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HomeMy WebLinkAboutVAIL POTATO PATCH BLOCK 1 LOT 23 LEGALodf,[rtw tElEt.@uEr{t fttz*?'+A' blb I ,lof>s Design Review Board ACTIOI{ FORM Department of Community Development 75 South Frontage Road. Vail, Colorado 81657 tel: 970.479.2139 tax. 970.479.2452 web: www.vailgov.coft Project l{ame: Jaffe New Residence Project Descriptiou DRB t{umber: DR8070287 Final review of a new primary/secondary residence Participants: OWNER JAFFE, TOM 3 HATHAWAY LANE 0612512007 Phone: 201-780-8178 ESSEX FELLS NJ 07021 APPLICANT SEGERBERG MAYHEW ARCHITECTS 0612512007 Phone: 970-476-4433 KURT SEGERBERG PO BOX 4700 VAIL co 81658 ARCHITECT SEGERBERG, MAYHEW & ASSOCIAT06/Z5|Z0O7 Phone: 970-4764433 101 EAGLE ROAD, BUILDING 6 AVON co 81520 Liaense: C000001762 Project Address: 789 POTATO PATCH DR VAIL Locationr lot 23, block 1, Vail Potato Patch Legal Description: Lot:23 Block: l Subdivision: VAIL POTATO PATCH Parcel Number: 2101-053-0102-5 Comments: BOARD/STAFF ACTION liloUon By: Dantas Seaond By: Gillette Vote: 4-0-0 Conditions: ActiON: APPROVED Date of Approval2 0810L12007 Cond:8 (PI-AN): 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 a New Construction Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 telt 970.479.2128 fa<: 97 0.479.2452 web: www.vailgov,com General Information: All projects requiring design rwiew must receive approval prior to submiting a building permit application. Please refer to the submittal requiremenb 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 Departnent. 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 conskuction oommences within one year of the approval. Description of the Request:A primary/secondary duplex to be built on Lot 23, Block 1, Vail Potato Patch. U Ns ) Fso \ LocationoftheProposal. 161; 23 Block: 1 Subdivision:Potato Patch Physical Address:789 Potato Patch parcef No.: ;Ual - 063 0 | -0+f (contact Eagte co. Assessor at 970-328-8640 for parcer no.) Zoning:Two- f ami ly primary,/ secondary Name(s) of Owner(s):Tom Jaffe (e-mail: tomjaffeGcomcast.net) Mailing Address:3 Hathaway Lane Essex Owner(s) Slgnature(s): Name of Applicant:Segerberg Mayhe Architects (Kurt Segerberg) Mailing Address: P . O. Box 47 0 0 VaiI, CO 81658 Phone: 970-476-4433 s, E-mailAddressl kseserberq0smarchs. Fax: com Type of Review and Fee: tr Signs E Conceptual Review p. New ConstructionO AddiUon tr Minor Alteration (multi-family/commercial) D Minor Afteration (singlefamily/du plex) Q Changes to Approved Plans tr Separation Reque* 97 0- 47 6- 4608 $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a nelrr building or demo/rebuild. $300 For an addiuon where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site impro/ements, such as, re-roofing, paintng, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvemenb, such as, re-roofing, painting, window additions, landraping, fences and retaining walls, etc,$20 For revislons to plans Design Review Board. No Fee already approved by Planning Staff or the LECEIVE Design Review Board. '# EtrZfrW cnecxNo'/il4 evi Meeting Date: elanner: E6 project No,: TOWN OF VAIL PrjoT- o 7€? ++++*++**lt+l|{|****laf**'l*f*'3********+++++ta***l++***llltt*lt**+++++++tfft++++++*+a****t*t*fll TOWNOFVAIL, COI'RADO Stat€metrt*****++t++at*l*tt**atat*a***a****l.++++l'++l{'+**+a.{.lr*+****+t********************ttttttt+'}+t*tta+t Stat,ement Number: R070001097 Anount s S550.00 06/25/200704:23 PM Payment Method: Check Mayhew & A8aoc / ck :,.3274 Init : IJT Notaclon: Segerberg, Permiu No: DR8070287 Tlpe: DRB - New ConatructLon Parcel No: 2101-053 -0102-5 Sit,e Addresg: 789 POTATO PATCH DR VIIL IJocation: ].ot' 23, block 1, Vail Potato Patch Ttris Palments: $650.00 Total FeeE3 $550.00Total ALL Pmts| $550.00BalaJrce3 S0.00*+*fl+*'.at***t+++ffa'.t}*ta*fatt******aa++a*a*++t**a*t'la***ta*++*a+*++++*+*++**+****f'll'l'++ar+++ ACCOTJNT ITEM LIST: Accolmt, Code DR OO1OOOO3LL22OO DESIGIII REVIEW FEES 550.00 DeEcripcion Current PntE Fttt cuPr Departmnt of Community Dmehpment 75 South Frontage Road VaiL Cohrado 81657 97M79-2138 FAX 970-479-2452 utuurailgou.com June 29, 2007 Kurl Segerberg Segerberg Mayhew & Associates PO Box 4700 Vail, CO 81658 RE: Jaffe Residences (DRB07-0287) 789 Potato Patch Drive/Lot 23, Vail Potalo Patch Dear Kurt, The Town of Vail Staff has reviewed the Design Review application for the ploposed new primary/secondary residence located at 789 Potato Patch Drive. The following is a summary of the comments from that review: 1. All utility verification and approval forms must be submitted. 2. The adLquacy of a physical conneclion between the two units (as required by Section 14-10-6, Vail Town code) shall be subject to the interPretation of the Design Review Board. 3. The entirety of all interior stairways count as GRFA (gross residential floor area) on all levels oJ the buildinj. The plans must be c6rrected to comply with the maximum GRFA limit of 7,011 sq. ft. (secondary unit max. of 2,804 sq.ft.) 4. Submit redlined plans showing the landscape area calculations. S. Submit redlined plans showing the site coverage calculations (site coverage shall include- the building footprint plus any portion of a roof that extends further than 4 feet from the face of the 6. 7. 8. 9. building). Submit building cross-section drawings. A sfope analysis must be submitted (refer to Section 12-21-14, Vail Town Code). lf the average slope exceeds 30%, the provisions of Section 12-21-14, Restrictions in Specific Zones on Excessive Slopes, Vail Town Code, shall apply to lhis proposal. The stamped topographic survey must identify the lot size. Site Plan:. lf the site has excessive slopes (>30%), the limits-of-disturbance shall be limited to 60% of the site.o The exterior parking spaces must be located entirely within the lot boundaries and shall be located no closer than 5 feet from the Potato Patch Drive roadway. . Delineate the driveway site distance area. Landscaping and other'improvements shall not exceed three feet in height within this area.o Delineale the snow storage areas and submit storage area calculations in square feet (minimum 10% equivalent of driveway area). Snow storage shall not be located within the Potato Patch Drive right-of-way.o The driveway snowmelt system must be on a separate zone within the Potato Patch Drive right-of-way and labeled as such at the control box. r The concrete pan must be 4 feet in width with a 2" invert and no snowmelt heat. . Show the site drainage on and off site. $ o*ur ruo Departmnt of Commaniqt DevebPmmt 75 South Fronugc Road Vail, Cohrado 81657 970479-2rj8 FAX 970-479-2452 tlwut aailgou,com 14. A site specific geologic accordance with Section hazard report must be submitted with the building permit application in 12-21-15, Vail Town Code, to address the High Severity Rockfall hazard . Label all roof ridge and eave elevations. . Submit water feature details. 10. Landscape Plan:r Show the limits-of-disturbance fence' r Label the iree sizes on the Plan 1 1. Architectural Elevations:o The drawings must be fully dimensioned. . Show any exterior utility meters and screening methods. . Show the exterior lighting fixtures. . Show any proposed building drainage systems (i.e. gutters, downspouts, etc.) . Please be aware that all chimney shrouds must be UL listed. 12. Exterior Lighting:. Submit an exterior lighting plan showing the location of all exterior lights. Please be aware that no more than one non-exempt exterior light is allowed per 1,000 sq. ft. of lot size. Therefore, no more than 19 non-exempt exterior lights are permifted. r Submit luminance calculations for all exterior lighting tlxtures. This proposal is tentatively scheduled for review by the Design Review Board at its July 18, 2007 public hearing. To remain on this schedule, please submil revisions addressing the above listed items by no later than Noon on Monday, July 9, 2007. Additionally: '13. An exterior color and Board hearing. materials sample board must be submitted prior to lhe Design Review affecting this site. 15. A construction staging plan must be submitted with the building permil application. 16. A Revocable Right-of-Way Permit is required for all existing and proposed improvements within the Potato Patch Drive right-of-way prior to the issuance of a building permit. lf you have any questions or comments, feel free to contact me directly at (970) 479-2173. Sincerely, _, ./'/n,/1-.{--- Bill Gibson, AICP Town Planner Town of Vail $ *n"uo r*o July 9,2007 Bill Gibson Department of Community Development 75 South Frontage Road Vail, Colorado 81657 RE: Jaffee Residences (DRB07-0287) 789 Potato Patch Driveilot 23. Vail Potato Patch Dear Bill, In response to yow letter dated June29,2007 we have compiled a resubmittal set as you requested. The following is a written response to your comments listed in the letter: The utility verification and approval form is included in this submittal' We will look to the Design Review Board for their interpretation of the adequacy of the physical connection between the two units. Per our phone conversation we have revised the area calculation lines at the stairs on the SF-l drawing. We have added a small site plan to the SF-l drawing that is labeled Landscape Area Calculation showing how this was calculated. The SF-l sheet has an site plan indicating how the Site Coverage was calculated. We have added a sheet 46.0 to this submittal that includeds (3) building cross-section drawings. We have added to this submitall a drawing that shows our slope analysis. The stamped topographic survey now identifies the lot size. Site Plan (A2.0): a. We are indicating the limit of disturbance on the site plan and it does not exceed 60%. b. The exterior parking was moved to within the lot boundaries and they are not closer than 5 feet from Potato Patch Drive. c. The driveway site distance area is now indicated on the site plan. d. Snow storage areas are now indicated on the site plan. e. There is now a note on the site plan which indicates the requirement for separate zones for driveway snowmelt system that is within the Potato Patch Drive right- of-way and that it will need to be labeled such at the control box. f. The concrete pan is now dimensioned at 4'-0". The note indicates that it has a 2" invert and no snowmelt heat. g. The site plan now indicates drainage swales. h. The roofridge and eave elevations are indicated on the site plan. i. The landscape that runs between the units is a dry creek bed, not a water feature. Segerberg, Mayhew & Associates Archilects, P'C.' A.I.A 1. 2. J. 4. 5. 6. 7. 8. 9. Mair Offrcc: P.O. Box 4700 - Vail, DcDr€r Officc: 12600 Wrst Co|frx cmail info@smrrsbr.com CO . l0l Eaglc Road, Buildiog 6 - AvoD, CO 81620 Awouc. Suite A-140 o lrkcweod @ 80215 o . phonc: phonc: 303 910 416 4433 623 1355 . fax: 9?0 476 4608. frx: 303 623 2262 htD:/fu\ a[.sD]arobs.coD 10. The landscape drawing legend indicates tree sizes. l l. The erchitectural elevations now show mor€ dimensions of materials, the utility meter locations, all the proposed exterior lighting fixtures and the proposed gutters and downspouts. 12. The "it"tiot light fixhre locations are indicated onthe floorplans (A3.0-A3.2) md labled with letters A-D to correspond to the zubmitted cut sheets' We look forward to the Desing Review Board meeting on July 18t for review of this project. Principal Segerberg Mayhew Architects Segerberg, Mayhew & Associates Architects, P'C', A'I'A' Maitr Ofricc: P.O. Box 4?00 - Vail, CO . 101 Esglc Roa!' Buildirg 6 - Avog' CO 81620 : phoDc: 97-0.476 rt433 ' fax: 910 176 4608 i>*;'ifr;,-'ii60o- w*t orar' -,ti-*,-'s"tri il1n'i rskiwoo4 co' 80215 o phmi: 303 623 3355 . tu 303 623 2262 cosit ido@lrn't€L9.con hl&y'Anvw srlarh!'corl| Sincerely, 'ol o7/og MON 12:06 FAX 303 623 2262 SIARCHS_DENVER 38'-7' -32'-7" =6'-0'/23'-0' =26.00/o 48'-4" -25'-1O" = 22'- 6'7 68'6' = 32.8o/o 37'-O" -26'-2" = 10'-10" I 39'-2" = 27.6Vo 34'-4" -25'-6" = 8'-1O" 134'-8" =25.7Yo 34'-1" - 25'-6'' = 8'-8" I 21'-3' =40.7o/o 41'-11'- 38'-7" = 3'4" / 16'-0' = 20.8o/o 42'-O" -28'-10" = '13'- 2" 136'-4" = 36.20/o 44'-3" - 31'-7'' = 12'-A" 139'-6" = 32.Oo/o 48'-6' -31'-7" = 16'-11"/ 63'-9' = 26.50/o 48'-6" - 35'-3" = 13'-3" I 47'-8" = 27.8o/o ..- SMARCIIS_VAIL @ooz Jaffee Duplex Lot 23 - Potato Patch Vail, Colorado Site Slope Analysis Method A: Cut (10) sections at 12'intervals. Calculate slope for each section. Calculate average slope for (10) sections. Result: Site slope of 29.60/o Method B Cut (10) sections at 12' intervals Calculate total site section horizonlal distance and divide by total site section height. Result Site slope of 29.60/o Method A: Section A Section B Section C Section D Section E Section F Section G Section H Section I Section J 26.0% +32.8%+27.60/o+25.7%+40.7%+20.8yo+36.20/o+32.0%+26.5%+27.8% = 296.3 296.3 | 'lO = 29.6Vo average site slope Method B: Total horizontal distance divided by total vertical distance: 23'-0'+68'-6r'+39'-2"+34'-8"+21'-3"+16'-0"+36'-4,'+39'-6"+63'-9"+47'-B'= 390,-6" 6',-Q"+22'-6"+10'-'10"+g'-10"+8'-8"+3'-4"+13'-2"+12'-9"+16"-.1 l"+l!'-!"= 115'-6' 1 15'-6' / 390'-6" = 29.60/0 average site slope Segerberg, Mayhew & Associales Architects. p.C. A.l.A Yain Offlcej P.q.-qgf 1190 - Varl, CO 81858 . tot Easre Road. Buitding 6 - Avon, CODenvef Offce. 12600 West Coltax Avenue, Suite A-i40 . Lakewooi. CO s0215 email: info@smarcfi s.com 81620. Dhone: 970 476 4433 . la'; 97O 478 460S. phonei 303 623 3355 . fax 3Og 623 2262 httD:/ ^ ,vw.sma rchs. com 30-6006 - Tourou Small Outdoor Sconce, Transitional Exterior Sconces Hubbardton Forg... Page I of 3 , .+ bive cltat,l{8001801-2207 | Account v I order Statusi( tAerllOntlnOtb.;- vr"' :''v $",#,,v"#,5%flf,,El/I,!P,g!!E -'& | ,, I sttopping I Inspiration I More StorldEm.#'orlxevworo i@[[[l:Anttle Sitlce 1999 Product Home > Outdoor Lightino > Exterior Sconces > lrrnsfllSnal > 30-6006 - Tourou Small Outdoor Sconce 30-6006 - Tourou Small Outdoor Sconce By Hubbardton Forqe Lisl Price: You Save: Price: Shippino: http ://www. lightinguniverse.com./products/view.aspx?sk u:127 | | 1 4 feronze -;J view samptes Due to the application of some finishes variatiol octur. fOpal Glass -;J View samptes lffiii?.?s\"-t--l (1)75w Al 9 Med F Incandescenl 120 volt Exterior Wet UL Listed. C.U.L. Listed, UL Listed & Print lt Print Spec Sheet :t Save lt Add to Favorites View Favorites Add to Proiect i;i Email lt Email to a Friend (El Questions Live Chat Email us b' ouid"" & Glossary Usually Leaves Warehouse In: 7 to 9 business daYs Customer Reviews Rate This ltem Write the first review Description The Tourou outdoor sconce features a square diffuser held within a metal housing and suspended from an alumir masterurrork of geometric forms, forming intersecting planes that produce a diffusion of ample light. This piece is a medium and large sizes. Bulb is not included. Shown in natural iron with opa; glass. Bulbs 36973 - 6 pack CF1SC/DL - 1 Bulb oty [T: Product Features Part #: Finish Options: Glass Finish Options: Size Options: Lamp Options: Voltage: Constructlon: Usage: Listing: €e4*6S 10olo - $24.50 $218.00 fi 11070 Low Price Gu: FREE 't271't23 Laroer Imaqe 6/24t2007 Page I of I 36-6005 - 12" Tourou Exterior Pendant By Hubbardton Forge htin Part # 810430 Price $364.00 Finish Options Bronze Glass Finish Options Opal Glass Lamp Options (1 )75w A19 Med F Incandescent Dimensions Width 8.25" - Height 12" - Length 8.25" Description The architecturally designed Tourou collection features a synthesis of old and new, of geometric forms, light and intersecting planes.Available in several finish and glass options. Suitable for damp location. Canopy kit with approx. 12.5'wire and 3' chain included. Note: Bulb not included. .-''-'-': /t' L i Li http ://www. lightinguniverse.com/prinVprint.aspx?sku=8 I 043 0 6/24t2007 35-6005 - 12" Tourou Exterior Semi-Flush Mount By Hubbardton Forge 1 http://www. lightinguniverse.com./print/print. aspx?sku-8 I 04 I 0 Li hting Page I ofl Part # 810410 Price $358.00 Finish Options Bronze Glass Finish Options Opal Glass Lamp Options (1)75w419 Med F Incandescent Dimensions Width 8.25" - Height 12" - Length 8.2 Description This exterior Tourou semi-flush ceiling mount features a 5-3/8" closed-bottom glass box enclosed by aluminum. The difrrser is available in Opal or Stone glass. The frame is available in Mahogany, Bronze, Dark Smoke, Black, and Natural / r'^ )f (-, /'\r- --.t/ lron finish.Note: Bulbs are not induded with this fixture. 6/24t2007 1507342T -Step Light By Kichler Lighting htin Part # 329593 Price $108.00 Lamp Options (2)10w Bi-Pin Dimensions Width 9.5" - Height 4" Description Low Voltage Louvered Step Light, Architecturak Bronze Finish. Heighl 4"Width: 9%"Product Finish: Textured Architectural BronzeFinish: Hand PaintedLamp: bulb includedBulb: 2Max. Watt.: lOWBulb Base: Bi-PinShade Material: HEAT RESISTANT GLASSBody Material: ALUMINUMWeUDamp Loc: Appropriate for Wet Locations -f,( 7 r= Li Page 1 of 1 http ://www. lightinguniverse. com/print/print. aspx? sku:3 295 93 7/5/2007 PROPOSED MATERIATS Tvoe of MaterialBuildino Materials Walls at Grade Stone veneer Roof Wood shakes Color Weathered Gray off-white Harbor Mist SW 3541 Shagbark Sw 3001 Harbor Mist SW 3541 Bronze Charwood SW 3542 Bronze Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues 1x6T&Gcedar Stucco 2X R.S. Fir 1x6TeG PelIa 1 x 6 Cedar PelIa L x 6 Cedar Harbor Mist SW 3541 MetaI Painted Copper standing seam Flashing copper Chimneys Stucco off-white Trash Enclosure. ll,/a Greenhouses N/A Retaining Walls Stone veneer Exterior Lighting Copper other - Deck Roof copper st.anding seam Notes: Please specifu the manufacturer's name, the color name and number and attach a color chip. NOTE: AIl exterior stain by Sherwin tr{illiams. F:\de/\FoRMs\Permits\Planning\DRB\drb_neu_construction_1-25-2007.doc Page 7 ol L4 1112312005 Parkitechture sw 6099 Sond Dollor 30-6006 - Tourou Small Outdoor Sconce, Transitional Exterior Sconces Hubbardton Forg... ''. .; Cart ' Page I of3 Checkout >>ffi;R: Live cbat.l.(8001 801-2207 | Accountv I order Status Wt'glt:lp $",*,y"#,s% 0 ltems : $0.00 Onlile Since 1999 P-rplluct Home > Outdoor Ligh-ting > Exteri-o_r.$ca!ces > lransjllonal > 30-6006 - Tourou Small Outdoor Sconce 30-6006 - Tourou Small Outdoor Sconce By Hubbardton Forse [ | sr'tonning I tnspiration I uore sto List Price: You Save: Price: Shipping: se4e*+ 10% - $24.50 $218.00 * 110% Low Price Gu: FREE otv ll*3 Product Features Laroer lmage .$r print I S", Email lt Print Soec Sheet Ematllq€Etend Part #: Finish Options: Glass Finish Options: Size Options: Lamp Options: Voltage: Gonstruction: Usage: Listlng: 1271123 lBronze ,jl view samptes Due to the application of some finishes variatiot occur. lOpal Glass -lJ view Samptes Fffiir@,?5"*-t- ;I (1 )75w A19 Med F Incandescent 120 volt Exterior Wet UL Listed. C.U.L. Listed, UL Listed Ct Save lt Add to Favorites View Favorites {E} Questions Live Ghat Email us Addls rlsjeat Usually Leaves Warehouse ln: Customer Reviews Write the first review 36973 - 6 pack eESC/DL - 1 Bulb http://www.lightinguniverse.com/productsiview.aspx?sku:127 I I I 4 7 to 9 business days Rate This ltem ,Q-:-\ --.l'n \ :-/ & Grid"" & Glossary Description The Tourou outdoor sconce features a square diffuser held within a metal housing and suspended from an alumir masteruork of geometric forms, forming intersecting planes that produce a diffusion of ample light. This piece is a medium and large sizes. Bulb is not included. Shown in natural iron with opa; glass. Bulbs 6124t2007 36-6005 - 12" Tourou Exterior Pendant By Hubbardton Forge htin Part # 810430 Price $364.00 Finish Options Bronze Glass Finish Options Opal Glass l-amp Options (1)75wA19 Med F Incandescent Dimensions Width 8.25" - Height 12" - Length 8.25" Description The architecturally designed Tourou collection features a synthesis of old and new, of geometric forms, light and intersecting planes.Available in several finish and glass options. Suitable for damp location. Canopy kit with approx. 