); '3v primary combustion zone of the fire, it is drawn evenly across the glass by a sophlsti- i cared air wash. (2)This air wash is designed r ;I to help keep the glass clean during higher operating settings. a; An additional boost to the primary fire is achieved , by air inlets (3)near the base of the huge lirebOX. This combined air entry allows for aggressive and 1f r + easy to light fires t ' There are two EPA approved methods for "°_ • �, 1' s {r :; reducing emissions in certified wood burning r, appliances, one being non-catalytic High-Techx �7 design,the other using catalytic combustors. ' The Fireplace Xtrordinair features catalytic Technology. The catalytic combustor(4) is a ceramic honeycombed block that is coated with a mixture of palladium and platinum. A catalytic by-pass mechanism (6) is designed e A Model 36 Elite 3 ' a to prevent smoke spillage during leroClearance Fireplace refueling and allows for quick,effortless firestarting by allowing a direct unobstructed f._._r path for the true gases during start-up. (11)The blower micru-switch adds safety m 5 -,y� r.�. 1I by instantly turning off and on the blower E ,i 4 fm rx�r r system when you open and close the doors The heavy baffle plates(7) increase the time y p � 'a�,it the unburned gases stay in the firebox, to add wood. • allowing them,when mixed with fresh oxygen prior to entering the catalytic (12)The log retainer allows you the ability L a combustor,to increase efficiency and lower to load a large amount of wood without it Cenventiona! Convortiocel AwagoEPA Fireplace F,realars rolling hack out. OPen Ufludiiied CAMied Extrordmau Extrorama, Mis"110115. Fireplaces Woodsiovos Woadstova Mcdo136Eite Mods,44'di!e The combustor is designed to ignite any (8)The variable speed blower control NOTE:If you purchase the single gold or unburned volatile gases that would otherwise alloevs you to adjust the amount of heated black door you will also receive the cast pass up the chimney as smoke. The catalyst in an,circulation your home re(juires. decorative andiron. C Sp •fi ations aw sS like & Tpace Requirements P'eutures & Model 36 Elite Model 44 Elite Highest Specifications Zero Clearance Zero Clearance BT Output FM Phase 11 Approved YES YES--- Overall Efficient 73% _�72% ofAny Phase 11 -Heating cgadrt r ---,—Up to 2,500 Sq./Ft. Up to 3,000 Sq./Ft. i Certified Fireplace Emission'5,-I i 2.3 Grams/Hour 2.5 Grams/Hour The Fireplace Xtrordinair is one of iviaxirnnnT Burn TimvA 10 Hours � k-uls — the cleanest burning and the highest Flue 8,1 Opening LD. Opening I.D. BTU output appliances ever certified. Overall WidLhf 42" Overall I)cp(k 97" 27 rPX'u.�,I 16 RX'136 111 F�,,`I'll A411 0IJ I V Firebox Capacity 3.7 Cub-ic Feet 4.3 Cubic Feet C; :R,i"1 24 N� 1�1�1"IJILV Wood Size 12" IPIU.�Illi�l U%i:NX 11, The Posi-Pressure 111 "1 LB�-Output Cordwood 10,300 to 66,000 PerlHr. '10,700 to 76,700 Per/Hr, This "irm;iiii hi,$rv4;aL-Xt,afCkni nadiii,,and oths,C"i 1',i — System islolaI i,ii 199e VC13drigof PaEq 2 Hal- *DEQ Method —E944 Aliih I �Xot Including Faceplate A I'missirorn Erilloency,lfealotq Capacity aridEum Time may ue?ll dv1Ai?dro_q on actual Fresh outside air is drawn through a remote,quiet 388 cfm blower(13) to hOMP noor ptar7.IyPI OffIlel used,0,2d moisture conle??f.Emissions numbers are those their pace been cerfifiedbo the I IS.E.P.A 1011outputbased on burnmq curdivaod pressurize the house,and provide outside air for combustion. A