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Home My WebLink AboutVAIL VILLAGE WEST FILING 1 LOT 12 LEGAL;,^-, t, ^- /, zr r- oD \y*,?f, Xlll-::ili3$'ff1fl#10 /ttr'ffiffi$nffi #-- @g DArn: zy'ar/of ffr 966l S t tfif .,E ,f . i:::::::::. :: :. ::. ::::'"ffi.ffffi ,:: ::{Hl iil;ll. llll#...., .. 06f-Buitding [ ]-plunbing [ ]-Electrical I J-Mechanlbat [ ]_other Job Nane: 4./t/^,,-uu, Legal Descriptiont Lot_:1 1 Block / -t,Job Addre"=, /7f3 .4zrar*e O< 8iling " tz-ctt<<-qS -/llAVS Address: /fr.{ aq.a.,*zrt-<t .r* .,- uL, .'.r' , [ ]-Repair [ ]-other of Accommodation Units: ****** * * *********** * * *J* * * *Town of VaiI Reg. No.-e?/S-L Tordn of Vail Req. NO.Phone Number: Reg. NO.Address: Hechanical Contractor: Address: ****** ** * *** * ** ******* * f ** * ** * *it roRBUITDING PER}'IT FEE: PLT,IIIBING PERUIT FEE: MECIIANICAIJ PERMTT FEE: EIAETRTCAL FEE: OTHER TYPE OF FEE: DRB FEE8 owners Name: @Aaqs Architect. t(tcl'l a'tto KtZtlsc*t Ph. {26 ?zzg General Description:E-sroy'.on - Work Class: [>d-New [ ]-Atteration [ ]_Additional Nunber of Drtrelling Units z / Nunber $::: :. : ii "TE; id'iii?H: : . :: : i""ff:*. l. . . l. l. ;. :: ::f : : : :; iurrorHc, 1 /?(ao EI"ECTRfCALT $OTHER: TOTAL:PLI,MBING:. T- Contfactor: A!/uBf.RI'IATION Address:Phone Number: -tlat, Electri.cal Contractor: Address: Plumbing Contractor:Town of Vail Phone Nunber: Town of Vail Phone Number: Reg. NO. oFFfCE UsE ***** * * ******* r * * * rr*********r. BUTLDING PIAN CHECK FEE: PLU!,IBING PI,AN CHECK FEE: IIECHANTCAL PIAN CHECN FEEsRECREATIoN FEE3 CI,8AN-UP DEPOSIT: BUTLDING: STGNATURE: ZONTNG: SIGNATURE: 4:-tlSCLEAf,T'P I'FOSII rENNtt'T"gs ,qf &>l72aa1p1 //*t< f,tasz O tou*nofl/Ul OFFICE COPV TOWN OFVAIL 75 South Frontage Road VaiL Colorado 81657 970-479-213V479-2139 FAX 97U479-2452 Department of Community D eve lopment Town of VaiT 75 South Frontage Road Vail, Colorado 81657(303) 479 -21-38 Plan review based on the 1991 Uniform Buildinq Code Name: THEYS/DOWNEY RES. Date: August 8, l-995 Contractor: THEYS Architect: RKD Enqineer: MCGEE Plans Examiner: CHUCK FELDMANN All electrical work is to be compleee to the requj-rements of the labest National Electrical Code.all Town of Vail Ordinances, and HoIy Cross Reguirements. This project will require a site improvenent survey.This survey shalI be submitted and staff approved.prior to a request for a frame inspecbion. Under no circumstances will a frame inspectic.rn be donewithout an approved site improvement survey. AII areas d.elineated as crawl spaces or nonhabit. basement shall have less than 5'ht. from earth t.os!ructural floor/ceiling above, be ventitated as per UBC 2515. with mininum access as per UBC 2516 and max. access of 9 sq. ft. Exterior surfaces with stucco shall be provided withexterior metal- lath as per UBC 4705 v{ith 2 layers ofpaper. Windows and doors are required to be adequately flashed(not with just screed mebal). Alath inspection is required prior stucco appl icaLion. It is recomnended that projects within the Town ofVaiI which are owner/buil-der construcLed havefoundations st.aked out by a licensed surveyor toavoid possible errors in the l"ocation of thestructure. Project Number: PR,J95-0135 Address: 1788 ALPINE DR. Occupancy: R3,M1 Type of Const: V-N {g**"uor*o TOWN OF VAIL 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-21i9 FAX 970-479-2452 Department of Comnunity Development AII new conslruction within the Town of Vail will be required to have a Public Way permib plus an inibial inspection by the T.o.V. PubIic Works Department to approve site drainage and culvert insLallation prior to any Buildinq Dept. inspections. This project is restricted from the burninq of wood i n f i rcnl ar:es - Tin'l ess the 1ot is a restricted Iot in size, three gas logs fireplaces and three gas appliances are permj-tted per unit a11owed. Gas log chimneys enclosures shall be one hr. protect.ed.. In bat.hrooms with a tub or shower and in laundry rooms a mechanical ventilation system connected directly to the outside shal-1 be provided. Bathrms which contain only a hrater cl-oset or 1av. may be ventilated with a recirculating fan. UBC l-205 (c) . Domestic cloLhes dryer exhaust ducts shall be installed as per UMC 1104 and 1903. Flexible duct connectors may not exceed. 5' in length and shal1 not be concealed within construction. Ducts sha11 berminate outsj-de the building and not exceed. 14' Iength. No donestic dishwashing machine shall be directly connected to a drainage system without the use of an approved dishwasher air-gap fitbing. UPC 508. Cross connection conCrol devices shal1 be installedto protect pollution of potable water supply by useof approved backflow prevention devices. UPC 1003. Plumbing fixtures with mechanical apparatus shal} besupplied with an access paneL for inspection andrepair of equipment. UPC 904. Domestic ranges sha11 have a vertical clearance above the cooking surface of not less than 30,' to unprot.ected combustible material . UMC L901. A chimney enclosure for a wood burninq fireplaceflue shall be protected by a one-hour fire resistiveconstruction. UBC 1706. This involves lining thej-nside of such chase wit.h 5,/8" fype X sheet.rock andfire - taping j oinLs . 10 11 t2 _t- J tP *"n"'"o '*o TOWN OF VAIL 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Community Development Approved gas logs may be installed in solid-fuel burning fireplaces provided the install-ation is accord.ing h.o the listing instructions. any damper shall be removed or permanently blocked. and a safety shutoff valve j-s provided. UMC 803. Gas fireplace appliances are required. to be installed as per listing' installation instructions with a "B" vent only. Combustion air must be supplied from the outside for aII new const.ruction in the Town of Vail. Supply a mechanicaJ. drawing indicating desigrn oE system, size (BTU and volume) of equipment. vent location and termination. and combustion air to be supplied prior bo any insLaIIation. Due to Col-orado State Statutes, all sink faucetts and shower heads are required. to utilize flow restriction devj-ces. AIso, the maximum water closetflush usage is limited to a maximum of 3.5 gallonsper f lush. The enclosed usable space und.er the stairs is requl-red to be protected by Lhr fire-resistiveconstruction. -- 3305. (f) The desig'n, construcEion, and installation ofelevators, dumbwaiters. escalators and their hoistways shal-J, be as per the requirements of UBC Ch. 51. This includes fire-resistance of enclosure & openings. hoistway ventilation. and vestibule requirements. Elevator shafts which extend through tr^'o or morefloors shall be enclosed in a shaft of one hr. fireresistive construction. Openings (doors) shal1 beprotected by a self-closing assembly with a one hr.ratj-ng. (Except d.oors to outside. ] UBC 1705 (a) (b) At eaves and valleys an adequate underlayment shal]be provided to protect a structure from ice buildup and water damage. Two layers of felt solid moppedto sheathing and between layers or a comrnercial water & ice shiel-d may be used as per Tabte 3281. ll Ib I7 18 ZL L9 20 {S *""r""rr r*ro 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Community Development Any building site with a slope greater than 30 degrees shall requj-re engrineer desig'ned drawings. Avalanche areas shal1 require such engineered drawings a1so. Drainage and strucbural integrity shal1 be addressed by such drawings. Because of this project's location, the foundation is required to be dampproofed to prevene damage to areas below finished grade. UBc 1707(d.). The atructure is required to be anchored to the foundat.aion wiL}j' L/2 inch anchor bolts. The bolls must be into bhe concrete or masonry 7 inches and spaced a maximum of 5 feet apart. See code for additional requirenents. -- Sec. 2907. (fl Include a copy of the soils report for Lhe site to be built on. -- Sec. 2905. ZJ 24 25 26 {p**urr*"* O rownofVd ()FFICECOPY 75 South Fronnge Road Vail, Colorado 81657 970-479-21sV479-213e FAX970-479-2452 Town of Vail 75 South Frontage Road Vail, Colorado 81657 (303) 479-2138 Plan analysis based on the l99l Uniform Buildine Code Department of Community Development Name: THEYS/DOWNEY RES. Date: August 8, 1995 Contractor: THEYS Architect: RKD Engineer: MCGEE Plans Examincr: CHUCK FELDMANN a complete a guide to Project Number: PRJ95-01 35 Address: 1788 ALPINE DR, Planner: Gcorge R. Occupancy: zu,Ml Type of Const: V-N NOTE:The code items listed in this report are not intended tolisting of all possible code requj-rements in the 1991 UBC. Itselected sections of the cod.e. AREA MIN.LIGHT MTN.VENT NO,EXITS EGRESS be 2 Kitchen 2 L,iving/Dining 2 }.{aster bedroom 2 Master bath 2 Hal1s, closets. etc. TOTAIJ FOR FLOOR1 Family room L Bedroom #21 Bedroom f3L Bedroom f41. Laundry room 1- Hal1s, closets. etc. TOTAL FOR FLOOR B Garage B HaI1s, closets, eEc. TOTAL FOR FLOOR BUIIJDING TOTAL r23 12.30411" 41".10205 20.50151 0.00357 0.00 L248 roo to.ouL42 L4.20125 t2.50L46 14.6033 0.00522 0. 00 113 5454 0.0073 0.00 537 2383 o. ll 20.55 r.0.30 7 .55 0.00 8.30 7.1-0 t). JU 7.30 r.b5 0.00 0.00 0.00 No No No No No Yes Yes No No No No Yes {p *""r"ruo r*u* 75 South Frontage Road Vail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Community Development FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required frorn this room. The minimum clear openable area must meebthe following. -- Sec. 1204. 1-) The minirnum clear height is 24 inches 2) The minimurn clear wi-dth is 20 inches 3) The minimum clear area is 5.7 square4) The maximum siII heiqht is 44 inches 2) The number of exits is based on Table 33-A3) A mechanical venbilation system may be used openings for ventilation. -- sec. 1205. (c) 4) The requirement for an eqress wi-ndow in the Sec. 1204. feet ( Dwel- 1ings )in in lieu of exterior basement is based on ROOM DIMENSIONS r Habitable space shall have a ceiling heiqht of not less than 7 feet 5 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet. measured to the lowest projection. If the ceilingis sloping, then the minimum heiqht is required. in only !/2 of the area. - - Sec. L2O7 . (a) Every dwelling unit shaLl- have ah leasL one room which has not less than 120 square feet of floor area. other habiLable rooms except kitctrens sha11 have an area of not less than 70 square feet. -- Sec. 1207, (b) Habitable rooms obher Ehan a kitchen shalL not be less than 7 feeL in anvdimension. -- Sec. 1,207.(c) GLAZING REQUI REMENTS I A11 glazing in hazardous Iocations is required to be of safetygl-azinq material . - - Sec. 5406. (d) 1-) GLazing in ingress and egress doors except jalousies. 2) Glazinq in fixed and slidingr panels of sliding d.oor assemblies andpanels in swingingr doors other than wardrobe doors.3) Glazing in storm d.oors,4) elazinq in all unframed. swingring doors.5) elazingr in doors and enclosures for hot tubs, whirlpools, saunas, steamrooms. bathtubs and showers. Glazing in any portion of a building wa11enclosing these compartments where the bottom exposed edge of theglazing is less than 50 inches above a standinq surface and drain inlet.5) Glazing in fixed or operable panels adjacent to a d.oor where the nearest exposed edge of the glazxinq is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edgeof the grlazing is less than 50 inches above the walking surface.?) Glazinqr in an individual fixed or operable panel, other t.han thoselocations described in items 5 and 5 above, than meets all of the f oJ-lowing conditions :A. Exposed area of an individual pane greater than 9 square Eeet.B. Exposed bottom ed.ge less than 18 inches above the f1oor.C. Exposed top edge greater than 35 inches above the floor.D. One or more walking surfaces within 36 inches horizontallv of theplane of the glazing. tP *'"*o'*"" 75 South Frontage Road Vail, Colorado 81657 970-479 -2 1 3 8/479-2 I 3 9 FAX 970-479-2452 A smoke detector is required on thearea. -- Sec. 1210. (a) 4. A smoke detector is required in the A smoke detector is required on a1l If the upper l-evel contains sleeping in the ceiling of the upper level Department of Community Development ceiling or wa11 in each sleeping basement. -- Sec. L21.0. (a) 4. stories. - - Sec. I2L0. (a) 4. room(s) , a smoke detecEor is required close to the s tai rwav. approval . and Table 37-B 8) clazing in railinqs reqardless of height above a wal-king surface. Included are structural baluster oanels and nonstructural in-fi11 panel s . See exceptions. SMOKE DETECTOR REQUIREMENTS: A smoke detector is required on the ceiling or wall at a poinc centrally located in the corridor or area giving access to each sleeping area.