12.5'wire and 3'chain included. Note: Bulb nol included. Page I of 1 http ://www. lightinguniverse.com/print/print.aspx?sku:8 1 0430 6t2412007 35-6005 - 12" Tourou Exterior Semi-Flush Mount By Hubbardton Forge Part # 810410 Price $358.00 Finish Options Bronze Glass Finish Options Opal Glass Lamp Options (1)75wA19 Med F Incandescent Dim€nsions Width 8.25'- Height 12'- Length 8.2 Description This exterior Tourou semi-flush ceiling mount features a 5-3/8" closed-bottom glass box enclosed by aluminum. The diffuser is available in Opal or Stone glass. The frame is available in Mahogany, Bronze, Dark Smoke, Black, and Natural Page I ofl lron finish.Note: Bulbs are not included with this fixture. http://www. lightinguniverse.com/prinVprint.aspx?sku=8 I 04 1 0 6/24/2007 F\JT@ffi6** fAl&rTdEbr idj Aplj,l30,2007 SENT VIA FEDERAI E'(PRESS 7E9 Potato Patch, LLC, e Colorado limited liability colrpany PO Bor 3003 Vill, CO 81658 RE: Propcrfy Addrqss: 789 Pot to Prtd Dr,Vrn,C0 81657 Ordcr No.: 6r+8015445,1-06GMEI Dcn 789 Potato Patch, LLC, r Cotorado liEited Ii.bility comp.ny_ Encloscd pleasc find oc fouowirg doc|rncnc for yo|ll sigoEturg plcasc bc surc to sig! ExAcrLy As youR NAME APPEARS; l. Closing bsbuctions2. Scttlcrtrcot Stslcmcot for Pnrchascr - plcrsc sigtr alt sir copits3. HUD Seclqrcnl Statrmcot - plc.rG dg! rll cir copl6 oD pagc two4. Ta)q Tax Proration, Watcr, SawDr, EDd HoEcowncr's Agroq!!flt - pt.a3. slgtr rlt dr coplcs5. Original Rcal Plopcrty Transfcr Doclaretion - pl.lsc |nrwcr rll qucsdori md lign on prg! two6. CoPy of Wrnnty Dccd aod Bill Of Salc - plcNsc rtf,lcw ard tllfrl below glvtrg your rpprovel of c.ct docunetrt7. Contiaucd Funds ManaglaEor - Ptt !G dgnt. hivacy Disclo$i!- P!r$. rwtcv rld rctti! for your rccords9. hivacy RclcaslPlc c Stgq 10. Lo8n documcoB with coomunity Banls of colondo - ptc$a slg! crrctly a3 st t€d o! docnmctrtr. NorE, somc of th.s! docl|mcutr murt bc siprd IN FRONT OF A NOTARY PIIBIJC. ll. Agglt ofyoqr drtv.rs llccuEc or othcr valld tilcntilicsdo! gggl bG rct[rucd wltb ttls prckig., 12. Escrow lnstudiorB -l copy. 13. Additionrl doarm€nb not listsl. Plcasc sign and retum all abovc.listcd documcEG ir thc cncloscd rctum 6...o.pBcJ@ge to thr ""*-officc no l8ter than EtrbrDdc + Ctlr9. I haw also aftachcd ow wiring instuctions. Ple&sc bc sur. 6!t you wirc your closiog fut|ds of 3,t65,845.20, ar pcr our instudions, or ircludc a cashicr's droc& /ccttificd funds psyablc to trtrst ADcrLr! trcritrgc Titlc Comprny witb thc closiDg pacbgc. Pleasc fccl frca to contac-t r|c ifyou should havc sny q[stions. 'Ihank pu for all your coopcratioa and pmmpt auqfion to th€sa Battcrs. Sincsrcly, FIRST AMERICAN IIERITAGE TITIJ COMPANY Mhhcllc gudspctb Closing Officcr Bnclosumc Oftc!: Frx | ?.O. Bor IgSq OO5O Ct !rbc.3Ava t I I E slc, CO 8!6ll (970) 32&52r I (9?0\323,-5?,4 juN 2 5 ?.001 CI.oSELTB - Brrys's Oosihg L.rE 3p,l*".rus:lt I STAIEMENT OF AIITHORITY Punsuant to CR.S. $3&30-172, the undersigi.ed hereby execut€s this Ststement of Authority on belalf of 789 Potato Petch LLC . a Colorado linitsdliabitity comDanv an ent$ other t[an en iailivid.rl capable of holding title to rcat property (the "Entity"), rnd stetes as follows! Thc name of the Entity is: 789 Potao Patch LLC. a Colorado limited liabilitv comoanv The Entity is at LLC (stato type ofentity and state, country or other govenrment arrhorig under whose laws such entity was formed) Thc meiling addrtss for trc Entity is: The name or position of the pemon(s) authorized to execute insktrments conveying, encumbering, or othervise affecting title to real property on behalf ofthe Entity is: 789 Potato Patch Drive The lfunitations ulrol the anthority of the person named above or holding the position described above to bind tte Entity are as follows: (if no limitations insert "NONE.) The instrument and recording infomation, inclurling the County, of the document by which title wes acquired isl Other matters concerning the manner in which the Entity deals with any iDterest in real Pnoperty are: (if no mafters, leave this section blaok) EXECUIEDthis BIIYER: 789 Potato Patclr LLC, A Colorado limited liability compaoy By: Thomas Jaffe, manager STATE OF COLORADO 'r _-.COUNTYOFE4I. ,-"' The foregoing inskument was aoknowledged before me this by on behalf of Witness my hand and ofEcial scal. My commission e:<pires: EscrowNo. 61 5-H01 54464-060-MHl U,S. OEPART EXT OF }IOU9IMI AIP URBAN DEIELOP"EI{T OMB No.25@4G5 coNv. uurs 7. LOAN NUMBER SETI1EUENT STAIETENT rsl American Heritage Tito Corpeny O. Box 1980 )50 Chambors Av6. # | 1916, CO 81631 NAL FHAtrt. a. na{A cot{v. rNs. A ESCRO''FIIE ilu BER E. ORTGAGE INSUMNCE CESE NUT'BER NOTE Tt|b h.n is lirnbtrd b dy. yqt r ttd-:t d |.tuel.d.nrcni co&, Arufrr.it5rdbtttE.€tt.rrttsrnfrJidtns r at|. r6d'lP.O-c)'r!'a N ot,'#.'Ec5!'1fi try art d'{,!.nr'!fuhlqtt &'dr,tw$d aft nd bdtltit httaffi, MIIE OF BORRO,VER 78e tuab Paid\ LLC ADDRESS OF BoRRovvER PO Bo)( 3003 MllE OFSEUTR LaJry R. Crarner and Kalhlesn M. Cramt AOORESS OF SE.LER 1928 l^ratbler kn6 51 Paul, MN 55119 ADDRESS OF]E {DER P.O. Box 9450, Avon, CO 81620 VaI, CO 8185/ Eagle PTACE OF SETTLEMENT: dc..Di f1 1 /04/20051 Prlnl€d bv Mlchelli HrdRndh rr au,/3nt?m? .r n*1A.3r pia SCROW FILE NUMBER: H0154464.060 MHl OMB No. 2502-0265 . B3s€d on Ptbc $ ComrDissloo 70r. $ 7f'2- J pau.t c.t!.rn r EOl. Loan Odglnatlon Fec .5oA to Cormunity Banks of Colorado 8(n. Loan D'rscount Fcr 8(x. Crcdn 805. Llnd€{s Loan io 809. Loan Doc hs to 't 001 - Hazard Insuranc. 10(8. Clty Prop6rty 1005. 106. Paid fom Selbis Funds at Set0enert tqo8. Aggregata l lot. Sedhfient or cbsing fea ot snmlnation irlgurancG 1 1 05. Doc{rnent 1106. Notary 11ctl. AlDrleys numbcrla ) abo\ra lb{n cot eragE t I 110. O$,ne/s coveraga Company 't 111 . 1'l'lz 1201. Recodhg Fecs: D6cd3 t1.00 Modgagr $t.00 R6l6.3o 3 21.00 Ds.dg 1204. Cry ax ax 12()6.ax 1 .0% spllt lo 1207. 1301. SuNey ft.idc.rot /1 1 /04120051 Prinl(|d fw Mldrell^ Hrrlsrnth m oalYmDnn7 2l 03 le 33 Prrr ;cRCl t FltE NUIIBER: fpt54l6fi60 m{l OXB No.2A!65 ludc.rt (l lroiU:ro6)Rfi.d bv M.hrb Hu.k6dh on 'l.ri,|}Tmt .r m.la.rR Fu :CRot /FILE NUMBER H01544€,Ht60 MHI OMB No. 2502-0i,65 lUDl Settbmlnt Stlt ment Cor$0c.0o|| |a/B caEfully t€vlE$rd tlte HUt!1 Setlemert StabmeIi and b ths b€51 ot my ktolrlgdga a|d b€llef, lt b a bue and ac.llrab siabmont of al Boeipts and Cl|lEsmeotE mada on my accorfit of by mq In r|ls UEtrsactbn- | tu hr cortit lhat I haw recdt sd a copt' of t|6 HU[}1 Se0lerFr{ Staier|er|t luyc'| Slgmtrc3: S.ller. Sign tults: lS Potato Pdc$, LLC, A Cobrado llmlled lbbflity corFany ly: Thomas Jaft, rmnager To ttE b€sl ot my kno\rlc€8, ttF Ht D-'l Sd'I|ant SlEbtrE{ rhldr I hsrrq pref€|rd b a hue .nd.ccur.iE account of Itre itnda whlch were Eceived drd haE bcrn or wl br dbbuF€d by lhe undarrbnrd .s p.n qf$! scttbrn€rl of thb trarcadio.! Srtfe|rlrt Agert Flrst Amedcan Hedtage Tltb Comparry Dab: WARNING: lt ls a qime b knqilhgly maks falss siabmentE b |t|e Unibd Steb3 on lhis or any simlhl brm. Penaluas upon convlclion can include a fine ard impdrsoomori. For debils sae: Tido 18 U.S. Code Sscton 1O0l ard Secdon i010. ndcrpl O1l0,U2005) Prt$d bv i c$rb HudrDslh on O4r:l{lf2(x)7 al03:i8:33 Pil Escrow #: 31 5-801 54464.o60-l,tH l PROPERTY ADDRESS: 789 Poloto Pqlch Dr. Votl, CO 81657 IHE UNDERSIGNED, hove leod ond underslond fhe followlng, ond by lhelr signoftrres below, ogree lo lhe followlng: CONIINUED FUNDS MANAGEMENT In regord to the monogement ond disbursemenl of funds, the Closing Compony moy issue its trust funds check fo third porfies relevonl lo lhe tronsoclion. lf ony check sholl remoin nof-negotioled, on lhe one- hundredeighty-first ll8ltt) doy ofler isue, lhe Closing Compony sholl slop poymenl on soid item ond reisue the funds represented by such check fo . the originol deposilor ond sholl moil such check to the odginol depositor less o stole dole/reissue processing fee of $25.00 ol fhe oddres reflecied Wthin the tronsoclion file. lf ony such check mode poyoble to on originol deposilor sholl remoin nol-negolioted on the one-hundred-eighty-first (l8lst) doy offer issue, then ond in lhol event, the Closlng Compony sholl slop poymenf of the check lo the odginol depositor ond sholl deduci its $25.00 odminisholive fee eoch ond every colendor monlh lhereofter until lhe funds represenled by such check lo ihe odginol depositor sholl hove been refumed lo the odginol deposilor less such fees or remitted lo fhe Stote of Colorodo Treosurer under its lhen opplicoble escheql procedures. SELI,ERS: BIIYERS: 789 Potab Patclu LLC, A Colorado linitcd liability company Larry R Cramer B$ Thooas JaSc, nunag€r Kathleen M. Cramer ATTACTF.D LEGAL DESCRIPTION Lot 23, Bloc} I , VaiyPotsto Patch, rcoording to the rccordod plst thcrEof, Courfy ofEagle, Statc ofColorado AlsoKnonm as: 789 Poralo Patch Dr-, Vail, @ 8f65? THIS FORM TIAS IMFON,TANT LEGAL CONSEQUENCEST AND TIIE PTRflES SSOULD CONSULT I.BGAL ^ND TAX OR OTIIERCOUNSEL BEFIORE SICNING. CIoSING INSIRUCTTOMI AND EARNEST MONEY RECEIPT Dalc May l. 2007 ri. P1l-r.I9s- SgryRrt Lenv R Cramer and Katlleen It{. Cramer scllcr, and -ElxqElq&Elllll:r-s Buyer, cngagc First American Heritaee Title Comoa[v. Closing Company, who agrc6 to providc ctosidg ard sctttcrncnt scrviccs iD co rc.tio! wior thc clocing ofric following drsqribcd rcal cstno ia rhc couaty ofp4glg colorado, lo \rir: I,ot 23, Block I, VaiyPotato PatcL lccoding ro thc rcaordcd ptat tM, County ofF,glc, State ofColorado 2. INFORMATION' Pnf,FAnATION. Clolidg Comprny is autbcizcd to obtah loy iDfotsution oeccssarjr for tbc Closing. Closing Com?aDy agrc.s to Fct.rq dclivcr, rnd rEcord thosc doc'unarts (a(cMing tcgal docuB;nts) 6at rrr nrccssary to carry out lhc tclms srd c{Dditions of tlc Cotltnd !o Buy and Scll RGat Es{atc, ddd Jrnu.ty 2t. 2007 including any coutcrpropomls and amcrdmtols (ConFact). 3. CIOSING FE& Clmiog Corapaly vi[ rrcciw . ftc tpt to .K.cd 8]10.00 for providing rhcsc olo6iog and scelclo.rl scrviccs. 4, GOOD IUNDS. Closing Company is aftrorizrd to rcccivq ito& End to disbursc wbeo all irDds rcccivcd are cithcr: (a) availablc for iElmcd_idc iihdraual ts a mand of ri8ht troEo tt? fiuncirl instittioD io lrhidr rbc irads havc bcrn dcpositcd, or @) 8ri availablc for imrtrcdialc lrirhdrattl ss r conscqucnca of @ agrr!fiGot ofa finarcirt iDstihdioD in which th. fiulds rlg to bc dcpoitd c a fiutncial ilstitdion upon which thc fundi s!€ to bc diawn (Oood Funrts), 5' RELEASE DISBURSEMENT. Closi4 Compury is not autboriicd to rrlcs.rc any signcd documoa or things of valuc prio! !o rrccipt {td disburserrc ofGood Fuads, cr(crpt rs P|ovidcd iD Scations !! l0 aod I l. 5- DISBITnSfn Clositrg Corpaty shltl disbusc dl futrds, ircluding rcal c€ialc coomissions, oiccpt thosc firrrds &r m8y bc acparably dtuclos€d in witing to Buycr lrd Sdlcr by ClosiDg Corpeny or fuycfs lcaOcr on or bd6c qlositrg. 'Atl patics agrrc thit no ooe oahcr ahan thc di$uFcr car| asutt tbat payotrofloaas ud othcr disborsncrfs will a(trrlly br nada 7. SELLER'S NET PROCEEDS. Sctlct will rcccivc ths na procccds ofClosing as indicatcd;tr.CBhl.rrs Chcck,-tr Scllcds npc.Dsc E Ftldt Elc.trollc.liy traliflncd lwirc t-rnstrr; to m accouqt slecificd by thc Scllcr, at Scll.r's a<pcn$ E Cloling CoEprny't tltst rcc4unt chcck 8. FURNISE INFORMATION AND DOCIJMENTS. Buycr and Scllcr will firmisl any additioual ioformation and documcnts 'lqui]ld by Closing Coroplny that will bc Dcccssary to compl.tc this tar8actioD- 9. . _CIOSING STA-IEMENT. Closing Colopany will ptlpolr and dclivcr aa actruratq mmplctc ald dcrlilcd closing statcmcnt !o Buycr rdrd Scllci ar rirDc of Closir& f0. FAILITRE Otr CI,OSINC. If0osiDg or disbutscncot doas not ocrur on or bcbrc the Clcing Dd. sct forft in thc Contact, Closirg CoEPsoy' cxctpt !s providcd hffei4 is a$odzrd snd agl€s to lctum ,I dooltt|cots, nqniGs, a[d-thitrgs ofvahc to thc dcpositia8 parg] upot_wbich Oosing Comploy will bc relicvcd fton my furh.s duty, nqorsibility or liabiliry iq cooncction with thcsc ii.tuctioos. toadditio[ any ForDissory notg dccd oftusl, or oha cvidcncc of iudcbtcrlr|ass signcd by Buyer; shall bc voidcd by ClosiDg Co@pa!y, with Otc origilal(s) 'lbrtrcd ro Buyc. ard a copy to Buycds lcodci. ll. EARNEST MONEY DISPUTE. Exc@t as othc.wisc ptovidrd hecin, Cloring Company shill rclqasc thc Eamqst Motrcy !s dilcctcd by wdhr{ natruat instudiols dgncd by both Buy{ lrd Salcr. I[ ftr c1,.nt of iy coirto:vcrsy rcgarding thc EarDlst M;rEy hold by urosng uompatry (notwithstarding any tcrmiDation of thc ContracD, Closing Conrpany drall aot bc rcquirEd !o bkr ary actjon. Closing uorEpary' ar IE o!!on tnd solc drsctttion, m&y (t) rrait ary Foceding (b) inrcplcad all pattiG and dcposit Es.nost Moncy ard othcr moncy or things ofvrlu€ into r coud of coEp.tatjuridistioq !d sbatl rrEovc{ coun msb lod rr.sonabli anomcy md lcgal fcts, or (c) dclivcr iiritto noticc to Euyrs ad Scrkt that rltlcs Oosing Coorprny nccivcs ! copy ofthc Srunuons and Compliot or C]airn Octwci:i B_ u_ycr rld Scl|c4 conbinitrg thc casc nuobcr ofthc hursuit (l,ri$it) ,xithi! 120 acada! day, of Ctosing CorDpanys $riicn noticc is dclivctrd to tho PEti.6, Clchg CoEpsny sh![ bc tuthodzrd to rctura tbc Eanrcst MolcT to B-uycr. lu thc-cvcnt bloiing Conrpaoy oocs rcccivc a copy of thc Lrv6uit aDd hrs Dot idtlrplcd ihc moDi6 at tbc tirr of aay Ord;, qo;ng coEpany shall disfrns thc Iirocst lvtoDet puF)aDt ro thc Od.r of thc Court 12. SUBSEQUENT AMENDMENTS. Any 8mandmcots to, or trmdDatio! of, thcsc Closing tffiructions musr bc in writing and sigled by Buy6, Scllcr ard ClositE Complly. 13. WIIHEOIDING. Thc IntcmEI Rcvouc Srrvice Ed the Colorado DcpartDcnt of Rsvcoua may rcqui! Closing Comprny to witbhold ! sub-staltirl ponion oftha procacds of this salc whao Sdlcr cithcr (a) is a folcign p6son or @) will nor bc a Colorado rcsidcnt aft.t clo6iDg Scllc. sbould ilqrrirs ofScU.Cs to. idvisorto d.t (minq ifwit$;idiry applias or ifaa o<cnrptioo c,:<isrs, f4. ADD-ITIONAL PROVXSIONS. (Thc followiog ldditional pmvisiols hsvc not bcco 8pprDvcd by thc Colorado Rcsl Estatc Commissioa) 15. COIJNTERIARTA. Tbis docuuqrr miy bc qrccutcd by BDycr, S.llcr and Closing Compsny, rcpualely, and wbcn cach pafty has c!(cclltcd a coPy, suci copi6 takco togc$cr shall bc dicmcd to bc s full ald cornplac contract bctwccn thc partics. kDown as No. 789 Potito Prich Dr- Vrft. co 8165? CL8.IO-06. CLOSING INSTRUCTIONS AND EARNEST MONEY RECEIPT Esqow No. H015,146+060MHl 16', BRoKER'S COPIES. C|osing comF y $!I ptoyidc, ro cqci brokcr h ltlb !"an$ctioo, copirs ofall signcd doo.rmcnts that such brok.rs Ec requirrd !o mriftain F.t su!!t to th€ rulcs oftbe Colomdo Rcal Estatc Cqrmissio& 17. COMMON INIIRIST COMMLINTIy DOCIIUENTS. Sele/s obligatioo to Fovidc thc CIC DocumcDts is sat fodr in rbcContact. Sellc. auliolizcs rho Associ.tio4 ff atry, b providc fic CIC Docu$cnts ro gul&r. Scllcds obligalion to fumisb thc CIC Docurncno dnu bc firlfillcd upon Buyr/s rcccipt ofthc CIC Docuncr s. rt. N()TIC4 DEITVERY. CIIorcE oF l"Aw.r' PMcd Ddtvrrt E\c?t at proridrd i! [ l8b bclow, all noticcs must bc 'to wdtilg Ary noticc to Buy€. shall bc ctf.ctit/c whctl rrcrivcd by Buycr or Scuing Brokrrsgc Firm, y noticc to Sctlrr shrll bc cfbctiva wisn rcccivca by Ssllcr or Listjtg Brol(rrage F q-aD9 ltry rotico !o Oosirg Coruprlry sha bc cffcctiw whco rcccivcd by Closing Company. _ b, El.stroolc D.livery, & rlt dtlc!8tiv€ to ph),sical dclivcry, any sigacd doqm;t9 a.ld writtc! notic. dIly bc dclivorcd ir clccttonic forE by bc followitg indiolcd mctho& only: E F.cdnllc O n-irii O Ho nhahorlc DelivcrJ,. Documcnts with origoal signatuls shs.U bc Fovidcd upo! ir4ucst of lny party,c. Cholccofhv' This cootrrct 8Dd all dispulcs risiog haurndct shrll bc gov.rncd by!!d constucd in accodrrrcc with thc lau's of dtc Std! of Colorado ttrar would b. rpplicablo ro ColoEdo Rcsidarts *ho sigt r cootrci i! lhis starc tor t Fopcrty loc.t i in Colorrdo. Dafr: SEIJJRS:BIXERS: 789 Potdo Pfrtr U.q A Colorado lirDitcd li8bility corapoly LarryR Cmmcr B'r ThoEtrs Jaft, m.nlgar Kzthlcco lvl- Cr|ttrcr Oorirg Coupeny: EiElAloqiqn Hcritrqc fitlc Commry Datc: Mry l. 2007 By Easlc Escrow Micbotlc Iludsooth CL8-10-06. CLOSINC INSTRUCTIONS AND EARNEST MONEY RECEIPT Etcrow No. H0l 54i164-060-MUl Af.tr Rlcordtrg R.tun tor 7t9 Pdrto Prtch, I,LC FO Bd 30lB vd, co El6sE WARRANTYDEEI) Thi De4 Dedc Mry 1,2007 Bctwccn Lan? R Cremer and Ketbleen lVL Cramer of So Coulrty _.._.-_- Slaic of glErtds) alrd 789 Potato Patc\ LLC, a Colorado llmlted liebllity company' wboro lcgal addrcss is County of---_1 od Stat? of grantcc. WITlilE-SS, That thc grgoor, for and in thc (bnsidccatiou of ihc qrm of two million two huadred lifty thourand aad nd100's (32250,000.00 ) thc rcccipt aDd suffciGocy of v/hich is brccby aoknowlcdgc4 has enntr4 bareaincd, sold and couvc)cd, aod by rhcaa presroie docs BnDt, bargaiA scll convcy md coufinn, unto thc graotoc, 6cir bcim and assigrc forwcr, all lhc rral propcrty toSrthcr witir inprovcmants, if aoy, sibatc' lyirg and bcitrg i! thc CouDty of EEglq Statc of COLORADO dcscribcd aE 6llows: Irt 23, Bloc& I, VaiuPotato Prtdl accorditg to thc rccordcd dar filfcof, County ofEaglc, Statc ofColondo dso howa by sbcct and numbcr as 789 Potrto Patch Dr., Vail CO 81657 T(rcEIlER with sll and singular hccdituacote aod apprtaaoccs, thrreuto belonginS; or h aoyvisc ap?6tainiq, and tLc ravEsim and rcvcaioo4 rcoainrLt aod rtmaindccs, rtnts isru6 ed !'tofits thcrEo[, sld atl hc csbtc, right, tidq intcrcd c,lain and dcoaad wlarsoevcr of thc grdkr, citlu in lrtp or cquity, ot, in rnd to 6c abow bargaincd prcoiscs, with thc hc@ditamcat6 and appurrcaoccc. TO SAVE AI{D TO EOLD said pnmircs abovc bargaiucd aail dcscdbe4 witi tho rypuncarnccs, unio ttc grartcc, his hcis aod 'es'gq fqrwcr. Aad thc grantc, for hinsc$ his hcin aod prrsomt rc?rceobativcs, docs covarn! granq bargaia ad agrcc O and r/ith thc grlrtlg lfu hairs end assigDs, that at tbs timc of tha €orraliDg ald dclivcry of thcsc pr.s.ats, hc i8 ydl scizlat ofrhe Fqaiscs rbow ccrnvrycd, has good, surq pcrfcst, ab8oldq rrld i[ddcasiblc cstdo of inhc.itaDcc, itr laq i! fcc cinplc, ald hes good right, ftll po*cr aad lawful authoEity to gr8nt, borgain, sdl and canvoy tle sarDc in rnru€r od fom as rforcsaid rnd that 6c eaEc uc frE and clcar from all brmcc and olh6 grads, bargaitls' 8alc8, lieos, tscs, lsscsemcott, cocu$rmc,cs ald rc*icionr of whslsvar kidt of naturE so cvcr, axc.pt forttrrt for 2{107, I lieD but lot ycl duG r[d pryrbl.' tlosc 4rccific lt l|rr st tct forti or Erltbit aA'-attached hrrcto rnd hcorporstrd hcreln by thlr rcfcrencc. Thc gretor slnll and will WARRANT AlfD FOREVER DEFEND thc abovc-ba43incd Drwd6cs in thc quid ad pcaccable posscssim of thc grartcg hb hcirr fl|d assigns, qg"in< a11ad wcqr pcrson or pcrcons lawftIly claiaing tbe wbolc or any ped thcrcot the siugular lumbar sh.Ell iDcludo thc plural, thc ptunl thc sbgula, and rbo usc of ary gcndct Sall bc 4plicablc to all Scndqs. IN fVIINF^SS WEEREOF, ths gr8Dtor bas accolcd this o tf,o datc ga forth above. SEI,I,ERS: Larryn- Cramq STATE OF Kathlccn lv1. Garacr )ss: COUNTY OF Thc forcgoing irutumcot q/rs aclmovlcdgr4 sub6cribcd and swom to bcforc ma Mry t, 200? by LrrrJ' R CruEr rad Krtthoo ltil. Cnmer. W[r€ss ny hand ald offcial scal, Notrry Public My C@milsion dpilcs: 'WD-WanDVH tsctow I'ro. 6rtf,0r5{{5{46&MHt Trxcs for 6c ycar 2007, a lien not yct duo and payablo Thc righ of proprietor of a vcin d lodp no odract or rcmove b'rs orc sbould thc sarnc bc found b pcoctratc or inarscct tbc preoiscs lhcreby gran&d rs rcscrvEd in Uoibd Sbies p@t r€cordcd August 15, 1935 in Book 93 6 PagE 27E and ary aad ajl rqrilDmclrts lhcrcof or inorcst thcrcin. Right of way for dichss or canab coD3buebd by tho auttority offhc Utitcd Statce as rcservcd in Unied $a&c Poteot r€cordod Algust t5, 1935 in Boo& 93 at PagDnS. Basqnodb, noto$ cotrditi@$ rcstictioos aod resorvationr rs sbown or rcecrd on tbo rccordcd pld of VaiUP@ Pdch rcaodcd Marrb 5, t974 itr Book 233 8r Prge 629 rt Rcccption No. 129527, including bur not limit d b a 20 fod utilig clsancd tavcning thc Sorthcrn portion of subjoct propcrty. Cwauots, conditioor and lestictions, whtch do oot ilchdc a forfo'inlc or lcv€rb clrusg s.t fortt in dtc itrstuncat pcordcd l{artD 5, ln4 n Book 233 at Pagc 62& Amcodmcnt of ssid covcnmts, coditios aod rcecrictiong by a instumcot rcoordcd S€pbmbcr 24, 1975 in Book 241 at Pagc 950. Provisions t€grrding raeo, oolor, sa4 and nationd origin, ifonn ac dcle&d. ITGAI.SZ REAI, PROPERTY TRANSFER DECLARATION crD-r 000) GENERAL INFORMATION Purposq The RrEl Ptopcrty Trnsfer Dcclartion providG csserdisl ioformatiorl to thc county asscssor lo belp qrtsrtIe fair and unibtt! asscssmcrB fo! all prop€rty tur propcrty tsx purposcs. Rcftd io 39-l+102(4i colorado Revis€d Stautcs (CXS.). Raquirl.mclts: All cc'lvqrmco doqlmcrts (drcds) subj€ct to tbo doqmc|tary fcc submithd to thc coutrty clcrk and recordcr fo recordariol must bc acqnnpadcd by a Rcal PrQcrtyTresfcr Declaracion This declaration rnust be complacd and signcd by thc gtaDtor (scll€r) or gnnrcc (buyur). Rcfcr b 39-t4-102(f )(a), C.RS- Pcnalty for Noncomplirocc: Wheawcr a Rcal Propcdy Tresfcr D€clararion docs not accompany ibc dccd, thc clerk md r€codcr notifid lbc county asscssor x,ho will scnd anoticc to rhc buytr n4ucsting drat rh; d;brdion be rGtumed withir ttirty days atcr thc lotice is mailed. Iftbe complctod Roal hoprriy Tre$fer Decla!'dion is not rrtumcd to thc county asscasor within thc 30 days ofnoticq lho asscssor may imposo a penalty of$25.00 or .u25%(.0fg2:|. ot&c salc pricc, whichcver is grcalcr. ftis penalty ry1bc imggscd fu any subscquld yrarlhat tlc buyrcr 6ils to subrnit thc Jccbration uatil thclropcrty is soid" Rrfer to 3$, r4-r 02(txb), c.Rs. Cobfdenfialig: Thc ascssor is requircd to make thc Rcal Prpcrty Transbr Doclaration availablc for inspection to the buycr. Howlvcr, it is oDly availablc b thc scllcr ifthc sellcr flcd thc dcslaration. Infsrnation dsrivcd tom tbc Real ProPcrty Transf€r Dcclaration is availablc to any taxpaycr or any agcDt ofsuoh taxpayd subjcct to confidcntialjty requiromcos as providcd by law. RcSr ro 39-5-121.5, C.R.S and j9-13-102(5xct i.