Loading...
HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 3 LOT 7 LEGAL.pdftl {:*\l[l.W 11 ltr\,E!CP\i{ rlt /of 7 b/b3 Design Review Board B,7n-" 6# ACTION FORM Department of Community Developmeot 75 South Frontage Road, Vail, Colorado 81557 tel: 970.479.2139 fax:970.479.2452 web: www,vaileov.com Project Name: THOMSON BEETLE TREES Project Description: Pafticipants: OWNER THOMSON, JOHN L. 2121 ]AMES AVE S MINNEAPOLIS MN 55405 Project Address: Legal Description: Parcel Number: Comments: DRB Number: DRB070524 Location: 5188 GORE CR BIGHORN sTH ADDMON FINAL APROVAL FOR BEETLE INFESTED TREE REMOVA- 09/2s12007 APPLICANT MARK STELLE, ASCA REGISTEREDO9/25/2007 Phone: 970-926-3594 PO BOX 606 VAIL co 816s8 5188 GORE CR VAIL Lot: 7 Block: 3 Subdivision: 2099-182-0300-5 Replace min 7 trees Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approvall. 0912612007 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 (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 p@ect 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. Nicole Peterson DRB Fee Paid: $20.00 Planner: \('U U n q, g, o t4 f\t 4 Lot: & SubdMsion: 3oo;5:", s/, +7600 nh,'rt Location of the Proposal: Physical Addressl :1 Parcel No.l Zoning: Name(s) of owner(s): F tr tO t( oEzizL DescripUon of the /0 tz des ellets )llpl r69e-926-0/6 ;'d v l t, tr{i .6{TY C€I/ELOPIE|iT Enn*, efi-h I lrf7, btL3 Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fdxj970.479.2452 web: www,vailgov.com Project Name: THOMSON STONE VENEER Project Description: FINAL APPROVAL TO REMOVE STONE VENEER, REPUCE SAME FOR SAME Participantst OWNER THOMSON, JOHN L. 2121JAMES AVE S MINNEAPOUS MN 55405 08/1U2006 APPUCANT JFIRE DEV. AND DESIGN 0811112006 Phone:445-7181 PrcjectAddressr 5188 GORE CRVAIL Location: 5188 GORE CR Legal Description: Lot: 7 Block 3 Subdivision: BIGHORN sTH ADDmON ParcelNumber: 2099-182-0300-5 Comments: SEE CONDmONS DRB Number: DR8050361 Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPR Date of Approval: 08/11/2006 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. Joe Suther DRB Fee Paid: f20.OO Planner: Minor Exterior Alterations Application for Design Review Department of Community Development 75 Sou$ Frontage Road, Vail, Colorado 81557 tel: 970.479.2128 fax:. 970.479.2452 web: www.railgov,com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The p@ect may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Physical Address: Parcef No.: 7971 leLOS@S (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: '- <r Name(s) of Owner(s): '--.\ eh\ I V\ c,,-^. =€, '\ Mailing Address:Llz\ f,-^^<.'= At* 9 p 0o o tr o Phone: Owner(s) Signature(s):r,wfleftsr 9lqll.lluretsr; ^^r Name of Appt;Gnh TFi . r- -}--r. lotvr*.--t --^---l -D:.-:\.1,r L\-W Mailing Address:-t>O E<:L l--;S]-a E&-'.....1+ c-o a rt jZ-Phone: q-?e - !t\{-<- ) | t- \ Fax: 974 - 9?-b-,9<)q 3 $50 Plus $1.00 per square foot of total 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, 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 o \ Type of Review and Fee: tr Signs D Conceptual Review O New Construction tr Addition tr Minor Alteration (mulU-family/commercia I) ,ZN4inor Alterdtion ' (single-family/duplex) E Changes to Approved Plans tr Separation Request E-mail Address: .-tk^/'E iF;- z- JJ I - S cL,-r\r- €.,r*- S I -"i. ... t.'.') ).r()l1. FR.}l : gT.SEEASTIf+I Iil:.DEA -ffi ;? r:, liirt, B9 z1tf, l!i rvri il $lEUi': i.u t.'t ii,' PHSIE hiC,: 3?6945431e tlug. Minor Exterlor Alterations General Informgtion I Alipro:ects rcquiring dsign r€vte!^, must receve appmval lr.lor to rubmitting a blilding F4finit applicaflon Pleisi! ,efdr ti t'c cubmi$l rrq,rir*rnents for ile partc.ilai apprcval lhet l5 lgquasted.: f up.qligutl br Design Revtevr ,i't-.c,t*n.6lt* umn-lfltrqu',nO Infur;tdon b rc;J,.rcd by the Cotrfiurlty OwrLoryrent Depeftrnent The p.:ri rnlV a-Ul nccd to ba rwlrrvrd bt ths Toe,ir Councl.and/cr tts, Phnnlng and Envlronnentsl Commisiofl, b"i'iii t"ir* "pprovet tep"e" unhdi a beilding p+rmit is ite$€d sn6 €onstruct{oh connctrc€r u'thin one ytar of Orc aPFaYsl. Desolption of tha Requert: Le..)g Application for Design Review Peprrtment of Commun'W Devc loprnelt 75 Sou$ Frcntege R.ord, vril, Colorado 8i657 tel: 970.479.2128 flx: 970.479'2452 Yv€b: w$rw.vailgovrom t*:.*g5--:=or*.'-rk--.<. I r'-o.'t Locauon of thc Ffopo||l: toe-llockl- StJbdlvlclon: Phy.ll.l Addrur: prrcat No.: -3-l L(f3gp;5(Conta.1 Easte Co. Assessor at 970-3tB-8S10 for pafcel no.) Zoning: Name(t) cf Owner(c)r Malling Addresg: Owner(r) Elgntturc(s); Nane of APplicint: tfiiline Addrirs: EQ-,-t.**I+ Cc g ibl?- p6**; ene: '{!'5- -} IB. I i-rolua,ot: -@R*:. 9?o,- 9?l='*'9€.5}' - t50 Plus $i.00 per squre foct C bld Can rtor, Irlo F* $550 Fbr conltruction ofa new tullding or dcmp/rebu:ld, $300 For an sddltlon where square fuoE9e i5 added to any ra$ldcntlal or rnmmercnl bulding (incluo€6 250 additions & inerior conve$iffs)' $250 For mknr d|anges to buildlngr and sitc imProvgrrenb, ch cs, re-oofirtg, palndng, vmdol rddirioffi, lan{tscapln!' fence5 and retrlnln! wallt Ctr, $20 Fr}r mhot chf rrgef to bulldrngl 3nd 5l!e imprcvetnenb. such a5; . re-roofirB, paindnl, windofl rCdltlonl, trndscagng, fencas and r&inifE r tslSr dc. $20 For rcvisions to Plans airroCy aPoroved by Plannlng StEl| or thr Dcilgn Rer.l6a, Botfd Na Fcr LL.L Typ. of irvl€w md Frol tr glgnr D Concepturl F.eview E €w con$rucdon tr Addition F Plnor AlberaEon (multi-farnV/com rncrchl) }(Ui*rnttor.uon ' (dndr.fmlly/du$.x) tr Cha.lgs tp Approvd Ptanr tr Sepirstrofi Requ€st o o z CN n c o {o z !m F =-{ z= 22 z clt -- i tD m IA i-- .D :- tt --r l; o <x f "' -r o Ya ') =;o 4;O < -i I -riJl <l P:' o.< dP =(D ad >l 16 -n m f FFIF]<trq 4t= = \,r !,,v=t- rr rr D4r t_lt Jxl Z t'\ _r4 m o - z o z -{ o --t O-s Z('--.r c T< -tz -im a- .+ o> 2o uz >m --l > o :m o -{ €z m z =m F P K H F ts FJ H z E t> I< t; t€llrt IH IF f ;t i> l- I 'T! l-z E t>r F1 lo lm It I I I r-^ lo t@ t6) IF I {H IF IF l;r o = H t- ! I .