-- Sec. 1210. (a) 4. -- Sec. 12 10. (a) 4 Smoke detectors are required to be wired to the building's power source and shall be eguipped with a battery backup. -- Sec. 121-0. (a) 3. Detectors sha1l sound an alarm audible in all sleeping area of the dweLling in which they are located. -- Sec. 12L0. (a) 4. FIREPLACE REQUIREMENTS : FACTORY BUTLT FIREPLACE: L) Unit must be an approved unit. -- Sec. 3705. (a) 2) CLearances and hearth size must be per manufactures-- sec. 3705. (a) a (b) 3) Chimney heiqht must be per manufacturer's approval OCCUPANCY SEPARATION: Between the garage and the resid.ence, materials approved for Lhr fireconstruction are required on the garage side only and any doors between t.he g'arage and the residence are to be a self-closing L 3/8 inch sotid.core door or a 20 rninute fire door. -- Table 5-B & Sec. 503. (d) exc. #3 STAIR REQUIREMENTS: A stairway in a dwe11in9' must be at least 36 inches wide. -- Sec. 3305.(b) The maximum rise of a step is 8 inches and the roinimun run is 9 inches.-- Sec. 3306. (c) exc. #1Provide a handrair on one side a stairway 34 to 38 inches above t.he nosing ifthere is 4 or more risers. -- Sec. 3305. (i) Provide a guard rail where d.rop off is greater than 30 inches. Minimum height.= 36 inches, maximum opening size = 4 j-nches. -- Sec. 171,2. (al exc. #1The minimum headroom is 5 ft.- 8 inches. -- Sec. 3306. (o) Enclosed usable space under the staj-rs is required to be protected as requiredfor thr fire-resistive construction. -- Sec. 3305. (I) {p *'""""o'*u* 75 South Frontage Road Vail, Colorado 81657 970-479 -2 I 3 8/479-2 I 3 9 FAX 970-479-2452 Rat io r/Lso Department of Community Development SHAFT ENCI,OSURES: L) Chutes and dumbwaiCer shafts with a cross-sectional area of not more than 9 square feet nay lined on the inside with not less than 26 gage galvanized sheet metal with alI joints locklapped. The ouEside must be l- hr construction. All openings into any such enclosure sha11 be protected by not less than a self-closing solid wood door 13/8 inches thick orequivalent. -- Sec. 1705. (f) 2) Gas vents and noncombustible piping installed in wa11s passing through 3 floors or Iess do not need bo be in I hour shafts. - - Sec. l-705. (c) 3) Shafts for gas vents, factory-built chimneys. piping. or ducts that donot extend lhrough not more than 2 floors need not be in L hour shafts,-- Sec. 1706. (c) 4) All other shaf t.s are required to be enclosed. in a t hour assenbly.-- Sec. 1706. (a) CRAWLSPACE REQUIREMENTS : 1-) Provide venbilation either by mechanical means or by openings in exteriorwalIs. Opening shall provide a net area of not less than 1 square foot for each 150 square feeE of area in crawl space. Qpenings shal-l be distribut.ed on two opposite sides and be locaEed as close to corners as praclical .-- Sec. 2516. (c) 5. Note: Vent openings may be reduced to 10t of the aboveif ground surface area is covered with an approved vapor barrier and thet-,,.i 1r.i -- ^rr,l ^,1 ^ rpu.r_J-crrng or t rcrat approves. For a 8L8.0 sq.ft. crawlspace area! Minimum sq, ft, of vent 2) Provide L8-inch by 24- inch access opening to the crawl space area. Note: opening may be required. t.o be targer if mechanical equipment is locatedin the crawl space. -- Sec. 251,5. (cl 2.3) Unless the wood is listed as an approved wood of natural resislance to decay or treated wood. the minimum clearance between exposed earth andfloor joist is 18 inches, The minimum clearance to beams and g'irders isis 12 inches. -- Sec. 251,6. (c) 2. ADDITIONAIJ REQUIREMENTS :For R3 occupancy This project will require a site improvement survey. Such surveyshalf be submit.ted and approved prior to request for frameinspect.ion. Al1 crawl spaces within the Town Of Vail are limited to a earCh tostructural floor ceiling height of 5', be earth floor onty, beventilated as per UBC 2516 (C) 5 r^rit.h ninimum access as per UBC2515(C)2 and maxirnum access of 9 sq. ft. Any building site with a slope of 30 degrees or more shall require anengiineer design. Such design shalI address d.rainage. soil rebainaqeand structural desisn. {,2 ""'"""o '*o 75 South Frontage Road Yail, Colorado 81657 970-479-213V479-2139 FAX 970-479-2452 Department of Community Development Excavation below slabs on grade sha1l nob be permitted without prior approval . Address numbers sha11 be posted plainly visible and leqible from the street. For !11 occupancy Slope g'araqe floor to a11ow for d.rainage to outside to provide a floor drain with sand and oil inberceptor to dry t e11 or to selrer. Any garage floor drain connecEed. to sewer must be approved by Upper Eagle VaIley Water & Sanitation District. In qarages with f.iving area above, the wa1ls of the garage wiich arebearing the area above shalt be protected with one hour fire resistive construcbion. UBC 503 (B). {p *uo'*o t - fu4n67 A,'r' // */ L furz'lrtt{ztn-r nr r fra?44/ TfiV.f;|/IilIt'I,rJEV,I)EPT ,. .,.A ,, .-,, - ", ,,1" A*"n",Standard Features ffiarcdcapacity: TOOlbs. drcu"t,2/'- O' lmar.rraver: 5o'-0", max. travel for the Omni is 22'-3'I ilpeed:36FPM dsop.' 3 1r€rves up to 5 stops) d z-nonnmaterial and labor warranty lfiBattery oper ated, controlled safety d€scent ElTwo-speed leveling dJedpnone G/Car lighting @/Emergency lighting ly'lcsA approved microprocessor controller with taull management VHandrail dCat anOhall tixtures Z/Sub-frameldoor alignment sysr€m Pr'Vtanuat lowe ring valve dvs,'towsafety gat€ dE^"rgrn"y stop buttons in pil and on top ot car dl-o' relugaspaco braco in pit E/Heavy-d uty car lrame dgmergency stop butlon in car Ctocxea oow€r cabinsls dWiring contained in conduit Optional Features - Remols maching room:-'--' (required when piping is over 15'.0' from hoistway) I Self-supporting tower ! Key-operated hall stations,OTY- - Key-operatod car statlon I Two-piece jack unit I OtisPhonerM autodialer I Holsn'ray swing door (unlinish€d six-pan€l pine) D Hoistway door handle packag€, OTY--l Hoistway hinge set, QTY- l.2f Tank heater E Knock down cab X Hard pipe in liou of llexible hose E Local tees $ L) 2'-8" x 6'-8" x | 3/8" door lrames D g'-0" x 6'-8" x 1 3/8" door frames I z'-9" x 6'-8" x 1 3/4" door frames Ts'-0" ,6'-8" x 1 3/4" door framss ! stainless steel lixturrs - Polish€d -Z-SatinI Bronze fixtures tPolished -SatinB Plastic laminate cab intorior sel€ction L-.1 Oak cab int€rior, Minwax stain selecllon . Oak or plastic laminatg . Stainless steel or bronze tixtures . Oownlights or gold/crystal light lixluros . Base, chair and crown molding on oak panels . Front, rear, side entrances . 7-4' high car ! Regency Glassback Oak or plaslic laminato Slainless steel or bronze lixtures Downlights or goldcrystal light fixtures Bas€, chair & crown molding on oak pan€ls Fronl, rear, side enlrances 7-4' high car Side glass 4'-0' Rear glass 3 -0" Front glass 3'-0' (side enlranc6 cab only) I Omnl Ahond slate plaslic laminate Slainless stg€l f ixtures Two downlights Front entranc€ only 618' high car Ma(. rise: 22'-3' ! Signatur€ Ll Two downliohts,/' f!/Crystattgotd-plat€d light f ixture SPECIAL ITEMS %ra o?rztraa S-tll,t//,Ess .||EEL fetfr)4r;asAlll/lH Unfinish€d pansls Stainlsss stesl or bronze tixturgs One r€movable downllght Fronl, rgar, side onlrancss 7'-4" high car FLOOR MARKINGS LANOING FLOOR HEIGHTS FlJin. or mmSidsFrontRear OVENHEAD 5 4 &1 9t- Lr /2 /0,.L, G /0'- /o' PIT /2D" SECTION D tLtv ior 9rosro fiortll^Yrr|rr&tD ifi Dqtt fdf WALL WITH 2"x10' DOUBLE FRAMI WALL WITH INSERTS SECTION D ofv noi 9roi'rc ioslr^iliirtrc.! Foa ltoar r u cE rlDr ,6r&.Aior !(|lr) RIGHT HAND PLAN 2' 8" W|DE D00R RAILS WILL BE ATTACHED TOI tr BircK tr BLocK tr coNcRETE f-'l STEEL 7 wooo lilililll ililrlll ILAN_ylEV, ,t .st{r .att rr) '.1- l I I lrti 1'e i4\i\e IL \0E lt) , lllatRt lr,lSTALl llON OFlll TNSERi OCCURRTNo tN 810C1(rll! TO B€ SET IN COIJRIES0f ,rcx BY ct , co rR. PLAN SHOWING POSSIB- MACHINE ROOM LOCATIONS (usE THrs T0 SKETCH rN ptptNc ARRANGEMENT) !0ll .2;_ffi_ r,0- wrDE 00oR FR^r,rE oETAtL ENLARGED CORNER VIEW FOR SUBFRAIIT NAILINC 5LOI LOCA1IONS,t 5 a z 6 a = FRAME ELEVATION FOR SOLID WOOD DOOR: I8GA. WELDED FRAME, PREPARED FOR INTERLOCK, HINGES, & PASSAGE SET.(RIGHT XAND SHOWN') PR0JECT:-----_ HOISTWAY READY oATE:---- 0IlS CONSIRUCII0N SUPERINTEN0ENT:--PH0NE:---_--_-- T0DAY'S DATE:--_ CONTRACTORS ELEVATOR LAYOUT ust sro$ t0 ArTAcl{fRAr: t0 2't.' IOOD sllJot ll sD:s ArD re. EW OF SUBFRAME W 1-3 / 4', THTCK D00R (LEFI HANO SHOWN) i Elli,gJi,%.""". SOILS AND F'OTJNDATION INVESTIGATION F'OR PROPOSED RESIDENCES LOTS 1I AI{D 12, VAIL VILLAGE WEST FILING NO. I TOWNOX'VAIL EAGLE COI'NTY, COLORN)O PROJf,CTNO.9512 JTJIYE 19,1995 Prepared for: MR. THOM TIMYS c/o Ms. Sally Brainerd RICHAI\D KRUSENDESIGN 1000 Lionsridge Loop, Suite 3D Vail' CO E1657 P.O. Box l4!2, Avon, Colorado 81520 . (9201 827-9088 Tel . (970) 827-9089 Far TABLEOFCONTENTS EXECUTM SUMIVIARY SCOPE OF STUDY SITEDESCRIPTION PROPOSED CONSTRUCTION FIELD INVESTTGATION SUBSIJRFACE SOIL AI.ID GROUNDWATER CONDITIONS FOUNDATION RECOMMENDANONS SI.AB CONSTRUCTION RETAININGWALLS I'NDERDMIN SYSTEM SITE GRADING AND DRAINAGE L/A,WN IRRIGATION LIMITATION TIGURES LOCATIONSKETCH SUBSURFACE DOLOMTION LOGS SWELL.CONSOI.JDATION TEST RESTJLTS GRAIN SIZE DISTRIBUTION ANALYSIS I I 2 2 2 3 3 4 5 ) 6 6 7 DRAWINGNO.I FIGURENO's l-3 FIGURENO.4 FIGURENO.5.IO o ffi{ ffP )$Engineering, Inc. v.iF-r*i7tiil ta-.9 Mr- Thon Thcy< c/o |'ls. Sallv Bralnerd Rlch Krusen Deslqn 1000 Llonsrldqe LooD. Sulte 30 Vall. C0 81657 COMMENTS: TO:RE: Prof essl onal Englneerlng Servlces Lots ll & t2.vall vlllaqe tlpst Flllng No-! Tdvrn of Vail Eagle County' Colorado DATED PROJECT NO.COPIES PRINTS DESCRIPTION 6- t 9-95 9512 I Soils and, Fou4dationI tr\_tacf 1 art t' 1 .tn DATE: 6-19-1995 P.O. Box 1452, Avon, Colorado 81620 . (970) 827.9088 Tel . (970) 827-9089 Far EXECUTIVE SUMMARY The proposed residences should be supported on the undisturbed silty-gravelly SAND with cobbles and boulders, with conventional type spread footings, designed for an allowable soil bearing pressure of3, 500 psf Based on the offrcial maps for the Town of Vail the lots are classified in a geologic hazard of metastable slopes, Geologic hn-ards evaluation is outside ofour scope ofservices. SCOPE Otr'STIJDY This report presents the results ofa subsurface Soils and Foundation Investigation for the proposed residences to be constructed on Lots l1 and 12, Vail Village West Filing No. l, Town of Vail, Eagle County, Colorado. The purpose ofthe subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for foundation design, grading, and drainage from a geotechnical point ofview, Geologic hazards evaluation is outside of our scope of services. SITE DESCRIPTION The proposed building site is located on a north facing slope, on the south side ofAlpine Drive in West Vail, The topography of the site is steep, sloping in a general northerly direction, with a very steep road bank. There is an old road cut across the lots, located at approximately 60 feet south from Alpine Drive. The vegetation consisted of a pine and aspen forest with low