washable air EPFcien,�q numbets are based on OwgKept o(Environmenial iqhty lest silandardT. filter (14)keeps incoming air clean. The barometric damper (15)prevents cold air transfer into the heat chamber when your fireplace is not in use. Frarning ifica.tions Outside air is circulated around the entire firebox (16)for maximum heat A B transfer before being directed through the decorative face outlets to pressurize WIDTH DEPTH HEIGI IT 1 your home with fresh heated air. The finish face (17)is removable and comes Model 36 Elite 43'(541'*) 26"(37 1/2" 45 1/2 from the factor),either gold plated or with a metallic black paint finish. Check 261/8"(37 5/8'-)l 50 1/2` with your dealer for custom paint colors they may offer. Use these measurements if you are installing unit in an outside chase. All Models of the Fireplace Xlrordinair Also Feature... This includes room for the blower in chase. NOTE:Framing -Built-in thermodisc for automatic control of the blower. Space For Pan: a 8 foot electrical leads for the blower(81 extension Height 13" with junction box are available). Width 1131' Depth =111/2" N, This quiet, remote 388 CFM blower enables practical use of the fireplace sin the family room or the most Mantle: formal IrvingIrvingroom. All models 23"from fireplace face combustible facing to fiyeplaceface is 12'. Ifearth: All models require a 20"non-combustible hearth. Chimney 'Cernco 82 Series,Superior TF8,FMI 8HT,Marco 8D Abdel 36 Elite Zero Clearance Dimensions I 4 1V ;,w- 14 42* 26' •Mason's set-up face provided on the fireplace during installation to prevent �—42' FACE damage to the decorative faceplate. •3 blower duct locations for a wide selection of blower installation options. Model 44 Elite Zero Clearance • Unit comes with universal chimney adaptor. •Flex duct for blower included. •Flex duct and cooling vents for fireplace included. 4 12' 4, The dimensions and clearances on this page are for reference only!Refer 61 4 -:A!43 N FACE to Owner's Manuel for operation and exact specifleations prior to installation. 01/12/2001 18: 38 9708279222 PAGE 01 YAM iffearth Date: Dl Time: 3� 1 °+ Company: From: Phone1Q) a Fax#: -- Phone#: o Fax#: (4Z41 82�.97�2 Subject:— -------------------------- - �� Message/Note: I ezz— , ; I -v1 Total pages including cower:_. it you did not receive all pages please call (970)$27-3623 ASAP! THE HEAkTH EXCHANGE, INC, n,,,k, SUI[E D-2 1 Z�l�98 �\. lii;iY ✓:'r'r 24 • .-.Q. Box 670_'rJ i/,45 ■ i07C,; :-327'+'32,. • .CK IFr 701 i3?7-�G 17 C.r'. FIVI G lq ......... 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(ry e_' _.J �_ W Z T .p 0 rnx 1111 VAIL, ��'- '-•i�0 31657 �/ F.E.SI:XjlTIAL tit:iTr_� L Sa�R TAP FEE Gy�TIUI PHYSICAL PUNjlCK �` . F !T"r' STF EET ADL"�ESS r7 =oe 2 IST ` , ,F tk LAT 1J-�� ZLCCK �ViL BILLII. ADDRESS 1. PASC----rrr - 3 �IN $ TOILET 2 x 1.50 - 1ST FLDOR tOtIE 1..471f PATH) 210 FLOUR Z - X _ . ,D FLA04t EXM S I NKS 2. FUll RAM z 3.00 = FLOOR 1 (SilurT�t OR TL2 '� FLOOR BASIN, TOILETS — I y �r,D FLOOR � o 3: BAsEy---NT RarMs (LIVING Rte, X 1.00 - /y FlDat pL—D-Q •TS, GFFICES,/Q 3 IST FLOOR STiID105) - o SRD FLOOR q. z_ KITCrENS Z x 2.5� _ I _ Z . DISfeMaC-45 z- x 1.00 2 LAUICRIES 7 x •50 5. (PER WASF�) 6. ICE r',AGiINES X Z � 4 7. _ Z SAUNAS x .25 - N Q 0 a 8. WATER Y�ATER CDOLLR[It5 x .25 = � W w z a 9. slYIrY mG PwLs X 5.00 0 Q. � _ _ OUT FI l _ �— Q S I 10. - r�INLe..,l~1OF X� � X �— �"� w ( a wu a- APAMEND i. FULL BATHS x 3.00 2a Rows x 1.00 = cl) W i KI TEln 3. DI Sr-c-U;ShER x Z O u DRIES x .50 � a w s o � m 5. auTSI WATER x 1.00 = a W z Ln LU TOTAL POINTS . .