{ ! H v z H oEtl =Elr *rl<l>I pl <P I c.,>tr, lz Fi K4 lO Fr't{ I lrt INJI Z lFl Q"ll T lolO lrnlx o\l lH I tot z NIFIU)t! l. I FIt,I tFdl --t t--t mlO Il€:lz lo t:l> l-l! lB lz lo I I I I le le I<t> l-r lo t€ 13 tl l>l- F lz tr to l{ lz lo t:t> l- l* 5 I ! I z € r t.F g ts €{z l-.l lo l€ lz lr\ l-n t<t> lF lm le lz le I I l,-l(,loo ll lFi I z -l m I I o .ll 'Tt 1l m - -{ m x m -l o z (- (!a { m E H P z H z F H I I t-2 I lv l/-l T I- ts z z F P -.{m O O t- ;-;E:q 5 \' YO ;3699 D o^ X ^, E ag Ii 9:'<R{ -o€Io-j=*d,* HEio--: j g il =o^i- <,i--ioro *X-r- ^x i oo (D-ci?o- ^. - -(D J i6! -a o--o*q,no*zo =-!o)!x-o' =={,u_r+di 9ix63 s:: - - ? r.5 d- 'r"'5i=o No ? Q t?9<i.* o:€YX 4,= =- =JE"d' --{ g .= L 9 (', ..,-r o = -R5o6 ir<o-l !.s dR d o) J O' =.J Fsdel +3uaj 6-@gQ; E sdi: r ts z H <v1 Z FPO l-r@€F@tr,br Itj . cooE F-FrF o\id<tJr C).-t F >a z^vz --J > mc: )lm zO m_n €z m ft I o z -t o --l I a m l--n 0 t!m l>< 1!oa lz 1O I l l I I ! I I i i XiX @ :z o X o -l o z 1) m =J @ z m m o m X --l o c --{ I m --l o ! t:io io -l l<ntr m ,o l o X )< T o TP -rO €9 --_-'-r---- l \= (J'IC I l o il I ; ,i : E IO [{ojl :!--z zA r'l - i L z>o8 ]O 3<tl.l < >o o>mi aa z c 4 { --{m --t I = R P9 x) m I z -i _o tn C) c o t t c --{ z H ui ll l-{ tl ull in tl 2ti Irt I li il li t: ti li l' I NF xrt >n z()1> Aa f,t= 'o !1 ^z (f z z m o i =z 'rl € x - -t I + 4 -J I '<{ A I F I L' ,i (, s. N l.J z H F =H z U) H in z >t N *';E PF zr HF FT F:/z Ez s9 r:m 4A zl 9l :l r-l ol *l Fil I HI al 2l EJ *(l EI ttl Hl x fr z z a 3 =_ -.t --t m !ol cl Eer =z'<xl xit tZ =,z::l Fl> Hl a' zl I B P-, l.J I N)t \ol \o'tsl I E TTI F { Fl P A E N N --{ -{ f- m 3 =TI m m a 91 m f-m 7 m q m q z m m t o o m o : z m tn o z o ! 2 o m o -l o z o a m o I @ c t-o z _0 m = m ='Tl m m (n VALUATION H H r 3 m o - z a' -o c 2 m m o --l A l- z t m 7 3 =z o t'.J l\)s'Lr) IE NJ NJ ltl f.J +.t,rr lO'@ ! \l W* tloT , ,'rt- .l lr l1 t rl. \ 75 soulh frontaEc road vail, color8do 81657 (303) 479-2138 ot 479-2L39 TO: FROM: DATE: ctlaTF/.m. oftlcr of communlty developmenl ALL CONTRACTORS CI'RRENTLYL REGISTERED WITH IIIE TOWN OF VAIL TOWN OF VAIL PUBLTC WORKS/COMMUNTTY DEVELOPMENT l,lARCH 15, 1988 CONSTRUCTION PARKING & MATERIAL STORAGE rn summary, ordinance No. 6 states that it is unlawful for anv person to litter, track or deposit any soil, rock, sand, aebris or naterial, including trash durnpsters, portable toilets and workmen vehicles upon any street, sidewalk, alIey or public p1?9e or any portion thereof. The right-of-way on alt Town of Vail streets and roads is approximately 5 ft. 6ff pavenent.This ordinance will be striclly enforced by the Toin of Vail Pyllig works Department. persons found violating this ordinance will be given a 24 hour written notice to remove-said naterial .fn the event the person so notified does not cornply with the notice within the 24 hour tine specified, tne pullic Works Departrnent will remove said material at the expense of person notified. The provisions of this ordinance shill not be applicable to construction, naintenance or repair projects of any street or alley or any utilities in the right-a-way. To review ordinance No. 6 in futl, please stop by the Town of vail Building Departrnent to obtain i copy. rirani you for your cooperation on this rnatter. Read acknowledged ect (i.e. contractor, owner) Project Application t_ -" Date ht t} Project Name: 4l y' Y ,,{rS . Project Oescription: Qkp,t 'hPKtps 476'z2or owner, Address and phone: )7or,' n'/ e f 5l 6 I 6aea Ct ^" CE , //4 tc, Archirect.Addressandphone: P*ru ltrlPt<, tS, Zd/ 6-er. (erl--e bp. | | Co ttbrT <, -^^n Legal Description: Lot / , Block Comments: Design Review Board - ,r oatu Je;'l7 /t,/7?d it , l/.Motion by: Ya T Ja', a Seconded by: D ISA PPR OVA L ,/ffih -, own -o ZONE CHECK FOR R, R P/S ZONE DrSTRrgtS bk - 3+77's SFR, DATE: t4prft,'*tt-- ]-,EGAIJ DESCRIPTION: ADDRESS: OWNER ARCHITECT ZONE DTSTRICT PROPOSED USE /47o Lot G -,.-r 1 Block 3 rillng PHONE PHONE IOT SIZE Height Total GRFA Priurary GRFA Secondary GRFA Setbacks: Front Sides Rear Wat,er Course Slte Coverage Landscaping Fencer/Retalning lrla11 Parking t2 E-l '2 34/ 2 . Allowed Existinq Proposed TotaI -t3o[(t'l 4tzr.. s Zb,IZ sb4 0. g 201 15 1 15l ca+)@ 4b oz's Heights 3'/5' z.i Regrd no uo/ls a?rn-J Credits: Garage (g€€t-Geoe, 6fir+oor z3 3 fsFlt5ol @l en"e Drlve: Pernitted Slope 8t Actual slope lLa c Approved by Tolrrn Engineer: 4'*^ Date: T-tt -(o Envlronmental/Hazards : Avalanche Flood Plain I Slope eeoLogic Hazards a) Snow Avalanche ok b) Rockfall OK c) Debris Flow --.-.,'.\\{3eo) rc_qgj)- llechanical Airlock storage 1) 2l 3) ,d-^ -j/-/c4it z-,:,:// 4-+ 4) Wetlands b-*:// / luwn 75 south frontage frhP vail, colorado 81657 Proj ect Number: (O09t$,2138 Address: 5L88 GqnO4ISURGLE Occupancy: R3,Ml Type of Const: V-N Tolrn of vail Cornmunity Developrnent 75 South Frontage Road Vail, Colorado 8L657 (303) 479-2134 PIan analysis based on l-988 Uniforrn Building Co$6sg otcommunity development Name: MAY RESIDENCE ADDITION Date: March 1-4, L991 Contractor: OWNER Architect: SNOWDEN & HOPKINS Engineer: MUELLER Plans Examiner: MICHAEL WHITAKER NoTE:The code items listed in this report are not intended to be a complete listi-ng of all possible code reguirements in the 1988 UBc. It is a guide to selected sections of the code. Porti-ons of the rnaterial contained in this program are reproduced from the Uniforrn Buildi-ng code ( 1988 edition) with perrnission of International Conference of Building officials NAME AREA I'{IN.LIGHT MIN.VENT NO.EXITS EGRESS 2 Future Study 2L6 2 Future storage 1-53 2 Future Bath Room 63 2 Existing Upstairs 700 2 HaIIs, closets, etc. 164 TOTAL FOR FLOOR 1296 1 Garage 397 1 Kitchen 2I5 I Livinq/Dining Room 625 1 Guest Room l-5 0 L Family room 385 I Master Suite 304 1 Master bath 54 I Halls, closets, etc. 1013 TOTAL FOR FLOOR 3].43 BUILDING TOTAL 4439 FOOTNOTES:1) EGRESS - An operable windorr or door that opens directly to the exterior is required from this room. The minimum clear openable area: 1") The minirnurn clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches The number of exits is based on Table 33-A (Dwellings) A rnechanical ventilation system rnay be used in in lieu of exterior openings for ventilation. -- Sec. L205. (c) 2L.60 L5.30 0. 