underbrush. Drainage is to the north, toward the street. The lots are vacanl PROPOSED CONSTRUCTION Based upon information provided by Ms. Sally Brainerd, and a set of plans by Rich and Krusen Design for the They/Downey residencg dated April20, 1995, it is understood that the proposed residences will consist of a two to three story wood frame construction stepped into the hillside. The residence on lot I I will have a garage underneath the building, while the residence on lot 12 will have an attached garage. Based on the grades shown on the Site Plan Phase tr, it is understood that the maximum cuts will be concentrated near the front of the lots, and will be on the order of l3 to 14 feet. Also shown on the site plan are several levels of retaining walls, located to the east of the building on lot I I as well as between the buildings on lots I I and 12. The height of these retaining walls will range from 3 to 6 feet. Loads are anticipated to be light, typical of residential construction. If the finalized plans differ significantly from the above understanding, we should be notified to reevaluate the recommendations of this reoort. F'IELD IIYVESTIGATION The field investigation conducted on June I l, 1995, consisted ofdrilling, logging and sampling three test borings. The test boring locations are shown on Figure No. l. The drilling of the test borings was done with an all-tenain drill rig, with a 4-inch diameter continuous flight power auger. The soil profiles ofthe test borings are shown on the Subsurface Exploration Logs, Figure 3 No's l-3. Soil samples for laboratory soil analysis and observation were taken at selected intervals by advancing "Califomia" thin tube and a Strndard Split Spoon Samplers with a 140-pound hammer falling 30 inches. SUBSURFACE SOIL AND GROUNDWATER CONDITION As shown on the Subsurface Exploration Logs, Figure No's l-3, the subsurface soil conditions consisted of less than 1 foot of Topsoil, over slightly clayey, silty-gravelly SAND with cobbles and boulders. Practical drill rig refusal on boulders was encountered in all three borings at depths of20, 19, and 23 feet respectively. There was no ground water encountered in the test borings at the time of drilling, The test borings were checked again after 24 hours and after 7 days, and were found to be dry. The soil samples taken from the test borings were tested for swelUconsolidation, moisture content, unit weight, and grain size distribution. The test results are shown on Figure No's 4 to 10. FOUNDATION RECOMMENDATIONS Due to the steepness ofthe site and the steep road banks, the only area accessible for the drill rig equipment was the old road that crossed over the lots. Consequently, all three borings were located along the old road. The subsurface soil conditions encountered on the site, consisted ofless than one foot oftopsoil over slightly clayey, silty-gravelly Sand with cobbles and boulders. The silty sand exhibited low potential for hydro consolidation (additional settlement upon addition of water). The proposed residences should be supported with conventional type spread footings, designed for a maximum allowable soilbearing pressure of 3,500 psf The footings should be placed on undisturbed silty-gravelly SAND. Minimum width of 16 inches is recommended for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be well reinforced, top and bottom, to span an unsupported length ofat least l0 feet. 4 A minimum of 48 inches of backfill cover is recommended for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned to verify that the soil conditions encountered during construction are as anticipated in this report. The foundation excavation should be free from excavation spoils, fiost, organics and standing water. Any overexcavation within the proposed foundation, should be backfilled in 8 inches loose, level lifts, and compacted to a 100o/o of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D- 698). Structural fill placed under footings should be tested by the engineer or her representatives on regular basis. SLAB CONSTRUCTION The natural on-site soils, exclusive of topsoil, organics, and fill, are suitable to support lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade construction should be proofcompacted to detect and remove soft spots. Overexcavated soft spots and other underslab fill should be constructed with the on-site soil or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). Suitable materia[ should be fiee from topsoil, organics and rock fragments greater than 3 inches. The concrete slab should be constructed over a 4-inch layer ofclean gravel consisting of-3i4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. The concrete slab-on-grade should be reinforced and controljoints scored in accordance with the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETNNING WALLS The foundation walls retaining earth at each step of the foundation and retaining structures which are laterally supported should be designed to resist an equivalent fluid density of60 pcffor an "at-rest" condition. Laterally unrestrained structures retaining the on-site earth should be designed to resist an equivalent fluid density of40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight oftemporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. It is strongly recommended to provide a perimeter drain with a free draining backfill or a wall drain behind every retaining wall. These drains should be sloped to a suitable outtet. UNDERDRAIN SYSTEM In order to reduce the risk of surface water infiltrating the foundation subsoil, installation of a foundation perimeter drain is recommended. The foundation perimeter drain should consist of a 4- inch diameter perforated pipe sloped to a suitable gravity outlet, or to a sump pump location, at a l/4 inch per foot if flexible or at a l/8 of an inch if rigid pipe is used. The bottom of the trench adjacent to the footing should be lined with a polyethylene moisture banier glued to the foundation wall. The drain pipe should be placed over the moisture barrier and covered with a minimum of 6 inches of -3l4 inch free-draining granular material. Geotextile Mrafi l40N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging ofthe drain. The backfill above the drain should be granular material to within 2 feet ofthe ground surface to prevent a buildup ofhydrostatic pressure. The top one foot ofthe backfill material should consist ofa relatively impervious fitl. The backfill should be sloping away from the building. SITE GRADING AND DRAINAGE It is understood, that the maximum cuts on the site will not exceed 14 feet. The ma,rimum anticipated cuts at the rear ofthe buildings will be on the order of6 to 8 feet. The excavation ofthe site should be done in stages. Each successive cut should be stabilized prior to the start ofthe next cut. Proper drainage should be maintained throughout the construction process. Unretained cuts should be no steeper than 2:l (2 horizontal to I vertical). Exterior backfill should be compacted at or near the optimum moisture content to at least 95To of the maximum standard Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaction should be used. Do not puddte the foundation excavation. The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first l0 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top ofthe granular foundation backfill should be covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill, LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems adjacent to the building. The installation ofthe sprinkler heads should insure that the spray from the heads will not fall within 5 feet of foundation walls, porches or patio slabs. Lawn inigation must be controlled. LIMITATION This report has been prepared in accordance with locally accepted professional Geotechnical engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations ofthis report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch Figure No. I and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions appear to be different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Mr.Thom Theys, c/o Ms. Sally Brainerd, Nch Krusen Design for the specific application to the proposed residence structures to be located on Lots I I and 12, Vail Village West Filing No. l, Town of Vail, Eagle County, Colorado. Sincerely, Luiza Petrovska, PE President LKP ENGINEERING,INC. o o Lot 16 Highland Meadows Lot 2O I Lot l9 Lot 10 North Lot 13 AIJPINE DRTVE Note: Boring locatlons'are approximate ProposedBuilding Envelopes -1 | ----l LB-3 IL--,O Illtl clvtL/cEoTEcHNtCrL Engineering, Inc. P.0. Box 1452 Avon, C0 81620 tel (970) 827-9098 lor (970) 827-9c99 LOCATION SKETCH PRO,EC| NO: 9512 LOIS fi AND t2, VA|L V|LLAqE W€Sf FtLtNi NO, I fowt'l oF vAtL €A6LE COUN|Y. COLARADO PREPARED FAR: ]I[R. THO\V THEYS sc^Le * l" = 40' DAfE: 1 oRAtiNO NA.l O BoRrNcxo. lr O DATE DRJLLED: JUNE I1, I995 ELEVANON: DEPT}T FEET BLOWS PER FT. s M B o L DESCRIPNON OF N,IATERIAL A}ID SAMPLE LOCATION LABORATORY TESTRESULTS RE}IARKS --5 .-- l0 -15 -- 20 -25 -- 30 -35 -40 -45 -50 -J5 -60 .lr$:: i',,'iiii li.,i:i -fii 'ff, pa Iols o t I t3/r2 Biown, c I ayey -;a ia v eTll SAND DD'1l6,7pcfl{Cr}3.91 - ?3 t t2 Brown, GRAVELrocks sl I ty-sandy wl th scattered 2hOrA ?t s0 / r2 tRln I Eoulder at l0 feet sllty-gravelly SAND |{lth cobbl es Boulder at l8 feet -200'15.3f Refusal on Eoulder 20 feet at t{0 Groundrater Encountered O ICallf ornla'r thln tube sanple I Standard spllt spoon sanple DD-Dry Denslty l'1 C-Mol sture Content LKP ENGINEERTNG,INC.SUBSURJ'ACE EXPLORATION LOG PROJECTNO.9512 FIGLJRENO, r DATEDRTLLED: orne f, 1995 ELEVATION: BoRING No. - zO DEPTH FEET BLOWS PER TT. s Y M B o I DESCRIPTiON OF I,IATERIAL AI..ID SAMPLE LOCATION LABORATORY TESTRESULTS REN{ARKS -3 --. lo -.-15 -20 -2t -30 -3t _40 -45 --. 50 -5' -60 ffi i'i''Jd :,:,i:d ffi loDsol Dry after 24 Hr and after 7 day 5lt2 | | t2 3 | t2 n/l I a 8rown, cl ayey-gravel ly SAilD to Light brown, coarse SAt{0 to Brown,sllty,sl ightl y cl ayey, gravel lySSAND coarse |{ith cobbles DD'1l0.0pcf AC.L7.2l -200'6.41 -200"9;03 GRAVEL, sandy, sllty Refusal boulder at 19 feet on No Groundwater Encountered | "Callf ornla'r thln tube sample lstandard spl'lt spoon sample LKP ENGINEERtr{G,INC.SUBSURFACE EXPLORATION LOG PROJECTNO. 9 5 12 FIOI,.IRB NO. 2 O BoRrNcNo. 3 O DATEDRTLLED:,1 ung ll, l99S 'ELEVATION: DEPTI{ FEET BLOWS PER FT. s Y M B o L DESCRIPTION OF MATERIAL AI..ID SAMPLELOCATION LABORATORY TESTRESIILTS REI\,IARKS .-- 5 .-. t0 _15 _20 -25 -30 -35 - rto _45 -J0 -J5 --60 /r tt f, Toncol Dry at and at 24 h o u r s 7 d ay s L4 | | L2l9 ?0/l 501r2 I t I I Brovrn cl ayey-gravel ly SAND to coarse, sandy GRAVEL more cobbles. and boulders at 8 feet - s I t gh t I y c I ay ey, g rave I I i SAND Boulder at 17 feet Boulder at ?0 feet l',1 C=13.53 -200.9,21 I'l C' -2O0.8.71 Refused on Boulder Z3 feet No Groundvrater Encountered Ot'Callf ornla" thln tube sarnple lStandard split spoon sample LKP ENGINEERING,INC.SUBSURFACE EXPLORATION LOG PROJECTNO. 9 5 l2 HGURENO. 3 PrdertNo. 9 S l ? Figure No 4 LKP Engineering' IoO I .Ez!ggA,il So c .9 oi,2 Eo(J c2 .9€cot\ril So clo to 92E0() 3 o.l t.o APPLIE0 PRESSURE - ksf t0 t0c Somplc of Clayey SANO Naturol ory Unit Wcighl : I 16 . 7 Nolurol Moisluro Cont.ot : l3;9 from g6rlng l{o,l pcf p!rcrnl at 4.0 feet --- 0.1 t.0 APPLIED PRESSURE - K!f to t00 Sompla of Cl aygInEt.vel ly Nolurol Drt Unit Wcight : 110.0 Nofuraf Moirturc Contanl = l7 ,2 from Borlng pc I pcrccnf No.?at 4.0 feet \ - Swell- Consolidolion Tesf Results I tu .F - a9 I 4(, J *l rYrl e.l (5 -.1('r >.r !9c,- tA r{ I lt,rtl q ,r,l c, |ttL(9 rJtoo o o o rJ) o o oOc)QoOOtoroaF)Nd ooo o Percent Coarser by I'lel ght oco Percent Flner by }lel ght ot\ oo@r\ o ooO.<N ooOor o ot\ o o o(\,l to co r.| trJ -J.J =rt (rI = <5 == .'