• 10.03 Polus•= 1.00 �„ z° J w AL UN 3 x L--/ = s_Z 7�� -- a TOT E Q Q CL > f- INSPECTOR DA rctlaiING TIL M-1PLETICri OF COIISTRLCTIOV OF ALL STRI1CTlk:CS, THE DISTRICT SK LL ['ERFO�'1 A F!TlSIU.L 1'ISr'ECTiC:I OF ALL rFu•1IS`_S 10 CETEn-titcL TI_ f!UrkER OF POINTS - - TU BE ASSESSED ACCL)01;:i TO TF E Th' FEE. .::D f'v1TE Ste! F�JLE, AS TI!E DISTRICT SKAI-f t:J:E "L'1y`flrTC,11;�[USUZITSn - LU1,LDI'n cx 1ER'S'vly IN THE IWAlbt TAP FEE PAID. THIS I;'S?ECTICra SIWL AL . f%iD SogfR SERVICE C}MGE. BOARD OF DIRECTCXIST�rtrr� n�ct�lPT - -- - - - - - - - - - - - - - - - -- ---- - _E3, S 2!L� ;01 zo 3 3, 17 )�70 n`4 0 (flu yZ 117 S I� !4 Pertnit No. VAIL WATER AND SANITATION DISTRICT401 WATER AND SEWER TAP PERMIT lOW TAP PERMIT WILL NOT BE ISS UNTIL TAP FEES HAVE BEEN PAID IN FULL. NAME OF JOB LOCATION AND LEGAL DESCRIPTIO GENERAL CONTRACTOR LIC. NO. PLUMBING OR MECHANICAL CONTRACTOR LIC. NO. EXCAVATING CONTRACTOR LIC. NO. SIZE OF TAP:Water - �/ Sewer �' Meter Size NUMBER OF UNITS -G0l- (x$600.00)=Amount � d Date Bi Iled Date Paid ?_ Finance Director Bldg,Dept.-White;—Water and Sanitation-Green;—Public Works-Canary;—Contractor-Pink;—Accounting-Goldenrod mrprinuryLai • PROJECT # Aft / . • OWNER' S NAME T L�1 LOT f , BLOCK ,FILING 40i PHONE # to ull 01, 0 1 V box 100 department of community development vail, colorado 81657 (303) 476-5613 The following additional information or corrections are required to complete the Plan Check which is now in the Building Department for review : Jay / �/� /CA TF. di,7= T I VAIL WATER $ =11TATIJI DISTRICT P x1Q� �. VAIL, lax1w 31657 • RLSIDafTIAL {'LATER & SEVER TAP FEE Gy_CULATION PN(SICAL PLAN CHECK X' �f� J� r✓r, ,.� _ a aFEET ADDRESS LOT I DLCCK �riLillG L f.. BILLIPL ADCRESS " 1. PAsF1-Trrr 3 AST FLOORFLOC.4 Irl 8 TDtLET x 1.50 = 2P� (ottE FALF EATW SRD 3 z . RD FLOOR EXM SINS X .75 - 2. BASED J'rr FULL BATH IST FLOOR (SMWER OR Tiz 3.00 = 4PQ FLOOR !/ BASIN, TOI L.E TJ ARD FLOOR BASE1-:NT Rcoms (LIVING ROOr1S, IST FLOOR EMMONS, CMCES./Q x 1.00 = /y FLOOa STUDIOS) FLOOR _ q. Z KITGENS 2 X 2.50 Z- . DISI-tiJASHMS 2-X 1.00 = Z 5. 2 LALMR I ES. 7. X .50 = - (PFR I;ASI- .) 6. ICE PAM INES X .25 = 7 Z SALKAS X .25 = �5_ g WATM COOL-MS g ' rrATM FOUTTAMS X .75 = �. SWIMING POOLS X 5.00 10. �OUTTSI=LIE WATER Z X (MINvai OF a �IPARTF�IYTS . 1. FULL BATHS x 3.00 = 2. Roars X 1.00 = 3. KITDCN X - DI SMASHER X IJ417mRIES X .50 = 5. OUTSIDE WATER X 1.00 = - TOTAL POINTS �- • - 10.00 POI NTS= 1.00 LI`�,1 TOTAL. WITS X 5_Z--Z4 C� IRSPECTOR JOA�7 FCyLiUMIG TIC CO'-PLETICYJ OF CXIS1RUCfla-4 OF AI~L STRLCnrES, THE DISTRICT SWJ-L PERFO,% A Pf (SIC,L 1.1VECTIM OF ALL rREPUSES TO rCTZF,;-1INC TI' NULVER OF POMTS TO BE ASSESSED ACCOr'JtI:1 TO Tr= tit,;I"cZ ,::D Sc,.eR TA' F=EE, :..I) 1.,1TE SCIT-MLE, AS fti-'LN.'DED, AND WE DISTRICT SHALL tl.