&S. - L Addrcss or legal dcscription ofred proFrt),: Plcsse do not usc p.O. Box numben. 789 Potrto Paich Dr., Vait, CO 81657 Lot(s) 23, Block I, ofv.il Potato Prtch 2, Typ. ol pmpcrty pulchrscd: tl Singlc Family Rrsidentiaf El Townhomc E Condominiumtr Mdti-Unit R.as E Commercial tl ltdlstial tr Asiqdtrrst E Mxcd Usc tr VacanrtlDd tr oth"r I 3. Drtc ofclosirg: Itttv l. 2007Month Day Ycar Drtc ofco[tnct trDifiercDt than date ofctorinF Imuarv29.200? M@tb Day Ycar 4, Total !al. price: tncluding all rcal and personal PIop€Ity. $,2J50,000.00 5, Wrs ary pcrsonrl propertlr hcluded ir the tramaction? peisoral prop€rty would include, but is hot limited to, carPctin& draPcs, frce standing appliances, equipmq , inventory, firmiturc. IfSo personal propcrtt is not listcd, thc cntirc purchEse pricG will bc assumed to be for the real propcrty 8s pcr 39_13_102, C,R.g.tr Yas E No If )rae ,approximatc wluc f, .D.scribc_-- 6. Dlil thc total sal,r prlc. includc a trade or exch.rg! ofrddiuonrt real or pcrsonal prop€rty? Ifyes, givc thc appmximats valu. ofthc goods or scrvices as ofthe datc ofclosin&tr Ycs tr No lfyeg value $ If ',c.s, doas lhis tarsaaion involvc a tadc lmder IRS Code Secrion lo3l? E yes tr No 7. Wrr 1007o iatcrcst h thc rcrl Propcrty purchrsed? Msrt "no'ifonly a psnfal intcrest is being puchascd-tr Yes tr No If nq infercst purcbascd_________% t. Is tlb r tnusctior rmog rtleted pard.s? Indice whedrcr thc buyer or scllcr are rolaed Rclatcd partics itroludr pcrssr witbin rhe sotc &mily, business affiliatcs, or affiliaed corpor*iors.tr Ycs trNo 9. G:trccl eny of ttc followlng that appl]' to ttc c{ndilion ofthc improvcnctb ,t thc frmc of prrchase,El Ncw tr Exccllcnt tl Good E Averagc tr iair tr poor tr Salvagc. Es$owNo. 61tH015446+060-MchcllcHudslcth Ifthc propcrty is finrnccd plcrsc courplctc thc foltowing. 10, Totrl rnourt nriucod: $_ ll, Tlpe offinancing: (Chcck aU that apply)E Ncw El Assumcd E Scllgtr Third Pafy tr Conbinatior; Explain la Tcrmstr Variablc; Starting intret re_ %tr Fixed; hicrcstrab _ % lrngh of time ycars Bslloon paymdt tr Ycs tr No lf),!s, amolEt S_Dr|c de 13, Mrr|( sny thet tpply: trSc|}cr |r|btGd dowrr prymcatl E Scllcr conccslonr, Spcdrt t rD! or funclDg; . If merkcd, plcarc aFcjry: For propcrtics Elbgt rhan rcsialqfid (Raidsrtial is dcfincd as singlc hily dctachcd, towa bomcs, qartrcos and condominiums) plcasc complctc qucSions lrt-16 ifrpplioblc. Othcrwisq skig b #f 7b cq|lelc. 14. Did the plrch|5c prlcc lacludc a francbisc or llccor. fGc? tr Yai tr No Ifya;, franchisc or liccnsc fcc valuc $_. 15. Did the purcbrsc pricc lnvolvc rn lnsfs[ectrt lnd cotrtrscf El Ycs tr No Ifyqs, datr ofcontract 16. If thi! we! r vtc t lrud ssb, *r3 r[ oD-sitr irspcctl,Dn of tic propcrty cordEctrd by thc buycr prlor to ltcclosing? tr Ycs Il No Remerks: Plcasc includc any additioml iafonmnioa conccrning tho salc 1ou msy 6cl ia importaDL t7. Signcd tbb Mry 1,2lXl7. Efiar thc day, Eontb, snd )rEa, hsvc at lcad one of6c pdtias to tho traBaalim sig! thc docorocoq ed inclu& e addrcss and a daytinc phonc numbcr. Plcasc dcsignd bq'€r cr scni. BUYERS: 789 Potato Patch, LLq A Colondo limiEd liabitiry cotr|paly By: Thomas Jaft4 manrga Signailrq of orrDroe (Buycr) El 18, AII Future conspondence (tax bills, property valuations, etc.) rtgardmg thfu proper$ thould be mriled to : Addrcss (mailing)Daytine Pbono . City, Stltc 8rd Ap Codo RPTRNSFR-R.d ProFtyTru.fr.Doolntio Esc.ot No. 6ls.Hol54a64-06GMichcllc HudsDalh TAX,WAIE&SEWERANI) EOMEOWNM,'S ASSOCHTION AGRIE&,IENT PROPERIY; 789 Potrto Prtb Dr. VriL @ E1657 THE ITNDERSIGMD' brv. rod rld urdrrtud thc foltoting ed by thclr rfnrtrrct bclor, rgrcr to ltc followiDg: I. TAXEs. T X PRO-NATIONS Pudtlr€r has rccchrc4 I of 6is dltc M.y l, 20V1, a c!€dit trorD scllcr 6r tDGs for thc olrurt ycar. Tbii pro.nrion was crlc0lEtcd bscd dl:( ) T.rG for [lc c'&ods yrar iDtD.did.ly prcccdirrg closing iD So elount of I ( r ) &r csthrlto of bcs for thc c|Ilrcot yrar iD thc aoouDl of 36003.64, (alqrlslcd by eultipMng 'lhc most rt4crlt totd rsscsrcd vduc of l:l(B&1, by lbc most rrc.at mi[ lG'.' of 19525.( ) Othcr: TSXS AD'USTMINT BETIYEEN SE[,LXR, AND PURCIIASER SEAI.L EB @NSIDERED A FINAL S&TTI.EMENT, AND PT'RCSASER,IS OBIJGATT TO PAY ..LL TAXES FOR TgE CT'NNENT YEAR. ScJlc. wlrroA rhlt th3 abovc p!op.{ty IS NOT sllbjcd to r Fodiog A tr!&sr or r9pc.l" Scllc! fillrt.. wErards thrr. +cci.L lsscssmaoB ifsDy, !ftcti4 srbjod proFrty at! poid iD ftlL Gxccpt !s rldcced o! thc strEdt€at ofslitlcrDcrlt tr. WATERAND SEWER- Wrtlr dGpt Wdrr DGp.rtE.!t- Scryq DcpL Ssw.r Dc0rrtncrt ( ) Not Applicsblc ( ) Fllc Rdr iag|r hsvo bc.o pro-rabd bdwc.! buyct and scllcr,$ FldR.at! Cov€rs billiry pcdod datc nnqc Includrs: tr Wa&r E Sc|r,cr E Storm DraiDagc ( r ) Closing fulot hls witbhald 8150.(x) fion Scllcr's gocccds to pEy dlc 6oal billirg for roy watcr and/or srwcl dargcs Any balaacc shdl bc rtfimdcd b rho Salkr. ( ) FiBt AEGriG gcribgcA c Conpery isNOtf holdingthc lvEtcr/scwcc cscrow wc will lorr ard $ to rhc lbovr ryalc./sswg dcportEcot ANY UNUSED PORTION OF ESCROI\rED AMOUNT SIIALL BE REF-I'NDED dircc{y troE ilis llt dscx,cr d4|drtn d. lD tc cvcr thd fiml bill crcccrb ttc cscrovcd a.EoulL itry additioorl drargcs lre th! Fspoo.dbitty oftbc scll6 ln(Uor buyF. ( ) Atry payncot fry v!&. ad/c swct dargcs wiI bc roadc b' S€llcs or Purchrscr rs ih.t mry agrcc. THE CLOSING AGENT IS HEREBY REUEVED OF AI.ID HELD HARMI.ESS FROM THIS RESFONSIBIUTY. IIL EOMEOIVNER'S/COIIDOMINIIDiASSOCIATION NrD.(!)9f8OA(TFUSTAIIAPPIICABLEEOA'S(r ) Nor Applic.blc ( ) Tb€ Scc.Etfy ot Mlorgrt ofltr tpplic.blc homcowrc.'s or condooioium sssocidio! hrs providcd YERBAL OR WRITTIN INFORMATION to tfu Clociog AScoL rld hrs indksrd thd for tic c Eent lsscsssblc pcriod, trc rssassrocot of$ ( )has ( ) has not bc.o psid. Also tllc lsscssincnt ( )is( )is not to br potarcd bctivclit thc Scll€r lad P|!tsl|ssc{. If lpplicablc, rny woking €pibytaodcr G€s/sbDcDt fcc6 hava also bccn collcctcd ls pcr HOA stabncot !!d purdl'sc ccotict Purchaser and Seller hayc reviewed the rbove referelceal Home Ormerrg Association infonnation atrd hereby agrec that lt rcprescnts . complete e.nd sccur.te list of $socirtions/Eub-as6ocirtions for the ebovc referenceal property. First American Ileritage Title Company is hereby released of ary lirbility vith regrrd to any associationsfsub-associations not listed aboye" SELLER'SIMTIALS:BTIYER'S INIITALSI With &guds to rhc closing of ?89 Pot to Prth Dr. @ropc|ty Adrtrcss! bodr 60 hryds) uld sdloc(s) fully undcr*aad that thc rcl.phorE coEp@y, Public Slrricr Conp[ry od thq !trlsaot hard iDsurucc lgcncy will oot ba not'lffcd by thc 6€0\r, rgcnr- Sf,LI,ERS: BIIYERS: 789 Pobto Patdt LLC, A Colondo limircd lirbility aompsry LarryR Cnmlf By: Tho!|ls hffi mlnlgcr Kr6lccn M. Cramcc S.ll.r'8 Fona,lrding Addrlsr 1928 Wrrblcr Inlc Bu),rr's Forw[ding Address StPr MN 551t9 TWSIbAAO - T.4 Wi.r, HOA A€lcced ESCROW#: 6ItH0151464-060-MHl BILL OF SALE KNOW ALL MEN BY THESE PRESENTS, Thar Larry R Cra6cr and Karhlocn M. Cramer oftbc County of Eagle, StatE ofCOI,ORA-DO (Sellcr), frr and in consideratiou ofTan Dollars and other Valuable Consideration to thcm in bald pai4 at or before the anscaling or dclivcry ofthesc preseflts by 789 Potalo Patch, LIf, a Colorado limibd liability compary ofthc Counry ofE8glq i! tlre State ofCOIORADO (Buycr), rhc rcccip of which is hcreby ac.knowledge4 has bargain€d and sol4 and by tbcsc prescots docs grmt aDd convcy unto thc said Buyer, thcir pcrsonal rDprrscutstivcs, succcsson and assigns, the following propcrty, goods and chatEls, to lvit (1) Fb@rcs- lf anachcd to thr propcrty on thc date of crntract lighting, hcating plumbing vcntilatir& and air conditioning fixtures, lry artqrnas, ilsidc tclcphouo wiring and co rcctilg blocksfac.ks, plants, mirron, floor ooverings, intcrcom E stcms, built-in kitchcn appliances, sprhklcr systeEs and controb, built-in vacuun systeurs (including acccssories) ga-aga door opcncn inchrding rny remote contols; and: R€frigerator,{r€ezer, stovey'rrnge, wssh8r/dryer, dishwssh!r, microwrvc (2) Other Inclusions, If any oD thc Propqty vhcrher dnchcd or not on tbe datc of ttis coIlt-act storm v/indovs, storm doors, wiadow and Porch sbades, awnings, b[nds, scrcas, wiudow covering, curtain m&, dnpery rods, fircptac€ ins€rb, fireplace scrccns, fircplacc graec, bcating stoves, storage sheds, ard all kcr7s. Chcck alplicablc box(cs) if includcd: E Watcr Softcncrs, x Smokc/Fire Detcclorq tr S€drity Systcmc), tr Sarcl[tD g/st€m (including sat?llirc disbcs and acccssories); and: Exclusions The following attachcd ftdwes arc excluded from thc salc: located at 789 Potrto Prtch Dr. Vril, CO 81657 TO IIAVE AND TO HOID the same u|to tlre said Brryer, his prsoaal rrFrsentatives, succcssonr 8nd assigDs, forcver. Thc said Ss[€r covelants and agecs !o and with tbc Buy€r, his pcrsonal rcprcscntatives, succesors ard assignq to WARRANT AND DEFEND the sale of said Property, goods and cluteb €abst all ard ev€Or person or persone whomcvcr. Whcn uscd herein, thc singular shaU includc tbc plural, tbe plural thc shgular ald the usc of any gender shatl be applicable to all gcnalcrs, IN WITNESS WHBREOF, rhe Sollcr has executed this Bill of Sale Mry lr 2007, SEIIERS: tarry R. Ctamcr Stab Of Kathlcer lL Cremer ]ss: County Of The forcgoing instrumcnt was acknowledgcd, subscribcd and sworn to bcfore m. Mry 1,2007 by Larry R Cramer rnd Krthlc'r M. Crrmer Wiuess my bad and of8cial scal. Notary Public My CommissioD c)pircs billsale ESCROW NO. 6rtH0lsil,l64{5GME1 First American Herituge Title Company PRIVACYRELEASEFORM E The undersigned heEby sdtorize First Amerlcen Heritagc Titlc Conpery lo release copier of the following documentr : tr P$missory Ndte tr Deed of Trust tr Trutl In lrnding tr Ohc.r To: tr Usting Agcnt tl Sellirg Agent O MorQege Broker E The Undersigned bereby declines to authorize First American Eer.itage Tifle Compary to release copies ofthe above referenced documents to ttre Listing Age'nt, Setling Agent and/or i\ifortgage Broker, Upon excottion Flrtt American Heritage fifle Company will providc you with a copy of this documcnt for your rcconls and will also maintain a copy ofthis documcnt in clectronic fomiat to bc providcd upon your rcquest ' The aforementioncd relessc shall remaiD in €ffect unless and until revoked at any timc by the undersigned by either mailing said rcquest of revocation to: First Arnerican lleritagc Titlc Compmy Atir Escrow DeptilAdminish*ion 950 South Cherry Steer #1500 Dsnvcr, CO 8026 Or by calling toll frec l-800-725-92n May l, 2007 SELLERS: B{IYERS: 789 Potato Patc\ LLQ A Colorado limited liability compaoy Larry R. Clamer By: Thomas Jaffg manager Kaflleco M. Clamer July 26,2007 Mr. Warren Campbell Town of Vail Community Development Department 75 South Frontage Road West Vail, CO 81657 RE: JAFFE DUPLEX - DRB REVISIONS Dear Warren: Per Bill Gibson's request, I am sending you revised plans and information regarding the Jaffe Duplex. The modifications reflect the revisions requested by tne Desi-gn Review Board at their regular July 18, 2007 meeting. We have clouded the areas for your convenience and they are described as follows: 1. Reduce height on select chimneys and provide screening for flue caps. 2. Use simulated shake shingles as provided by "DaVinci" (see attached). 3. Adjust south elevation dormers at master bedroom and master bath. 4. Provide utility verifications (see attached). Warren, please call me if you need further materials. We look forward to meeting on August 1,2007 . Sincerely, SEGERBERG. MAYHEW & ASSOCIATES, ARCHITECTS KAS/lrt enc. iates Architects, P.C., A.I.A.Segerberg, Mayhew & Assoc Kurt A. Segerberg, President U (n t-E ?ilul VAIL F\ lull( rfi TOwx-or Mail: P.O. Box 4100 . Vail. CO tl65t . e-mail: info@smarchs.com . hltp:/,'wwwsmarchs.com Main office: taele-Vail . t0l Easle Road Blde. b . Avon. co 81620 . phone: q70 476 4433 ' fal: s70 476 4608 Denver office: l)600 wesl Colfax Aienue- Suire A-f40 ' Lakewood CO 80215 ; ohone: l0l 621 1355 . far: l0l 62J 2262 CIgI'EST S I L\'ERTHOR}.E <FRl > JIJH 2o 2OO7 10: EalsT. 1O! 6elHo. 7tooooo46'l P 2 mmlffi UTILIW APPROVAL & VERIFICATION Thls form serves to verlfy that the proposed improvements nlll not lmpact any odstlng or proposed utlllty seryfces, and also to verify seMce avallabllity and locatlon for new constructlon and should be useJtn cbnlunction wlth preparlng your utllity plan and schedullng lnstallatlons. A slte plao, lncluding gradlng plan, floor plan, and elevations, shail Ue submmed to the followlng utllitles for approval and verlflcauon. pLEAsE ALLow up To z wEEKs FoR AppRovAL oR COMMENTS FROM TtlE UTILITY COMPANIES. If you ate unable to obfdin comments wlthln that tlmeframe ptease contact The Town of VaiL Developer to Ptovlde Lot Address fnforntation: Lot Address: QWEST 970.468.6860(tel) e70.458.067z(fau.) Conbcts: Sam Tooley samuel.toolev@owest.com XCEL HIGH PRESSURE GAS 97 0.26?.407 6 (tel) 97O,468,L407 (fax) Contact: Rlch Skneros richa rd-sisneros@xc€lenetav.com HOLY CROSS ENERGY 970,947,5425 (Eel) 97o.945.40s1 (fax) contacr: Jeff vroom 'ivroom@ho lycross,com XCEL ENERGY 97 0.262.4038 (fax) 970,262,4024 (tel) ContacB: Kit Eogert Kathryn. Booert@XCELFNERGY. rom EAGLE RIVER WATER & SANITATION DISTRTCT 970.475.7480 (tel) 970,47 5.4089 (fax) Contacti Fred Haslee fhaslee@erwsd.ora COMCAST CABTE 970.418.824t' Cel) 970,949.9138 (fax) ContacL David Evans davld evans@cable.comcast.com NOTES: Date Page I of 14 tr/q fahb fui& suaaiurcion, (rth/v (Qth ,oro, % Halz: f Authorlzed Slqnalure comments Date ok e/s{"t 1' If the ut lfy approval & veriflcation form has slgnatures from each of the utllity companies, and no comments are made directiy on the form, or no Ectlon ls taken wlthln 2 weeks of the Utlllvs receipt of the'furm li,tthout explainaHon the Town wlll presume thaf there are no problems and the development can proc€ed, 2. If a utility company has concerns wlth the proposed constructlon, the utility reFresentative shall note dlrectly on the utility verificatlon folm that there is a problem whlch needs to be resolved. The lssue should then be detailed ln an attached lefter to the Town of Vall, However, please keep In mind that it ls the responsiblllty of the utillty company and the appllcant to resolve lden n'ed problems. 3' These r/erlncauons do not relleve the conuactor of the responslblllv to obhln a public Way permlt from the Department of Publlc Work at the Town of Vall, Utllitv locatlons must be obtatned before diooino ln any publlc rlght-of-way or easement wlthln the Town of Vall. A buildino rermit is not a Publlc Wav oermlt and must 6c obtalned separatelv, 4. The Developer is requlred and agrees to submit any rwised drawings to the uulifles for reappoval & re-veriflcatlon If the submitted plans are altrered In any way after the authorized slgnature date (unless otherwlse speclflcally. noted within the comment area of thls form), F:\cd ev\FORl45\Perm its\Pla nnlng\DRB\drb_new_construcUon_l - 2 5-2O07,doc 11l23lzA0s SILUERTHBRNE HP Fax:19704581401 UTITITY APPROVAI. & VERIFICATION Jul 3 2OO7 6:38 P.02 *m Ihls.form :9t*t t9 verify- hat the proposed improvements will not lmpact any edsfing ar proposed ufility s€Mces, andalso to t/eriry seMce arallabllltv and locatlon toi new constructon.and stro"iu r" ii.Jill;irili.ion wttlr preparing youryul.tv eqf and sciredullng tnstatuttons. a iite it"., hirljiiniigiaar"g plan, floor ptan, and eleratbns, shalt be submtnedto.the followlng utflties for approval and vedncauon, ptEAsLiltow up To z wEEt(s FoR AppRovAL oRcoMMENrs FRoM THE uiilrrY compenrrrs. ri pu i*',jlur" to obbtn .rnr"ne nutiiin-that grneftame pleasecontact The Tovn of Vall. Deueloper to Proulde LotAddrcss Informatlon: Lot Address! QWEST #a farhfr- suu*vuiont(furtM ,,*, % HaA:/ Authorlzod Slt'nalura lht C-.uf*- 'ts (O-rX"t k Sr'l.l JUL 03 t0s7 (-t +(l'-tt4 Comments Date 970.468,5860(tel) 970.468.0672(fax) Contacts: Sam Tooley san uel. toolev@owest.com XCEI HIGH PRESSURE GIIS 970.262.4076 (ED 970.458.1401 (fax) Contart: RIch Slsnems richard.slsneros(Oxcelenergv. com HOLY CROSS ENERGY 970.947,5425 (tel) 970.9as,4081 (fax) Contact: Jeff Vroom fvroom@holvcross,com XCEL ENERGY 97O.262.4A38 gax| 970.262.4024 (tel) Conta cts: Kt Bosert Kathryn.EooertOXCFLENERGY.com EAGLE RIVER WATER & 5ANITATIOIV DISTRICT 970.476.7480 gA) 970.476.4089 (fax) Contacti Fred Haslee fhasleeOerwsd.oro COMCAST CABLE 970,418,8248 (te) 970.949.9138 (Fax) Contach David Evans david evans@cable.comcast.com NoTES! 1' If the utllfy approval & veriflcatlon form has slgnatures from each of the umity companles, and no comments are madedirectly on the form, or no actlon ls taken wlthln j weeks of the uurrys ricair<ir irre ?Jim ',iiuiout "xplalnalon the Townwill presume that there are no probleins and the development can proieea.z' lr a uHrty company has concelns wltll the proposed constructlon, the utfllty representative shall note dlrectly on th€utility verificatlon foffn that there ls a problvn whlch needs to be resolved, 'rnd rsue itoito tnun be detailed In anattached letter to tfie Town of v€ll' .Hor,\rever, please keep h mlnd that lf tsth""ip"nilurriry.rure utrnV compiniinJthe applicant to resofue ldentned problems, 3' These verificatlons do not reliete tJte.contractor of the responslblllty !o oblaln a publlc way permlt from the Depanmentof Public Work at tre rown ol vat.+l!!94asatie!+.urrlbe ob!!!ned b;i;re dr:;;insl; any publrc ilght-oftay oreasement $dthln the Town of uut'. o orttoino ,"r*ia Gffiu*-i,i ob,.l,i-"dseparatelv. 4. The Developer is requlred and agrces to subrnit any revlsed drawlngs to the utilities for re-approval & re-verificatlon tfthe submitted plans are altered In any way after tle authorlzed slgnatire aat" fuiir.rs ,jtt d"arr:fipeclflcally noted withinthe comment area of thls form). Develope/s Signature Fr\cdev\FoRfiS\permits\plaonlng\DR8\drb_nev_construcuon_!