. CNo tr,l lrl ctflro o = = lltFlrj =od e,lr,@ =:t = trJ 6e o =t- = P qto .P |tt o = 9lc t o @ I{P EICINEERITC, DE.GRAIN SIre DISIRIBOTIO'I ETqL:TS$Project No. gsre Figure No. 5 l o,c u- = oq=,l< |'a'l .tt €l E6Fvro |! 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Et I c, = I o- c)- q:.l q, ,rlrfl ct 9elEt ta- I (, GIL(5 tooo o <) oo lv Percent Coarser by l{el tht ooooooor'' {.o l\ @ q! ?'1 Percent Flner by l'Iel ght o oo@r\ ooCrFaN ooOOI rrlFlr,l =odct o ot\ vto4 rJ)lrJ@o =rt==alr.l>ow$J ./, ro c-l o =o<'{FO .tO =<t lrl-s(J =<l (i) = ct = =FaLrJG t\le oC€ o = = +J IU o nt 0 = ctl L o @ I{P EIEINEERITG, I}rc.GRAIN SIZE DISIRIFTIoI{ EIGIXEIS ProJecU No. 9Slz Figure No. 8 *t I<\ t ol (u lr- = I = = ,rl 1o,c\lrot i! Eolatl : |t. .nl .l colgl (, G'! IJ? o o o o ooooooo€lJ)€(nNF. ooo o Percent Coarser by He I ght o Percent Fl ner by tleight o (Dr\ ooO ,-a (\l ooOor ot\ t/', oert aoo =.+=z.o lrJ>olrl (\l Vl 10 o =oFCOttl D<t jl (r' ro lrlFlr, =oeo IJ () = = <t = =o-o UJ lrJ oz F = c, IU rg o = or L o CD I{P EIEINEERITC" INC.GRAIN SIzE DISTRIE}TTON A$BI,YSIS Project No. 95tz Figure No. 9 = I o = |.e- ''l14,rdr{d 9olEt +, l'l col 1<tl mlJql RtLc, J (u ii tr)ao o o o o000000|l, g, tt .vl N .-{ t Percent Coarser by llei ght ooaoctoooo-+rJ|rol\q,qlF. Percent Fl ner by l.le I ght o ooro r\ ooOF.GI ooOgr u.lFtrl =oGct o N vro 14,@o =<rD =ow lrJ (\, r/, ro 6* 6zo FCO =<t tn tvtrlr, c, =<t (n = (t = =-ruo-No lr, l4I ocro o =F = +, (ll o rF ra, (D +, |! o z. |'l c Lo @ I,,KP EICINEERITCT I}IC.GRAIN STZE DISIRIE}TIOW AMLY]Sff Project No. gSre Figure No. I o ocnifi. wcEr/El.trtiEt{T Design Reuiew Board ACTIOT{ FOR]4 Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tef: 970.479.2139 faxl., 970.479.2452 web: www,vai[gov.com Project Name: Proiect Description: DANTAS 1788 CHANGE DRB Number: DRB060466 Change to approved plans applicaton for the creation of a new drainage swale at west side of Lot 12 to address extraneous run-off from upper (southern) lots. Plans propose discharge of water at Alpine Drive below Lot 12. Nearest storm sewer exists DANTAS BUILDERS INC LOIO2I2OO6 Participants: OWNER PO BOX 4015 AVON co 81620 APPUCANT DANTAS BUILDERS, INC 1936 WEST GORE CREEK DRIVE VAIL co 81657 Ucense:290-A CONTMCTOR DANTAS BUILDERS, INC 1936 WEST GORE CREEK DRIVE VAIL co 81657 Ucense: 290-A 1788 ALPINE DR VAIL L0loA2O06 Phone: (970) 376-5444 t0l02l2Cf6 Phone: (970) 376-s444 Location: 1787 ALPINE DRProject Address: Legal Description: Parcel Number: Comments: Lok 12 Block: Subdivision: VAIL VILI-AGE WEST FIL 1 2t03-t23-L204-4 Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: APPROVED Date of APprovalt LOl LLl2006 Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond:0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: DRB Fee Paid: S2O,00 Minor Exterior Alterations Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 telt 970.479.2L28 tax: 970.479.2452 web: www.Yailgov.@m General InformaUon: All projects requiring design rwiew must receive approval prior to submitting a building permit application. -Please ted, t6 Ute submittat requirements for the particular appoval that is requested. An application for Design Rs,iew cannot be accepted untii all required information ls received by the Community Development Department. The project may also need to be rsriewed by the Town Council and/or the Planning and Environmental Commission. b#ign t iri"* approval lapses unless a building permit is issued and construction commences within one year of the approval. of the Location ofthe Proposal: tov t2 elock:- Su Name(s) of Owner(s): Mailing Address:bz0 Owner(s) Signature(s): Name of Applicant: sEP 2,j 2006 Physical Address: (Contact Eagle @. Assessor at 970-328-8640 for parcel no')d d,ofc sc\ Mailing Address: Phone: E-mail Address: Type of Review and Feel tr Signs tr Conceptual Review O New Constructiontr Addition tr Minor Alteration (multi-family/commercial) D Minor Alteration (file-familY/duPlex) p/ changes to Approved Plans tr Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $3OO For an addition where square footage is added to any residential or commercial buildinq (includes 250 additions & interior conversions)' $250 For minor dlanges to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board' No Fee ,' t****+'|.!i'i't'l***t+++i:t'i'i*'a{r***tt******+**'i+***+*********+*******+*++******+'f+*lr***+*****tl**** TOWNOFVAIL. COLORADO Stat€ment Statement Number: RO6OOO15?6 Anount: $20.00 L0/02/2OO5L0:11 AM Payment Method: Check Init: iIS Notation: 1342./DAIITAS BUILDBRS Permit No: DR8050466 Tlpe: DRB -Chg to Appr PIanB Parcel No: 2103-].'23-I2O4-4 SiTe AddresE: 1788 AI,PINE DR \IAIII Location: 1787 ALPINE DR Total FeeE: $20.00This PaymenE,: $20.00 Total AIJIJ Pmts: 920.00Balance: 9o. oo ACCOUNT ITEM LIST: Account code Degcriotion Current Pmta DR OO1OOOO3TL22OO DESIGN REVIIEVI FEES 20.00 ProjectName: DANTASVARIANCE PECNumber: PEC050050 Project DescripUonr RNAL APPFOVAL FOR A VARIANCE FROM TOWN STANDARDS FOR LOT AREA AND SITE DIMENSIONS AND SIDE YARD SETBACKS FOR A NEW SFR Participants: owNER DANTAS BUTLDERS INC 06/10/2005 PO BOX 4015 AVON co 81620 APPUCANT DANTAS BUTLDERS INC 06/10/200s PO BOX 4015 AVON co 81620 CONTMCfOR DANTAS BUILDERS,INC 06/10/2005 Phone: (970) 376-5444 PO BOX,1015 AVON co 81620 Lice$e: 290-A tl ProjectAddress: IgyAIPINE DR VAIL Location: 1778 ALPINE DRIVE tegal Descriptlon: r-oil? Bbck Subdivislon: VAIL VILISGE WEST FIL 1la Parcel Number: 2103-123-1205-6 2103-123-1205-2 Comments: seeconditions BOARD/Sf,AFF ACnON Motion By: kjesbo Action: APPROVED Second By: viele Vob: 7-0-0 Dateof Approvalz 071tI12005 Conditions: Cond: 8 (P|-CN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Condl 300 PEC approval shall not be not become valid for 20 days following the date of approval. Cond: CON0007930 This approval shall be contingent upon the applicant receivingTown ofVail approval of the design review application associated with this variance request. Entry: 04/1V2006 By: ee Action:AP Cond: CON0007931 The applicant shall maintain a limits of dishrrbance line as shown on the site plan. No building encroachments or onstruction dlsturbance shall be allowed beyond this line. EnVyz O4lLll2005 By: ee Action: AP Cond: CON@07932 Prior to submlttal of a building permit for Lot 10, Lot 11, or Lot 12, the applicant shall record wl$ Eagle County the amended plat, reflecting the access easement and its associated language. Planner: Elisabeth Eckel PEC Fee Paid: $500.00 Vo't.V;tt1" M/, lrf r> Status: I Approved Gouuunrw DEVELopMENT Rourlrue Fonna I Approved with conditions fi Denied Routed To:Public Works Date Routed:07/06/05 Routed By:Elisabeth Eckel Date Due:07108105 Description of work:New single family speculative residence Address:1772. 1778, 1788 Alpine Drive Legal:Lot:/q-'12) Block:Subdivision:VailVillage West 1"' Filing r Comments:Date Reviewed= 7l12lOG lssues. Need additional review by Fire Provide stamoed PE drawinos for sinole.double & triole tier retaininq walls. Provide wriften approvel for construction with in utilitv easement. Show limits of disturbance fence. Erosion control. Call out 4' oan with 2" invert no heat. Call out all weather surface of fF MEMORANDUM TO:Customer Service Files for the following Propedies: -1826 Alta Circle -1787 Alpine Drive -1797 Alpine Drive -1807 Alpine Drive r{e Fred S. Haslee, Regulations Administator August 25,2005 Private Sewer Service Lines from Alpine Drive Tying into a Sewer Main Manhole Adjacent to 1826 Alta Circle FROM: DATE: RE: Cc This morning I met with Mr. Dick Gustafson (1826 Alta Circle), property owner, and Mike Dantes, developer for 1787 and 1797 Alpine Drive to discus sewer service line installation and how it would affect landscaping on the west side ofthe Alta Circle property. A total of 3 service lines need to come down the existing lO-foot easement between 1826 and 1828 Alta Circle, Mr. Gustafson was concerned about the removaVdestruction of a l5-foot pine tree located at the west side of his property. The Eagle River Water & Sanitation Dishict claims 2O-foot (width) and 10- . feet (beyond the orientation of the line coming into the property) prescriptive easement for the existing sewer main coming offof Alta Circle and close to the property line of 1826 Alta Circle. This would allow the 3 service lines to be placed away from the existing landscaping (pine tree). With this claim of easement both Mr. Dantes and Mr. Gustafson understood that the landscaping would not be affected and service lines would be contained within legal easements. Customer Service Files FSIVfsh F:\l sWSD\{REG SII,IEMOS\200i I 326ALTACIRCLE.Doc fF MEMORANDUM TO: FROM: DATE: RE: Customer Service Files for the following Properties: -1826 Alta Circle -1787 Alpine Drive -1797 Alpine Drive* -1807 Alpine Drive Fred S. Haslee, Regulations Adminisfrator August 25,2005 Private Sewer Service Lines from Alpine Drive Tying into a Sewer Main Manhole Adjacent to 1826 Alta Circle Cc This moming I met with Mr. Dick Gustafson (1826 Alta Circle), propsrty owner, and Mike Dantes, developer for 1787 and 1797 Alpine Drive to discus sewer service line installation and how it would affect landscaping on the west side of the Alta Circle property. A total of 3 service lines need to come down the existing lO-foot easement between 1826 and 1828 Alta Circle. Mr. Gustafson was concerned about the removaVdesEuction of a l5-foot pine tree located at the west side of his property. The Eagle River Water & Sanitation District claims 2O-foot (width) and 10- feet (beyond the orientation ofthe line coming into the property) prescriptive easernent for the existing sewer main coming offof Alta Circle and close to the property line of 1826 Alta Circle. This would allow the 3 service lines to be placed away from the existing landscaping (pine tree). With this claim of easement both Mr. Dantes and Mr. Gustafson understood that the landscaping would not be affected and service lines would be contained within legal easements. Customer Seryice Files FSlvfsh FA I SWSE\IREGSIMEMOS2@fl I T26ALTACIRCLE DOC MEMORANDUMf7 TO: FROM: DATE: RE: Customer Service Files for the following Properties: -1826 Alta Circle -1787 Alpine Drive F -1797 Alpine Drive -1807 Alpine Drive Fred S. Haslee, Regulations Administator August 25,2005 Private Sewer Service Lines from Alpine Drive Tying into a Sewer Main Manhole Adjacent to 1826 Alta Circle Cc This morning I met with Mr. Dick Gustafson (1826 Alta Circle), property own€r, and Mike Dantes, developer for 1787 md 1797 Alpine Drive to discus sewer service line installation and how it would affect landscaping on the west side of the Alta Circle property. A total of 3 service lines need to come down the existing l0-foot easement between 1826 and 1828 Alta Circle. Mr. Gustafson was concerned about the removaVdestuction of a 1S-foot pine hee located at the west side of his property. The Eagle River Water & Sanitation District claims 2O-foot (width) and 10- feet (beyond the orientation of the line coming into the property) prescriptive easement for the existing sewer main coming offof Alta Circle and close to the property line of 1826 Alta Circle. This would allow the 3 service lines to be placed away from the existing landscaping (pine tree). With this claim of easement both Mr. Dantes and Mr. Gustafson understood that the landscaping would not be affected and service lines would be contained within legal easements. Customer Service Files FSIVfsh F:\t SWSDqRECSIVIEMOSU0O5\l 826ALTACIRCLE.DOC )r Va'z V;\o?,?sf I , t'f tx FILT COPY TI)IIIIOF I/AIL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com August 15,2005 Mr. Dave Dantas Dantas Builders, lnc. RE: GradingPermitforlT88AlpineDrive, (t/ /2; y'r+tt VtUtaC WAf ts-- Dear Dave, As you are aware, the Town of Vail is agreeable to reviewing an