-IE X4L2 Y ADJUST.ZITS NECESS, Y IN TIER IGIIJL TAP FEE PAID. THIS I;ISPCCTlorl SIIAi.L X-`O DITEIL'1I.lL TIE EUILDII:G OI,-1ER s mvtpt AN{D SELLER SERVICE ❑WAGE• DOARU OF D I RLCTURS vnJs u+Tr- -„ vAmlTATlTrJ "?4%TR1rT •- i • TOWN OF VAI L4�1 PERMIT NO. STREET CUT PERMIT rOWo .Lk o (Job Name or Locf V4ork) `' _ Pd ' �� 2. � - >z Excava ing C tr l r' Name,Addressand License No.) c a 3. Work is for:(circle one) W SEW GAS ELECTRIC ,ly JTEPH(C&)NEV CABLE C 0 U (Contractor's Signa re) I Permit Fee �J BMW: Paid: Receipt#: U (Finance - a I INSPECTION REMARKS L 3 n v O m a fIl SKETCH PLAN OF WORK ATTACHED the printery:ani 15 August 1979 G Design Review Board Town of Vail Subject: Material change for the retaining walls at the Garton Duplexes on Forest Road, Vail , Colorado. Dear Members: We wish to change the materials form the stone veneer, due to a lack of availability, to a textured concrete retaining wall . Our intent is to bushhammer the surface of the concrete to a uniformly course texture, with 2" chamfered edges. The wall would then be stained to a color consistent with the overall color scheme chosen by the Architects. I feel this type of retaining wall treatment would be consistent with the overall intent of the site design and consistent with the approved building materials.- Thank you, Kris W. Sivertson Sivertson & Associates Landscape Architecture P.O. Box 3289 Vail , Colorado 81657 KWS/cco Project Application Date 719- Project Name: Project Description: Owner Address and Phone: Architect Address and Phone: Legal Description: Lot /10 Block Filing Zone: Zoning Approved: Design Review Board Date A�—?q Motion by: t) Seconded by: ,--_APPROVAL DISAPPROVAL k/y Summary: Zoning Administrator Chief Building Official. 7v— Date: Date: Project Application Date 72 Project Name: Project Description: Owner Address and Phone: Architect Address and Phone: 6- Legal Description: Loth 4 ot5-4 Block Filing Zone: Zoning Approved: -77- Design Review Board Date Motion by: Seconded by: APPROVAL DISAPPROVAL .14 L 72 Summary: 7 11Administrator Chief Building Official Date: Date: the p—l"Safi ZONE CHECK 1-o r SFR, R, R P/S "ZONE DISTRICTS Legal Description : Lot Block _� Filing Owner Architect ---f�g+e� _;)W"A-U0s u.J Zone district P�S Proposed Use Lot Area �! 'D ��r Height AlImjed 30' Proposed Setbacks: Front-Required 20 ' _Proposed _ 2v _ Sides-Required 15 ' Proposed 2.z �✓ Z Z ' e Rear -Required 15 ' Proposed Vlatercourse-required —fir Proposed N � GRFA: Allowed i d b.1 .__ Prop;s,,-_d GRFA: Primary Allowed fLo C) Primary Proposed A 2, Secondary A] I owed r Z Secondary Proposed -Q -� Y Site Coverage: Allowed 20 a Proposed p� Landscaping: Required �O z_ Proposed OK Parking : . Required _ Pmpor:ed - Qp o Drive : Slope Permitted O v Slope Actual °o W Environmental/Hazards: Avalanche ©K Flood Plain _ Slope /??v,r G -.. y yd t-• _ 1�-c �y�y . Coranents : _ 6 , -K7ti,A Zoning : Approve /Disapproved_ Date: ;% Adlnipi-�trator r (y° I t r _ S ,r r7f3 , c" v2� Sr � qy • � ,�'� .�5�' X5. 75' l E i r ll.i Lc 1�1t'lr).�1�:IST 1i:irl, OI�� n 7_ ' TJ ItlALS rnMr 01,' I)I,OJrcT LEGAL DESCRTPTIONLur 13I�OCK �W AUC( • -FILTNG DLSCT?.IIITIOd OF PROJECT -VM69 .19ft The :follo%%ling in forrlation is required for submittal by the nppl icalit to the Design Revic�,,, Board before a final u.pproval can be given . A. ) 13UILDING MATERIALS : Type of Material. Color Roof — Siding Vt✓ -f� �+ Other Wall Materials Fascia Sof f its Windows Window Trim Doorsc�G1� L • P�1 ' '�a� � .r�M Door Trim go- Hand or Deck Rails � �/ • —_ F tIes v0 Flashings Chimneys Trash Enclosures T - Greenhouses tom _ Other E. ) PLANT MATERIALS � �' (Vegetative , Landscaping Materials including Trees , Shrubs , and Ground. Cover) Lot--anical Name Common Name Quantity Size_ � Page 2 Plant Material,; Continued Botanical Dame Common Nameuantity Size C . ) OTHER LANDSCAPE FEATURES (Retaining Walls , Fences , Swi_nuning Pools , etc . ) (Please Specify) tirr