-Zt200z.doc pegeg Of !4 LV23l200s TrIUTY APPROVAT t VERIFICAIION Thbfqm s:rrcs b nrr |h $. tppoeod hporcrncntr rrfl not ln-prct any addtrg a pmpo6cd uny crrfq. urddroto\Errrsyfcranrrtrtytotocrmnninryorsoriiia;J$4b",-i'hffffi,-;6prsrfr)or" dry ptu fi 34arhg hsbraaiorrs. r * dm, trdu*rg c"*g pur, i*i r",, -d-fiic;' ;.r bc aftnr$cdb_s. lblo$,trg uil!3 for rgpruet end wrniflon pGArft-Audnt upro z wtirc ron appio:vrr onoot{l{Flrl RoH TltE uiilrrY aoHPANlts rrou re-unuc o otbh conm;tr-rdir-tiiltrncltrnc ders.co|,Ld Tfic Toiln oft.[. Aulhorhrd Slsnetur Oormrnlr Dr{r alzqt+ QyyEsr 970.it68,6850(d) t0,.r68.(E72(b0 ConbcE SamTootrygmtd-lrrerleulornrl.-t XCIL TUGII PRESSURE GAS 90:6A.,{076 (ts|) 970.,|€e.1.|0r (u) contrct RkhSbncrco drbrrd,rlomttrcalamrsv.coq HOLYCROSS INEROY 9Oe+7"5425 &0 90.9{5.4081 (tbo conbcb J.ffVtpom Sfioofit0ho&sm.com XC|EL ENERCY cm.26L168(td|J 970262.,t@4 (td) Conb(E: Xit Bogert Kethqm.8ogail6)CGtEt{ERcy. com ETGLE RIVERWATER& SANITATIOH DISIRICT 970,476,74EJ@) 970.476,4089 (fax) &nbcB Fred thdee fiaslec0erwsdorg coMcAsrc,AtLE 970,4$.8248 (rd) 970.949.9138 (fao contach DavH Evans dlvf d danso@blcrofi rarLcom N9IEST E\ISTI\\B HOL\ CLOSS A{EDG] BNDEif>tsJNN FAcruTi\ES \-d.RT€h A\srG P<rh-n ?nnfl ' oflrrE. LFC**S ?gurf$ 3€Tor€ Edc\D(I\a|| t'' If ItE u ty sPprorat t' veriffouon form has stgnatures fiom cadr of the utllty companbs, ald no comments rre madediredv on rhe form, or no lcdon b bkn v{nhh t rctb or the ttu[t1/s rcc[fpt& tih:.ii rim,il,i:Li,arrii6n $ri iJii,nrvlll prenrne frat tficrc rrc no proHerns and the de\relopmrnt can tfti.Aed, ' z.'-ff . ttr'tty cornpany has oncems vrttn the proposed consbftgon, &e uHity represenau,/e shan nogg dircc y on ttrcutflny willcatiotl fotm $at therc.ls _a #obhm vr,ifth nccds to bc iesoved. 'm6 lssuc dtoi{d--ihcn bc debtted h anah$ed ictbr to tte To'vn of vall. .Hciraner, please kccp tn nhd $at tt b E e n+irduiit ;i d;-tfflw dpany ;oJ$c apflkant b rehrc ldcntified proHcms 3, Tbcse trrrifkauorrs do not rcletb the._ontactor of hle responsbglty to obbh a publh way permlt fr6m thc Dcpartncntof RtbtrcwcksatthcTom of vott[$fFi!ocaroq+u*i" orulnlf u.r"r.-a"Jni-irhiiiidrh rrgr,t-dr,,"v;;aeserrcnt wlfih th! Tolyn of lfit. e a'iulngp*rnrtrffi-6Jdit-ti'ra rcolrrtelv. :..-l:.Hry b rcqdnd rnd agm€s to flbmtt aoy rerrbed &ailhgs b thc uuibes for rG-apFq\i'.| & r?vErtflcadon lftrn suDlfrEd F€ns lru albtd h uly ltay afb ttc arfiorhcd sbrBttre &b (unles oUrcrwti spemcaly noEd tillhtiecommtxt arca of ftb fum). Dardope/s Sfunahlrc D.wlcp u b M& Lo t Addtre Infonttttbat Fr\da^FoR lslPrtrt{PlarntE\DRBldrn-rcv{-.0nrtudorLr-2s-?{f7JrF, Fa9c9d1,t ttltsla,cf XCEL SUI"II4IT CTY Fax:97O2624O57 Jul 2 2OO7 15154 P.O2 NU{' UTITITY APPROVAT &VERIFICATION 1friletMV Thts fom seF€s t! veflry that tho proposed lmpror/€fienB wlll nor lmpact sny edstlng or proposed uflllty s€illces, and ll8o r! verlfy seMce ay€llEblllv rnd locatlon for new on5tru4lon and should be uged ln conjunctlon wlth preparlng your uullv phn and sdrdullng lnstilhuons, A slte Plan, hcludlng grodlng plan, floor phn, and elevatlons, sholl be submitted te lheiollowhg uutl6e3 for approtal and verlflcguon, PLEAEE At LoW UP TO 2 WEEK6 FOR APPRoVAL OR COmf.lE'|Tg FRoU rHe UiiUrV COMFAltlIEt. tf pu rre unable to obhln comment3 wlthln that tlmefratne plea56 contaclThe Tqtn af Vall, Deyelopet tn Pr?n'dc latACd6te InloftnEtlon! ,"^r**", if fa:ifr ftt?z e*ai"t ton, ft/th-fu- r"ro, /4 H&; / Dilqs4nd9&Authorlred€|lrat{|a qwEsr r/0,468,6850Ge|) 970,158.0672(tu) Cehla<tsr s{m Tooley s.rn uel toolqvtEfl est r4E XCEL HIGH PRESSURE GAE tt70.262,4q76 (eD 979,466,1101 (fax) conbct! Rlch slsnefos tl(hard-slsneros@rcElenetoJ Eqm HOLY CROSS ENERGY 970,947,5425 (tel) 970.9.15,4041 (fax) conb<ti Jetf vroon llrole@.blgtsts.cem XCEL EHERGY 970.?'62.4cBt (filx) 970,262,{024 (Er) @ntacFl Kil gogeil EAGLE RIVER WATER g SINTTA'IOI{ DISTRICT 970,176,7460 (tr'l) 97o,476.4o8e (fex, Contacti Fttd Hadee ftrdea@etrEd.Etq COMCAST CABLE 970,118,8248 (iel) 970.949.913E (Far) Conhch Dwld Erfing drvldsal5@EablssotrraF!€qfp the cornmcnt are! of thlc fcrm). Developc/s SIEnature Fr \ctev\FoRil s\PErm f s\Pl8nnlng\DRB\drbJlew-co nrbucBell'?5-200?.Cx ffiE uttltty apprrvel A verlflc6uon form has slEnatures fIDm each of rhe utllity comPanles,.and no comments lrc made ;ifiil; *',i ri,fr, oi no adlon ls taken wlthln I weeks of thc Utilivs ttcetpt of the fotm without srQlalnEtlon the Tow wttt er;sume that there are ns prcblem: end the develoPmont c6n pruc&d, ;.1i. r].llity'fiil;i i"l clf,".rni wtth the proporeb construdiorl the utllity repnsentaBve.shr.ll noE dlrcctly oh tha Jufity "*rn.'uUon iorm tttat thel€ li a probleni whlch n3eds io be r€solyed, The ls€Ue should then be derrlled In En anaihed tetter ro rhe Town of vatl. - Hqrrev€r, please keep In rnlnd that ft le thc rcsponrlblllty of the utlllV comFany and the aDDllcant b resolve ldmtlffed prcblemc, i,-n-rb wrifuU"ns do not tefieie the contracior cf the respnrlblllty b ottaln r Publlc Way Farrnlt trom $e Departnent ;ilEfiw;k" "t i\"i;;;;f Voil, itttltrrtocrrhnd nruErb6 ohgined-befale4laa4a h aDy Publrc tht-oFwav or iireminr wrtrrrn tnn 7ov6 g1vart. ri tlttat"" t"t-lt le not a . wat nemriena,nuet ffiffijop.r ls regutrurt 8nd agp€s to suDmtt .ny revtsed_drawlngs ts the rttllHes for raapproval & re'rerlflcotlon lf riiail,irii;Jib,ii .riinefua to ainy way after the authodred 6l9n:!irc dste (unlese otie {lEe EPeclfically nored wlrhln 1407 Date PrgE I d l,t Itl23/?o0s J u l-25-2007 l3:2?F r on-ER|lS0 s70475108S T-1 l3 P.s0Z/80?, F-051 UTITIW APP ROVAL & VERIFICATION fhts bBt servec to rrerlfy that the p;oposed lmprornments wfll not [npact any edstlog or proposed u lty sehdces, a||d aho b vedry sendce avallablllv and bcaHon for new (orEkudon and should be used ln cor{uffilon wltt! Feparhs }!ur udllty plan and scltedullng flsbllatlons' a sJb plan, Indudng gradlng plan, floor phn, and dwatbns, shall be sqbmfiH b the FolhwfB lll|fltles fcr apprcr/ol and v€tlfldtlon, PIEASE ALLoW UP To 2 WEEKS FoR APPRoVAL oR coMilENTS FRoM TllE UiittTY CoMPANIES. tf you are unaHe b obtaln cornmenb wlthln that tlnrframe please contact The Totirn of Vall. pevslop$ ta Pmyld€ Lot Addn*r lafttmatlont Lot Address: QWFST Autholfzod Slsnaturo GoErrrlsnts 970.468.6860(tel) to,{68.0572(fax) Ontacts: Sam Tooley samuel.toolev@qwest.om XCEL III€}I PRESSURE 6A5 e7o.262.1976 (Fil, e70.469.140L(W Contrcb Rlch slsneros rlchard.slsnems@celeneroucom HOLYCROSS ENER€Y 970,9t,5425 (tel) 970,945,''lo€1 (ft0 Contrcr: Jeff Vroom lcgen@IelglnrsrEn XCEL ENERCY 970.262.1Gj,8 (rax' 970.262.402a (tel) Conta<ts; Klt Bcqeft lGthltt EpgertOXCFt ENERGY-6m EAGLE RIVERWATER& SANITATION DISTFICT 970,r''76,7480 ltPl) 970.476A0Es (fax) contacB Fred Haslee fha sleFoennsd 610 COITICAST CABLE e70J18.8?48 (Et) 970.94e.9138 (fax) Contact Drvld Evans DevElope/s slgnature Dala F{dey\FoRtrtswrm[qfiannlr6\DR8\lrb-1*v-conskucBq-l-25+007.Coc Pagc 9 of 14 suaavr,ron, ft|114fu .r"r*, y'4 flaLL Dals 7-d5-o? davld ewn:@<able,conra*.corn NOTEST 1. If the utlllty appraral & rarlflcatlon form has slgna res from each of the utlllty campanles. and no comdenE are made dlFctly on the farm, or no adlcn ls hken wlthln 2 weeks of the Utllys recelpt of the form wlthout exphlnatbn the Town wlll prcsume hat there are no problemE and the developm€nt can Droceed. 2. lf a uullry company has Concerns wlth the proposed construcHon the uttllty representawe shall noE dlrccrly on the utlltty vedflcatlon form that there ls a problem whlch needs to be resotved, The lssse should then be deblled ln an attached letter to g|e Town of Vall. However, please keep ln mlnd that lt ts the raspotlslblllty of tha utlllv <otnpsny and the appllcant to resolvo ldenUfled poblerns. 3, These vedllcatlons do not relhne tho conraclor of tho fesFonslhllv to obtaln a Publlc WEg Permlt from dre Doplrthent of Publlc Works a! the Town of Vall. ln any publlc rlght-of-way or eas€ment wlthln the Town of Vall. A hlrildlpq permitla noq a Publlc WiyJrcrmlt and muBt be obtalnGd aeoaratElv, {. The Develop€r ls reqqlred and agEes to submlt soy revfsed drawlngr to $e uUllues for re.appoval & reverlfletlon lf the subrnltted plans are altered ln rny way aRer the ruthorlzd slsnature date (unless otherwlse spedncally noted wlthh the Gommenl area of thts form). tl/?3noos 07/2!/2001 TUE 18! 24 FAx 9?09254105 COI{CA8T CABT,E NU1/' IJTILITYAPPROVAL &VERIFICATIOHnffiEwt:z Thls Form serves to verll/ that th@ prDposEj hpro\renents wlll not lmFaEt any qlsflng or proposed uttlity Eervt-(es, and also to verify $rvce avalhbllity and locatlon fur nelv construcuon and should be used ln conJuncuon wlth preparllE yo,rr uHlity plan and sdredullng Installauoos. A ite plaD, lrrcluding gndlng plur, f,oor plan, and eleratlons, shall be tlbmltted ta the folorxlng utllitles for approval lnd verlfkauon. PLEASE ALLoW up To Z WEEKS rcR APPROVAL oR CoMMENTS FROI{ THE UTILITY CoMPANIES. tf you are uhabh to o[5in commonts wlthln that dmeframe please conlact The Town of Valj. Dewloper tE Prottlde Lot Addra.s Infa'ruatlont 8001/001 Lot Addrcss:suaawri"n, (2/ah /& ,'*, /4 Jild.:L co|fid[enta DsStAuthorlzgd 6lonatUfe qwEsT 970.458.6860(tel) 97D.458.0672(fau Conbcts: Sao Tooley sstr|uel.toolev6rtlw€sLaOm XCEL HI6H PRESSUBE GAS 970.262,4076 (tel) e70,46e1401 (Fax) CgDtact: Flch SlsnBros rlchrrdslsneros6rcpteneroy.com HOLY CROSS ENERGY 97o,r17,5425 (ael) 970,94s.{081 (fax) @nficu Jeff Vroom lvroo mOholvcross-conl XCEL ENERGY 970-262.488 (fa',) 970.262,1021 (tel) Ontdcb: KIt Bogert Kathrvn. Bogejt@XaFLE lERGY.com EAGLE RIVER WATER & SANTTATION DISTRICT 97a,476,748o (tel) 970.476.4089 (tax) Cbntact: Frcd Hnslee fhasfce@erwsd.oro COMCAST CAELE 970.418.8248 (tef) 7'to-?)o-.1- ' ,/^ ^e70,e49.9138(Fa)of)o.r?r-e&t_n,- | i ( 1l) conEacu DavldErans IYWAVIIL-- davld errans@cable-crnrtstcom /- NOTES: I' tf tfie ulilry aPproval & vedflcatbn fornr has slgnatures from ea€h oF the utlllty campanles, and no coriments €r€ made dlrectly.on tha lormr or no lctton ls trkeh tdthlh Z weeks of the Uullys recelpt of the lorm wlthout explaiDatlon the Town will pre me tlat thene dre fio problems and the developmeht can proded, 2. If a utility @mpat)y has coDcerns Wllb the proposed constructlon, the 0tlllty r€prEentatlve shall note dlrcctly on thc utility vedficauon fotrll that there ls a prohlem whlch needs to be reslved, The Issue sbould then be detalled In an attachcd lcfter to the Town of Vall. However, please keep h mlnd that lt ls the responslblllty of the utlllty cornpany and th€ appllcant to reselve ldentltled orobleplq 3. These verlflcatlons do not relieve the conuactor of the tespnslblllty to obtaln a Public Way Permlt from the Department of Publlc Works at the Tqwn of vall, Utilitv locatlons rnust be ohtdined before dloolno In any publlc rlght-of-way or easernefit wlthln the Town of Vall, A huildlnq Eetmit is not I Fubllc Wav permit ard must be obtElned Eeparatelv. 4. The Developer ls rcqulred and agEes to submit any revlsed drowlngs to tfie utilltles fDr re-approval & re-vetiflcauon lf the subn{tted plans are altered ln any way after the autho zed slgnatqre dote (unless otherwlse spectflcally noted wlthln the Eomrnent arc6 of thls form), Develope/s SlgnahJrc F:\<deWDR t'ls\Pclmlts\P lannhE\DfiB\drb_.n e$r_coostntctorLl -25-2007-doc )]tA'-ct - \al.rcaQl 4rt4c. 6aqt $' ba' >- 1'l'6? 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D.Vlnd Shake Featureg Colo.6 Gallery Compare Testimonlals Technlcal Data Installation Photos Download P.es€nlilg..!g.l19!Il-q-o_!:ryIeE E!!11!9_a_l.lr.&1!?q9! &Q(qq-hgg!ry l-orm Autumn Blcnd Year after year, capture the fresh crispness of fall with the rustic Autumn Blend. homes) Weathered Grav Blcnd red Grav Blend convevs the natural rm wood tones that maintain a timeless bea uty. Tahoc Blcnd The deep rich earth tones of Tahoe Blend will enhance the natural beauty of any home. 1413 Osage Ave. Kansas City, KS 66105 Phone: 913-599-0766 | Fax:913-599-0065 Toll-free: 800-DaVinci (328-4624) I of I 7D5/2007 l:39 PM Zone Check bLBoT-o261 Date: c/tr/. Legaldescription: Lot 23 Block Address 791 P^4k6 PahA Dr,ve- Owner lr,#L Architect Zone districl Auo - Lot size /6,rc7 q TotalGRFA Primary GRFA -+f+ZSffe+fl = _ Secondary GRFA +(425H6+5i)=_ Phone Phone _(7g3{33 'TOPOSeO U"" ^".., f.r*r.fG Buildable area Existino Proposed Total Remaininc detto 4L 1L 4L9z 3 | I ?7zv ?rz't n:/n - - z:?Lb 466 3G Allowed 7ot/ N //+ ?. fro1/ ---rB7S:@ies Site Coverage ls more than 60% of the site being disturbed 3t?"'t lcrw+ %= 4b& (per Section 12-21-14E Restrictions in Specific Zones on Excessive Slopes)? Height Setbacks (30) (33) Front Sides Rear rl,36L 3' 16' 20' 1s', 1s', Je mn ?l Minimum Required_.$ __ zztzT 3l (\ (e lLtooo bt$ t'/ Landscaping Retaining Wall Heights Parking Garage Credit Driveway /7r.ro % Proposed Slope t'n o/o No No Yes Yes t/ 1) Percent Slope (< > 30o/o) 2) Floodplain 3) Wetlands 5) Geologic Hazards V,,< c) Debris Flow - tttA a) SnowAvalanche N/A D fockfatl tl,g\ 3al./;? Previous conditions of approval (check property file): pfn ls the Property non-conforming? Describe: (3oo) (600) (eoo) (@) Permitted Slope Complies with TOV Lighting Ordinance Are finished grades less than 2:1 (50o/o) Environmental/Hazards suollculssl leld secuBuBn sJoppJoc t{eln (punor6repun) seRIltn se16uy apPLlS / uns uollEcllusn'o'c seldues FUelEut 6u;p;;ng eus Jo soloqd uuol uollBclJlJsn,{lllln (gtV) uodar eHt lerotddy opuoC saa:l pesodo.td sea4 6uqlsgx3 qcild ]oou sleuelsurl / roloc al?Js nH3 acedg c;py 1 pnag vlue leuoDrppB 092 VJUE qees sNotIV 3l3 CNlOllnS tr sno3Nv'11:l0sll,I E NVld3dV3SONV1 tr sNvld uoo'lj tr sseccv eJlJ e6ao1g rnoug (epa6 pue ssecce) femanp6 snlpeu 6u;urn1 e6ereg / 6uq:ea sesuel slleiy16ugu;epy edolg 7 epPre eilS uollceuuoc e6ereg seluoclEg / s)peo (,y) s6ueqraao / se^e3 $peqlos slueurqcEojcuS tqEteH 6utpttng elecs suo;pne1e pdg suo[ecol trilUn seelf spJBzeH lElrcuruoJl^u3 Feqles esrnoc JoIEM . uleld poog 'r^ OO I {qder6odot slueuesES eeJV elqeH!n8 ezls lol uo;gd;:csap p6e1 elRcs N\nd Slls tr ASAUnS tr lslgceqC ael^eu uBlseq :1cefor4 sfitalrY *.Lrsrtrr{r Design Review Board ACTIOil FOR}'I Department of Communlty Development 75 South Frontage Road, Vall, Colorado 81657 tef: 970.479.2139 taxt 970,479.2452 wEb: www.vallgov.com Prcject Name: Project Description: ]AFFE CHANGE DRB Number: DRB070713 FINAL REVIEW FOR A CHANGE TO THE APPROVED PI-ANS FOR THE ADDMON OF CMWL SPACES, EXTERIOR CHANGES, INTERIOR CONRGUMTIONS Partacipants: OWNER TOM JAFFE 3 HAfiAWAY |aNE ESSE( FELLS NJ 07021 APPUCANT SEGERBERG MAYHEW ARCHmCTS t2ll9l2}07 Phone: 970475-4433 KURT SEGERBERG PO BOX 4700 VAIL co 81658 ARCHIIECT SEGERBERG, MAYHEW & ASSOCIATI2/ t9 | ZOOT Phone : 970-476-4433 101 EAGLE ROAD, BUILDING 6 AVON co 81620 License: C000001762 LZt 1912007 Phone: 201-780-8178 Location:ProjectAddress: 789 POTATO PATCH DRVAIL Lot 23, Block 1, Vail Potato Patch Legal Description: lot: 23 Block: 1 Subdivision: VAIL POTATO PATCH Parcel Number: 2101-063-0102-5 Comments: Motlon By: Second By: Vote: Conditions: BOARD/STAFF ACIION Action: STAFFAPP Date of APProvalz 0LlI7l20O8 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, pursuant to the VallTown @de, Chapter 12-3-3: APPEAIS. @nd:202 Approval of thls prcfect shall lapse and beome void one (1) year follwrlry the date of final approral, unless a buildlng permlt ls issued and @nstrucUon ls @rntnened and ls dilbently pursued bward ompledon. Cond: CON0009715 The applicant must revlse the exterlor [gf'Ung phn b not e!(eed a maxlmum of 18 ffxturcs prior to ftamlng Inspection. Phnner: BillGibson DRB Fc€ Pald: $2O.OO v a Changes To The Approved Plans mNm DeDlnm?Jrt of omorunlty Developnent 75 Sodh Fmntrga Road, VtlL Gblldo 81557 EL 9'm,4'n,2LZA la{t 97o'+'n,24sz rcb: wrrw'vaUsgv&m o€nGral fntorDEtlon: All proJecb l€quHng dlslgn rcvte|{ rnust receMe apprwal pdof lD subrilttlhg a_ blllldlng P€nr t sPFll.€Uoo. !*.c ra& tir Ure submm.t requlnmenc br the padkutar apporal thet Js requestcd. An qppllsatlofi ftr Dcdon Revlcw cEnDot bc laapted lnui alt regulFd hfgrmrllon ts rii€lyd by the Commsntty Derrelopment De?lrhent Tha project mry alsi need b be nwlewed by the Torvn Counclt-rnd/or the_ Plannlng and Envfonfisntal ComnlBglon. b"itga raitcw tpprourl lrprec snl.s; a bulldlng p€irrlt le lscucd anC construcllon commences wlthh o||c ycrf of tho apptov.l. DescrlpBoh of the R€gu€Bti - R-E; attached leller 6stcd Dccember 18, 20,07 hlghtlshuno.Gvlsion€ , . Application for Design Revlew oflw a \)a { \ (^) Locetlon otthc Propolsl: LoB-!l-9locl*-l-*- Subdtvlgloni-Pqtato PEtc.h * , '-. Phy3|cal Addreac: 7€B ryhb Patch p.,olno,,Z@(ohrectE8g|eG.A55e9sorEt970-328-86qofo|Parce|no,) Zgnlng! . Tw:.lamlly pdmarylracondarv Nrrr|s(6) ot Ownor(6): Malllng Addreerl .9 own€r(s) 6lgnrtu.c(r)! nome of Appllcant: MElllhg Addfo$l,P.o- Box4700 Vall. cO E1858- Phoner 870-478{4.33 E. fi a if Addreod @ xt * W!Z-v*169s Typa of Rcvlew and Fee: E chEnCFs to APPtovcd Plans subrnlttll R€qutlG mcnttl 3 Sets of Plans Addrcsslng koJect Changes Slgdatur€ ot Homeowner(s) or AssoElotlon +20 For let lslons b pl6ff alrcady dPproved by Plannlng staff or the Deslgn Revlew Borrd. F:L.l6vlFORMSlPcrnltr\PlFndhgrDRBld6-ch6lUr-lo-.PpfovodJl.nr-lJtgo-i0'1 DEC 18 2001 r t "".'.r December 18,2007 To; Bill Gibsoa Departmcnt of Cornmunity Devel,opnent 75 South Frontagc Road Vail, Colorado 81657 RE; Jalfc Residcnce (DRB07-02t7) ?89 ?otato Pstoh Drivefl-ot23,Val Potato Pstch Dear Bill: Ws are zubmitting a Revisions to Constuclion Coordination Set dated lzlLl/O1 snd wanled to tughiight for you the arcas that have been rsvised. Othenrrise the plans r'emain as the 'Resportse to TOv cornments'set dated 9DEl07: 1. A crawl space has been added to accornodste for the lower footing elevations due to uaanticipated soil conditions, Re: 46.0, S2.0 2. 't\e lower lwel patio walls have been remcved and the grading revised to utilize boulders alrtady otisting on sitc. Rc: A3.0, S2.0 3, The Master Bedroom dormer on the West unit and the Master Bedroom snd Master Batlnoom dormer6 orr the the Esst unit have been revised to comply with a condition put on tbe pegnit by the DRB to meet heigbt requiremelrls at these dormerg. Re: A4.0, A5,0, A5.1,45.2, 46.0 4. Somc additional exterior details have been added to 4,6.1 for clarificaticn, 5, Thc Mcchanical rooms have been moved to the orawl spaces in both unitt. Re: A3'0, A6,0, A9,0 & A10,0 6. The interior layout on the Lowcr Level of the East rmit bas been revised' Rc; A3.0' 21A5.2, A9.0 & A10.0 7. TheconfrguralionofBedroom#4ontheWestUnithasbeenrcvised. Re:A3'l,A9.l cc. JP Sunderland - Sunder Inc., File tq /r\r t-15 \, L<c.. A.l IV A.= l-\- liliil it tulU S c eerb et |t.ib Othqci 1000 Sotti Fronlrt.Dtnr* 9frlvr 1617 WrrF Sql.t qrn it in6@|!rr|.hr.o6 hctt & Associrtcs Arcbilects. CO 11657 r plono; 970 176 10?02 . dorE: 10, @3 R9|d w!rt. Slilr 390. V.iL S$E gr . fr\r. CO . ',0eGJ,1d'ffi17 !np:,/l|r.v'. rtu,thr.cadl Kurt Segcrberg Segerberg Mayhew Architects TQWN OF VAIL fff**a'i:i*'3*t****rl+*tffaf*fa*l***ffff+fa++t*++ltft***'}*'l*'|***'tl:il"il'***la+*******{'atatffalfltt TOWNOFVAIL, COITORADO Strtement Statement Nudber: R070002?35 ArnounE 3 $20.00 t2/L9/2OO7O?:45 All Payment Method: Check 13342/SEGERBERG, I{AYHEW A}ID ASSOC. Init : ils Notation: Permit No3 DR8070713. fn)e: DRB -Chg to Appr PIanB Parcel No: 2101-053 -0102-5 SitC Address: ?89 POTATO PATCH DR VAIIJ Location: IJot 23, Block 1, VaiI Potato Patch Total Fees: $20.00 This Payment: $20.00 Tota.l AIJJ Etnts: S20.00 BaLance: $0.00 *** * * * *++*******r*********************+'t*+'t+*******{'**t** * * * * * t * * * * * ***t**t*************** t t ACCOUNT ITEM LIST: Account Code Description current Pmts DR OO1OOOO3II22OO DESIGN REVIEW FEES 20.00 z/a/r7 789 Potato Patch/Lot 23. Block 1. Yail Potato Patch Lot Size: 18,937 sq. ft. Zoning: Two-Family himaryiSecondary Permitted Uses: Single Family, Two Family, plus Type II Employee Housing Unit Geologic Hazards: high severity rock fall Setbacks (min)l 20 ft. front, 15 ft. sides, and 15 ft. rear Height (max): 30 ft. flat roof, 33 ft. sloped roof GRFA (max.): 7,011 sq. ft. Site Coverage (max.): 3,787 sq. ft. (20%) Landscape Area (min): I1,363 sq. ft. (6070) ' l4J trt' t{ ro Design Review Board ACTION FORM Deparblent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel; 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us DRB Number: DR8040020 locaUon: Legal Description: Lo* 23 Elock 1 Subdivision: VAIL POTATO PATCH Parcel Number: 210106301025 Comments: SEE CONDfiONS IO,,NT) Project l{ame: CMMER HOT TUB Project Description: ProitrctAddress: 789 POTATO PATCH DRVAIL 789 POTATO PATCH D& VAI|- CO INSTALL OUTDOOR HOT TUB AND REPI-ACE DETERIOMTED DOSTING DCT DOOR Participants: ' OWNER I-ARRY R. AND KATHLEEN M. CM02/02/2004 Phone: 1928 WARBLER LANE ST PAUL MN 55119 License: APPLICANT LARRY R. AND KATHLEEN M. CW0210212004 Phone: 1928 WARBLER I.ANE ST PAUL MN 55119 License: Motion By: Second By: Voter Conditions: BOARD/SIAFF ACTION Action: SIAFFAPR Date of Approvalt 021 L0l20O4 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 (P|-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Planner:DRB Fee Paid: $2O.OO TOfiA'M Application for Design Review Department of Community Development 75 Souft Fronbge Road, Vail, Colorado 81557 telt 970.479.2L39 faxi 970.479.2452 web: www.ci.