application for a grading permit to allow for the excavation and stabilization of Lot lz,Varl Village West Filing No.l Subdivision. It is our understanding that the issuance of said permit will allow Dantas Builders, Inc. access to fill dirt that will be removed in the constnrction of a new single family residence on Lot 12 and to begin the process of stabilizing the cut slope for funre construction, As you know, this is not a process haditionally allowed by the Town of Vail Community Development Deparhnent. In this instance, glven the oppornmity to minimize the amount of site disturbance to Lots 10 and 11, the need for access to the available fill dirt, and the fact that a complete building permit has been submitted to the Town for a full buildirig permit for constuction on lnt 12, the Town of Vail Community Development Departrnent is accepting ofthis phased approach. I can not stress to you enoug! that we do not take this approach lightly. It is only because ofthe unique situation and extraordinary circunstances surrounding your project that we are allowing for the grading perrrit to be issued prior to the issuance of a full building permit. It is my hope that you too will recognize the sensitivity and seriousness of this approach. I can not guarantee that the Town will permit such an approach again in the future, and therefore, I stongly elrcourage you to not rely upon this approach in the scheduling of future development projects. f,-p ^".,"uo ""^ FtLilV 10vr{0Flll[, Department of Community Development 75 South Frcntage Road Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com If you have any questions, please do not hesitate to call. You can reach me at376-2675. Thnnk you in advance for working with the Town of Vail. Sincerely, 11,*Q,a"-, George Ruther Chief ofPlanning TownofVail cc: Chrlie Davis, Chief Building Official $ *"rt"t o"'" Yatv,lltlelt'rsf€t t tlnf t>a TOHIAI|/II//'IL) Design Review Board ACTION FORM Departnent of Community Devdopment 75 South Frontage Road, Vail, Colorado 81657 tel 970.479.2L39 Jarc 970.479.2452 web: www,ci.vail.co.us PrcJect l{ame: DANTAS CHANGE LOT 12 DRB tlumber: DR8050447 Project DescripUon: Changes to approved plans application indicating increase in GRFA at the lowest level Pardcipants: OWNER DANTAS BUILDERS INC 0812612005 PO BOX,{015 AVON co 81620 COTITMCTOR DANIAS BUILDERS,INC 0812612005 Phone: (970) 376-5444 PO BOX,tO15 AVON co 81620 License: 290-A APPUCANT MIC|-|AEL pUr(AS 08/2612005 POnX4227 EDWARDS co 81632 Prciect Address: 1788 ALPINE DR VAIL Location: 1787 ALPINE DR Legnl Descdpdon: Loe 12 Bbdc SubdlviCon: VAIL ULIAGE WEST RL 1 Parcef l{umberz 2103-L23-I2044 Comments: BOARD/STAFF ACTION Motion By; Action: APPROVED Second By:Vote: DateofApprcval:09/01/2005 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written @nsent of Town of Vail staff and/or the appropriate review committee(s). Cond:0 (PIAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Elisabeth Eckel DRB Fee Paid: S20.00 tr Separation Request l{. New Construction Application for Design Review Department of @mmunity Development ",'Ff " ' " , 75 Souft Frontage Road, Vail, Colorado 81657 I tel: 970.479.2L28 fa* 97 0.479.2452 web: www,\railgov.com i' /]4 u, Generatrnformation: ('ol . d, All projects requiring design re'yievv must receive appro/al prior to submitting atbultOing permit application. Please r€fer to the submittal requiremenE for the particular approval that is requested. An application for Design Rwiew-,-, - -..- -cannot be accepted unul all required inbrmation is received by the Community Development DepatunenL TWO poject may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. -- J Design review approval tapses unless a building permlt is lssued and construction commences within ?fone year of the appruval,vDexriptonoltretequesr 3WAhb T A?P?$,IE i IFt f.ocation of the proposa r.*r'-Jt-rr-r'-t"* ral Physfcaf Addrcss: l?06 Au?rAL lo"..rn n Parref No.: t r ezr t < t7 a A4 (Contact Eagle Co. Assessor at 970-328-86,10 for parcel no.) f,a_Zoning: 4ttgt ft (/>ut<,t( - -rttfame(s) of Owner(s)r f-/vAfLs lSult'Oktz, .-l!s.llEt-, t9. tvw.r|gl t.trr 'TIMaifingAddrcss: -i^Owner(s) Signature(s)i L. Name of Appticantt HloWt l?W>t-Mailing Address: Fo fur 4zL1- -.-fr^wMz(h, rr\ 2rasz Phone: 1Z'q'479 ".-r E-mail Addressi q&rnd | .ha^lb;rya3\'1,.hr,. sax: 170' qz:ta' grffi-- - \, Type of Review and Fee: 'v -- an signs $50 Plus g1.00 per square foot of total sign area. flfrllttr conceptuatRevieil/ No Fee hf l$atr New Construction $650 For construction of a new building or demo/rebuild. ' - -tr Mdition $;0i :nn-,1'nrwan:i:'r'ggn:.:tftull'"#;3*j* alae' tr Minor Alteration $250 For minor ching.s-to buildings and site improvements, such as, A((multi-family/commercial) re-roofing, painting, window addiuons, landscaping, fences andretainingwails,etc, tll|0[4tr Minor Alteration $20 For minor changes to buildings and site improvements, sucfi as, I (single-family/duplex) re-roofing, painting, window addiuons, landscaping, fences and I Cnanses to Apprwed Plans retaining walls, etc, $20 For revisions to plans already approved bY Planning Staff or the Design Re\riew Board. No Fee For Office *+**l{''}****t*l++t*+'+*'t't*t*t*********+++t++*+*f+**ltt+****t*************+***i*it+{'++'}*t*t*ff* TOWNOFVAIL, COLORADO Stat€ment Statement lil\[iber: R050001389 Amount: 920,00 08/26/2OO5O9:15 AIVI Palment Method: Check Init: 'JSNoeaEion: 692/MPP DESIGN SHOP Permit No: DR8050447 Type: DRB - Chg to Appr Plang Parcel No: 2LO3-123-L204-4 Site Addresa: 1788 ALPINE DR \,AIL, Location: 1787 AI'PINE DR Total Fees: 920.00Thia Palment: $20.00 Total AIJr Pmts: $20.00Balance: 50.00aaaaa**++att*i*f*+ffff+fa**t+**tt**t**tt******t*a+*+r****t**+++****+++**********t*+ll*'ttt+t+ ACCOIJNT ITEM LIST: Account Code Description Current Pntss DR OO1OOOO3LL??OO DESIGN RSVIEW FEES 20.00 Department of Community Development 75 South Frontage Road Yail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com August 8, 2005 Michael Pukas Mpp design shop POBox4227 Edwards, CO 81632 (Fax) 970.926.0682 Dantas Builders PO Box 4015 Avon, CO 81620 Re: 1 788 Alpine Drive/Lot 1 2, Vail Village West 1{ Filing Final Planning and Environmental Commission review of a variance request PEC0il064 Dear Sirs, Congratulations on receiving final Planning and Environmental Commission approval of a variance request to locate Gross Residential Floor Area (GRFA) within the front selback at lhe aforementioned address. The Commission unanimously approved the reguest without conditions at their public hearing this afternoon. You are now free to receive your building permit, pending resolution of any outstanding Building Department issues or concems. Thank you for your patience and cooperation in the variance application process. enclosure cc: Chris Gunion; Town of Vail Building Plans Examiner {p ^".r.r.o r^rr ll'Zlltt4eLuufd t /Jfs /o. tL /y CommuruITY DEVELoPMENT ROUTIruC FONM fEL" D* 6 1. 6 lof lJ-- ------___l tor t DRBos-o fur;gton' t Approved Approved Routed To:Fire Date Routed:07t06t05 Routed By:Elisabeth Eckel Date Due:07t08t05 Description of work New single family speculative residence Address:1772, 1778, 1788 Alpine Drive Legal:Lot:10- 12 Block:Subdivision:Vail Village West 1"'Filing Status: _/I Approved ft npproved with conditions I Denied Comments: Fire Need additional review b Fire Date Reviewed:,7 - I - a,( / rtt n /F, Vt,oV'tt4+(kt4i',X t lsfaio,tt,ly 1/. rn laf (> \-. l"lz/qil,12)Deparhnent of Community Development 75 South Frcntage Road Yail, Colorado 81657 970-479-2138 ilx 970-479-2452 %*,*WZilgW^ Michael Pukas Mpp design shop PO Box 4227 Edwards, CO 81632 (Fax) 970.926.0682 Dantas Builders PO Box 4015 Avon. CO 81620 Re: 1772, 1778,1788, Atpine Drive/Lots 10, 11 and 12,Yail Village West 1"' Filing On-site meeting to discuss revisions to Limits of Disturbance Fencing DRB05{323 (road cut application) Dear Sirs, Thank you for meeting with George and myself onsite last Friday to review possible changes that may occur in the placement of the Limits of Disturbance fencing to being the road cut. The Limits of Disturbance (LOD) fencing that was staff approved for the road cut (DRB05{323) is as follows: o extending from 8056 at the west side of Lot 12 to 8062 at the east side of Lot 12 . extending from 8062 at the west side of Lot 11 to 8060 at the east side of Lot 11 . extending from 8060 at the west side of Lot 10 to 8038 at the east side of Lot 10 However, the LOD fencing that was approved by the Design Review Board at the initial time of review is as follows: . extending from 8065 at the west side of Lot 12 to 8075 at the east side of Lot 12 . extending from 8075 at the west side of Lot 11 to 8083 at the east side of Lot 11 . extending from 8083 at the west side of Lot 10 to 8038 at the east side of Lot 10 Foltowing our meeting, it is Staffs understanding that the LOD fencing (on Lot 12 only) which was staff approved for the road cut (DRB05-0323) may be revised as follows (with changes designated in bold): . extending from 8065 at the west side of Lot 12 to 8075 at the east side of Lot 12 . extending from 8062 at the west side of Lot 11 to 8060 at the east side of Lot 11 . extending from 8060 at the west side of Lot 10 to 8038 at the east side of Lot 10 Of course, no changes to the LOD fencing for the entire three lots as approved by the Design Review Board will be allowed. Thank you for your continued cooperation and patience in what is not always a simple design review process. 970.479.2454 cc: George Ruther; Chief of Planning, Town of Vail {p rr"""uo rtro D epartment of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www.vailgov.com August4,2005 Michael Pukas Mpp design shop PO Box 422V ;;;E COPY Dear Sirs. Congratulations on receiving final Design Review Board approval of the revised landscaplng plan that was submitted for additional reviiw by the D-esign Review Boaid at their meeting on August 36, 2005. The landscape plan, dated O7l27lO5, was submitted to reflect the addition of landscaping and some temporary inigation within the benches between Lots 1 1 and 12, Vail Village West 1" Filing, per the Design Review Board's request at the time of the final approval of Lot 12 on July 20, 2005. Yesterday, the Design Review Board unanimously approved the revised landscaping plan subject to the following condition: 1. Prior to granting of a temporary certificate of occupancy by the Communi$ Development Department, the applicant shalt ensure that twenty shrubs per bench and tempuary inigation has been installad between Lots 1 1 and 12 per the site plan dated 07/27/05. I have enclosed the amended Design Review Board action form, upon which you will notice that the condition signifying submission of such plan has been approved and the condilion requested by the DRB yesterday has been added. This will be the fbrm that will be needed by the Town at the time of building permit plan submittal. Thank you for your continued patienc€ and good humor throughout the design review process. Please don't hesitate to contact me with any remaining questions or concems. Edwards, CO 81632 (Fax) 970.926.0682 Dantas Builders PO Box 4015 Avon, CO 81620 Re: nffiilldts44 \hl"V[|ageWo$ laFillng Final Design Review Board review of a new single-family residence DR8050299 s70.479.2454 enclosure f,-p,"t'*o"" Reiait'ad !larll-Z00E 02:20Pn F ron- VaU W t t''q e' t't-'tf 6i 1 4 r To-Gorc Ranro Surveyinl lff6 lorlllYpara Ool l'oru Chlc*gpPolictNo. TZLCf.4'&sffi Ow0rderNo. V500Osm6 ScheftleA Pmperfy Addres: l?88' 1722 AI{D r?78 ALPINE DRl. VAIL CO 8T657 Amod $280,000.m ,t5/re /oS July-IgF?g)4 ar 5:00 P.M.1. 