00 70.00 0.00 0.00 21.50 62.50 L5.00 38.50 30.40 0. 00 0. 00 10.80 7 .65 3.1,5 35. 00 0. 00 0.00 1-0.75 31, .25 7.50 1,9 .25 L5.20 2.70 0.00 l- Yes 1 Yes l- No l- Yes 1No t-1No 1No 1No 1 Yes ].No l- Yes l- No l- No 2 2 2l 3) ROOM DII,IENSIONS: -Habitable space shafl have a ceiling height 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 ceiling is sloping, then the urinimurn height is reguired in onLy L/2 of the area. --sec. 1207. (al Every dwelling unit shall have at least one room which has not less than L20 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. l-2O7. (b) Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. L2O7. (c, GI,AZING REQUIREMENTS : L) All glazing in hazardous locations is required to be of safety glazing material . -- sec. 5406. (d) Full lengtlr windlows in Sun Room and Hot Tub Room nay have to be Eafety glazed. 2) Note windows and doors in a tub or shower area are required to be safety glazed regardless of the height above the floor. -- 5406(d) 5. SMOKE DETECTOR REQUIREMENTS: A smoke detector is regui-red on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. L21O. (a) 4. rrFuture Studytr and rrFuture Storagerr lgoms are considered to be sleeping roon and subject to a].]. requirements of sleeping rooma. The srnoke detector is reguired to be wired to the building's power source. -- Sec. l-210. (a) 3. A srnoke detector is reguired on all stories. -- Sec. l-21-0. (a) 4.If the upper level contains sleeping room(s), a smoke d.etector is required in the ceiling of the upper level close to the stairway. --Sec. 12L0.(a) 4 OCCUPANCY SEPARATION: Between the qarage and the residence, materials approved for thr fire construction are required on the garalte side only and any doors between the garage and the residence are to be a self-closing L 3/8 inch solid core door. -- Table 5-B e Sec. 503,(d) ex #3 Removal and repair of garage wall to residence will require l- hr fire resistive construction replacement. STAIR REQUTREMENTS: A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b) The maximum rise of a step is 8 inches and the mininum run is 9 inches. -- Sec. 3306. (c) exc.f1- Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 3306.(j) Provide a guard rail where drop off is greater than 30 inches. Mininurn height =36 inches, maximum openinq size - 6 inches. -- sec. l-71-l-. exc L The minirnum headroom is 6 ft.- 8 inches. -- sec. 3306.(p) Enclosed usable space under the stairs is reguired to be protected as reguired for thr fire-resistive construction. -- Sec. 3306. (n) ATTIC REQUIREMENTS:L) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 3o inches or more clear height above the access. -- Sec. 3205. (a) 2) Provide ventilation in aLL attic areas. The net free vent area is to be not less than L square foot for each l-50 square feet of attic area. The vent area may be L/3OO if at least 5OA of the required ventilating .area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eve or cornice vents. -- Sec. 3205. (c) CRAWLSPACE REQUIREMENTS: 1-) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not less than l- square foot for each l-5O square feet of area in crawl space. openings shall be distributed on two opposite sides and be located as close to corners as practical . -- Sec. 251-5. (c) 6. Note: Vent openings may be reduced to l-O8 of the above if ground surface area is covered with an approved vapor barrier and the building official approves.For a 3l-43.0 sq.ft. crawlspace area:Ratio Minimum sg.ft. of vent t/LsO 2O.9s 2l Provide l-8-inch by 24-inch access opening to the crawl space area. Note: opening rnay be reguired to be larger if nechanical eguipnent is located in the crawl space. -- Sec. 251-5. (c) 2.3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is l-8 inches. The mininum clearance to beams and girders is is 12 inches. -- Sec. 25L6. (c) 2. ADDITTONAL REQUIREMENTS : For R3 occupancy THIS PROJECT WILL REQUTRE A SITE II,IPROVEI,IENT SURVEY. SUCH SURVEY SHALL BE SUBMTTTED AND APPROVED PRIOR TO REQUEST FOR FRAME INSPECTION. ALL CRAWL SPACES WTTHIN THE TOWN OF VATL ARE LTMITED TO A EARTH TO STRUCTURAL FLOOR CEILING HEIGHT OF 5" BE VENTIL.,ATED AS PER UBC 251_6(C)6 WITH MINIMUM ACCESS AS PER UBC 251_6(C)2 AND r'IAXrl,IIrM ACCESS OF 9 SQ. FT. ADDRESS NTJMBERS SHAI.JIJ BE POSTED PI.,ATNLY VISIBLE AND LEGIBLE FROM THE STREET. C)o z a -{n c o -{o z T m n =-{ @ m Enr lr Ffr= F E E Eli le s i c!" lfi ! 3 7 lgF :n[]riS Hxp d e 15= ; q H 9= s *G=6 S E E> fi 5 o T m u 3 f m z z , i u 9,-{m vz >m -{>m 'Tl r z H F z (Jl €!d z IT *F |< 3 t- o ,m I,r @ trl a-r t-uiii o>'r- z,O =l lfr \1 n t- =(It z l-t to l{ lz lo I'rt t<l> I' IF lz l9 I I l-I F.)ts tl lB I I N)\ I ul \| a.J 5. \o F'\o I @ o\o\ l-t lo t€ lz lo l-n t<t> lF l!lm lp lz l-r lo l€ lz lo ll t>t; lfi la --{ lJ mlo Fl; lo II t=t; lfl lz le I I I I 9z lq m; Hl zo z2 a) Al @ ttl ,-=\O=9-r o @ m x m .E -{o z (_o TD U' + m 'll F 4 v2 4 lt E l-+c tr" I O O l.\-?- @ (-rl N) =o z r- m =-l a z m m m l-< ' z l=t:It tr --t m -t I 6 z m f, t-c I'l fio<>_n-o m :l € Itl al N)-l =l (' Fit .F nl 'I Frl I ol FI I lo ?