\rail.co. us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. _Please refer to tne submittlt requirements for the particular appmval that is requested. An application for Design Reviev cannot be accepted untii all required information is received by the Community Devetopment Departrnent.- The project may also need to be reviewed bV the Town Council and/or the Planning and Environmental Commission. beiign ,eirlew approval tapses unless a building permit is issued and constnrction commenoes widran one year of the apprcval. Physical Address: Parcel No.: Zoning: Name(s) of Owner(s): Mailing Owner(s) Name of Applicant: rt/ar Mailing Address: E-mail Address: tr o tr fi\ tr tr $50 Plus $1.00 per sguare foot of total sign area. No Fee $6s0 $300 $2s0 $20 For construction of a new building or demo/rebuild. For an addition where square footage is added to any residential or commercial building (includes 250 addiUons & interior convercions)' For minor changes to buildings and $te improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, paintng, window additions, landscaping, fences and (Conbact Eagle Co. Assessor at 970-328-8640 for parcel no') r-ype of Review and Fes: tr Signs O Concephral Review New Construction Addition Minor Alteration ( multi-family/commercial) Minor Alteration (single-family/duplex) Changes to Approved Plans Separation Request retaining walls, etc. $20 For rev-isions io plans already approred by Planning Staff or the Design Review Board. No Fee [$'fff*-utt'on'tt check No.:3! e 9 - *1.{.*'1.'}a'*'}'}*rt*****{.*t':f 't'3,}l.t *,}t{it ***** ,i *'lrl:t *l'*'i '|***'* *{r**,}****** ***'}* l. * *** * {. **:l't**'f 't * **'l:* ** * * ** TOWNOFVAIL, COLORADO Statement 'trr l':1.:lr 'lr * * {.:l'} * {.*** **:*'* * * * 't'} 'tr** 'tr * * 't' *** * ******'t+**'t*****+,t*:***r.t *t{'*'t ******* ***** ***l' *'t'tl' it 'i'f +*{.* Statement Number: R04 0 005 3 93 Anoune : S2O. OOO2/ 02 /2OO4O2 : 49 PM Pa)ment Method: Init: iIS Permit No:DR8040020 Type: DRB -IIIiNOT A1t, SFR/DI'P Parce1 No:210105301025 siEe Addreae : 789 POTATO PATCH DR VAIIJ Irocation: 789 POTATO PATCH DR, VAIL, CO Total FeeE: $20. oo Tbis Payment: $20.ooTotal ALL Pmts: $2O. O0 Balance r s0.00 *,f * {.*'i * * 'l 't 'l ** '}'t * ** * * **:r'* * * * {r'** {r 'l * * * * * * **** * ** * * lr*'*'t **'* ** *,1*'t'l{' 'l 'l:}*,' '1.'t't *a' * * **{.**1,1. 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Eu,ekzox bEE lrJo-zo l-() =EF-(nzoc) z f;E fltDtt d=<s u4L*b EE U F^ Sxxt;-{ir! o:=F-F G.a- g :tJ;:+d tsl €=!Fl E=i HI5r,-5 $l[s q el,s<= :;r3iaF** :Eet jjg F-:o=JU- d\J ,\)F |lll!t.lt(,l l5 tElc elUJ FI lJl I I I I I I , I o'l :toI tr,,l al>l rr-lol 3t :Ol ur FI F oll oF JI .-z<) ll li c)<s il; f \J- a_rIJJ I =9 il POII () PIPER / ARCHITECTS Box 5560 Avon, Colorado 8f620 Apri.1 28, 1988 RE},IODEL Freedman Residence 789 Potato Patch RoadVaiI, Colorado 81657 SCOPE OF WORK FLAT ROOF INFILL 4. 5. Remove rock ballast. Existing membrane roofing to remain and be protsected. Gang vents and penetrate neh' roof in one location.Install new sloping roof structure of 2X6's @ 16" oc. with {'r CDX plywoodsheathing. start new roof immediatery below flashing at sill of skylights above scudy. Slope down to a flu6h intersept at scart of metal rooiing. New roof structure wiLl cover over roof hatch.Install R-30 unfaced fiberglass batts atop flat roof deck.rnstall new metal roof, matching existingr ov€r 30# felt. Flash as high onside wal1s as possible and subflash with Jiffy-seal membrane. Rework side wa11s as necessary for proper flashing. STAIRWAY SKYLIGHT I. NOTE DRAWING2, Remove existing glass panels and sLore as per d i.reclion3. Provide and install new metal roof Eo match exishinq.4. Provide and lnstall 3 Velux skylights, #3, in locaclons Subflash head of each skylight with Jiffy Seal membraneunlt. of or.rner. noted by owner. for 30" above I. 1 GREENHOUSE ROOF 1. I{OTE DRAWING 2. "Inst,all new metal roof3. Remove existing glass VENTS to match existing. over entire roof area.panels. Verii:y with owner if they are to be saved. !. Pep.l ace c'(i s!:ing vent st,acks and boots as required by damage or breakage. Rooring/Re*"o"iH;',t*lT;""i;I;f :'''#::dmanResidencel F rice includes remodeling and roofing !{orl: as specified in Scope of itrtork by Piper Arcltitects. dated 04/2(.1/68, 'yntfr ilre exception of tfie fotlowing: Al Flat Roof Infill llTlie roof liafth r,.rill rreed !o Lie reraov+d. El Stairv,ray S!:ylighl 1lTtre skylights may nst be salrragable. depending on the attachment. Jl Skytights tp b+ '1'l+1r::q E(iL #3'i:rFera.tile, urrless oth+r',rdsq indicabed. 3l No ilsulatron h:rs been figur+'S. C]Greerrhouse F..ooI 1l We nray not be able t0 salvage glase . 313" rigld irrsulatton has been figured. Gefleral I'ic,tes The follot.{ng changes are reflected in tfre total bid price, after a rliscussion witlr the ohrrror on 00/ t 0/St]. 1l Delete one skylight. Deduct frem previous bid price - Slh,lov+ t'wo lights. A,J,1 to pre?t()ui bi,X 5rri,:;+ - 3l Irrs?l11 Jiffy 5+al 'iri 0lrLirij ,;,lairwlr'y' roril Add t,o previoue trrtl prrc+ - $475.00 :l;300.00 $i 6ii rto 4l Gia:e in four e:ristrng glas: pariels fram rouri to rrerti,;s.l rr"ull al base of stair'+,ra1r. Add to prerrir,us bid prir+ - tE $110 00 ' +* I'lote - The "'ertrcal lrall at the L,as+ ,rf tfiv .if;lirrnrar may r+quire some esLra r,vork in the fram+'+rork ',,vhich suppr.,lfq lh+ glass. Affer th+ glass is remotred r,"e r,rill give ari estimate on ilris r,,rrorF_, if it is required. +,r e5 01 gi i#fI l- f; frt t$ 3$ i*id r$$f F r{ g|* .xl dl ,61 h ff 9$ t_ t -8 cirr3sd IF -\ .\-' 1l N Ii truz, '['f, iL.:.(\ ,,;rL t r .T tr s I 'lrFri3q+ b$w s7E -G. =6 FFz- =f l_ \$ tt 1S $rs$-$F > tJ.:s et R} R el-N{- F,E:\1-sr t s $s7 tl )l sN F:s r+t ty t PERMIT NUMBER OF PROJECT ,*rbtoN REeuEsr TOWN OF VAIL )r. , \, €D PM .-l l' DATE . READY FOR LOCATION: JOB NAME INSPECTION: CALLER TUES \,i \,\ BUI trF trF {ro'! trtl trS tr_ LDING:PL tr tr EI o tr D UMBING: FOOTINGS / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER FOUNDATION / STEEL FRAMING OOF & SHEER GAS PIPINGPLYWOOD NAILING INSULATION POOL / H. TUB SHEETROCK NAIL FINAL FINAL ELEGTRIGAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS C] CONDUIT n O SUPPLY AIR n I tr /FINAL tr FINAL 'PROVED RECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTO rrusfu,o5,REQUEST VAIL DATE READY FOR LOCATION: i !', vv,. A*r'' \ gft^o nJOB NAME INSPECTION:MON CALLER WED THUR FRI B tr tr tr tr UILDING: FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER FOUNDATION / STEEL FRAMING ROOF & SHEER PLYWOOD NAILING tr GAS PIPING INSUTATION tr POOL / H. TUB tr tr SHEETROCK NAIL tr tr tr FINAL tr FINAL EL tr tr tr tr ECTRICAL: TEMP. POWER MECHANIGAL: tr HEATING ROUGH O EXHAUST HOODS CONDUIT D SUPPLY AIR tr FINAL tr FINAL T] APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIBED DATE INSPECTOR l PERMIT NUMBEF OF PROJECT -,*r},,oN REeuESr DATE READY FOR LOCATION: JOB NAME l&tri (: , ERL 1 WED f'', tHun BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND B ROUGH / D.W.V. tr ROUGH / WATER O FOUNDATION / STEEL O FRAMING r_r ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING O INSULATION tr POOL / H. TUB HEETROCK NAIL tr FINAL tr FINAL ELE trT trF trC tr- tr HEATING tr EXHAUST HOODS CONDUIT tr SUPPLY AIR O DISAPPROVED N REINSPECTION REQUIRED DATE INSPECTOR READY FOR LOCATION: INSPECTION: BUILDING: tr FOOTINGS / STEEL PLUMBlNG: tr FOUNDATION / STEEL tr UNDERGFOUND tr ROUGH / D,W.V. tr ROUGH / WATERtr FRAMING - noor & SHEER" PLYWooD NAILING D GAS PIPING tr INSULATION tr POOL / H. TUB tr SHEETROCK NAIL tr tr drrr.rnl '-bsl tr FINAL ELE tr'T OF trc tr- CTRIGAL:MECHANICAL: TEMP. POWER tr HEATING ROUGH tr tr tr EXHAUST HOODS CONDUIT SUPPLY AIR tr,FINAL N FINAL EYl,(PPROVED cdRRECTIONS: D DISAPPROVED O REINSPECTION REOUIRED /\ INSPECTOR : Profect .n/ Contact Person and Phone Owner, .Address and Phone: Archilect, Address and Phone: Design Review Board Motion by: / / .to"r" r /r g// / // DISAPPROVAL Seconded by: APPROVAL Summary: Town Planner t) /' --'/ o /'d^r^./ E statt Approval APPLICATION DATE: DATE OF DRB MEETIi'IG: DRB APPLICATION *****THISAPPLIcATI0Nt^lILLN0TBEAccEPTEDUNTILALLINF0RMATI0NISSUBIIITTED**** I. PRE-APPLICATION MEETING: A pre-appljcation meeting with-a planning staff member js strongly suggested to determjne if any"aliiiionaf informatjon is needed. No appl'ication will. be.accepted unless it is complete (must tlglygu uii ii.o't required by the zoning administrator)' It is the uppri.Sni;s ieiponsib'il'ity to make an appointment with the staff to find out about aaOitiinif-ttn*itta1 requirements. Please note that a CSMPLETE applica- tion wjlt streamij;; ih; approval process for.your project by decreasing the number of condjtions of iili.Jr.r-lhui in"'one-ruy sti'pu1atb. -Rt-t- conditions of approval must Ue r.iofved before'a bui1ding permit is issued' A. PROJECT OESCRIPTION: LOCATION OF PROPOSAL: Addres s Lega I Zon'ing NAME OF Addres s NAI'IE OF ! Addres s NAI'1E 0F Signatur Addre ss DRB FEE: The fee rvi11 be PaiC at VALUAT i O N $ 0-$ 10,ooo $10,001 -$ 50,000 $50,oo1 -$ 150,ooo $150,001 - $ 500,000 $500,001 - $1,000,000$ Over $1,000,000 Des cri pti on Lot A+Bl ock APPLICANT'S REPRESENTATIVE : Fil ins Frfnro Ft0t* n c. F reiephonefulelZ- Ttelephone li4SEi permit is requested.the time a building rLE $ 10.00 $ 25.00 $ so.oo $100.00 $20o. oo $300 .00 II4PORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB: 1. In addition to meeting submittal requirements, the_applicant must stake the site to .indicate properiy iir"i unO Urltiing-lotnuit. Trbbs that rvill be removed should also be marked. Thjs work trii'U"-.btpleted before the oRB visits the site. 2. The revierv process for NEli BUILDINGS rvill norrnal1y involve tt'to separate meetings of the Design Review Board, so plan on ut least two meetings for their approval ' 3. People who fajl to appear before the Design Rev'ierv qg?tl ut the'ir scheduled meeting and who have not asked for u poitpon.tent will be required to be repubi i shed. APPL l CANT: 1 tel ephon tIST OF I'IATTRIALS NAI"IE OF P|IOJ ECT : LEGAL DESCRIPTION: STRIET ADDRESS: DESCRIPTION OF PRO The follorving Board before A. BUILDING B. Roof Siding 0ther l,lal I f'laterials Fascia Soffi ts [,Ji ndows |^Ji ndorv Trim Doors Door Trl m Hand or Deck Rails Fl ues Flashings Chimneys Trash Enc losures Greenhouses 0ther information is requi red for submi ttal a final approval can be fiven: MATERIALS: TYPE OF I4ATERJAL by the applicant to the 0esign Review +A- LANDSCAPING: Name of Designer: phone: PLAIIT I"IATERiALS: PROPOSTD TREiS Commo n llame Quani tyBotanical Name EXISTING TREES TO BE REI'IOVED for con ifers . (over) Si ze* *lndicate caiiper for deciducious lrees T nri i r.r f o hoi nhteL L ' Y" L Ni iI: i..'- I 3 " 3 NI i:ai\! !8ilt:e=e I I 'L! .Ft<to I I I I I, IFt<e,rFlo 2 IE lol2 sB ar5t U tt-qz - ;Go =OXzQ)Ot-troo- :5EO n=x(uaz. II,JzIu = Y=irt: - o-q) =gJ6i =OGl oa tr =g, UJo. tr ) = IJJ = l=lI cll l=l| (rltplt(6lv' tl ,'3l tsl l8l I(7rl(\I tzF- 9c- o(J o.U vl(U &. .6 ! 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Wisconsin Rapid.s, WI. per ourlphone conversation of yesterday, -.As per our' I am enclo sing a drawlng to better.illustratd the relationship of the Preway and surrounding materials. .Lbllieve Ehis skeEch to show' adequate clearances as dtscussed. Pl'ease respond with your approval and/or conrnencs specific to tshis subject. Thanking you for your time and efforts. Sincerely, Duane Piper ArchitecE Fireplace :, 75 south fronlage road vall, colorado 81657 (303) 476-7000 September 10, 1981 Duane Piper 1973 N. Frontage Rd. Vail , Co]orado 81657 RE: DRB Submittal Lot 23, Blk. of 9-2-81I, Potato Patch s. Dear Duane: At the September 2 meeting of the Design Review Board, your submittal for design a'lterations was given approval with the fol'lowing stipulations: cribbing wa1ls to boulders, greenhouse change ai noted on plans, moss rock to siding on east elevation try to use moss rock. "ffluk Peter Jamar Town Pl anner PJ:df Prolect Application ..L ATi c,'niSPro.iect Name: Proiect Description: Contact Person and Phone ()'\w' | \otr+ () ( - | owner, Address and phone: t-* tu i U{sl f(Ztpn'rel+ Architect. Address and Phone: Design Review Board o*" ?fL APPROVAL DISAPPROVAL q a O O -/- l- O\n \ C)oo \- C) C)o -C77 Co o? o N{ A o oov N 0oF o 0!IL .9 0 0 -it oflFo x 0! t!I 0! !I 0g 0uIr- c 0II atg 0 c o N o F August 13, 1981 Mr. Peter Jamar Town of Vail Vail, CO RE: Freedman Residence -:-- 781 Potato Patch Drive Vail, CO -L'6f z I Dear Peter The office of Wheeler-Piper/Architects and the owners of the above menEioned project wish to submit for study and review, by Ehe Design Review Board, the following items: (1) Deletion of exterior moss rock at east elevation fireplace chimney. In lieu of moss rock, the owner requesEs wood siding. (2) The finish of the planter at the S.E. building corner would be cribbing structure in lieu of moss rock. (3) The site area east of building structure is requesEed to be retained in natural boulders in lieu of cribbing. (4) The greenhouse shall be changed in plan shape and dimension from 45o angular shape to rec- tangular size of lOr.7tt x l2r-Otr. Height and style to remain same. Please schedule our request as soon as possible and inform us of any furLher explanation staff may need to review these items. Pipe ect -IJ' box 100 vail, colorado 81657 (303) 476-5613 June 5, 1981 Duane Piper 1973 N. Frontage Rd. tlest Vai'l , Co]orado 81657 Peter Jamar Town Planner PJ:df department of community development DRB Submittal of Lot 23, Blk. 1, 6/3/8r Potato Patch Dear Duane: At the June 3 meeting of the Design Review Board, your submittal for a primary/secondary residence was given final approva'l with the following stipu'latlons: protect trees during construction' 2 to 3leve]s qf stairs can be added to terrace on east side. Approval was for a primary/secondary residence with a total GRFA of 3526 sq.ft.: 2825 sq.ft. primary and 701 sq.ft. secondary. .i 'i 6,' 'f Project Appticatio" l' Date Freedman Restdence proiect Descripl;sn; Prknary/Secondary Resldence Owner Address and Phone:Phll and Lyn Freedman 5l18l8t Proiect Name: 476-44t2 WheeLer Plper Architects Architect Address and Phone: 476-L664 Potato Patch Legal Des6ription: Lot Zoning Approved: Design Review Board ,"," ( /e/tr/ Motion by: - Seconded by: DISAPPROVALl- APPRovAL UftAilrtuPS Chief Building Qr z0l'lE clrEcK SFR, R,R Legal Owner Connents: Description:Lot d./ stoct(Fil ing Archi tect Zone District Proposed Use _Hei ght Al 'lowed lFr Setbacks:Front-Requi red 20' --pr6-posed Sides-Required 15, proposed Rear -Required 15' proposed Watercourse-required proposed GRFA: GRFA: Secondary Site Coverage: Landscaping: Park ing : Required Drive: Slope Permitted. Environmental/Hazar ds: Ava'lanche A'tlonedt4/O(.proposed Primary Allowed proposed Propose d A] ]orued - / ? .secondary proposed Al joi,red b? proposed Proposcd Slope Actual . Flood Plain Sl ope lr for P/S Z0NE DISTRTCTS -l 7n'r'i lr n .i r ft p l'o\,r-r ll,/ D i s r: 1 t ;rro,., lii Dat,:: oa uTll,IlY LOCATION VliRllr l(l^'t'toN suBDlvlst0N F IL ING JOB NAI'{E Lor ?- ADDRESS The location of utilities, whether theylines, mrst be approvecl and verified by acconpanying site plan. be rnain trunk the following lines or proposedutilities for the Mountain Bell, Western Slope Gas Public Service Conpany Holy Cross Electric Assoc. Vail Cable T.V. Upper Eagle Val ley Water and Sanitation District Datew) J 2<-// ry'f+/LU NOTE: These verifications do not relieve thc contractor of his responsibility to obtain a street cut per.mit from the Town of Vail, Departnent of Publ.ic hlorks and to obtain utility locations before digging in any public right- of-way or easement in the Tovm of Vaj.l. ,(-3o+l \5 rrt'\i$ DI rv/Frftp .c\ Q&" .J' \\N 7.:r- ENGINEERING CHECK LIST Subdivision Lot B'lock Fi'l i ng r\ Itoz*zo f+r<- uz< I . Submi tta'l I tems (Not Acceptable)(Acceptabl e) /-.(A) Topo Map (B) Sjte Plan(c) utitity Plan (D) Title Report (E) Subdivjsion Agreement 2..@ (A) Culvert Size NL (B) Dri vervay GradElS% Edxf 3. Source of Utilities t/(if applicable) : TcTlarl- _Zz- - C. t (A) Electric (B) Gas (C) Sewer (D) Water (E) Telephone(F) r.v. 4. Conmenls : Approved: Di sapproved: ,lun€ -+/ZeL- E ' '' fri,iil3;iff';loo ..Clr..rcAi LA,rr, .r,.r A..o.Arroi o.*.ril,.r-'o", SCADDULE A AmouutofIncuranccE 87,O0O.00 Drtcorporicy f;i"i:r: 7, LeTt tJ% Iil.\ l. Nrno of Inrurcd; PIII&IP FREEDIIA}I and CAROLYTf GI,lllN fREDD!.IA}I g ft3 G3utc.or iatcrcrt ia rhc trld dcrcribod Lcrcir ud rhich ir covcrcd by tbir policy tr: IN FIE SIIIPLE 3. Tbe ortare or interest referred to herein ie ot Drtc ol policy vosted in: PHrrJrP FREEDT{AN and cARoLyN cLrNN 'REED'aN, in joint tenancy l- tato lAXEtaDto io.r?.7ot PoUcyNo. 4101672 SLcot I of 3 .,(\ sl), "c- .- .$F' ' t#3;tiffiir" t^r.',. r. Lfn! ''rrs accrarrox -*(* r'o rax.,{Dro ro.r7.?o) . ntr Ut3tltx @Loi D(t ttclora arLlCAX L |la tTtlr Aaa?Cl^llofr O[t{lr'a tr*lCr-troiX t-rtta (AIlarDaO lQrl7.7ol SCEDDULE A-Continucd Thc lehd nforrcd t i! thi. policy ir ritnrrcd ia tlo Srrrc ol Colonilq C.ouary ol lagle r ard b dcrrilrcd er followr: LAT 23,tlocK I, VArL/POTATO PATCH, according to thc rccordcd plat thcrcof rcr ur: irri ;;;"-J.il ArrrEirc^r. r-exc nrlr A.rr.rcrarr.* .ot.t rrro (Afl:NaED ro.rr.ro,tltt ua: wlrH Golor^oo aFo,ora Alt:itgltt LAxrtr"r: AorocrllroN owxEi.a foltsy-Foir r-rttrD (AS:NDED-rg.rr.7o) ICEDDULE B Thir Policy doo. not inrurc egeinrt lan or dmrgc by rcrmo of thc foltorriry: L Rishtr or claitnr of particr in posrc*ion not ehowa by the pubric rccordr. a Elcncatr, or clairnt of enrcncntg not rhown by.tho public rccorrL. t' DilclcP'lcicq conficrg. in boundory linbq ehortogo in etcr, cncroachrnenu, rad rny frctr which a cor.ruct mrYcy end iupcction of the prernircr woutd Jircloec ud which erc aot rLowa by thc p"iii" -*"a.A Aay licnt or ritht to e licn, fotrcrviccl trbcr, or rnetcrid hcr.ctoforc or hcrceftcr {urnielrd, inrporerl bylrr ud aot rLown by thc public recordr. 5' Tarea due snd payable; and any tex, epccid el.errlrctrtr, clrargc or licn inporcd for wetcr or 6cwcr|.rvie'orforrntothctrpccidrexingdirrricr. Taxcr for fhe t;;-i5ti--niif vEt-hiieor payablc. 6. Right- of the Proprietor of a vcin or lodc to cxtract rnd rcnovc hirolc thcrcfrom, should. thc rarur bc found to pcnetratc or.intcrscct,thc premises hereby grantcd, and right oc wiy- tor d,itchcs or canalsconstructed by the authority of the united slates, as reserved inuntted states patents recorded Ltlay 2, 1904 in Book 4g at page 503,and rccorded July 15, 1939 in sooi( ti: at page 612 ?. Restrictions, which do not contain a forfeiture or rcverter clause,but omitting restrictions, if any, based on race, color, i-rijiorr,'oa nrtional origin' at contalncd-in instrumcnt recorded March 5, Lg74I'n look 233 at Page G28, er e,ncndcd scptcnbat 24, 1925 in look 241et lagc 950. 