7.. Follcir llare:E^+,r-l Name of lnsurcd: DAT.ITAS BL'II'ERS, INC., A COIORADO CORIORATION c-l-7.1 - 4>OS<\ 3.T1e estate or lnt€r€st in the land described or refcred to in this fthoddc 8nd whidl ls covened lty {his po&ey is: A Fce Simple fitle to the estate or fut€re$ covered by this golicy st ttre date hereof i+ ve$eil in: DANTAS BIIILDERS, INC.. A COLON.ADO CORPORAT'ION 4. 5. Thc land rdered to in tl& Policy b dcscribcd as follona: RECORDED TfrEPdiryYslid only if SctdileB b adadd. Land Tltle Guarartee ComPrnY Regr€s€ating Clticsgp fille losuraace Company @,srATEoFcotoRADo. Rscer.ed ilav-3lj2005 02:20Fe Fron-To-Gure Ranfr $urveyl ng Pgr. 002 n/ LTGPolisyNo. CTN5dl05006 tr'ormAO/CfiI ChittSPPoIicYNo. 72r06.46,4fi8 OruorderNo, V50005006 Sc|rduleB t. ., .ftris policy does not issrrrr agnin$il loss or dam*gp (asl dc conpany will mt pay coscs' afiGtrcy$r Ge c oscos4l) which arisc by reason ol GeanlErccPdoc: RighsorclaiasofpaniesiopoessionrotshorrmbyftcpublictEco'ds' Eltscrlliors, or cl&ints of cascmcf,Is, mt sbow! by tttc PoHrc record3. Discrepaucies, conflims in bounday tiucd, $ltor0egc h areq cocroochurts. and aty frca thidr r corrct surwy rut ;ry*,il;;;tr. premises woultt rtisctosc ua wlic'x rre not slrown by 6e public t'cods. Aly lien, or rigbt 16 a licn. tbr scrvices, labor, or oetcriel heffiofrc ol hEnrrfter fmi*ra, iapwd by lar and nor shown by dre Public rtcdds. 2OO4 TAXES NOT YET DUE AND PAYASLE. RTGI{T OF PROPRIETOR OF A VEIN OR TODE TO D(TRACT AND REMOVE EIS ORE irmnnnnor,a sHoT'l.D TIIE sAMg BE FOIIND TO PEI.IBTR,ATE ORINTERSECT TI{E PITzuSES es nuslrrvso tN Ut.ttIED srATEs PATENT REcoRDED ocToBERo4, l9l8' IN BooKEl ATPA@30I. RIOIIT OF WAY FO& DTTCEIBS OR CA!.L{LS CONSTRUCIED EY TflB AIM{ORITY OFTHE iiiffisrams As REsER\IED INUNITED STATES PATENTRE@RDm ocToBERo+, t9r8, lN BOOK 93 ATPACE 301. 4. 7. 8- 9. t0. REST&ICTI\IE COVENAI{TS wltrCH DO NoT CONTAIN A TORFEITT'RB OR REVERIIEF. CLAUSE. riur orrirrrwc AIiIYcovEI.IA].tr oR RESTRISTIoNBAsED oal lAcE colon' RELIcloN, ffi, iiir.DrcAp, FAr{ILTALsTAlns oR NATToNAL oRIGIN uNLEss A}rD oNLY To rrlE iffi nrar se1xl cotyrwruer (A) Is E<rMPr uNDER crlAErEr.4z" sFcfloN36fi oF TIIEInrTED sTATtss coDE oR (8) REI.I{TES TO HANDICAP BIIT DOES NOr ilscnnrruem AcAINsr IrANDrcAp PERsoNs, As ooblrAINED lN Il.IsTRurrENT REcoRDBD OCT_OSER 25.II13.IN BOOK 178 AT PAGE I49 AT'ID AS AI{E!{DED IN INSTB'UMENT nscoRDnu DECEMBBR 6, 1963, II{ BooK 1?8 ATPA@ 345' RESERVATIONS OF A TEN PERGNT NO}I-P^RTICIPATING ROYAL1Y IN1EREST COIITI|INED nq 1y6inetr1ff DEED RECO1DED OCTOBER 30' rge 11q BOA5 166 AT PAGE .lO?. UTILTTY EASEMENTS 5 FEETIN WIDIH AI4)NGALLREARAI'IDSIDEIOTIINES AS NTSUNTMO ON TTIE PLAT OF VAIL ULI.AGE WEST FIIIING NO. I. * . Rsca ltaC llav-31-200t 0?:20pr Frqs-To-Gors Ran& Survcylnc hre 003 LTG Pollcy No, CfAI50m5006 FbFdAO/CUI ChlcegoPolicYNo- 72tffi4&s08 Our(HerNo. V50005m6 SdreduleB tl.EA'sBMEl{Ts,REsERvATIoNsAND-4EqlJcTIoNsAssIIowNoRREsERvEDoNTflB rBcoioun fu-ar br ven vILLAGE wEs'r' FIIJNG No' l' 12. THE AFFECT OF T]NMAINTAINED ROAD CUT OR DITCH Tts'AVSR'SE'TG SUBJEET PROPERTY A'S illomt-oll nrs triinolrn'ffiNT LocATIoN cmTTFIcATE FREFARED BY STARBUCK sunwvons & ENGINEERS, DA'IIED snrc| , tQB No' 201-27' 13. DEED OF 1t&USTDATED |IILY l4,zlqLIRoM DANTASBIIIT-I)ERS' INC.' A COITORADO coRpoRATIoN rd iiG-pug-irc rtusrss on EAGLF couNry FoR TI{E usE oF FIRSTFANK oi avox ro sectilRi- rrtg sIJM oF 9280,000'00 REcoRDED JLLY 19' 2004' I'NDER RECEpfioN No- 884479. ITEM NOS. I TIIROUGH 3 OF T}IB CENERAL EXCEYIIO$S ARE HEREBY DELETED' ITEMNo.4oFTHEGBNERALEXCEF|noNSISDEI.ETEDH(CEPTASToAI{YLlENs REsuLTINo rnorra woni< oe vATE"TAL coNTRlcrED FoR oR FURTIISHBD AT TIIE REQuEsr OF DANTAS BUILDERS. INC., A COLORADO CORPORATIOI{' Va*rv;llty - Lt ,af€t t /'t t* Design Review Board ACTION FORM Deparbnent of Community Development 75 South ftontage Road, Vail, Colorado 81657 tel: 970.479.2139 taxt 970.479.2452 web: wwwci.vail.co,us Proiect Name: DANTAS fzee\eIrue on DRB Number: DR8050299 \ Project Descrlpdon: 'r. New single-family resiil€nce providing joint access to adjacent eastern lots 10 and 11; specifications of residence on file and included in plans Pailicipants: OWNER DAI,ITAS BUILDERS INC 0612il2m5 PO BOX,fO15 AVON co 81620 CONTMCTOR DANTAS BUIIDERS,INC 05127/20p/5 Phone: (970) 376-5444 PO BOX,1015 AVON co 81620 License:29)-A APPUCANT MICHAEL PU|(AS 0612il2005 POBOX4227 EDWARDS co 81632 ProJectAddrcss: 1TSSALPINEDRVAIL Locauon: 1788ALPINEDR Legal Descripdon: Lot: 12 Block Subdlvision: VAIL ULLAGE WEST FIL 1 Parcel Number: 2103-t23-L2044 Comments: See Conditions BOARD/STAFF ACTION Motion By: Hanlon Action: APPROVED Second By: Rogers vote: 3-0 DateofApproval: 0712Q12005 CondiUons: C.ond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final apprwal, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0007286 Fire sprinkler system required and shall comply with NFPA 13R(2002). Cond: CON0007287 Monitorcd fire alarm system required and shall comply with NFPA 72(2002). Cond: CON0007359 Prior to C.ommunity Development approval of the building permit plans for Lot 12, the applicant shall ensure that the access easement agreement is recorded with Eagle @unty. Cond: CON0fi)7360 Prior to Gommunity De\relopment aceptance of the building permit plans, the applicant shall submit to the Town of Vail professionally-engineered and sbmped drawings of all walls on the site that are proposed to be greater than four feet in height, Cond: CONfl)07361 Prior to Community Development aceptance of the building permit plans, the applicant shall submit CDOT or professionally-engineercd designs of the guardrail. Cond: CON0007362 The applicant shall appear before the Design Review Board on August 3, 2005 with a landscaping plan reflecting the addition of appropriately irrigated landscaping between the retaining wall benche bridging lots 11 and 12. Entry: 08/04/2005 By: ee Action: AP @nd; CON0007410 Prior to granUng of a temporary certifrcate of occupancy by the Community Development Department, the applicant shall ensure that twenty shrubs per bench and temporary irrigation has been installed between Lots 11 and 12 per the site plan dated07/2il05. Planner: Elisabeth Eckel DRB Fee Paid: S650.00 /ot t>- r'nNt) Design Review Board ACTION FORM Deparfnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 webl www.ci.vail.co.us Project Name: DANTAS 1788 ALPINE DR DRB Number: DR8050299 Project Description: New single-family residence providing joint access to adjacent eastern lots 10 and 11; specifications of residence on file and included in plans Participants: OWNER DANTAS BUILDERS INC 0612712005 PO BOX 4015 AVON co 81620 CONTRACTOR DANTAS BUILDERS, INC 0612712005 Phone: (970) 376-5444 PO BOX 4015 AVON co 81620 License: 290-A APPUCANT MTCHAELPUKAS 0612712005 POBOX4227 EDWARDS co 81632 ProjectAddress: 1788 ALPINE DR VAIL Location: 1788 ALPINE DR Legal Description: Lot: 12 Block: Subdivision: VAIL VILLAGE WEST FIL 1 Parcef Number= 2LO3-I23-1204-4 Comments: See Conditions V* f,lbf e A-e't/- Q t BOARD/STAFF ACTTON Motion By: Hanlon Action: APPROVED Second By: Rogers Voter 3-0 Date of Approvalz 0712012O05 Conditionsl 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. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0007285 Fire sprinkler system required and shall comply with NFPA 13R(2002). Cond: CON0007287 Monitored fire alarm system required and shall comply with NFPA 72(2002), Cond: CON0007359 Prior to Community Development approval of the building permit plans for Lot 12, the applicant shall ensure that the access easement agreement is recorded with Eagle C.ounty. Cond: CON0007360 Prior to Community Development acceptance of the building permit plans, the applicant shall submit to the Town of Vail professionally-engineered and stamped drawings of all walls on the site that are proposed to be greater than four feet in height. Cond: CON0007361 Prior to Community Development acceptance of the building permit plans, the applicant shall submit CDOT or professionally-engineered designs of the guardrail. Cond: CON0007362 The applicant shall appear before the Design Review Board on August 3, 2005 with a landscaping plan reflecting the addition of appropriately irrigated landscaping between the retaining wall benches bridging lots 11 and 12. Planner: Elisabeth Eckel DRB Fee Paid: $650.00 IOI4INM New Construction Application for Design Revieui rr ' ' : I Department of Community Development 75 Souft Frontage Road, Vail, Colorado 81657 l tel: 970.479.2128 tax: 970.479.2452 webi www.\ailgo/.com General Information: All projects reguiring design review must receive approval prior to submiEing a building permit apptication. Please refer to the submittal reguirements for the particular approval that is requested. An application for Design Rwiew cannot be accepted until all required information is received by the Community Development Deparlment. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval laps€s unless a building permit is issued and construction commences wilfiin one year of the approval. Descripdon of the Request: Locationof theProposat: t*: 12 ebck: suriluisionl UA(- vlU&^fu vul$T, tla.l Physicaf Address: l?67 lY-PlAfr OW( (@ntact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): Mailing Address: E-mail Address: $50 Plus $1.00 per square foot of total sign area. No Fee 6@ For consbuction of a new building or demo/rebuild.-$5aOO For an addition where square fo-otage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvemenE, such as, re'roofing, painting, window additions, landscaping, fences and retaining walls, etc, $20 For minor changes to buildings and site improvements, such as, re-roofing, painting, window additions, landscaplng, fences and retaining walls, etc $20 For revisions to plans already approved by Planning Staff or the Design Rwiew Board. No Fee H;l -. .t lvs)o 3x.o.oType of Review and Fee:tr Signstr Conceptual Rwiew X ttew Consbuction' tr Addition Minor Alteration ( mutti-family/com mercia l) Minor Alteration (singlefamily/duplex) Changes to Approved Plans Separation Reguest tr tr Mailing Address: Owner(s) Signaturc(s): RE ail,rd lhy-31-?005 0Z:200o To-6ora Ranrg Survsrint 001Parr Fo(m ChtcagoPolfcYNo. 7lt0ffi50€ Om Order No. V5000s006 2. Nrmoflrcurtd: Scbedule A Amout $280,000.00 Plopcrty Adrtres$ 178& l?2,1Al{D rT18 ALPINE DftI\tE VATL CO 8r6fl/ sf r= /o=frr-rs-J 1. Fotlcy Drte 5;00 P.M.S^+,nn DAT.ITAS BUTLDERS,INC., AcoLToRADO COR.PoRAIION c't'l tI C)c)5\ 3. Ttre CrtSte or interr* ltr tbe lsnd fucrtbed or refcrrtd to In thls Schedlflo md wlddt ls ovatd [y l]is polfry b: A Fce Siurplc 4. Tttlc to thc estatc of ffilEst cOvemd by ttis BeEcy at tbo date tct€qf ls ve$cd ln: DAIIIAS EUILDERS, INC., A COLORADO CORPORATTON 5. Ttc hnd rdend to ln ttrk pollcy b dlsqib€d rs folloun: IOTS tO, 1T AND 12, VATLVILT.AGBWBSTFILINGNO. 1' ACCORDtriIOTO:ITERECORDED FI"AT TTiER.EOF, COI'NTY OF EAGLq SIA'TE OF COfft&ADO. TttsPoliq vslid osly lf Scte&doB ts sdactd' Iand Tith Guandee CoqFE neprtsenthg Chhgo Tltlo Immne ComFrry Fscai.ad lihv-31-200E 02t2lw Fror-TorGors f,an8g $urvaylng Pam 002 LTGPo[qyNo. CTAI5005006 tr'oru AO/Clfl ChidgpPoticyNo. 72r$6,4,d/lfi8 Oru Order No, V50005006 ScltduhB l. 7 J. 4. Tnis poliCy tlocs oot igrrrc qg6in$ IOSs or dnmsge (uA 6e COrnpaly will rot SAy cgsrs' afi<plc]a' ftx Or oEm] wDich arisc try teason of, Geocral ErccPdom: Rigfis or claias of penir* inpoession not showu by frc public tEcqrds" Efspnrdors, gr clti$s of easerncur, not showuby Oe public recordg' DiScGpaDcieS, aoniicrr in bOuorlary liGr, SlOrOrye h a&s' €o0f,oqcmflE.fnd aty fecs "ttich r cfECt Sn'dy d irp".fion-uf rfle prernlses wnulrl rlisclo* rdd whicl lts not il$u/o by rbe publiC rccorls' Any lien, or rignr to a lien. for scrvices, labor, or odcdEl hcrtlof,oe or herafter fioigtcd' io0osd ry ktr sltd Bor shown by tlu Public Gcords. 