-x<A -tt io >'n 2.1 <z A- .! \,1 o z 6= m= n< = f (/, o =:t -=-.oot mc f *- -OFE- =€i6= arE=E +F;.3i :e ei;OO^.srX $;u-a E;l(q !a=e /"rO+=E )a 'at 6\ tf 'n o I m r -n 2lz' Fts 2l=l or X E lii qiF E l=r 3ie 5lgl 3r*2llt -l E o t:t H :u lY l>6l"l rr( "l I tF ot I "||l e^F 7/Ab8 'o m =-l z o snntrT soll,s P. O. Box 1957 Dillon, CO 80435 (303) 468-198e IruNEI.L }iAY 5188 GOBE CIRCLE Totfll oF VAIL, oo. 8165? APBIL 26.1991 SIIBIECT: FOUITDATION SOILS FOR EAST SIDE ADDITION STIBIECT SITE: WT 7. Bl,offi 3, FIFTE AI}DITIOT{, BIG K)BN SIIBDIVISIOf, VAIL, S. I),ear Howell, As requested I, visited the subject site on April 26, 1991 to observe the exlnsed foundation soils. fre Inrrllose of the vlsit nas to deternine tbe adequaey of the exposed foundation soils as to the desigu bearing capaeity. lbe additloa areas $rere exeavated to depths of 4' to 5' below existing grade iato a uediun dense silty sand rnd Elravel nith oeeasioqal cobbles. Based orr the soils observed the footing areas are adequate for sullport of the design bearing eapaeity of 250O pounds ller square foot. Prior to concrete plaeement all loose disturbed soils sbould be renoved or thorougbly eourncted. BespeetfuIly, llalter O. )---E o H rEE i eo FE= F E 3 D!719 s :iao l-o i 9 iF lI* I ' l< -r r l=P 5 IItri5 9lr o €r,: !l- I o-\, >= d e F9= A *B:6 E E ^> 5 9 a.t\m.i Xat F -rl m I T m n ={ q,z tq mil |lrI t!) |K lsr O l\o !F<l-o l\o -n \DN t =-{ (! m x m z (-o @ a -l m O F-F.o) c)o z (n -{F c o {6 z o z --{ o -t n t-m --t ;i t- 9.n -im nz >m -l>=m --t o €z m --t o 1 H t. z 3 T F Frl = r '71 =z F r"h w Ps l" g?bt>trl< FI EIE ulb rl-ttB tEt> I oi* I r!l l*l l(,Jl I o.l | \ol l-l tl II tl I t-m l- z,o = --r qn m I z c) z -l o --t z;--l c 3< 1Z 9G)n l-r lo l{ lz t9 l<t> IF lr l0 lz l E H P tri tt)P z z : o m \o F.\o I !5 ! lo l-t{F tzl L\ l<ti tE t< li-ta t';F l"' IF IF tz tY te t*'I I'd II I le(I t?,tFl l(, I tr I l-l tl lJ [n lci F t€F lzl lo lH t< t.-ll lw t ltr,l! l(/)lm lf tp t'- l= lF I lc)tlH I |td ltH lF lcl lol tF- I tr I EdI I tl u) l.J @ I --t ti mlO Fl= IO t:l> lr-lr lm le t7, I I I I I ld l€ l3 l<t>l. lfi 630 oqai roq U H'\< R ii* t::' =o)o '<Q{{E6-f d-"*do (D:1 J =+*o'9. -ro)f l-=P oi: od= E +t,:9i ?qg _f +i5 io ='o _.(J ^ff 'o=Q <=.* <OO =.r c ordr ==.F ^-r3= = o=laro ida : =.i {;6 3;3 ERA o=:('(D=. ar -o 0) € s. J 0'o o - J o -l t f f. o o I o L (o f .{-+ + +-r +I f^ \D qI Sr \n ca -n o =q, m t-n F @ I z o 0 - z >- m =-.t 6 z m m m lz 12 =It t- fio<>-nT o €o o o -ro ^tr €ra B -t i -1z c '= o o a)o rci *= >o oa m ao z c z_ -l I o z rn n c z € m J z =z ?<X X to m -p n --l m c 6-' TI i z P 2 a n K rq z H o 3 H z >H g ZZ E=-n !-l ;*F to llr>.n '= z () ,^lt Q O is ;c Fro 3 !R6= S b ::2. <t - _-t --ooo 82= z si n< = EI I t, 'F E z a FI a) t/) F {r r H z z H Fl r 7 FE I z UI F z F c z z o @ g f'o z 6)z o m a z z z --t -l g .=z nv (,Dl t-Y ()r x B P Ko F K E F H z (-{ c- s. \o i -.{ r- !m ="'t -n m m (t v, m -.1 m 2 c _9 m _0 o 2 --l fi 9 2 m s € ln o m =z .n m m X m c) z c 3 z o m m i o 2 o I fn x g 2 m = = m 3 ='Tl m m a VALUATION !m , =z 9 € E r- =|ll o - z l- t- z o m t-m o 6 f z o\(,i.J tl !._l u,F,}.F.oo 5D7.'13 )-/. qK+ tlr-r ha 7l: t .,'',.,: .1 ': ZONE CHECK FOR sFR, R, R P/S ZONE DTSTRTCTS 3 Filing PHONE PHONE 4'7- - ).:c/ DATE: 2'/7';',' ARCIIITECT ZONE DISTRICT PROPOSED USE LOT SIZE Ileight Total GRFA Prinary GRFA Does this How much 4 /i:,- -_+ t3€€g (,(Ars))dlr.,r I j;tr qty .: / ---;''l ?/,ir 201 151 15r r (30) l50) ,.1 // !, )J' il)' 2- t:' 3./61 7.5 neqrd ( 300)(60or(eoo) ( r.200) Permitted Slope 83 Actual Slope Date approved by Town Engineer: L) Flood Plain 2) Percent Slope 3) Geologic Hazards a) Snow Avalanche b) Rockfall c) Debris FIow 4) Wetlands 250 Addition?Addition is used with this request? ,'/,,) /t- #s(ue*Vue -" a Setbacks Front Sides Rear Water Course Setback Site Coverage ,Zi4 t 'Aa/LandscaPing -t 1". Retaining Wall lleights Parking carage Credit Drive: Environmental/Hazards : request involve a of the allowed 25o sq. ft. 10 X .*trr*, !: r,T %rO 7* **& PUBLIC TIOTTCE NOTICE Is tlEREBy GI\IEN that the Planning and Environmental Connisslon of the Town of ValI will hold a public hearing in accordance wlth Section 18.66.060 of the nunicipal code of the Tosn of Vail on February 25, 1991 at 3:OO p.n. in the Town of Vall Uunicipal Building. Consl.deration of: 1. A request for a rear setback variance at cascade Crossing at 1031 South Frontage Road on a parcel of land located in the northwest L/4 of Section 12, Toitnship 55, R81W of the 6th PM, Town of VaiI, Bagle Couty, Colorado Applicant: Vail Enterprlses Partnership )+ 2. A request for a f,ront setback variance, 5188 Gore Circler/ I-ci- 7, Bl.ock 3, Bighorn 5th Fiting. Applicant: NoweII MaY 3. A request for setback, landscape and sl-te coverage variances and an exterior alteration to the Lifthouse lodge at 555 East Lionshead Circ]:e/ Iot 3, I8lock 1, Vail tionshead lst Filing. Appll.cant: Robert T. and Diana lazier 4. A reguest to anend Sectl.ons of the Vail l{unlclpal Zoning Code to inpLernent the reconmendations of ttre Town of vai} eff,ordalle ttousing Study. Applicant: Town of vail The applications and lnforoatlon about the proposals are available for public lnspection Ln the coDnunity Developrnent Departnent office. Town of VaiL Coununity Developnent Departnent Pubtished in the VaiI Trail on February 8' 1991. D .t t s; .:- It o|r :-& .t !t \s O:l I* t a <ED pr.5 r-. o ci r,. F @5 QOK (JX at Lt @oo P{<oru|5 ul ri G'!' ol n o n a o FIL T PIAI{NING AND ENVIRoNI'IENTAL COUUf SSION February 25' 1991 t/d-, /'" /,1 1 i;t't.t I 67''/';:' COP Y Present Kathy Langenwalter Jin Shearer Ludwig Kurz Absent Diana Donovan Chuck Crist Connie Knight staff Kristan Pritz Mike Mollica Jil-I Kanrnerer Andy Knudtsen Amber Blecker The neeting was informally called to order at 3:15PM by Kathy langenwalt-r. In the absence of a quorum, the Conrmission reviewed items not requiring a vote. 1. Review of draft SPraddle Creek minutes frorn the Februarv 11' 1991 neetinq. This iten was taken out of order. The Corornission nerobers present, Kristan Pritz and ilay Peterson gave their corrections of the urinutes to the Secretary to be input into the final ninutes. 