8. utirity and drainagc easements as shown on the plat of vair,/potatoFatch, recorded March 5, L974 in Book 233 at page 629, anrl asregerved in instrument record,ed, Irtarch 5, l9?4 in nook 233 at page 628. Proj cct DRB SU9MITTAL CIIECK IISI Nanc Checked Date by NEII CONSTRUCTION 7. 8. 9. Stamped topographic nap (2 copies Site plan shoring utilities (2copies) Utility location verification . Prelininary title report (l copy) 'Landscape Plan (2 coPies) Architectural Plans (2 coPies) (al1 floors and aLl elevations) Materials list (1 set) Color SanPles (1 set) Subdivision agreexoents appl icable) --= (if I.{INOR ALTEMTIONS TO TTIE EXTERIOR OF BUILDINGS 1. Photo or sketch shorcing alterations (2 coPies) 2. Site Plan (2 coPies) 3. 'ltaterial specifications (2 sets) ' 4. Color sanPles (2 sets) 5. Lettet of approval fron condo assoc'' (if aPPlicablc) ADDITIONS - RES.I.DENTIAL OR COI'II"|ERCIAL l. Stanl:ed toPograPhic survey 2.. Original floor Plan (2 coPics) 3. Ncw floor Plan (2 coPies) 4. Site Plan (2 copjcs) 5. Elcvations (2 coPi.es) 6. Photos of cxisting structurc (l sct) 7. ttetcrial spccifications (l sct) 8. Color sanrylcs (l sct) $A'{ t I RISS NAI,G OF PRO'ECT DBSCRIFTION OF PRq'ECT ST OT MATI]RIALS IEGAL DEscRrPTroN: LorLq stocK-l- lhe folloring information is Board before a final approval A. SUILDING MATERIALS Roof Stding Other f,all Materials Frscia Soffits Itindows l{indow Trin Iloors tloor Trin Hand or Deck Rails Flues Flashings Chinneys Trash Enclosures Greenhouses Othcr PIANT MATERIALS (Vegetative, Landscaping Botanical Nane B. required for subnittal by the applicant to the Design Revier can be given; lYpe of l,latgrial Color li{aterials including Trees, Shrubs, Colyton. Name $fgtiy and Ground Covcr) ffi t.. ,l- Size E l't* -h.g"tz[ll'lr, I bar,cso ,il8Q l. Utum- SFlrde + -M'tfq( llr.tt.oAt-, crt'dT}.* 5 boq-I 6 qlur{, *J - t *utu !L -FFf- rt BEST IMAGE POSSIBLE I ::l :.,,.r!.. \o 1 n/, oFj.l i. 'l rrrs f)rlp, nra. rr,, r. t5,t -- vnIl, \" or !'. rirr Fn. -d J,rs; .,!Ia r:, :,':. ,.. 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N'tr+ I -erd,.! nturd-r, Fru. q,. rr,: pR,... -. riabr, tid., i.t tll .l^!r & d r.,n'h..!.{:.tr!.rIr'l'roatt.ti6r,rr.,o{.;, -C ro td .boi b.Zi!.d rF: $t ;t\ ,. rrDllt?Dn! r rr .D9rr 1.6. TO SltE ll{D T(, B(rlt, . s L.E:h Jrjp tlr .r " .: M{i . *r t-a. ,.f r -r . -'d r.r y al t5. Inrr.t ,l a ,.rnrdir!.:r1..?..- adt [o r+: ,i,' l) (", -n. \. ' sr*-rllriri r":.r.n l 'l'.lallrrjiorii+-:,-r . .Fll!.,:,,,h.tts,.., lr., .- lS,ryl:, .-: lett:a_r? <. 'r, v ,.1,r )c ,: ,_ . *,/ "+'-L -r7 i"r1l :=_+4ryi4_ WANRAIIY DEED 'TA|C RETUR.. ; '*fNHg'i"nl H|loo uesztftn Us b0roD-::ffi;iffi=+ t& --Ir .i dlr tr..tt I-.- a,trt -*,JLp_W CN O C) '= L O n ()o o- \- C) O O -C77 Co o? oI I Re: Freednan DtrPf,exg 781 PoLato Patch Dr. i vall, coloradoI 0 :. steve: -t Ttrls ls confimatlon of our conversatlon in T.O.V. ' offLces on SePtember 15, 1981. A ooov September t7 t t98t N n steve Patterson, Chief rulldlng t'lftictal = Town of Vail o O Duane PlPer ol E cc3 Duddy- Vlele Constructlon, Inc. 0 Bt A Peachtree wlndows are aPProved for use to thls 5 proiect wtth addtttonal interior tempered glazing O itnrl .s per manufacturerts standard. x0 Exterlor sealed insulated gLazLtg unlt is not ! tempered but ln all cases substantial horizontal mul-lion protects as guardrail . Thls tact addresses i sectlon 54O6.(a) Exceptlon f3, U.B.C. 1979 ed. a !l 0g att 0 c o h ot DATE ,*rt"toN REQUEST TOWN OF VAIL Yr<r( hnrt F u's'. -(;u. tcl JOB NAME / /"-\, i MoN; CALLER READY FOR LOCATION: INSPECTION TUES WED THUR F t;, I Cr.r 1.t _K.'t^ BUILDING:PLUMBING: tr tr tr tr tr FOOTINGS / STEEL fI tr tr tr tr n UNDERGROUND ROUGH / D.W.V. ROUGH / WATER FOUNDATION / STEEL FRAMING INSULATION SHEETROCK GAS PIPING NAIL POOL / H. TUB n -1 ,,^Di/{,t"1 C C) tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR N FINAI ..4 n FINAI tr APPROVED . 2T DISAPPROVED SPECTION REOUIRED CORRECTIONS: 7-z z -/Z INSPECTOR '*",| ,*r#"toN REeuEsr - \-1 ,.U., o ,., ,*Dr:2i il DATE JOB NAME CALLER <-r { .i READY FOR INSPECTIoN: MoN .- rUES wED rHUR ,6) ---------------- AM, PM LocArloN: -->t-.? l),,+n-Tt'.r1tv fc-,f t lr/r-/ /h / BU ol trl trl ol Ell EI ILDING:PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. O ROUGH / WATER FOOTINGS / STEEL FOUNDATION / STEEL FRAMING NSULATION O GAS PIPING SHEETROCK NAIL C] POOL / H. TUB tr FINAL tr FINAL EL tr tr tr tr ECTRICAL: TEMP. POWER MECHANICAL: C] HEATING ROUGH tr EXHAUST HOODS - CONDUIT tr SUPPLY AIR FINAL D FINAL tr DISAPPROVED tr REINSPECTION REQUIRED ,?- rz - /zDATE INSPECTOR t INSPECTION REQUEST DATE JOB NAME CALLEF / ; f-', READY FOB INSPECTION: l0lON/ TUES WED THUR FRI - AM \PM/I | .1 \-i/- .. I nYf^ v./t- LocArroN: Ll,.'f Gv-*-'*.t I JET TOWN OF Ct.t.0 ,\:--' BUILDING:PL tr tr tr tr tr tr UMBING: tr D tr tr d/i tr FOOTINGS / STEEL UNDERGROUND ROUGH / D.W.V. ROUGH / WATER FOUNDATION / STEEL FRAMING INSULATION GAS PIPING SHEETROCK NAIL POOL / H. TUB T] FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT O SUPPLY AIR tr FI}'AL tr FINAL APPROVED T] DISAPPROVED tr REINSPECTION REQUIRED COBRECTIONS: I FDATE3 -l- o4z-INSPECTOR DATE " 1., rNstcnoN REouEsr TOWN OF VA|L rI rl- ii. , . tJOB NAME READY FOR LOCATION: INSPECTION: CALLER ,DJ 6trAPPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDEBGROUND tr ROUGH / D.W.V. tr ROUGH/WATER tr FOUNDATION / STEEL tr FRAMING - ROOF & SHEERu PLYWooD NATLTNG O GAS PIPING tr INSULATION tr SHEETROCK tr POOL/ H. TUB NAIL tr CI tr tr tr FINAL FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr tr tr SUPPLY AIR tr tr FINAL FINAL --- -, * rtg"tJ*o N, $F.-o u qp-r CALLER READY FOR LOCATION: INSPECTION:MON /)u t' TUES BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND O ROUGH / D.W.V. tr ROUGH / WATERtr FRAMING tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB n/-* /n /.z.Gt'".-r/aL tr FINAL O FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr tr tr ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr a,Ffrnt tr FINAL , /-,2-tr DISAPPROVED tr REINSPECTION REQUIRED .a CORRECTIONS: DATE INSPECTOB,, I INSPECTION REQUEST TOWN OF VAIL DATL READY FOR LOCATION: INSPECTION: oJOB NAME MON CALLER rues (@ rHun FRI -----@,, BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEE- tr UNDERGROUND tr ROUGH / D.W.V. T] ROUGH / WATERtr FRAMING tr INSULATION N SHEETROCK n tr GAS PIPING NAIL tr POOL / H. TUB n tr FINAL tr FINAL EEEY' tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CgNDUIT*/ SV|VtcL tr SUPPLY AIR n tr FINAL tr FINAL t/eepaoveo tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: I I-INSPECTORDATE I DATE READY FOR LOCATION: INSPECTION: JOB NAME CALLER MON TUES WED THUR tINSPECTION REQUEST TOWN OF VAIL .Jt I a-1 7-/'. Fat t AM :) BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND AROUGH / D.W.V.tr FOUNDATION / STEEL tr FRAMING tr.TROUGH / WATER tr INSULATION tr SHEETROCK n_ tr GAS PIPING NAIL tr POOL / H. TUB n tr FINAL O FINAL ELECTRICAL: tr TEMP. POWEB MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr_ D SUPPLY AIR n aAnt D FINAL PPROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: (.,.i INSPECTOR r r lo , oere th?ft I JoB NAMEtl BEADY FOR LOCATION: INSPECT CALLER ES WED THUR rN#cnoN REeuEsr TOWN OF VAIL ------@ PM7 BUILDING: O FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGBOUND O ROUGH / D.W.V. O ROUGH / WATEREI FRAMING . tr INSULATION tr SHEETROCK tr tr GAS PIPING NAIL tr POOL / H. TUB t-l tr FINAL tr FINAL ELECTRICAL: E[ TEMP. POWER MECHANICAL: O HEATING E ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr tr o r4o,D FINAL fr O DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: INSPECTORDATE lrrrsilcnoN REouEsr TOWN OF VAIL oo* t f'"{ JoB NAME INSPECTION:MONBEADY FOR LOCATION:,,), :"1 CALLER BUILDING: tr FOOTINGS / STEEL PLUMAING: F FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATERtr FRAMING B INSULATION T] SHEETROCK L] tr GAS PIPING NAIL tr POOL / H. TUB n tr FINAL tr FINAL ELECTRICAL:MECHANICAL: tr tr tr TI TEMP. POWER tr tr tr f'l HEATING ROUGH EXHAUST HOODS CONDUIT SUPPLY AIR o ro^(tr FINAL 4 {orr^ou=,O DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: oo* P'z4- { rNspEcro rNstctoN REQUF.STvArL * t roryN oF JOB NAME -,,.\(.r CALLER READ FO LOC toN: INSPECTION: BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V.Ar*ootoN / srEE- tr FRAMING tr INSULATIO d Roucn / wATER tr GAg PTPTNG tr SHEETROCK n NAIL D POOL / H. TUB TI tr FINAL O FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR *{,r/^,tr FINAL 4 {7Oe*oveo CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED a oor. f ' /( ''- t/ rNSPEcro 'NstctoN REQUEST VAIL ilTOWN OF (-, \ INSPECTION: JOB NAME MON CALLER TUESREADY FOR LOCATION: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH/WATERtr FRAMING n ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING POOL / H. TUB tr ROUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr APPROVED CORRECTIONS: ISAPPROVED tr REINSPECTION REOUIRED * ,*= g/lr/w JoB NAME INSPECTION:MONREADY FOR LOCATION: CALLER TUES WED THUR FRI PMAM BUILDING: tr FOOTINGS / STEEL tr FOUNDATION / STEEL tr ROUGH / D.W.V. - n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING tr INSULATION POOL / H. TUB tr TEMP. POWER tr SUPPLY AIR DISAPPROVEDtr APPROVED CORREGTIONS: REINSPECTION REQUIRED rr.rsillc'oN TOWN OF REOUESTvAtL I DATE READY FOR LOGATION: JOB NAME CALLER INSPECTIoN: 6D- trtt wED rHUl- tn1, .-u a 'll a --*v PM U^-f A - +r q 1-t+." -+c., -i* i ,{i-- t )l" , ' BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / O.W.V.tr FOUNDATION / STEEL tr FRAMING tr tr tr tr ROUGH / WATER n ROOF & SHEER" PLYWOOD NAILING GAS PIPING tr INSULATION tr SHEETROCK POOL / H. TUB NAIL r:{- Z,r-,-'s ir.,.*-jat. ,/ A.'u^,.,1e t9_--, n tr FINAL tr FINAL ELEGTRICAL: tr TEMP. POWER MEGHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT FI tr SUPPLY AIR tr tr FDfAL tr FINAL '/jpfisvs,tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: INSPECTORDATE5- 3 -/z- 'N rroNi:' TOWN OF ^ .'.tr, REQUEST VAIL t DATE READY FOR LOGATION: JOB NAME CALLER WED THUR FRI i?.t, ','l SPECTION:/ .5 -. MON T,Ut/'../'_' tr DISAPPROVED tr FOUNDATION / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr FRAMING n ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING tr INSULATION tr SHEETROCK tr POOL/ H. TUB tr HEATING tr CONDUIT tr SUPPLY AIR tr REINSPECTION REQUIRED CORRECTIONS: 7..-/ :/' -,>. ",-4_- ,,INSPECTORDATE1./-/tt - lL. ,(, . "r .:_ :r. t. .rr -ECTI I JOB NAME ON REQUEST DATE READY FOR LOCATION: AMO BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATERtr tr tr E FRAMING INSULATION SHEETROCK tr GAS PIPING NAIL tr POOL / H. TUB n 6sgr frr,i Ae trFrNAL\/ ELECTRIGAL: tr TEMP. POWER MECHANICAL: tr HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT n tr SUPPLY AIR n tr FJNAL tr FINAL VED tr DISAPPBOVED D REINSPECTION REQUIRED CORRECTIONS: TNSPECTOR /-----E\_ -._ :-..,:.t3DATE-? * 24!- i" .--n-; l rNsilctoN TOWN OF $F9uEFr DATE )-- t1ft- |aJOB NAME _ l 4l'a-Azj+ 0 n CALLER@READY FOR LOCATION: INSPECTION:MON WED THUR FRI AM -+-.ttt BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING tr INSULATION - U SHEETROCK NAIL tr(4 tr GAS PIPING D POOL / H. TUB tt O-+.. .(.*-- tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: O HEATING tr ROUGH tr tr EXHAUST HOODS D CONDUIT SUPPLY AIR tr FI,D'AL tr FINAL '6PPRovED tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: INSPECTORT t t INSPECTION REQUEST DATE JOB NAME TOWN OF VAIL READY FOR LOCATION: INSPECTION:THUR FRI PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr FOUNDATION / STEEL tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATERtr FRAMING tr INSULATION tr GAS PIPING flsHeernocK NArL o tr POOL / H. TUB n tr FINAL tr FINAL ELECTRICAL: O TEMP. POWER MECHANIGAL: O HEATING tr tr n ROUGH n tr n EXHAUST HOODS CONDUIT SUPPLY AIR tr FJ.IfiL tr FINAL 4 '&epq.r.,B DISAPPROVED D REINSPECTION REQUIRED CORRECTIONS: /*tqJ(-INSPECTOR ,*#"toN DATE READY FOR LOCATION: JOB NAME ..,b/'n r, INSPECTION:WED THUR FRI ,),,-1, o" /6:' REQUEST TOWN OF VAIL BUILDING: tr FOOTINGS / STEEL PLUITIBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER O FOUNDATION / STEEL tr FRAMING INSULATION tr GAS PIPING SHEETROCK NAIL - tr POOL / H. TUB tr FINAL tr FINAL ELECTRICAL: tr TEMP. POWER MECHANICAL: tr HEATING tr EXHAUST HOODS CONDUIT D SUPPLY AIR tr FINAL APPROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED DATE JOB NAME MON CALLER TUESBEADY FOR LOCATION: INSPEC BUlLDING: N FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL tr FRAMING INSULATION GAS PIPING tr SHEETROCK NAIL POOL / H. TUB D FINAL tr FINAL ELECTRICAL: D TEMP, POWER O HEATING ROUGH tr EXHAUST HOODS CONDUIT D SUPPLY AIR tr FINAL PROVED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIRED INSPECTORDATE I JOB NAMEDATE READY FOR LOCATION: CALLER TUES qrt BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. {rnevrruc B BoucH/wATER tr INSULATION tr GAS PIPING SHEETROCK NAIL B POOL/ H. TUB tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: tr HEATING tr BOUGH tr EXHAUST HOODS tr CONDUIT tr SUPPLY AIR tr FINAL VED CORRECTIONS: tr DISAPPROVED tr REINSPECTION BEQUIRED D^rE /2 - /,{'-.17 rNSPEcroR a a DATE READY FOR LOCATION: I o INSPECTION REQUEST TOWN OF VAIL JOB NAME MON CALLER INSPECTION: Z,z-Q- 4 ruEs @ BUILDING: D FOOTINGS / STEEL PLUMBING: tr UNDERGROUND tr ROUGH / D.W.V. tr ROUGH / WATER tr FOUNDATION / STEEL frnnrtrrrlc - tr INSULATION D tr tr GAS PIPING tr SHEETROCK NAIL POOL / H. TUB D tr FINAL tr FINAL ELECTRICAL: D TEMP. POWER MECHANICAL: D HEATING tr ROUGH tr EXHAUST HOODS tr CONDUIT tr_ O SUPPLY AIR T'1 tr FJf..lAL tr FINAL PROVED tr DISAPPROVED tr REINSPECTION REQUIRED CORREC DATE INSPECTOR DATE f JOB NAME IN CTION REQUEST TOWN OF VAIL ?..}f- CALLER READY FOR LOCATION: INSPECT ES Gil 1. THUR FRI ---@ PM BUILDING: tr FOOTINGS / STEEL PLUMBING: tr UNDERGBOUND tr ROUGH / D.W.V. tr ROUGH / WATER tr tr tr o E FOUNDATION / STEEL FBAMING INSULATION SHEETROCK tr GAS PIPING NAIL tr POOL / H. TUB tr FINAL tr FINAL ELECTRIGAL: tr TEMP. POWER MECHANICAL: tr HEATING/.\/ L=<'-4-t---=---fA RoucH ,t:-;t'Y'rL(/ . '-'t+^{ ? - tr EXHAUST HooDS/\ D tr tr CONDUIT tr SUPPLY AIR tr FINAL APPBOVED CORRECTIONS: tr DISAPPROVED tr BEINSPECTION REQUIRED DArE //2 - ,/ 6 - Jal rNSpEcroR DATE READY FOR LOCATION: JOB NAME MON rN#-cnoN- REouEsr cALLER S,A/*.1l\ L.wED rHUR FRr / -o" @INSPECTION:trl TOWN OF VAIL BUILDING: O FOOTINGS / STEEL PLUMBING: tr UNDERGROUND V noucn / D.w.v.tr FOUNDATION / STEEL O FRAMING tr ROUGH / WATER tr INSULATION tr GAS PIPING tr SHEETROCK NAIL tr POOL / H. TUB tr tr FINAL tr FINAL ELECTRICAL: tr TEMP, POWER MECHANICAL: tr HEATING tr ROUGH O EXHAUST HOODS D CONDUIT tr SUPPLY AIR r'l tr tr FWL tr FINAL 6pr^ouro tr DISAPPROVED tr REINSPECTION REQUIRED CORRECTIONS: DATE /z- r- 9(INSPECT -,t"r,o"REOUESTvAlL r t TOWN OF DATE READY FOR IN ECTI LOCATION: JOB NAME MO CALLER ryE9_1 7 /,,! THUR FBI AM\ BUILDING:PLUMBING: lfuruoencnouruo./l D BOUGH / D.W.V. tr ROUGH / WATER FOOTINGS / STEEL FOUNDATION / STEEL FRAMING tr GAS PIPING NAIL POOL / H. TUB B FINAL INSULATION SHEETROCK--/-',, !|1..1 t.i ELECTRICAL: O TEMP. POWER MECHANICAL: N HEATING ROUGH tr EXHAUST HOODS CONDUIT tr SUPPLY AIR tr FINAL VED CORRECTIONS: tr DISAPPROVED tr REINSPECTION REQUIREO ,^r. 7 Z?'-':ff lNSPEcroR \ ! '-.'/.. CN _c. O - C) c_o i c)c C) -C77 Io or o g A ooov N!oF o 0 EILI 0 0 -it oflFo x 0! ttI 0! !l 0g ooItll E 0g ! aJL 0 C o N oF Auglsg Z6t L987 Ste"se PatEerson Chlef Bullding Inspectlon Offl-cial- Torsn of Val1 Re: Freedman Resldence Lot 23 Potato Patch Subdlvlsion Val1, Colorado Steve: Deeper stratas of proper soll bearing pressures has necessltated Lncreased wall helghts ln locatlons of east and north garage walls. Enclosed drawing shorvs design of these atypi-cal conditions. A11 other walls are as per detall 2lE of archltectural drawlngs on flle ln your offlce. Inc.cc: Duddy-Vte e Construction, aa 1*+l lo1r-aFf,t', I 4t'*l+ 6 't{o.. ffi 1447,dGrfi, ,*frfl€.A{- n 'Wt 4 s*oFluA iI.-$i f n r$t 0-l il il tl i!iitl -+o::l' -. i ? - t*r{u qvf- -+ r)uW$- f, - - - Ho te1ryL> it*frp l1-,:+ o|'fu>f>e t+ co4['Efe- R. DUANE PIPEFI 'i , C-1953 i. l;ffi 6-12 0 -$,1 oE\llNrrvc.I ! , $ \!a\\re\R\\\lss\N9D Manufacturers of prefabricatod fireplaces and home heating appliances April 1, 1982 Whee ler'Piper Archi-te cts 1973 N. Frontage Road !J. Vail, CO 8L657 Attn: Duane Piper Dear DuaDe: Please reference your receDt letter of Mar ch 24, L982 and the attached drawing. After reviewing the dranring you had submitted and consultlng with our Engineeri.ng Department Preway Inc. endorses the positioning of the mantle with rel-at.ionship to the fireplace provided the dinensions as established ln your drawing are adhered to. I hope this information is of assistance to you and should you have any questions as pertaining to the above I hope you will not hesitate to contact us. Sincerely, Thomas W. Cus TI{B: Ii cc: C. Grieves F. Faehl-ing ).9/Relatfons Manager AREA CODE 715-423-11001430 SECOND STREET NORTH,wtscoNstN RAPIDS, Wl 54494, L cr+(#r/\ vi'a t^4*\t(1..., f\oss F6ef 4att fw*1 *l C/-^tA P66F=S ano tr-gffirJr- Q 1!il"1! ?i#,.J t] NnoFo 0FOiuUJifIo ltlI 0 o I i2;olrlhr0EI!5f0E ltl 0[00 _4. Opr /\\lnY\ C)o--A \/ L_ C) C) O _C77 FREEDIIAN781 potato YAiT proiect no. RESIDEilCE patch drive colotado " 8t6l GENERAL CONDITIONS ' The rrGeneral Condlt,lons of the ContracE for Const,ructLonrrlA.I.A. Docunent A2Ol , thlrteenth edttlon, August L976, Articles 1-14 lncluslve, ls part of thls Contract. A copy of these General Condl.tions may be examlned at the offlce of Ehe Archltect. AGRET}IENT: The form of agreement to be esEabllshed between Owner and Contractor is negottable at this polnt. Owner and Contractorshall conclude mutually agreed points of tlme of conmencement, date of substantlal completlon, form and amount of eompensaElonto Contractor and payment schedule of sald compensatl-on. RECEIPT OF PROPOSAL: The Owner and Archltect wlll recelve and publicly open sealed proposals in accordance wlth t.he fol lowlng: Date: T\resday, June 3O, 1981 Time: 5:OO p.M. M.D.S.T. Place: Offlce of I'lheeler Plper Archl-Eects 1973 N. Frontage Rd.Vall, Colorado l{o oral or telephone proposals wll1 be consldered. PRI l-1 DIVISION ONE . GENERAL REQUIREI{ENTS: SECTION 1A - SUBT',TITTALS A}ID SUBSTITT,TIONS 1A.1 ARCHITECTS REVIE1I Approval of shop drawings and submittals by the ArchltecE orhis consultants w111 be on the basls of conformtty wlth deslgn. Qrantities and dlmensions are t,he responsibllity of the Contractor. Approval of shop drawlngs or submlttais by the irchltect or h1s consultanEs shall noE rell-eve the Contractor of responslbilityfor accuracy of such shop drawlngs. Contractor shall review and approve all shop drawings prior to submlttal Eo Archltect. LA.z REQUESTED SUBMITTALS AI{D SHOP DRAWINGS 1. Concrete Relnforcement (Contractorrs option). 2. Rails , Steel Plpeg 3. Roof System 4. Aluminum Frame SkyltghE System IA.3 PROCEDTJRE (a) ContracEor shall submit number of copies required for return plus two (2) to be retalned by ArchltecE.