2OO4TAXES NOT YET DUE AND PAYAELE. RTGflT OF PROPRIETOR OF A VEIN OR LODE TO EI(TR/{CT AND REMOVE IIIS ORE irmnrnor"r sHoTJI-D TTTE sAME BE FoUND TO PENETRATE OR TNIERSECT TTIE PRzuTIES esTusmvsD IN UNTIED grATEs PATENT REcoRDED ocIoBER 04' l9l8' IN BooK 93 AT PAGE 3OT. RIGTIT OF WAY FOR DITCSBS OR CAI{ALS CONSTRUSIED gY THE AUTHORITY OF TIIE iiisrrED gTeTFs As REsm,\ltD IN tINlrED STATES PArgllrnEcoRDBD ocIuEER 04' fgl8.lN BooK 93 ATPAGE30l. RETilErcTT\TE COVENAI'{TS WTtrCH DO NOf CONTAIN A FORFEXTT'RB OR REVERIEF' CI'AUSE' iiut or,nrro.tc Ahry covEl\tAl.lT oR RESTRISIToNEASED ol'l sAcE colon' RELIclot'l' sn*, tiiirorcer, FAIvfruALsTATtts oRNATIoNALoRIcINIINIaSSN'ID oNLYToTITE Elihrr-'irur sin cowwefr (61 Is E<6ypr UNDER SHAPTER' 42' sEc'ftoN 3607 oF ffiE_UiiTD STATES CODE OR (8) AEIATES TO SANDIC$P BT'T DOES NOf olscnnrrNtrE AGAINST ItANDtcAP PERSONS, AS @NTAINED lN INSTRUMENT RECORDBD ocrosER 25, 1963, lN BOOK t?8 AT PAGE 149 A.ttlD AS Af,dENDED IN INSTRUMENT rscoRDso DECEMSER 4 196. U{ sooK 178 AT PA(E 345' SESERVATIONS OF A TEN FERGNT NON-PiSIICIPATING ROYALIY T$ETFST COIiTTAINEI) m wernarrr DEED REconDED oclIroBER 30, 19@ IN BO(X 166 AT PAGE 40?. UTTLTTY EASEMEI.ITS 5 FEETTN WIDIII AIONGAIIREARAI{DSTDE I.OTUNES AS NNSNNTNO ON THE PLAT OF VAII. ULI.AGB WEST FITING NO. I. 6. 7, 8. 9. r0. Rec€iisd llav-31-2005 02:20Pn To-6oro Ranrs $urveylnr hs€003 Fbrd ChicepFolicYNo- T2l06-4.64s08 OurOnderNo. V50005006 Sdrcftde' ll.EAsBMEl.tTs,REsERvAlIoDIsA}|qlE{rucTloNsAssIIowNoRREsERvEDoNIImircogoro fu-er or ven v[l-AGIE wEsr' FIIJNc No' r' 12. TIIE AFFECT OF I]NMAINTAINED ROAD CUT OR DTNCI' TBAVtrSNG STTBJEET PROPERTY AS sHoWN oN rIJE d;;ilO\dtffi.lT IrocATIoN CERTIFICATE PREPARED EY STAIBUCK iue.\r3voF.s &ENGIII{EERS, DATED snrcl,log No' 20I-27' $. DEED OF TRUST DATED JULY 14, 2004,-FRoM DANTAS EIIII)ERS' INC.' A cor'.oRADo coRFoRATtoN roiirr p-rrgnc rnusrgs or EAct E coLINrr FoR fi{E UsE oF FIRsrE t'{K oi avolr ro sEcul{it THE sIrM oF $280,000.(n REcoRDEp tuLY 19, qxH, UNDER RECEPTION NQ. A8A4IS. ITEMNos.ITERouGH3oFTIsGEI{ERALEXCEF:floNSARBEEREEYDELETED. TTEM NO. 4 OF THE GENERAL EXCEFTIO'\JS IS DEI.EIED H(CEPT,{S TO AI{Y LIENS RFsuLTINc rRorra worilon vnrErual coI{TR/.rcrED FoR oR FURNISHBD AT TIIE aEQ0Elr OF DANTAS BUILDERS,INC., A COLORADO CORPCIRATION' PROPOSED LANDSCAPING Botanical Name Common Name ( fro g, o t-rE)+ t,-) cdAavh H.ilF&4_N_/ l4',.to', PROPOSED TREES AND SHRUBS rar\z (L) la-rb' *reJgsAry (, t 1-cLe /_!_\& Awt* A9l4 a * q'e Ut') l'-t" cr- DCSNNG TREES TO BE REMOVED Minimum Requirements for Landscaping:Deciduous Trees - 2" Caliper @niferous Trees - 6'in height Shrubs - 5 Gal. Tvpe Sgtlgl*g!3$ GROUND COVER soD SEED IRRIGATION TYPE OF EROSION CONTROL *)-f >ru Y'6'*Gc Please specily other landscape features (i.e. retaining walls, fences, swimming pools, etc.) Page 8 of L4105120105 Buildino Materials PROPOSED MATERIAIS Tvoe of Material Roof Siding Other Wall Materials Fascia Soffib Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other mU Auvut*utt cttv2 Color qA@b! BFntctl h/>Lqfu A(,-r'-"ft bwJ W ' 66?nt F*cA' g?not>l ' hpZOfu g+lJl' c,\vc6ut@-..-t[t lY 2L lpgf Yqh]+ 9t*,r f1F tt t +6 qlAft- L> :.ltnth<) ^..1&l @P/'L Woft6 aY<n4Fa ecut w , Notes: Please specifo the manufacture/s name, the color name and number and attach a color chip. PEuL4 RIJH|A6V\ Page 7 of 14105120/05 Status: I Approved Conartauuw DEVELopMENT Roulttc Fonn (lpp rou" d with con d iti o n s ,2.7\--at9<\\l'11386nied Routed To:Fire Date Routed:06t29t0s Routed By:Elisabeth Eckel Date Due:06/29/05 Description of work:New single family residence Address:1788 ALpine Drive Leqal:Lolc 112 lBlock: I lsubdivision: lVail Villasewestl"'Filins Gomments:Date Reviewed: Fire rtment lssues. Need additional review bv Fire ltzr,rc J t.Jf Arro *llu- b/..L- ul 1r /1 llFea t 4/D Sttlo.c- h*,ottt /| ftl r=Pa - ******+f+******'|***f,**t*************f*******i*t*l'i++****+tf*********'lti********************** TOWNOFVAIL. COTORADO Statenent Statenent Number: ROsOOOO942 Amount r $550.00 06/27/200502t52 YM Payments Metshod: Check BUII,DERS Inits: iIS Notation: 5059/DANTAS Permit No: DR8050299 I'l4)e: DRB - New Construction Parcel No: 2L03-L23-L204-4 Site Addresg: 1788 AIJPINE DR VAIL Localion: 1788 AIJPINE DR Total Feee: Thi s Palment l $550.00 Total AIL, Pmts: Balance: $5s0.00 $6s0.00 $0.00****+*t**+**ff****'t*********t**************t*{tf,**tt**********tfttf**t************tt******+** ACCOI,JNT ITEMLTST: Accounts Code Deacription Current Pmtss DR 00100003LL2200 DESIGN REVIE$I FEES 650.00 Datc: Lcgal dcscription Lot /2 etocx...- Fiting Addrcss Otncr tuchitcct Zonc Lot sizc 022 ZONE CHECK Pbonc lbat *7b/Existiu 0 ..--.- e /l r /f/r //s7lt"/ =It rlt fl uz Ap rnon"W hoposcd usc Buildable arca Total GRFA Prinrary CRFA --+ (42j) (6ZS*; - Sccondary CRIA + (42j) (675*):_ + 675 = 425 crcdit plus 250 addition Allorvcd Docs this rcqucst involvc a 250 Addition? Horv much of rhc allorvcd 250 Ad$tion is uscd wirh this rcqucsti_-._...----_ - (/2,4/ t,,'):u -o-- -rz!-= - - rriosr:r sctback ,i;n, ,. 20. ,- I -- Sidcs ri, **., lo' gjl.rT-(V@bt6 ./- \ .Rcar 15' /,1 Lendscaping | /n /A;ni^u^ /2 3 /-. S ZZ-''-- Rcaining\varrHcigrrts e,.' b$P/'/:,oN 0r, @rtL-Lnlfutr-V cangc Crcdit /1""'(iowowoo) (t2oo) Drivcrvay 'ConrpricsMthrovlightingordinancc ycs, y' No-- (0 P/flFASfD, lZrfUNdArc finishcd gradcs lcss than 2:l (50%) ycs No Parking Rquircd I _ I tunctoscd Environmcn Lal/l{azards | ) Pcrccnt Slopc (< >30%) 2) Floodplain 5) Gcologic Hazards b) RocHall c) Dcbris Fl r@u Pro'ious conditions ofapproval (cbcck propcrty filc); '/..__----T{r_Er{-(Ap.l#4r W b. Wuo L.l,o.LtQ Is thc propcrry non-conforming? Dcscribc: .,/Lln ,'/!,, ..i.t 7 rarT oN BEA4> br na6 ar4zW-fur I/NAUME6XWll'alr(%P' /lUtlrtNrNk vJnn N ptulb frr 7zo r DESIGN BEVIE1Y C}IECKLIST l00yr. floodplain Watcr Counc Sctback {;oo,^, ,'/ " . Crarvl\Attic Spacc ,/--E-- tffsunpNc ELEvATToNs ,/. / Scalc y' Rootprrcn /. *^o cELLAryous I condoApprovat - MIS _/I _1 JT "/'v Puking/Garagc Sitc Covcrage Eavcs/Ovcrhangs (4) Dccks/Balconics Ga;ale ionncction cnccs tu/a lor/**) M & 7 Q.O. Vuificarion Sun\Shadc Anglcs Utilities (undcrgroun d) Vicrv Corddors Plat rcstrictions ar r,V;t Wlta7c ur*#t I /ottY Project Name: DANTAS DRIVEWAY, E(CAVATION DRB Number: DRB050323 Project Description: Driveway cut and associated excavation in preparation for building three single family homes; attached conditions. Participants: owNER DANTAS BUTLDERS INC 071061200s PO BOX 4015 AVON co 81620 CONTRACTOR DANTAS BUILDERS, INC 07/0612005 Phone: (970) 376-5444 PO BOX 4015 AVON co 81620 License: 290-A Project Address: 1788 ALPINE DR VAIL Location: 1788 ALPINE DR Legal Description: Lot: 12 Block Subdivision: VAIL UL|AGE WEST FIL 1 Parcef Numben 2lQ3-I23-1204-4 Comments: seeconditions BOARD/STAFF ACTION Motion By: Action: APPROVED Second By:Vote: DateofApprovalt 07120/2005 CondiUons: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond:0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0007348 Applicant shall ensure that access agreement is recorded with Eagle County prior to 1' receivlr$ a building permit frorn the Community Develompent Department bf the constnrcdon ofLot 12. t EntrY: Ail2017A05 BY: ee Acflon: AP Cond: CON0@7349 Appllcant shalt comply wlth all publlc r,llorls dlrectlves prior b receivlng a gradlng plan frorn such departnent. EnVy: Oil2012$5 BY: ee Acdon: AP Planner: Ellsabedr Eckel DRB Fce Pald: S20.00 TOI4[VM New Construction Appfication for Design Review ' ;i :.r:.:: ,,, ,i;, r Department of Community Development 75 South Frontage Road, Vail, Colondo 81657 teL 970.479.2128 fax:. 970.479.2452 web: www,vailgov.om General Informa6on: All projects requiring design revioar must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is reguested. An application for Design Review cannot be accepted until all required information is receMed by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmentat Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Descripton of the Request: Location of the Proposaf : Lot: lQll,l2Bfock:_ Subdvision. VNL \//turth( d6f Physical Address: to- ztol|ttt-hqt Parcel No.: tt - 'Ltoaelu)5z (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)ta -- at o7 taTtao*l Zoning: Name(s)of Owner(s): r^ .rI- \ F$t(f F<, tAf. Name of Applicantl 4\t4L Mailing Address: aNgilovl owNw Owner(s) Signature(s): E-mail Addrees: Type of Review and Fee: tr Signs tr Conceptral Revie$, New Construction Addition i Minor Alteration (m ulti-family/commercial) Minor Alteration (single.family/duplex) Changes to Approved Plans Separation Reque* tr tr tr n tr tr Phone: Fax: $50 Plus $1.00 per square foot oftobl sign area, No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, re'roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, re-roofing, FEinUng, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee qtoFor Office ProjectNo.: 7F105'/ZbZ t{'*t'lr+*t*l***'tfat++lf+lt*.l+t+t**{'******{'{r*{'*********+ff+*++*++*ti******l'*+'t+++++++*****{'{'{'** TOWNOFVAIL, COIORADO Statement *********+**+++ta"t*+******l*l*t**a******t*t**++********+t+tt**ta*at*****+***+rl*************+* st,atement Dlurnber: Ro5ooo10o5 Amount: $20.00 07/06/2oo5o9:25 All Palment Method: CaEh IniE : iISNotation: $/MIKE DAI{IAS Permit. No: DRBO50323 Tl4)e: DRB-Minor AIt, SER,/DUP Parcel No: 2fO3-f23-12O4-4 SiIe AddresE 3 1788 AIJPINS DR VAII, Location: 1788 AIJPINB DR Total Feea: Thls Payment i $2o. oo Total ALL Pmts : Balance: $20.00 920.00 $o. oo t**t+{'l'*{r****+*ffrr*f+l+tft+*ttft*{'++++*+++++*+*****+'}'t*'}:t+ft+*ttf+***t{r{'*{'+++++l+****{'{'*{'{'{' ACCOI.JNT ITEM LIST: Account Code Description Current Pmtss DR 00100003Lt2200 DESIG'N REVIEVI FEES 20.00 I ,<l Rs,'ri:'{d lkrtl-2005 02:20pr F ron'Io-Gors Raus Survcylng FerE tr'oru ClrlcagoFolfcYNo. 72lffi464rffi 0u OrderNo. V50005m6 Sc[ee{c A Amortr $2110,000.m =^+.n-r Pmpcrty Ad&tso: 1788' lZZ Al{D r?78 ALPINE DRM VAIL CO 81657 s/re /o=,er-f# 1. Policy Darc' ,tb"q" 5:fi) P.M. 2. Nareoflnsurtd: DANTASBUILDERS,INC.,ACOT'RADOCORfORATION L'11 A C)O=\ 3, Ttrc esrate or hilcst In tbe lcdd descdbed or refcffcd to In tbis Sbodde md whl'dt ls covered by lhb pollcy is: A Fce Siurplc 4. Tttle to rhe esfat€ or fumct€t covemd by tftis Botlcy at ths ddtc h€rcof is vcsted ln: DA.r{TAs SIIILDERS, INc., A coLoRADo coRPoRATloN 5. Ttc lmd refenrcd to tn tl* Boficy h dcscribcd n"s foltor'ra: IOTS IO, I} AI.ID 12, VATLVILI,AGBWET'T FILINGNO. T' ACCORDINGTOTITERECORDED ll,/rT TTiE$EOR COUNTT OF EAGLE, StAlE oF coroR1rDo' This Potrcy valid only tf Stedulc B ls 8fi8dfi1' Iand Tfrle Guartntes CoqganY n4rcsenttry Cbicegp Ttrh losraocc Corryary t Reqcl.sd lhr3l-2005 02r20pu Fror To-Gqrs Ranrp $urvsyirg Parc 002 LTGFoticyNo. CTAI5005006 I'ormAO/CHI OrbgoDotfcyNo. 72106-4.*64308 Orrr0rderNo. V50005006 Sc|rcduhD L 2. 3. Tnis polisy aocs not iusrre qgain$ lost oI dflmsgg (asl 6e Conpory will mt pay cos0sr atrq[c!/s' ftcs Or cNqe!ffi) whichrriscby aasonof, Gencral ErccPdoc: Rigls or claios of panics inpos*ssion sot $owtr by drc public Eortls' Ea$cnreffs, or claio$ of easerrcrc, oor shornrr by Oe public r'lcotdg' Discfcpaucies, conf,icrs in bo|trd8ry lines, slorrrge io uE6, eocrc6cmH8s. rnl ary frcts rrtich r cormct s!ryey ald tr.p*,ffi;ir" preruirrs worrtrt Uisctosc 'ad wfict a1g not slrows by &e public rdlo!'ls' Any lien, or rignr o a lien, for services, labOr' or ontcdal lrer€tof,Oe or bEserfter firaishcd' ioposd tr lar ad mr shown by Oe gublic nsords. 