2. A recruest for a rear setback variance at Cascade Cros9ing at 1031 South Frontacre Road on a oarcel of land located ln lhe northrtest l-l4 of section 12, TortnshiD 5s, R81w of the 5th Plil. Town of Vail. Eaqle County' colorado Apolicant: Vail Enterprises Partnership Mike Mollica briefly presented the request. The background infornation on the project was explained. Cascade Crossing originally received approval for a rear setback variance of 5 fee€ on January 26, L987. A front setback variance for parking was also approved at that tiure. The project was issued a building pernit on December 1, 1989 based on the original plans subnitted, which relied on previous surveys perforrned on the site. Thi original property survey, perforrned by InterMountain Engineering, indicated that the project was within stated bounds, Subsequently, after the building pernit and Certificate of occupJncy wlre issued, Eagle valley Surveying' Inc. was hired to prepare an ALTA survey for the site. According to that survey, Lhe- northerly property line of ttre cascade Crossing parcel vas reconfigured, based on the original property.deeds to the I-7o right-oi-way. Because of the nelt proPerty line location, the existing building now slightly encroaches into the rear (northerly) setback. At the tirne the project nas built, all construction was in accordance with the approved drawings, Hortever, since the correct property line had been identified, the building was now out of compliance with the previously approved variance. Staff reconmended approval of the rear setback variance, citing Section Iv, subsections A, B, and C (1-3) of the staff memo as being appropriate to this application. llore specifically, the granting of the variance would not constitute a grant of special privilege, ttre variance would not be detrinental to the public health, safety or welfare, and that the variance is warranted for the following three reasons:1. The strict literal interpretation or enforcement of the specified regulation would result in practical difficulty;2. There are exceptions or extraordinary circurnstances or conditions applicable to the same site of the variance that do not apply generally to other properties in the same zone; and 3. The strict interpretation or enforcement of the specified regulation would deprive the applicant of privileges enjoyed by owners of other properties in the saure di.strict. In addition, the applicant agreed to perrnanently disconnect the exterior lighting on the north side of the building as a condition of approval of this variance, as wel-l as plant additional evergreens (consisting of 3 ponderosa pines) along the north wall to minimize the visual effects from I-7o. Jiro Shearer opened the discussion by stating that he was in favor of granting the variance. He also indicated he liked the fact that the north lights would be turned off, but that be would like to see even more plantings along the northern wall. Ludwig Kurz agreed with Jirn's cornrnents, and said they reflected his thinking. However, !1r. Kurz felt that rnore landscaping, specifically along the west side of the north walI would be beneficial . Kathy Langenwalter commented she felt strongly that the site would benefit from nore evergreens, perhaps a total of I trees, consisting of a mix of pine and spruce and, for better visual variety, the trees should be between 7-11 feet in height. When she asked the applicant if that would be acceptable' the applicant agreed. At this point, since no quonrm was present, discussion ceased on this request until a quorum could be obtained. Applicant: Nowell Mav Jill Karn'nerer sunmarized the staff position on the variance reguest for an entrlrway and bay window. She explained that the entry encroachment would be an approximate 6'-9tr encroachment into the front setback. The bay window would have an encroachment of approxinately 1'-3'r into the front setback. Jill explained ttre allowances for bay windons. She stated that a bay window may project not more than 3 feet into a required setback, provided ttrat the surface area of the projection does not exceed lot of the surface area of the wall surface fron which it projects. However, the proposed wl-ndow's surface area equates to 49* of the surface area of the wall from which it projects. This exceeds the allowable projection by 39t. There would be no impacts on other existing or potential uses or structures in the vicinity. However, staff believes that approval of the variance would constitute a grant of special privilege. There would be no effect on light and air, distribution of population, transPortation and traffic facilities, public facilities and utitities or public safety. In order for the Conrnission to grant the variance, there should be a finding of: 1. No grant of speciat privilege; 2. No detriment to the public health, safety or welfare, or rnaterialty injurious to properties or improvements in the vicinity;3. That the variance is warranted because: a. The denial htould result in physical hardship inconsistent with the objectives of the title. b. There are exceptions or extraordinary circumstances applicable to this site which do not apply generally. c. The strict enforcement of the regruJ.ation would deprive the applicant of privileges enjoyed by others in the sarne district. Staff recommended denial of the variance due to the fact that it nas a part of a najor renodel of the house. and it was believed that other alternatives could be found which would not require a variance. Staff also stated that the project did not meet any of the criteria for a variance. The architect for applicant, Pan Hopkins, addressed the Connission with the rationale behind the requested variances. She explained that the original structure was built i'rL L977, before that section was incorporated into the Town. At that time, the setback reguirements were either non-existent, or consisted of 1O feet. Parn stated that the remodel project was not one intended to inpact the entry area of the house. The applicant wanted the addition of an airlock in the entry in order to provide the fanily nith a place to store their coats. In addition, the bay windov sas requested to provide archltectural balance through the use of two donmers. The bay window, in her opinion, would be a visual |treasonlr for