(b) Make all submtttals directly to Archltect. SECTION 18 - BUILDING PERMITS (a) Contractor shall procure and pay for all permits, taxes, taps and general revenue items required for consEructlon by the Town of Vail. SECTION IC - CONSTRUCTION SCHEDI.'LE (a) To assure adequate plannlng and executlon of the work and assure that work is completed wlthln the calendar days allowed in Ehe Contract, the Contractor shall establish and lssue a construction schedule to the Architect. (b) Subrntt schedule of consErucEion withln flve (5) days of signing of Contract. (c) Architect will also submit copies of schedule to Orcnersfor their approval . (d) ConEractor should make periodic review of this schedule and report to Architect and Owners for compllance. SECTION lD . TE},IPORARY FACILITIES AND CONTROLS lD.1 SCOPE (a) Temporary facilities and conErols shal1 lnclude, but not. necessarily be llmited Eo: Temporary Utllities ConsEruct.lon Headquarters at Site Sanitary Faclllty Tarpaulin Enclosures, Barrlcades Construction Fence Haul- Roads Parking T L 3 OJ 1 EC 6 of (1) (2)(3r (4) (s) (6) (7) t PROJEC816 l-? of T 1 3LD.2 UTILITIES (a) [.JaEer: - (b) (c) (d) Furnlsh and tnstall al1 necessary temporary water llnes and water supply and, upon com-pletlon of the work, remove any temporaryfacllttles. Electrlcity: (I) Furnlsh and lnst,all all necessary temporary wlrlngand, upon completlon of che work, remove all such Eemporary faciltty. (2) Furnlsh and lnstall area dlsErlbution boxes solocated thaE the lndividual Erades may use 3O m (100t maxlmum length extenslon cords Co obtaln adequaEe porder and art,lflcial lLghEtng at all polnts whererequlred for the work, for lnspection and for safety. (3) The cont,ractor w111 furnl-sh all electrlcity neededfor constructl-on, until lssue of substantial com- ple tlon. Heatlng: Provtde and malntain alI heat needed for proper conduct of all operaElons lncluded tn the work. Telephone: l'lake all necessary arrangemenEs and pay allcosts for operatlon and lnsEallaElon of Eelephone servlcc Eo the contracCorrs offlce at the stEe. (e) contractor shall be responstble for any necessary st,reeccut permlts for repair of street after completion of work. lD.3 FIELD OFFICE (a) Contractorrs fteld offlce ls aE hts option. 1D.4 ENCLOST.JRES Furnish, lnstall and marntain for t.he duratlon of consEructLorrarl required scaffolds, tarpaulins, barrLcades, canoptes, \irarnLngstgnsr steps, brtdges, platforms and oEher cemporary const,ructlon necessary -for_ proper completLon of the work tn compllance wtth allsafety and other regulat,ions. 1D.5 PROJECT SIGNS Attow no slgns or advertlslng of any ktnd on the Job siteexcept as speciflcally approved in advance by the Archltect andT.O.V. 1D.6 FENCIT{C AT THE CONSIRUCTION AREA (a) General: Furnlsh and insEall a temporary fence aroundaspen tfees (remalnlng undlsturbed) on the siEe. SECTION lE - Cl"&lttll,tc 1E.1 SCOPE construccion period, maintaln the bultdlngsstandard of cleanllness as descrlbed in thls (b) comply wlch all requrrements of a crean and orderly srt,eof T.O.V. offlclals. (a) Throughour rhe ", and siEe ln a Sectlon. PROJECT 8161 (1E.1 Contlnued) 1-3 of 3 (c) Conduct daily (or more often if requlred) lnspecElons toverify cornpltance. lE.2 GHTEML CLEAI.IING (a) Retaln all stored ltems in an orderly arrangement allowlng maxlmum access, not lmpedlng dralnage or trafflc, andprovidlng Ehe required protectlon of maEerlals. (b) At leasc once each week, and more often if necessary, com-pletely remove all scrap, debris and waste mat.erial fromjob stte. Provide adequat.e storage for all lEems awaiElng removal from the job stte, observl-ng all requiremenEs for flreprotectlon and protectlon of the ecology. (c) !{eekly, and more''bften 1f necessary, sweep all inEertor spaces clean. rrGleanrr, for the purpose of t,hls subparagrashall be lnterpreted as meaning free from dust and oEher maEerlal capable of being removed by use of reasonableeffort and handheld broom. lE.3 FINAL CLEA}IINC (a) Deflnltlon: Except as oEherwlse speclftcally provlded,rrcleanrr (for Ehe purpose of thls Article) shall be lnter- preted as meanLng the level of cleanllness generally pro- vlded by skllled cleaners uslng conrnerclal quality butldin maintenance equlpment and materials. (b) General: Prlor to complet,ton of Ehe Work, remove from thejob stte all tools, surplus maEerlals, equlpment, scrap,debrls, and waste. SECTION lF . ALLOI,JAI{CES 1F.1 DEFINITION - CASH ALLOT.JANCE (a) Include ln the base proposal, cash allowances for ltemsllsted below. The allowance Eotals shall be used forservlces, naterlals, and lnstallaElon (except as ot,her-wise noted) and be excluslve of profit, overhead andother related expenses. (b) lnclude these allowances: Item Sum $rr,Zd6.oo $ 3r5OO.OO Floor Tlletlall TlleCarpec S 4'5OO.OOLtght Flxtures (marerlal onty)g 1;5OO.OOTotlet Accessorl.es $ 5OO.0OKltchen Cablnets & VaniEles gIO,OOO.OO(lncludtng tops) Appltances $ 5,OOO.OOActlve Solar Heat System g 5rOO0.OO Hardware (knob sets only) $ LTOOO.OO PR 8 2-LpMSION TIitO - SITE I{ORK: SECTION 2A - SUBSURFACE CONDITIONS 2A.1 CENERAL (a) The orrner will retaln a solls englrreer Eo observe per-" formance in connectlon wlEh all soils functlons. (b) So1ls engineer wll1 verlfy bearlng pressures presenc,. (c) Structurar englneer has assurned bearing pressures aE slte Eo be 25OO p.s.f. for purposes of deslgn. SECTION 28 - EKCAVATING, FILLING Ar.lD GRADING 2B.L PREPAMTION (a) Remove trees to ner.r undisturbed locaE,ion on stEe. place- ment to be determlned by Ormer. (b) Osner accepEs ftnal responsibili_cy for finlsh and care of relocat.ed trees. zC.I DUST CONTROL (a) Use all means necessary to conErol dust causedtracEorrs operaEions during performance of the plantlng by Con- work. 2D.1 EXCAVATION A}ID FILL (a) correct overdepth excavation with an increase in depth ofconcrete footlng aE no extra cost to olrner. (b) Excavated maEerial Ls assurned to be earth and oEher materiEhat can be removed wtth por^rer shovel. If rock ls en-countered wtthln limtts of excavaElon, Contractor lrunedlaLnotlfies Archttect. Do not proceed further unEtl tnstrrrctions are glven and measurements made for purpose of estab-llshing volurne of rock excavaElon. Rock ls deflned as any sEone or boulder ttraE cannot, be removed by a po\^rer shovel,! cu. yd. bucket capactty, wLthout use of contlnuousdrll1lng or by exploslves. (c) rf suttable bearlng for foundations ls not encountered atdepth shown, lrnmedlately nottfy Archltect. Do not proceerlfurther unttl lnstructlons are glven and necessary measurements made for purpose of esEabltshing addlElonal volurneof excavatlon. (d) soil bearings shall be accepEable to the soils englneerprior to pracement of steel or concrete. Loose matertalls unaccepc.able as bearlng. 2D.2 T]NDERSLAB FILL (a) Backfill shall be standard 3/4t, rock road base. No organior frozen materials allowed. (b) Compact 1n 6 layers maxlmum with molsEure as requlred. No floodtng al1owed. ?D.3 EXTERIOR FILL ( ") Begi.n no fllls untll' bullding scructure has progressed to .Eh,'-lnd loads Eo be tmposed. OJECTt61 ofz PROJECTQr6r2-2 of 2 (2D.3 Continued) (b) Fill shall be excavated materlal taken from Ehe siEe, or provide new soil as regulred. (c) Backfill and rough grade with approved material free of organic material, frozen soll and debrls. (d) The compactlon equipment and methods shall be approved. 2D.4 GRADING Al{D LANDSCAPE (a) This ConEractor shall be responsible for final rough grading. Condition slight of finish grade and free of rocks and debris. (b) Under separate work and separate Contract, sha1l be top soil flne grade, sor,'and all plantings. Refer to Architectural Drawing, Sheet 1, for planting schedule. 2E.I DRAINAGE (a) Provide underdrain backfill of clean gravel or crushed sEone. (b) Perforated plastic pipe underdrain: 4r' diameter, perforated pipe flexible or_rigid approved. (c) Locate drains as shown. Plpe shall slope wlth perforations down. (d) Place underdrain backflll without compactlon over entl-re width of excavation to a depth over the pipe as shown. Cover underdrain backftll with layer of vapor barrier to retaln earth backfill. 2F.I PAVING (a) Provlde and insEall 4tr mln. sub-base of 3/4t' road base material . (b) Apply over road base, 2rr mln. Asphaltlc Concrete to flnlshgrade. Avoid low spots or pockets. Area of pavlng must draln clear. 2G.T SOILS REPORT (a) n soils report srrrunary ts lncluded herein. The full reporE ls on file at the offlce of l.lheeler Plper Architects for Contractorr s review. a ssoc ia tes. i nc. ING ENGINEERS 6(xL I rOUmAnil :|loliECitNo 5080 RD. rsa r GLENWOOO SpRttTtcS,COLORAOO SrGOt r 303/9rt$7t58 $IL AI'ID TE(I.UAjIICN I}.IVESTIGATICN PFOSFD DUPLD( LC/r 23, BLCK I RlxAlO PAI\ft, \Alf, EAd,E Ct(lnY, COIORAm Prepared For: rfiE.,R' AND PIPER, AFCHrIEIS P.O. m( 3129 VAIL, @loRAm 81657 Jdr l{o. 21 ,729 !J. ..r-J*' iUt],|D chen and CONSULT t{rrdr 23, l98l \ \i -------,ndh|LJ | ,a" r'j'ir.'!t.' 1'.f \ oolf,,usIcNs the proposed r}lplor strould be fcr,rndrxl with sprand frntirgs plaoed on tln lqrcr natural sards ard gravels. Fmlings str$td be desi.ped for a nocim,rn tnrsiyg pressure of 2500 psf with dcsign details and prcrcautions .rs digrssed belo.r. SCDPE this report pr-s€nts the r^esr.rlts of a soil and fcr.urdatiqr inrn:stigation for a prcposed duple.x to be leated qr r.ot 23, Brek l, Fotato patch s\bdivision, VaiI , Eagle County, Colora&. Suhsoil crrrditiqrs, re'srnrended t}Tn fcudation, arlqnble soil pressilres ard otlrer soiL-related dcsiqn ard cqrstmction details are discussed in the report. SI]E GNDIII(I.IS the lot frsrts cn the dcr,rnhill side of Red Sardstcn,r Road. At the tile of crrr field rrcrk tlre to't, r"as \racant and correred with gnall sage"brush ard approrcimtely 6 irrjres of srul. Scste a+st trees are leatecl rear tle road. Ttre grund $.Eface is nrcdentefy steep ard slcg-,s do*r to the scrrth an an aFproxjnEte 20 to 251 grade. Elevatiqr differential is abcut 25 to 30 feet across tJre tot. olhrerts carryiry sr:rface nrrpff exterd fr.qn urder Red sadstaE bad ant drain arcrg the rprtheast ponticr of the eite. g.tssoll, crNDrrrcNs SLrbrcil sditiqs *re investigated by o<carnlirg 2 ereloratory pits at the appro<imate raaLicrrs shom cr Figure l. Graphic logs of the eubsoil profilea are shorn on Figrure 2. Ttre pits shCI€d abort I foc,t, of topsoil cverlyirq an approxinut€ 3 to 3.5 f@t &pt-h of lcr density I -2- srndy silty clay witi casiornl grar,rel . A d:nsr: claley s.ud and gravel with sore arqular to sub-angr lar cotrbles ald lnrlders r^rts enccuntered at depth 4 fert ard octerdc<l to thc nr.rxjmrn 5:it depth, 11 fcct. S^L'.1.1- q>nsolidation test results, shcr^rn qr Figtu'e 3, i.rxlic.-ttc. Lhe uplcr fire- grai'rtrxl soil to be nrcisture sr:rrsitive ard er{hibit hirth ccnscrliclrtiur wder lurdjrq arul rrettirq. lbisture content of the' s.$soils ros discrihd as hr-'irg slightly m:ist to very nrcist with deptJr. No free Later hrrrs enco.urtera<l at tiJrp of test pit e<c.evaticr. FOLIIDAfIOI Rffi"ilENATICNS l^b understard the proposed brilding is erpected to be a 2 to 3 story rrrcd frane structure probably having a ralk-otrt q/1= bassrent. Fcun&rtion lo:dLrgs are opected to be fight. Ttre folfcrdrg design and csrstrrrstion dctails shculd be obsenred: (l) Fotings shculd be pl.ac-ed crr the natural granular sbsoil belcr tle topsoil ard upper silty clays ard desiqned for a nsxirnrm rnari:r9 pressr.Ee of 2500 psf . Urder thiE press.Ee settlsrent sttcttld bc less tj.an I irEtt total ard 3/4 indr differential across de brildirg. (2) I.'Linirtlrn f@tinq widti shctrld be taken as 16 irEtres for- r"alls .rrd 2 feel for olurrrs. (31 Ccntirucus forrdation walls sfrculd be adequat e ly reinforc'ed to span an i:ns.rpported length of at Ieast l0 feet. &rsgrent '"nl).s actirq as retainirg strir.Etrrrea slurld be desigrcd to resist an equivalutt lateral earth pressnrre of 45 psf per fot of depth. Backfill shculd Lxr grarular ard orpacted to at lqrst 90$ of starderrt Prtrtor dcnsity. The srrface sttorld be qrpped witlr an-site clays and slqr:d to drain .I"n1' fron thc stnEturc. PR 8 3-1 SECTION 3A - CAST IN PI.ACE CONCRETE 3A.I PREPARATION ' (a) The contractor shal1 cooperate with other trades tn thetnstarlation of embedded !tems, and shall verlfy locatlone;prlor to placrng concrete. Approval shall be ottainedprlor'Eo formlng openings in concrete which are not shor^rn on the structural drawlngs. 3A.2 CONCRETE MATERIALS (a) Cement: portland, ASIil Spec. Cl5O, Type I (b) The appltcable sectrons of the 'rBuildtng code Requrre-ments for Relnforced concrete* of the Amerlcan concreEeInstltute ACI-3fg-63 are lncluded as a parE of thisspeclflcation. (c) AggregaEes: ASTM C33. (d) Vlater: Clean, potable. (e) Atr Entrainment: ASTM C26O. (f) Water reducer mlxture: ASTM C494. 3A.3 REINFORCEMENT (a) Relnforcing steel shall be ASTM A6l5-Grade GO, exceptdowels whlch shall be A61S-Grad 40. (b) Welded wlre fabric shall conform to ASIM Alg5. (c) All reinforclng bars shatl be detailed, bolstered andsupporEed as per A.C.I. 3I5. (d) concret.e cover of reinforcemenc shall be as follol.rs: (1) FooEings - ltr (2) For:ned walls exposed to weather or garth: #5 or smaller - lltr #5 or larger - 2rl ( 3) slabs - 31 4tl (e) Lap spllces lri relnforclng shall be mtntrm:rn of 35 bardlameters. lrllre fabrlc must, lap one fuLl mesh at stdes ' and ends. (f) A11 corners shall be conElnuous bar rernforcernent. 3A.4 STRENGTH (a) concrete strength shall be 3ooo p.s.f. compresslve aE28 days. 3A.5 FORMS (a) constnrct forms Eo supporE concrete loads. use suitableplywood or netal forms to obtaln desired flnlsh whereconcrefe exposed. CorncleEed fozms shall be approved' prlor to concrete pl .ment. provide "pp.o.r"d'snap_tlewtth ';P'" OJECT 161 of2 PR 83-2 SECTION 38 - CONCRETE FINISHINC 38.1 MONOLITHIC FINISHES (a) Slabs, stairs and stdewalks shall have a monollthicfinish as follows: Interlor Floor Slabs..o.,.......SEeel trowel smooth Exterlor Slabs, lfalks, Stalrs and" Apron (or as noted belor^r).......Llght broom f lnlsh (b) Slabs shall be placed accuraEely to level screeds andfloated to a smooth and even surface. Fintsh surfaces wtEh rotary machlnes or hand trowel. Edges shall be rounded wlth a fl.ntshlng tool . (c) PrLor to tnstalfing ffoor coverlngs, fiII, grlnd and worl< smooth slabs shor^rlng lrregularit,les. Use approvedflllers. Except where shown otsherwise, slope slabsto floor dratns. Slabs pondi.ng wnter away from dralns stra be replaced or ftLled. (d) Saw cuts ln slabs: {,tr wlde x ltr deep placed as shown. Macuts Che day followlng placement of concrete, CuEs shalt be unltorm 1n appearance ancl stralght 3B.2 SURFAC!: TREATI'IENT (a) Floors not scheduled to receive coverlngs strall be cleaned then treaEed wlEh two applicaEions of GS-309 Cure and Seal clear liquid acrylic compound as manu-factured by trsealttEerrr W.R. Meadows, INc. Apply first coaE,inunediately afEer completion of concrete finlsh; second coaE in preparatton of final acceptance of butldinp OJECT161ofz __- l{r' PROJECT8161 DIVISION FOIJR - },IASONRY: 4- L Of 1 SECTION 4A - MATERIALS 4A.1 REINFOROT{ENT AttD AI|CHORS (a) Standard wall relnforcements: truss-Eype deslgn manufactured by rfDur-O-l|all.rr A11 riracerlal galvanized. (b) Anchors: Miscellaneous anchors manufactured by Hohmann and Barnard. SECTION 48 - INSTALTATION 4B.1 CONCRETE BLOCK (a) LIse nrnnl-ng bond. (b) Slight concave Eool to Jolnts. (c) A11 jotnts shall be unlform, level, plunb and completelyfull of mortar. (d) Take care not, to harm adJacenE maEerlals. (e) Flnlshed surfaces shall be neat,, unlform, free of surfacemortar, holes, cracks or chlpped corners. o PROJECT 8161 DIVISION FIVE - METALS: 5- 1 of 1 SECTION 5A - METALS 5A.1 DESIGN (a) A11 structural steel shall conform to ASTM A36 exceptplpe cohnns whlch shalL conform to AST}1 A53. 5A,2 STUEL SPIRAL STAIR (a) Materlal: Arrertcan Ornarnental rAmerlcanar modeL #54,dla. 5r-4rr. Dlstance from deck to grade shall be lllil.Ballusters: stralght. (b) Prlrne flntsh, ready for fteld patnt. 5A.3 GUARDRAILS AIID IIANDRAILS (a) Ral1 cubtng eha1l #2,, o.O. sreel. (b) Provlde for surface fl-ange plates. (c) A11 weLds shall be ground smoorh. (d) Flnish: Prlmer palnt, ready for fleld finlsh coats. PROJECT816r6-1 of 1DIVISION SIX - C.ARPENTRY: SECTION 5A . ROUGH CARPENTRY 6A.1 PRODUCT (a) Wood grade shall be Douglas Flr-Larch, No. 2 or bet.ter. Studs may be Hem Fl.r, constructlon. 6A.2 FRAI"TING (a) Franlng shall meet, all standards of Unlform Buildi_ng Code for fasEenlng and nalltng. (b) Provlde wood and/or metal scaffold as reguired Eo complete work. (c) Permanent wall brace shall be wtth groove-cype dlagonatmetal strapplng. use slmpson anchois and biackets asrequLred. SECTION 68 - FINISH CARPENTRY (a) InEerior wood trlm shall be red oak to be ftnlshed. (b) Plprood to be wrapped or totally concealed shall beC-D flr ply^rood. All other shalt be A-B. 68.2 IDRK (a) Install flntsh hardware. (b) InsEall wood doors. (c) Set counters and cablnet mlllwork. (d) [v11 scellaneous wood trlm. 68.3 KITCHEN & BATH CABINETS (a) A11 ktEchen and bath cabtnets, tncluding Eops, are byallowance. 68.4 ARCHITECTI.'RAL STAIR (a) Materlal: Sratr to room p-3O5 & p-20g shall beas detal.led on archltectural drawlngs. Ralllng shallbe Coffman #C6O1O complete wLth rlght and left turnouts #C7O4O and #C7045. Materlal of rail: red oak. Balusters shall be style #C5OIO ln wood to be palnted.Include accessory ltem for 9O turn of staLr rall tobalcony ratl of Coats p-3O4. PROJEC 8161DMSION SEVEN - THERMAL & MOISTURE PROTECTION 7- | of 1 SECTION 7A - DAMPPROOFING 7A. T TOUNDATION IJALLS (a) Apply dampproofing to exterlor face of walls thaE sepa-rate habltable rooms from exterlor grade. (b) Dampprooftng: Cold asphalE in roll on appllcaEion. Allow 48 hours dry tlme. 7B ROOFING dt' 78.1 MN4BRAT.ICE ROOF (a) l'latertal: CRI.,I cold appllcation roof system by Grace. (b) Appllcatlon: as per manufacEurerrs recommendaEion. (c) Surface flnLsh: Area ln front of solar collectors : stlver-gray coaEtng. A11 other areas = tan gravel . 7r.2 METAL ROOF (a) Materlal: A.E.P. 24 Ga. pre-ftnlshed metal rooflng materlal . (b) Provide all necessary accessory trirns for weather t.ight performance. (c) Scandlng seam shall be l!il to l 3/4" helghr. 7C INS|.JI^ATION 7C.L BIANKET INSUI.ATION (a) BlankeE lnsulaEion: Kraft-face glass fiber ss manu-factured by Johns-Manvllle. 7C,2 RTCID INSTJLATION BOARD (a) Material: Styrofoam lrt T.G. board tn 2r width. 7D CALKING 7D.1 PRODUCT ' (a) Exterlor calktng: one part, polysulfl-de base, slmthetlc rubber sealanE rrsynthacalk GG-gfr as manufactured by pecora Chemlcal Corp. (b) Intertor calklng: one-part acrylic laEex ilAC-2Orr asmanufactured by Pecora Chemi.cal Corp. (c) Color to be selected later. 7D.2 APPLICATION (a) Appltcatton to only clean, clry and prlmed (lf requtred)joints, leave bead unlform slze and smooth. / PROJECT8161 DIVISION 8 - DOORS. WINMWS. GI.ASS AND HARUi'ARE 8' I Of I' SECTION 8A - ALTJMINI.JM SIffLIGHT FRAME (a) Alunrin.rm frame system Ls Cronco-liEe CTS wall syscem as manufactured by Cronstroms Manufacturlng, Inc., hZZs Hlawatha Ave. South, Minneapolis, Minnesota. (b) Furnish rnatelrals, tncludlng break metal , anchors,glazing beads and Eapes, slltcone calklng arrd awnlng hardware and screens. (c) Fintsh shall be dark bronze. (d) Mulllon shall be #1567 gutter and #1568 face for 1,' glaztng. (e) Perlmeter shall be #1527 gutter and 1528 face for lilglazing. SECTION 88 - PASSAGE AI,ID I{ARDROBE DOORS 8B.1 INTERIOR trOOD DOORS, TYPE rrArr. (a) rnterlor solid core wood doors shall be palne rotarv cuEred oak. Edges to be oak finish. (b) Flush style. 88.2 ENTRY DOORS, T!?E ''Crr (a) Vertical grain hem-fir rail s and styles. t" lnsulat,longlazlng, Eempered insert,. 8B.3 ENTRY DOOR, NO. t (a) Door Eo be furnished by owner. (b) rnsEallatton shall be by G.c. Hardware must be presentedto G.C. ln funct.lonal order. 88.4 POCKET DOOR (a) Pocket door hardware klEs shall be Unlversal #73O ad-justable tncludtng edge pulI. (b) Doors in pocket kits shall be same as noLed ln 8B.lexcept hollow core. 88.5 BI-FOLD DOORS, T.l?E ilBrl (a) Bl-fold doors shall be Sltmfold full mlrror metal. (b) Standard hetght 6t-8il x scheduled wtdth. SECTION 8C - DOOR SCHEDTILE 8C.1 SCHEDTJLE !!4,|BER SI ZE TYPE HARU^|ARE & NOTES 1 to be determlned speclal furnlshed by owner. 