2OO4TA:CES NOT YETDUE AITD PAYAILE. RTGTIT OF PROPRIETOR OF A VEIN OR LODE TO DCTRACT AT'ID R.EI{OVE TIIS ORE irm,nrnou sHotILD TTTE SAME EE FoIIND TO PEhTETRATE OR TNIERSECT THE PAEMSES as nuseirnsD tt.t ITNTIED srATEs PATENT REcoRDED ocToBER 04' l9t8' IN BooK 93 ATPA@30I. RTGTIT OF WAY FOR DITCSBS OR CANALS CONSTRUCTED 8Y Tffi AUTHORTTY OF THE iilnruo irerns As REsER\IED IN UNITED srATEs PATENT REcttRDBD ocToBER 04' IgIE. TN BOOK 93 ATPAGE 3OI. RESTB|CTI\/E covENAllTs tr ItrcT DO Nm CONTAIN A FORFEIfiTnB OR REVERIER' CI-AUSE, ;uT oMtrrruc elwcovsNAhm oR REsf,RIcrroN BAsEDoN sAcE colon' RELIoIoN' I6i, iiiirorcep, FAI{TLIAL srArrls oR NATloJ.leL oRrcIN ttNrcss At'lD oNLY To rIlE dffi rrnr silo covnwerr G) Is ETEIIrr UNDERcIIAPTER4z' sEcrtoN 3607 oF TIn U\iEED sTAlgs coDE oR (B) REIATES TO I|ANDICIP BIn DoEs NoT n$cnnrns rE AGAIMyT l+tNoicbp pERsoNs, As COMAINED rN III9TRUMENT RBC0RDBD OCtOSEti zS. 1963, lN BOOK t78 AT PAcE 149 AriID AS I{IIENDED IN INSTRUUENT RECONDED DECEMSER 6, 1963' IN EOOK I78 AT PA@ :I45' RESERVATIONS OF A TEN FERCENT NON-PARTTCIPATNG ROYALTY INIEREST CONTAINED ffiirinorrr DEED RECORDED OCTOBER 30, 1962 tNBoOK 165 aT PAGE 4ot. TJflLTTY EASEIdEI{T5 5 FEET N WIDTF AIONGALLREARAND SIDE IJOI LINES AS NNSTNVSP OT{ ITIE PLAT OF VAIL VILIAOE WEST Ftt-ING NO. I. 5- 6. 7. 9. r0. t-. Rscslred llay-31-?00t 02:20pn Fror ToiGoro Rrnrs Survrylng Paca 003 LTGPoltcyNo. CTAI50ffi5006 mrueOfCHf ChldesFoliqNo. 721ffi464is08 Our0rdrNo. V50005006 SdredrdeB 11. EAsiBME\lTs, RHtERvATIoDts Al.IDjEgrR'IqI€]\Is As^sIIowN o$'RESERVED oN TIIE eEcorinno sur or ven vru-A(E wEsr' FTLING No' r' 12. ITIE AFFECT OFI]NMAINTAINED ROAD-CI'T ORDITCE TBAV6RStrNGSTTBTECTPROFEHTY AS $rowx oN nrs dili6,;i\,mN.f rJocATIoN CERTTFICATE TREFARED BY srA'RBucK suiwvons & ENGINEERS, DATED 512101, JoB No ' 201:2:l ' T3. DEED OF I|RUST DATED JIJLY 14, zOIOI4',FROM DA'ITTAS BITIII)ENS' INC'' A COTORADO coRpoRATroN ni ,iift-pim.ic t'rusrbs oE necu conxry FoR lrrE usE oF FIRSTB/'}r Or tVOll TO SECUf|C .1.119 SgM OF $280,000'00 RECORDED JULY l9' 2004' UNDER RECEFTION No- 884479- NEM NOS. I TEROUGH 3 OF 'I:{B CENERAI EXCEFnONS ARB HEREBY DBLETED' ITEMNo.4oFTHEGENERALEXcEgnoNSISDELE'TEDExcEPIASToA\iYLrENs &Es uLTINc rsof\l6;rilog MiTFRTAT coNTRAcTED FoR oR FURI.IISI{BD AT TEE REQuEsr OF DANTAS BUIIJERS' INC', A COLORADO CORfOn,{rtOrlf' Status: I Approved Couruuury DEVELopMENT Rounnc Fonut n Approved with conditions 8 Denied Routed To:Public Works Date Routed:07/06/05 Routed By:Elisabeth Eckel Date Due:07t08t05 Description of work:New single family speculative residence Address:1772, 1778,1788 Alpine Drive Legal:Lot:10- 12 Block:Subdivision:VailVillage West 1" Filing Gomments:Date Reviewed:7112106 Need additional review bv Fire Provide stamped PE *arings for sirrole,double & triple tier retaining walls. Provide written approvel for construction with in utilitv easement. Show limits of disturbance fence. Erosion control. Call out 4' pan with 2" invert no heat. Call out all weather surface of drivewa Y /o/z"z 11" y1,4ge W" #/ Paemr- $ruocntDt:/alprcfr t o 1- /z j' / r - oil'z:T,,gI Y3::,:g#I*":HgffC'l'"T'lllffF'ffiI "e2ryryr*, Rlo 4- /z 5^/ Z- o{/ ^iiil"i, AppLrcArro* roii'-- :::^'." *e "ntrl 69 oerez zy'nr/ef ,ft stiot I I llf -1fi ., APpLrcATroN uusr BE FTLLED our coMpLETELy oR rrlt\} Nor BE eccsprUb-, AppLrcATroN uusr BE FTLLED our colrpr;TEr,y oR rrrl,Sf NoE BE eccspritD It********************** * ****** PEII!{IT TNFORI.IATION ********* *** *************** * *,l 1qj--auifaing t l-Plurnbing [ ]-Electrical [ ]-Mechanical [ ]-other rob Name: fuysr/^.,rnperr Job Addressz /78t ,4zP/,ve. aR Legal Description: I-ot1!L Alock_ fifing__/suBDrvrsroN 3 y'ett 4//,q Ohmers Name: 4az<'+s €t#Address: lfr{ q4a:*zo*zX pn.4a,H6/ Architect , ?'tPl APo krzusett Address: /boo 4orusCt /. 4're pn.4ZA?24 General Description: {grnber and Tvpe oE Firepraces: cas Appli^n e" / Gas Logs_ wood/perret_V ('[-TQs-otVf ,t** ** **** *****f*'g** * * ******** ***** VALUATfONS ****** * ************ ***** ****** ***- "Yur"or"" 3 + /?y'ao Er,rcrRtcalr $ orHER: $p_Ltr'tBrNG:. uncnlnicaii r. - T;il;;PLTTMBTNG:. I UECIIANTCAL: $. - tt ^ t r***** ********* ****** kTe ;a&*f*.*o* *ilro,f EeneraL Contractor: 12ut /"aA ,/72t, //.p 'furu^ n- Vlork Class: [)gI-]tew [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other Nuruber of Dwelling Units:Number of Accommodation Units: contractor: a-r--aa./ai)/./re-7ht"n- Tordn of vall aeg. wo. J/5-LAddress: - phone Number: -*?_,. Electrical Contractor: Town of Vail neg. NO._Address: Plunrbing Contractor: Address: Mechanical Contractor: Address: Town of VaiI Reg. NO. Phone Number: Town of Vail Reg. No. Phone Number: ******************* * * *** ********FOR OFFTCE USE ******************************* BUILDING PERMIT FEE: PLT'MBING PERI'IIT FEE: }IECHANTCAL PERUTT TEE: ELECTRTCAL FEE: OTHER TYPE OF FEE: DRB FEE: BUILDTNG PI,AN CHECK FEE: PLUMEING PI,AN CHECK FEE: MECIIANICAL PIAN CHECK FEE: RECREATION FEEs CLEAN-UP DEPOSIT: TOTAIJ PERMIT FEBS: BUTLDING: STGNATURE: ZONING: SIGNAI'T,RE: CLEAI| T'P DEPOSIT BSFI'I{D TO:-A,.as A:r"ft /q{ 4ttfz+zeatrx y'*r< f,ldyz TO: FROM: DATE: RE: MEMORANDUM ALL CONTRACTORS TOWN OF VAIL PUBLIC WORKS DEPARTMENT MAY 9, 1994 WHEN A "PUBLIC WAY PERMIT'IS REQUIRED YES x NO 1) ls this a new residence? 2l ls demolition work being performed that requires the use of the right . of way, easements or public property? 3) ls any utility wort needed? 4) ls the driveway being repaved? 5) ls ditferent acress needed to site other than existing driveway? 6) ls any drainage work being done afleAing the right ol way, easements, or pubfic property? 7l ls a'Flevocable Right CI Way Permit" x required? 8) A. ls the right of way, easements or Xpublic property to be used for staging, pafting or fencing? B. lf no to 8A, is a parking, staging or fencing plan required by Community Developmenl? lf you answered yes to any of lhese questions, a 'Public Way Permit" musl be obtained. "Public Way Permit" applications may be obtained at the Public Work's otfice or at Community Development. lf you have any questions please call Charlie Davis, the Town of Vaif Construction Inspestor, at 479-2158. / r' read and answered allthe 3) PUBLIC WORKS PERMIT PROCESS How it relates to Building Permits: 1) Fill out our check list provided with a buildino oermit aoolication. lf yes was answered to any of the above questions then a "Public Way' is required. You can pick up an application at either Community Development, located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valley Drive. 2) Notice sign offs for utility companies. All utilities must field verify (locate) respective utilities prior to signing application. Some utilig companies require up to a 48 hour notice to schedule a locate. A construction tratfic control/staging plan must be prepared on a separate sheet of paper.An approved site plan may also be used. This plan will show locations of all traffic control devices(signs, cones, etc..) and the work zone, (area of Construction, Staging, etc..). This plan will expire on Oct. 'lSth. and will need to be resubmifted for approval through the winter. Sketch of work being performed must be submitted indicating dimensions (length, width & depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Works's office for review. lf required, locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The locates take place in the morning but, may require up to 48 hours to perform. The Public Work's Construction lnspector will review the application and approve or disapprove the permit. You will be contacted as to the status and any that may needed. Most permits are released within 48 hours of being received, but please allow up to one week to process. As soon as the permit is processed, a copy will be faxed to Community Development allowing the "Building Permit'to be released. Please do not confuse the "Public Way Permit" with a "Building Permit" to do work on a project itself. NOTE: * The above process is for work in a public way only.* Public Way Permits are valid only until November 15th.* A new Public Way Permit is required each year if work is not complete. 4) 5) 6) 7) cupvvey 75 South Frontage Road VaiL Colorado 81657 303-479-2 I 38 / 479-2 I 39 FAX 303-479-2452 Department of Comtnunity Developnent IXFORMAITOf, ilEEDED WHEII A"PPLTTIIG FOR A UECHAITICAI. PERIIIT 1. 2. HEAT LOSS CALCULATIONS. TO SCALE FLOOR PLAN OF MECTTANICAL ROOM WITH EQUIP}IENT DR,AWN IN TO SCALE, WITH PHYSICAL DIMENSIONS AND BTU R,ATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM. sHow srzE AND LocATroN oF coMBusTroN ArR DUcTs, FLuEs, VENT CONNECTORS AND GAS LINES. NOTE WHETHER ELEVATOR EOUIPMENT WILL ALSO BE INSTALLED IN I{ECHANICAL ROOM. 3. 4. FAILURE lO PROVIDE THIS IXFORI.IATIOI| IIILIJ DELAY IOUR PEruiIT. lnwn 75 routh fronllgc road YCl, cobr.do 81657 (303) 47$2138 (3(rt) 47$'2139 olllce of community developmenl NOTICE TO CONTRACTORS/OWNER BUILDERS Effective June 20, LggL, the Town of Vail Building Department has developed the following procedures to ensure that new constructionsites have adeguately established proper drainage from buildingsites along and adjacent to Town of Vail roads or streets. The Town of Vail PubJ-ic Works Department will be required toinspect and approve drainage adjacent to Town of VaiI roads orstreets and tbe installation of temporary or permanent culverts at access points frorn tbe road or street on to the construction site. Such approval- must be obtained prior to any request for i-nspect.ionby the Town of Vail Building Department for footings or temporaryelectrical or any other inspection. Please call 479-2L60 torequest an inspectj-on from the Public Works Department. Allolr a minimum of 24 hour notice. Also, the Town of Vail Publj-c Works Department wj-ll be approvingall final drainage and cul-vert installation with resulting roadpacching as necessary. Such approval must be obtained prior toFj.nal Certificate of Occupancy issuance. luwn TO: T'ROM: DATE: SUB.TECT: 75 aoulh trDntage rord Y.il, colorado 81657 (303) 479-2I38 or 479-2139 rn sumrnary, ordinance No. 6 states that it is unrawful for anyperson to Iitter, track or deposit any soil , ro"i, sand, debrisor naterial , incruding trash durnpsters, portabre ioileti ina---worknen vehicr'es. upon any streetl siaewairl -;li;y or publicp1?:" or any porrion theieof. rhe right:"i-;;;-;n arL Town ofVail streets and.:9ag= is approxinately 5 ft. off pavenent.This ordinance wirr. be striiliy -entorcia by the iown of vailPublic t'ilorks Department. perslns found vi6:.ating tnis orairun""wi1r. be given a 24 hour written n"ii""-ti-;;;;;;"".id rnareriar.rn the event the person so notified does-";a-;;;piy with thenotice within the 24 hour time slecitied, trr"-p"iiic worksDepartment wirl remove said mate;iai-;a-ir,. ."i""le of personnotified. The provisions of this ordinance ;ilii nor beapplicable to cinstruction, niinietr.nce or repair projects ofany street or alley or any utilities in the ritfri-"_r"y. To review ordinance No. 6 in ful1, please stop by the Town ofYiil B"ilding Department to obtain a copy. rrranr you for yourcooperation on this matter. olllce ol communlly devclopmcnt AI.L CONTRA TORS CURRENTLYL REGISTERED WITII TTIETO!{N OF VAIL TOWN OF VAIL PUBLIC V|ORKS/COMMUNITY DEVELOPMENT ![aRcH 15, 1988 CONSTRUCTION PARKING & MATERIAL STORAGE (i.e. contractor, owner) lnwn 75 .oulh fronbge .osd v.ll, color.do 81657 (303) 479-2138 or 479-2139 olllcc ol communlly dcv.lopm.ltt BUILDING PERI|IT ISSUANCE TIME FRAIIE If this p"rl_lt fgeui,reg a Town of Vail Fire Departnent Approval,Engineerts (.public Works) reyiew and approvat,'a pijnnini'b"pu"t "nti::j:L::.Health Department review, and' a_reuiew Uy-tne 6uiibing -'- uepartment' the estimated tine for a totar review iray take as 16ngas three weeks. f]l cgrmgrgjal (large or snnil) and ail murti-famiry permits w.i11have to follow the above mentioned maximum requiremints. Risidentialil9.:l1ll projects.shoutd take a 'lesser amount of time. However, ifresloentTar or smaller projects impact the various above mentioned lgry"lrylr:.with regard to-necessary review, *,"i. p"oj".Ii' *varso take the three week period. Every.attempt will be made by this department to expedite thispermi't as. seon as possible. - I' the under5igned, understand the plan check procedure and timeframe.. Comnuni ty Deve'l opment Department.