the eecond dormer. Applicant Noel May stated that his instructions to Pan had been to save as many trees as posslble, and the result had been tlrat the window and entry moved out, rather than back. In addition,there was a problem with drainage in the current configruration,with the result being dangerous ice at his entryway. He expressed his desire to have the architectural balance through the use of the dornrer and bay window. Kathy Langenwalter asked Parn Hopkins to explain the reason a variance was being proposed. Parn answered by explaining that they had been unable to find another, more practical , location for the entry. The request for the bay window was simply for a window seat and to give purpose for the second roof dormer, and provide a unifying architectural therne. Kathy responded that she could not find a reason for granting the variance for the bay window, and that she believed the same effect could be achieved through another method whereby the entire area of the bay window would be reduced by 2 feet. Ludwig Kurz agreed with Kathy and further explained that he could see no reason for the window to encroach further into the setback when there rrere other areas avai]abl.e. He did indicate that he Iiked the idea of an arctritectural tie-in, but felt it could be achieved without the use of the bay window. I{r. Kurz stated that he felt that the entry encroachment rras acceptable, since it did present a hardship to the applicant if the variance was not granted. Jim Shearer asked Ms. Hopkins if it would be possible to cut the bay window down. Pam thought it niglit be possible. In resPonse, Jim stated that he could see no reason to repeat the dormer at the expense of a variance. He did express his support of a variance for the entryway, rrith the provision of an airlock, as it posed a hardship for safety to the applicant. Connie Kniqht Joined the meeting at 3:4o p.n. She asked staff for a clarification of the current policy on airlocks. Kristan Pritz explained that there rtas no longer a specific provision on ttre size of an airlock and that it was now considered a part of o the cRfA. Connie asked applicant when they were planning on buLlding the entry and bay sindow. NoeI Uay answered that it nas planned at the same tine the rest of the remodel was completed. Connie expressed her feeling that a variance was not varranted for the entry, as she did not feel there was a hardship presented. She indicated she believed the entry could be moved back an additional 2 feet to elirninate the necessity of a variance. Kathy Langenwalter discussed her opinions on the request. She supported the entry variance on the basis of hardshl.p, since the present location was Ln better proxinity to the garage and driveway, and to move the location would be detrinental . However, she could find no hardship to justify the bay window. Jin Shearer uoved that the entrance variance be accepted wlth the provision of an airlosk. Ludwig Kurz seconded the rnotion. Pan Hopkins said the applicant would accept that motion, as there was no provision for a window in the building pernit. rf they could re-design the bay window, they would come back to the Connission if reguired. Kristan Pritz asked for a clarification of the motion to add the reasons the Conrnission lras approving the variance for the entry. She requested that staff memo, section 5, subsections A, B, and cl be used as the justification for the variance. Jim Shearer agreed to that amendnent to his motion, with Ludwig Kurz further accepting the amendment to his second. ilim Shearer proposed a furtler imendment to his notion that the issue of the bay vindow be tabled to a future meeting. Ludwig Kurz amended his second to include that provision. A further anendment by Jin shearer, and seconded by Ludlrig Kurz, was to add the provision that an airlock be providea in tht entryway. The vote in favor of the motion was a unanirnous 4-0. Since a quorum htas now present, the Cornmlssion returned to iten 2, the reguest for a rear setback variance for cascade Crossing. Kristan biiefly reiterated the reason for the variance request to Connie l(night, with the additional provisions the applicant had agreed to as a condition of approval . Ludwig Kurz moved that the application for a rear setback variance at the cascade Crossing Retail Center, located at 1031 South Frontage Road on a parcel of land located in the Northwest L/4 of Section 12, Township 5S, R81W of the 5ttr Plt' Town_of VaJ'l , Eagle County, Colorado be approved per staff recommendation, with the additional provisions that 8 spruce or pine trees, between 7- 11 feet in height, be placed along ttre north wa1l, and that the owner penranently disconnect the outdoor lighting along the north .wall. Jin Shearer seconded the motion. The vote was 4-0 in favor of the notion. Since it appeared that a quomm may not be able to be maintained through discussions of the renaining agenda itens, the Coromission discussed alternatives available to then. The eventual consensus was that the Coromission felt Lt was important for the full Commission to revl-ew the view corridor ordinance, and have the fuII weight of the Connission behind any reconmendation to Council . Ludwig xurz moved to table the discussion of the view corridor amendnent until the March 11 neeting. Connie Knight seconded the noti-on. The affirnative vote nas 4-0. Kristan Pritz asked the Conmission for approval of the January 28t L99L minutes before the quorue was lost. Connie lKnight moved to approve the minutes as written. Jirn Shearer seconded. The vote was 4-O in favor of the motion. At this point, Kristan Pritz reviewed the action taken by the comrnission during the meeting. She summarized: 1. Cascade Crossing variance was approved with the above-stated conditions.2. The front setback variance reguest for Noel lltay was approved with regard to the entry, with conditions, and the bay window variance request was