2 3-O x 6-8 x | 3/4 C Entr. seE, 1)2 pr. butts, oak threshhold, weather shreep, jamb & head weaEher seal . (8C.1 contlnued) NTJMBER 3' SIZE 2-8x6-8xL3l4 PR 88-2 EC 5 of OJ 1 TI 4 4 2-8 x6-8xl-Jl4 5 2-8 x6-8xI3l4 6 2-6 x6-8xL3l4 7 z-ox6-8x13/4 8 2-6 x6-8xI3l4 9 2-O x 6-8 x 1 3/4 10 2-Ox6-8xL3l4 11 5-Ox6-8xI3l4 LZ 6-0x5-8xT3t4 13 3-O x 6-8 L4 4-O x 6-8 SdCTION 8E . T^'OOD WINDOWS 8E.I MATERIAL TYPE HARD{JARE & NOTES C EnEr. seE, lt pr. butts, oak threshhold, weather s$reep, jamb * head weather seal . D Entr. set, ll pr. buEs, arlum threshhold, weaE.her seal. One hour ratlng. D Same as f4 except door t.obesldedwlthlx6T&G cedar sidlng. A Passage set, 1! pr. butts(prlvacy seE at rms I,-lOj,P-l11, 5-306) A Privacy set, lt pr. but,ts Concealed hardware, no trlm hardboard door w/cover by others. A Pocket door klE, hollow core D Cylinder lock set w/inside thumb turn, l.! pr. butts, weather seal, alum. Ehresh-hold, siding on door exterlor. E Passage set, up-down flush bolE to LH leaf , 3 pr. but,t,s E Passage set, up-down flush bolEs to RH. leaf , 3 pr butE,s B Openlng to be cased & trim- med in oak. B Opentng Eo be cased & trinrned in oak. munEtn gla ss Carndc.. primuci v,'ood r^rindows, 8C.2 TYPES AND NOTES (a) Hardware finish shall be polished brass. (b) Knob set.s are furnLshed to G.C. by allowance. (c) Flnal keylng shall be done at time of completlon ofall work. red t"-l ,",,,JJl*tl oak L_l L_,L*l ,.,.f]uoar! I EcA (a) LJlndowc bre wl o (88.1 conttnued) [*?t3tl (b) Glazlng shall be eEandard lrr clear r.,"rrf"8t-rig. of 4 Tempered glass shall be requlred for wlndow sashes located l8t' or less above walktng area. (c) Provlde screens for all operable unlts. (d) Mark all code requtred awning wlndows wtth note for detachment of operator arm. (e) Provide Jamb extenslon for 2 x 6 wall "stud constnrctlon. Note speclal sill extensl_on of red oak by G.C. 8E.2 SCLEDT.'LELetter Catalog #A Flxed Trap B 4319-11 c 4331-11_ D 4331-12 E Stock Patlo Fixed Unlt Flxed Trap Flxed Trap 43Ls-22127L5-22 43L5-12 4335 Stock PaElo Flxed tlntt 1967-3 Flxed 3519-13 Flxed Fixed 4319-12 4343143L9-LL Flxed/4319-21 Flxed 3543 / 3519-r1 Flxed Trap Flxed Trap 2359 R.O. 4-o 3/88-5 S.L. 4-o 3/8 x 2-L 318 4-o 3/8 x 3-1 3/8 4-o 3/8 x 6-1 3/8 36x78 6-0 3/8 x 6-1 3/8 8-o 3/8 x 3-l 3/8 3-4 318 x 6-1 3/8 6-0 3/8 x 4-1 3/8 8-o 3/8 x 4-1 3/8 4-O 3/8 x 4-l 3/8 4-o 318 x 6-1 3/8 8-o 3/8 x 6-1 3/8 8-o 3/8 x 4-o 3/8 3-4 318 x 6-1 3/8 26 x 83 S.L. 38 x 12 S.L. 2-4 318 x 5-5 3/8 Note: ' ,. lndlca[es short leg of Lr' {rpezOld r,;l.ndOUr. F G H I J K L M N o P a R S T U v hr x 4-O 318 x 3r-6rr S.L. Fteld verlfy 12-O 3/8 x 8rr S.L. Fteld verlfy r3-4 3/8 x 3-5 3/8 4-0 3/8 x 3-5 3/8 4-O 3/8 x 3-5 3/E 36x92 NotesFiill-vertfy FLeld vertfy Fiel-d vertfy .) ;, Fteld verlfy Fteld verlfy PROJ818-48F SKYLIGHT 8F.1 I.,IATERIAL (a) Skyltghts shatl be petla Rolscreen Conrpany, pella,Skyltghts as manufacEured by Iowa. (b) !'rare and lnterror stop shalr be water-reperlent pre-servatlve-Ereated l{esEern pine. Exterlor surtacel shallconslst of rype 6053-T6 extruded arumrnr.rn mechanlcallybonded to wood rnterlor members. conponents shall beassernbled wLth screws and concealed corner locks. woodmenbere are nailed. Frame wldth shall be 5il (t27 nun).rnterlor stop wrll be lnerlocked wtth alumrnun trame,then gluea ana nalled to the wood trame. !'ormed alumr-num conclensatlon gutters wlll be provlded at sllls of allunlte. Slze shall be for R.O. ZZ- t, x 22 \r'. (c) Flnlsh ehall be applled to exterlor alrrrnlnurn surtacesonly and shall tnclude cleanlng, etchlng, and coatingwlth a htgh-ternperature baked icrylrc poiymer enarner.Color shall be Dark Brown. ' (d) Glass shalL be 779t, I.G. with two clear 3/16'r Eemperedllghts. Glass sharr be secured by exterlor aluninumglazing stops. (e) rndlvid'al unlte shall be furnlshed tactory assenhledwlth glazlng ancr primary tlashlng rnstalleo. Ah.unlnuncounter-flashtng cuE to size wlrl be supplLed tor fierdlnstallatlon. 8C SHOh'ER DOORS 8G.1 MATERIAL (a) shower doors shall be by KI"nkead co. rvlsta Gllde series,,36"-#1601 -36c48'!-#1451 -48c (b) Fint sh shall be smooth gold. (c) Glazlng shall be tempered, horizontal strlpe Ln brownclnt. 8H GREU}IHOUSE GI.AZING 8H.1 MAI'ERIAL (a) Glass on sloped areas shall be lrllamtnated pane on Lnterlor and t[exterlor and trf air space. lnsulatlng wlth Z0 Eempered pane on ECT51of4 (o) Glass on vertlcal surtace above code requlred hel.ghLrnay be l? tnsulating fn tloat lnterior & exterlor. (c) Vertlcat glass below code requlred height shall be lrllnsuratlng glass ot t' cempeied interr6r and exteriorpanes wlth #r alr space. PRO819-1DIVISION 9 - FINISHES SECTION 9A - GYPSIJI,T BOARD 9A.1 MATERIAL & USE (a) Refer to flnlsh schedule for locatlon and type and thlckness of gypsr-rn board. (b) Use metal trlm to termlnated edges that are noE trlnrned ln woocl. JECT 6lof2 (c) Use lengths as l-ong (o) See fln{sh schedule SECTION 98 - rI.oOR COVERINGS 98.1 MATERIAL as pract,lcal to rnlnimlze jolnt,s. for area wlthout base. (a) olmer, shall select all tloor coverlngs. These itemsshall be constdered an allowance to this contract. SECTION 9C . rAIN'I'ING 9C.1 cEl.lERAL REQJIREMENTS (a) Palnt or sEatn and finish all interlor anct exterlor unflnlshed steel , galv. metal , wood anct drylall. (o) i'lnlsh alt mtllwork. Include ln tlnlsh all flne sandlng ancl easlng corners. (c) Do not palnt any flnlshed hardware, t.D. plates, codelabels, etc. 9C.2 IJORKMANSHIP (a) A11 palnt maEerlals shall be ln orlgtnal contalners and applled as per manufacEurers recommencl,at.ions, (b) Store alt paints and tlnlshes ln one space on theproJect. Avold palnt darnage to floors and other surtaces. (c) Acceptance or reJectlon dependent upon Ehe lack 9c.3 SUn.IITTALS (a) lflEhln L5 days of awardot palnts and tlnlshee (b) Archltect sha1l selecEpatnterrs subnlEtals. to hrork shail ln no way be ot skLll of the palnter. of Contract, subrnlt manufacturer lnEended tor use. colors and glosses from 9C.4 5CHEDTJLE (a) Gypaum board: (2) coats latex palnt. requlred for lack of coverage. (b) nardrpood mlllwork: (1) coat of sandlng Extra coaEs sealer.(1) coat satl-n varnlsh. (c) Galv. lletal: (1) coaE zlnc chromate prlmer.(2) coats seml-gloss alkycl enanel . ,tt Iv I (9C.4 conttmred) PROJECT81619-2 of 2 (d) Exterlor and lntcrlor atdlng: (l) coat Olynplc rcml-trenrparent rtatn. (e) MLsc. Interlor Plne Trlns (2) coate seld.-glocsalkyO cnercl. (f) 9IP.o boatd/wallFpcrs (l) coar latex prtnt.(l) coat clzfng. (g) Prl"n d etcel: (2) coats scni-gloss alkyd enrnel. (h) Imlneted lnterLor beanr: sane a6 hardrcod. (1) PortLand cement parglng: (2) coats ""r1-gloce elkyd6nt&el . PR 8 15- OJtsC'Tr61lofz DIVISION 15 - PLWBING Ar.ID HVAC SEC'IION 15A - PLTMBING 15A.1 SCOPE OE tmRK (a) The mechantcal contract lncrudes the turntshlng of alrlabor and materrars requlred tor a comprete ptlmutng systemas showrr on the drawlngs and herein splcttted. 15A.2 OPENTNGS, SLEEVES AND CHASES (a) The general contractor wlll leave such openings andchases l-n new construct.lon for pipes, ducts, anclequlpment as may be necessary or directed Oy the Archi_tect to faclrltate the work of the plumblng concractorand retinlsh around same; provrded, however, Ehat theplunbtng contractor rs on t-ne ioo tn due ttmi co properlyadvise as to locacion ano srzes of such openlngs anclchases. 15A.3 ETCAVATI.ON,'TRENCIIUS AND BACKFTLLING (a) Thls contractor shall do all excavatlng and backfilllngnecessary t.o comprete work under thls conEract. Trenchesclose to walls and colunns of Ehe b'tldlng sharl not beexcavated wlthout prlor consenE of the Arihttect. Thebottoms of trenches shall be tarnped hard and graded tosecure the requlred fall before laying pipe. (b) This contractor shall hand backtlll and tamp dry earthlnto place at sldes ot plpes leavlng Cops and 3ofntsexposed. yllll pipe runs have been tesceb and aiproved.A11 backtlll shall be thoroughly settle and reveteo.Backftll under srdewalks and-road surfaces shal1 becompacted in not more than 6-inch layers. 15A.4 CODES AND PERMITS (a) Thts contraccor shalr obtarn and pay for alr permitsrequlred by thls contract. (o) Alt work under thts contract shall comply wrth arrappllcable codes and ordlnances. r5A.5 SERVICES (a) Sewer servl.ce: provide seerer servlce rine to T.o.v.sewer llne, cornplylng with all local requl.rements andpay all tees lncurred. (b) tdater Servl-ce: provlde 1rr water llne ot Type K sottcopper Eo street. Th{s contractor shall tap to rmrntclpalmaln and rrrn to curb valve box. Plunblng contractor shall valve to 2 servl_ces of 3/4r'rlne at curb box. provr-de 2 >16r'. meEers wrth remoteread out,s. LocaElon of read outs sharl oe oeterrnrnedby Archlteet. Meter l-ocatron ts descretion of pr,rnber. 15A.6 pIpE SLEEVES; HANCERS AND StppoRTs (a) Pipe sleevee, hangers and supports sharr be furnrshedand set and thle contractor ,ar1- te responslble for thelrproper end permanent locatl . plpe wtfi not be permltEed?6 pa!, tL. fooi, or blaras. (r5A.6 contlnued) (b) Hangers sha1l be spacedlengths cast lron plperplastlc pipe. 15A.7 PIYE AND FITTINGS (a) TIq: t hard copper pipe wlrh swear Eype firttngs and- 50/50 solder shirr Le'useo for arl domestic ,aler plprngand aLr plplng above grade and not uncler concreEe slabson grade. (b) Type K soft copper prpe wrEh rlange rype tlEttng shallbe used for arr dornlsttc waEer prprng- Lerow grade andunder concrete slabs on grade. (c) serder llne sharl be 4' dra. p.v.G. pipe. provide cleanout as shown. I5A.6 TESTING (a) After piplng ls Ln place, tests on allnade ln the presence of the Architectrsand T.O.V. l_nspector. ]-5A.9 FLOOR DMINS AI{D HOSE BIBS (a) Floor draln shall be located ln Room p-115. (o) Drain shatl be Zurn #Z-4L5 (c) Hose blbs shall be extended shut-otf, freeze proofas shown on plans. 15.A. LO PL(MBING FIXTTJRES (a) Plunbtng contracEor shall provrde ancr rnstarl alrfrxcures noted herern. provtde shut-off valves at PROJECT 8161t5-2 of znot more than 5 feet for 5-tooto feec for copper, 4 feet for lines shall be representatLve al fLxtures. (b) Schedule ls as Lavatory: llater CloseE: Bath Tub: Kltchen Slnk: follows: ElJer O5I-3328, Donna, w/Delta qSZZ, chrome fauceE set. ElJer O81-O315, Sllefte EIJer 012-1125, Samoa casE lron,w/Delta #lb36 chrome bath valve set. ulJer 2f2-1089, Dumount,, Detta #r74chrome faucet set and one stratner basket. DtsposaL: t{aste Klng Unlversat #4OUO Llasher: No-drtp rdater anc! wasEe hook-up. Ice llaker: provlde C.W. line and valve to lce maker hoot<-up. Speclal Faucet Arttsttc Brass #34O-L Room P-2O2 Platfdtrn Ttrb EtJe. Conctnentat Eub w/OeLta platform Room P-113 mo, sec. PROJECT816116-1 of IDIVISION 16 - ELECIR,IC.AL SECTION L6A - GEI{ERAL REQIJTREX'iENTS 16A.1 SCOPE OF SIORK (a) The electrlcal conEract includes the furnlshlng of all labor, materlals, and apparatus requlred to lnstall a complete electrlcal system. NoEe that lLght flxtures are furnlshed oy allowance. (b) Refer to archltecEural drawlng sheet #15 for further notes. 16A.2 CODES AND PERMITS (a) All work under thls contract shall cornply wlth the NatlonaL Electrlc code and all other appllcable local coes and ordlnances. (b) Thls contractor shaLl obEaln and pay for all permlts reqrrlred by thls contract. 16A.3 SERVICE AI{D CIRCUITS (a) Electrlcal contractor shaLl be responstble tor stztngentry servlce di clrcults. (b) Provlde type wrltten schedule card showlng what eachclrcuit feels. Attach Eo lnslde of breaker panel door. 16A.4 TET,EPHONE SERVICE (a) ELectrlcat contractor shall recelve cable from telephone company and coordlnate lnstallatlons of cable lnelectrlc servlce trench. (b) felephone company shall rough-ln lnterLor phone outlets. 15A.5 TELEVISION SERVICE (a) Electrlctan ehall rough-ln a toEal of 4 T.V. outlets and rnnr cable to north wall of garage for future hook-up by others. (b) Outlet locatlons wtll be coordfnated wlth ohrner. chen and CONSULT associateso ING ENGINE I nc. ERS ffi torL I totmAncn ETOIIIEERITO 5m0 RD. l5a .GLENWOODSPRINGS,COLORADO 81601 o 313/*S7458 $IL AT.ID FE[DIBITICN II.IVESTIGATICN PROPOSED UJPLE( wt 23, BICK 1 P('u|Io PAf,CII, VA[, EAGLE CIINIY, @IORAM PrePared For: TTIEEtER ADID PIPER, ArcHIIETS P.O. n( 3129 \arl,, @I0RAm 81557 Jd lb. 2L,729 tlardr 23' 1981 ofFrcFs oai{vtR cotoRAoo co. o'|Aoo sPFrrrcs cot oBAoo casPfa vtYoMrr{G / satTLAx6 ClrY uTlx BEILE C GIIENIS orlusrclrs SPE SIIE GNDITTCT.IS g,B$IL @DIDTTTCIIS F€II{DACICN RrcC!!{E.tDAmClIS GRCI.AID FTrcRS UIiDBDRAIII SYSIE!,! SJFFACE DRAIIGGE MISE;IENEN'S ETqJRE 1 - ItrAEICN CF IEST PIIB ErqJFE 2 - trc, LEEE{D A}D IUES OE lESr PEIS EIGIITE 3 - SWEITGISIJDAfiICN lESt RESUT,TS TABLE ]. - gIAAru OF IAMRAIIOFCT 1EST RESTJLTS OCTSTISICNS ltre proposed duple:< shqrld be fonded with spread fotjrgs placed on the lc'rer natrrral sards ard gravels. Footjngs sttcutd be desiqred for a nrocjnnnn bearirq pressrre of 2500 psf with design details ard prnecautions as disstrssed belcn. SPE fhis repoft presents the results of a soil ard fotrxlatiqr inrrestigation for a proposed duplo< to be located cn Lot 23, Block 1, Potato Patctl Sr:bdivision, Vail, Eagle Ccunty, Colorado. Sflbsoil cqrditiqrs, resmended type fqurdat.ion, allcrmble soil press.rres and other soil-related design ard ccnstructicrn details are discussed in the reporb. SIIE OCIIDITICNS tre lot frqrts qr ttre dcrvntrill side of Red Sardstme Road' At the tine of cur field rprk the lot lAErs vacant ard orered w'ith gnall sagebrush ard apprcu<inntely 5 irdres of srqr. Scne aspen trees are located rpar tlre road. ltre grcr:nd surface is npderately steep ard slcpes dcnn to tlre scrrth cn an alplocfuiate 20 to 25t qrade. Elsratisr differential is abcut 25 to 30 feet across tlre lot. Arl\terts carrying srrface nrpff erterd frcrn urder Red Sarrlstore bad ard draia alcq the rprt}teast portncn of the site. SIBSOIL CIIDITTCNS srbsoil oqrtitisrs vere irrrresLigated by etcca\ratirg 2 erylloratory pits at the approrinate lcaticns shom q't Figure 1. Graphic logs of the stbsif profiles are strcr*n or Figure 2. llhe pits stured abcgt 1 f@t of topsoil oyertyirg an appo<irnate 3 to 3.5 f@t depth of lcnr density -2- sandy silty clay wittr casional gravel. A d€nse clayey sard and gravel witlr scre argUlar to sub-aryular o&!es ald bol}ders l€s en@ntered at depth 4 feet ard exEended to the rrE)dm.m pit depth, 11 feet. s\^Ell- onsolidation test results, sbcrfii ql't figlur.e 3, irdicate t}e upper fjre gr:ained soit to be noistur"e sensitive arIl eJdtjbit high octsolidatiqt under foadirg ard rtettirg. l,bisture cqrtent of tlre srboils r+es disribed as beirg slightly npist to very nrcist witlt depth. llo frre \€ter sas enor:ntered at tjle of test pit excavatict. FOTNDNTTCN RErcM{ENNTTCNS Ite understard the prcposed trrildiry is elgected to be a 2 to 3 story rpod frare strtrctrrre pr$abfy ha\dng a ralk-qrt tlpe basarent. Fcundation loadirqs are elpected to be Li$tt. lllre follcndrg design ard co.rstrlction details strculd be 6served: (1) Fotings shCItld be placed qr the natrr::aI g]anular sbsoil belcxp tlle tcpsoil anil upper silty clays anr designed for a narjrnn bearftg pres$rr-e of 2500 psf . Urder this pressure settlsrent sttcttld be less than 1 irdr total ard,3/4 irdr differsrtial across the bdldirtg' (2) Minimrn foortirq rsi,ctth strculd be tnl<en as 16 ijEhes for r*alls ard 2 feeL for olunns. (3) Cattirucus fcurdatisr l€lls shc rld be adequat€ly reiaforced to span an unsrppcted lengttr of at l€ast 10 fe€t.. Basgrcnt ralls actirg as retiiniltg stnEtrrres ehculd be designed to resist an equivalent lateral ear*l. pressrre of 45 psf per foot. of depth. Bacldill sttculd be granrlar ard ccnpacted to at least 90t of stardard Proctor de$ity. lEre surfae shculal be capped witl. cr-site clays arxl sloped to drajn ai,ay f rqn the stnEture. (4) (s) -3- AlI topsoil clays, distrrrbed nlaterial ard arry locat soft pekets of soil fcund at tlre base of ttre fotilg excayaticrrs shculd be rqpved arxt the e)<ca'\ratidt exterded to the lorer firn soils. A representatitre of the soils ergineer shcrrld observe the e><carration. A1I footings strould be prorrided with adequate soil depth above their bearfug elevation for f:rost protect5'on. GRCIND TIMRS s.re oFsite soils other tian tqsoil a:re suitible to support 1i9ht1y loaded flor slabs. ltre upper clays are stable at tlreir lcrr noistrrre csrtent trrt upon rretti:rg octrld settle ard cause distress to the floor slab. Tro reduce the effects of scne differential nrcvsrent, all slabs shqrld be separat€d fncnr bearirrg nErnbers with a positive elpansion joiat ard adequately reinforced. A rninjnu.un 4 inctt layer of free draiaing glavel strotrld be prs\rialed beneath slahrrgr:ade floors to distrilerte loadirs ard prorride a un-iform s.rrface for cot.crete placerrent. BacJdilt can ccnsist of ql-site soils ocnpacted to at least 90t of stardard Procton deJlsity at a rpi-slrue @ntent near opitun. Orersized neterjal shculd be rsrpved prior to cqpacEion. TNDERDRAIN SYS'IEI| Arthcrrgh fr.ee rater rms rrt erpcuntered in the elpJ.oratory pits at the tj;r13 of ocayatiq'r, it has been cnrr etqperi€rte in areas srdr as this tiat l@alized seps can derrclop at tjres of sea.sral nlrpff . lFrerefore, the lcrer leriel or each lelrel excavated into t}re hillside strculd be p|lotectea franr r.Ettirg by an r:nderdrain systsn. ltre ll.derdnin sttcirld csrsist of a lErforated pipe installed in a grarrel filled trendr plaoed at least 1 foot belol flor slab or crawl spa.ce gra& ard slcped to sritable cutlet. The gravel bereath tlre flor slabs shculd be connected to the tnder- drain systsn. -4- SURFre DRLII.IhGE Ttre rpper natural clays ar€ susceptible to onsolidation utrnn ctrarqes in rncistune ontent. It is irportant that good surfae drainage be maintafuEd both'd-lrfug oonstrrrcticn and for tlre life of ttle ixrildfg. the follcrring drainage detaits strctrld be obsenred: (1) Any ocisting rntr:ra1 or ntarnrade drainages sttsrld be djrectcd to flcrt aroy fncm t}te trrildirq site. (21 Scessiye r,etting on dqgirtg of tJre fcnrndatiqr er<ca\tatiqt strcrrld be avojded during cqstrustion. (3) Miscetlarecus baddill ar"ourd the stnrtr.rre stlqfld be npistered ard ccnpacted to at least 90t of stardard Proctor density. (4) the grqrrd sr:rface $rrcn:nafuq the br.r-ilding strqrld be slcped to dr:ain aroy fisn tjre structlrl€ ijl all direcLists. l{e recqmend a rniljm-m slcpe of 6 jrdres il the first 10 feet. (5) fugf domspcgts ald drains shculd aisctrarge r*11 beSpd the limits of all ba*fill. MISCEIANUXS rhis report has be€n prepar,ed in accordane witlr gererally aeeptect sil ard fondatisr enqjrEerfry pracLices in this area for use ly the client for desigr trrrgc€es. T}re conslusicrs ard reccnrendaticns sJtroitted in this rcport are based qrr the data obtaijEd frcrn tle test pits e:<cavated at tlre locaticrrs irdicated cn tlre test pit plan. lbe rEtrlre and elcent of variaticns betl'Een the test pits nay rpt bsrc erri.dent until elcarlatisr is perforrned. If , duriJq ststnEticn' soil ard gLc1;rd rater ccrrdj-ticrrs a6pear to be different frcnr tlrose dessi-bed herein, -5- t}ris offie shcufd be adrised at orpe so that reevaluatiat of t}te reomerrdatiqs rmy be nrade. Iib resnrgd qrsite cbsenraticr of erca\rations ard fcurdation bearfug strate \l a soil erginer. CHEN AND ASSTATES, rl€. seo/sr,P/jw o--AH il 484 --"-{\) \r",H 4B? ,\plrr-(x :_ S"rt e.,_ l_/! _= I t-ott Pir It 480 BI,OCK I -...----J 47.8 -?-- PLt 2 -----'--J"' I t'tanhole _.- - (7...6- \{/{ \-..\.\\\\-\- \ /-_^\.4 It\\ 1'l'lST PfTS Fie. + + \ I.OCAT I ( )r- Ol- t-l - la I I'ir-l lll.= 47b485 475 470 465 DD=87 .6 t.lC= | 5.0 DD= 107 .4 -200= 40 LL= 36 Pl= 9 F z F I-EGEND Topsoil Sand and gravel(SC-GC)clayey' s.silty, r'rith angular to sub-angular cobbles and boulders' molsE to verY molst, red-brown. Undlsturbed Hand Drive SamPle NOTES (l) Test pits r^rere excavated on 2/5/81 wirh a backhoe. l7l CLay(CL-!fl.), silty to clayey silt, sandy , (2) ( ) ulth occasional angular to sub-angular gravel 'Toderately srif f , sli"ghtly moist to moist' red- brown to brown, r/ith occasional snall roots and some clayey to silty sand lenses. (3) Elevations are aPprox imate and were taken from conEours on pLan provided. No free water rtas encountered in the tes t pits at the tlme of excavation. WC = Water Content (Z); DD = Dry Denslty (pcf); -200 - Percent Passlng No. 200 Seive; LL - Liquid Llmlt (Z); PI - Plasticlty Ind€x (Z). some dense, (4) F F I z F{ 1-2t,729 ANI) N{)TES oI t [-sT Pll'S Fig.2 heand associates, in 6.€ o I c9r oo tl e'1 6 8 10 L2 14 l6 l8 APPLIEO PRESSURE - ktt Moi3tur. Contant. 6.4 F r.{rl D.y Unil Woght ' 37 . 6 Pcf Slmpl. ot: Clavev silt Fiofi: Test pit I at 3 feet SWELL.CONSOLIDATION TEST RESUTTS F'g c\It\ (! i- t o FJfo ld tr, Ftho?u, :F a{ XE;-oottF::rI'o (ArELeO E { T ::to