tabled.3. The view corridor ordinance amendrnent was tabled until the March L1, 19.91. meeting.4. The ninutes fron the January 28t L99J- rneeting nere approved as written.5. The draft ninutes for Spraddle creek from the February 11, 1991 neeting were reviewed. Staff will contact Diana Donovan to discern any cortrments she has. The revised ninutes of the entire February 11, 1991 neeting will be presented to the Cornrnission for approval at the March 11, 1991 neeting. The date for the Planning and Environmental Conmission's ltorkshop was discussed. It was concluded that the staff would contact the absent Conmission menbers and propose Thursday, March 28 at 5:30PM for the workshop. The alternate dates would be April 1 or April 4. Kristan Pritz stated there would be a joint work session of the Conmission with the Council on March 5 to discuss the Master lransportation Plan. Staff will call the conrnissioners with confirmation of this date and tine. Kristan also presented the actions of the Zoninq Code Task Force to the Commission, stating that the 25o ordinance was most likely going to be elininated. On Thursday, Februaty 28, the Task Force would meet on the issue of l{u1ti-Fanlly districts and possibly the parking pay-ln-lieu ordinance. The final discussion centered around staff's direction with regard to the woodburning fireplace ordinance. Kristan presented a iunnary of the current actions and course for future review. Since a guorum was not available for further action, the meetLng was adjourned at 4:50 P.U. o PIANNING AIID ETWIRONUENTAL COIII.IISSION Febnrary 25, 1991 fEesag Kathy Iiangensalter JLD shearer tudwlg Kurz Absent DLana Donovan Chuck CrlEt connie Kntght eleff Kristan Prltz l{ike }tolllca JiIl Kamerer Andy Xnudtsen Anber Blecker The neetlng waB informally called to order at 3:rsr{ by l(attty LangenwaltEr. In the absLnce of a quorum, the ConmissLon reviewed itens not requiring a vote. This iteu was taken out of order. The connlssion menbers pi"""nt, Kristan Pritz and ilay Peterson gave thelr correctione of ttre ntnutes to the Secretary to be input into the final mlnutes. 1. 2. Dtike uollLca brl.efly presented the request. 'llhe background infomation on the proJect vas explained. Caacade Cross1ng originally receivea-approval for a rear setback variance of 5 fee€ on ,linuary ZG, lbe?. A front setback variance for parklng was also approved it ttrat tine. The project was issued a bullding pl-r:nit on Decenber l, X989 based on the original-plans sulnittldl which relied on previous suriveys performed on the ;G;:--rni originar propert! sun'ey, performeq bY rnteruountaln engtneering, liaicatLa Lfrat-the projeEt was within stated bounds. subsequently, after the buLldlng permit and certifl.cate of 6g;up;;;t vSie tssued, Eagre vairey sunreyl'ng, r1c. wae blred to prepire in ALTA Eu:rvey for the s-ite. According to that 6u11'ey' itre'nortfrerly property tine of the Cascade Crossing_parcel_ras reconfigruredl LaELa on ttre original property.deeds to the I-7O rLcrht-oF-way. Because of the new property llne location, the existlng Uu-itding non slLghtly encroaches into the rear (northerlY) setback. At the tine the project was built, all constnrction vas in accordance with the approved drawings. However' eince the correct property line had been identifled, the building was now out of cbmpliance with the previously approved variance. staff reco'rnnended approval of the rear setback variance, citing Section IV, subsections A, B, and C (1-3) of the staff ueDo as beJ.ng appropriate to ttrls applicatl-on. !'lore Eltecifically, the granting of the varl.ance would not constitute a grant of special privilege, the variance would not be detrinental to the public Lea1th, -safety or welfare, and that the vaiiance is warranted for the following three reasons:1. llhe strict literal interpretation or enforcement of the specified regulatlon vould result in practical difficulty;2. 'llhere are exceptions or extraordinary circumstances or conditions applicable to the same sLte of the variance that do not ipply generally to other properties in the same zonet and 3. Tbe strict interpretation or enforcement of the specified regulation vould deprive the applicant of priviteges enJoyed by owners of other properties in the same di.strict. In addition, the applicant agreed to per:uanenlly.disconnect the exterior lightLng on the north side of the building as a condition of approval of this variance' as well as-plant additional evergreens (consisting of 3 ponderosa pines) along the north wall to nininize ttre visual effects from I-7o- Jin Shearer opened the discussion by stating that he was in favor of grrantlng the variance. He also indicated he liked the fact ttraf ttre nortn lights would be turned off, but that he would like to see even more plantings along the northern rrall . Ludwig Kurz agteed with Jimrs conments, and said_they reflected nis tf,infing. - Holtever, !lr. Kurz felt that rnore landsc?Ping' specificalli along the west side of the north wall rrould be beneficial . Kathy Langenwalter conmented she felt strongly that the site wouLd trenitit from more evergreens, perhaps a total of I trees, consisting of a uix of pine and apruce andr, for-better visual wariety, €tre trees should be between 7-11 feet ln height. tillren she asked the applicant if that would be acceptable, the applicant agreed. At this point, since no quorum rtas present, discussion ceased on this request untit a quorum could be obtained. 'l 3. Applicant: Nowell ltlav ill1l Samerer tunnarlzed the staff posl.tion on the varlance reguest for an entrlrray and bay wl.ndow. She e:<plaLned that the en€ry encroachnent would be an approxinate !'-9n encroachnent into the front setback. The bay window would have an encroachment of approxiuately 1'-3o .Into the frqnt aetbaclc. JiII e4llaLned ttre allosances for bay wlndovs. she Etated that a bay wlndow rnay project not nore tlran 3 feet lnto a regulred selback, prov-iaea that the surface area of the proJectlon doe-s- not excie-cl lOt of the surface area of the wall surface fron whj.ch Lt proJects. tlowever, the propoeed wlndow'B surface area equateF to -lgt-oe the surface area ot tfre walI fron whl'ch I't proJeets. TtrLs exceeds the allosable proJection by 39t. There would be no lupacts on other existlng or potential uses or structures in the vLclnity. Hortever, staff beLieves that approval of the variance would constitute-a- grant of speclal pi-ivt1ege. There rould be no effect on-Iight-and alr, &istrilution of population, transportatlon and trafflc faclllties, publ-ic-facilities and utilltles or publlc eafety. In order for the Corunlssion to grant the varlance, tlrere ehould be a findlng of: 1. No grant of sPecial Privilege;2. No detrlnent to the pubLic health, safety.or welfare, or naterially inJurlous to propertles or lmprovenente in the vicinitY;3. That the variance is warranted because:a. The denial trould result in physical hardship inconsistent with the obJectives of the tLtle. b. There are excePtions or extraordinary circunstanees -pplicable to thl-s site uhiclr do not apply generallY.c. ftre stitct enforcement of the regrulation would deprlve the applicant of privLleges enJoyed by others l-n tlre eane diEtrict. Staff reconnended denial of the varlance due to ttre fact that lt was a part of a uaJor remodel of the house, and it ras believed ttrat oiher alternailves could be found whlch uould not reguire a variance. Staff also etated tfiat the proJect dldt not neet any of the criteria for a varl.ance. The archltect for apPllcant, Pam Hopkins, addressed the CommLssion with tbJlatlonale behlnd the requested variances. She eq)Iained that the original. atnrcture waa built ln 1977, befordthat section was tn-orporated into the Town. At that o tlne, the eetback reguireuents rtere eLther non-exLstent, or consisted of 10 feet. Pan stated that the reuodel proJect was not one intended to lnpact the entry area of tbe house. The appllcant wanted the addition of an airloclc in the entry in order to provide the fanily vith a plaee to store ttreir coats. In addition, the bay window waa requested to provide architectural balance through the use of tso do:rners. The bay window, in her opinion, vould be a visual ireasonrr for the second dor:uer. Appllcant NoeI Uay etated that hls Lnstructlons to Pam had been to save as Dany trees as possible, and the result had been that the sindow and entry moved out, rather than back. In additi.on, there uas a probleu rrith dralnage ln the current configuration,with the result beJ.ng dangerous ice at his entrluay. He expressed hls desire to have the architectural balance through the use of the dorT oer and bay window. IGthy Iangenwalter asked Pan Hopkins to explain the reason a variance was being proposed. Pam ansnered by explaining that they had been unable to find another, more practical , Iocation for the entry. The request for the bay window was sinply for a uindow seat and to give Puryose for the second roof dorner, and provJ.de a unifying architectural thene. Xathy responded that she could not find a reason for grantlng tbe variince for the bay window, and that Ehe believed the sarne effect could be achieved through another nethod rhereby the entire area of the bay window would be reduced by 2 feet. Ludvig Xurz agreed with Kathy and further explained that he could see no reason for the window to encroacb further into the setback when there uere other areas available. IIe did indicate that he liked tbe idea of an architectural tie-in, but felt lt could be achieved rrithout the use of the bay window. Ur. Xurz stated that he felt that the entry encroachment was acceptable, since it did present a hardship to the applicant if the variance wa6 not granted. Jiro Shearer asked Us. Hopkins if it would be possible to cut the bay window down. Pam thought it uight be possible. In response' Jiru etated that he could see no reason to repeat the dorner at the expense of a variance. He did express,his suppor9 9f a varianLe for the entrlntay, with the prov5'sion of an airlock, as it posed a hardship for safety to the appllcant. Connie l(n5,ght Joined tbe ueeting at 3:40 p.m. -She asked staff for a ctarieicltion of the current pollcy on airloclcs. Kristan Pritz e:<plained that ttrere vas no longer a speciflc provisign 9n the sizJof an airlock and that it was now considered a part of o t the GRFA. Connle asked appllcant shen they were plannlnE or-t bulldlng the entry and bay-window. Noel Uay anesered t-bat !t vae planned-at the sane tl.ne the rest of the remodel was coupleted. Connl.e erpressed her feellnE t[at a variance was not warranted for the e-ntry, ae ehe did not feel there waB a hardshlp- oresented. Stre lndicated she bell.eved the entry could be uoved iaclc an additlonal 2 feet to ellulnate the necessJ'ty of a variance. Xathy Langennatter dlscuEsed her opLnl-one o! lhe-reguest- shg- supp6rtea-tlre entry varLance on the baEle of hardshlp, sllce the prlSent locatl.on rsls Ln better p-roxinlty !" $t9 garage-and Eriveway, and to nove the location would be detrlnental. Howeverl-she could flnd no hardshlp to Justlfy the loay wLndow. JLn Shearer noved ttrat the entrance varlance be accepted wLth the provision of an airlock. Ludwig Kurz seconded ttre uotion. Pan HopkinE said the appLicant would accept that notlon, as there was no provision for a-window Ln the bullding penoit. If they could re-design the bay window, they would coue back to ttre ConniEsion Lf required. Kristan Prltz asked for a etariflcation of the notlon to add the reasons the Conrnisslon 1yas approving the variance. for the entry. ghe reguested that Etaff neno, section 5, subsectl'ons A, B, and Cl be rised as ttre Justification for the varLance. JLn Shearer agreed to that aneirdrnent to his notLon' wlth Ludwig Kurz further a6cepting the arnendnent to hls second. Jln Shearer- ProPosgg :-furtirer inendment to his notion that the lssue of the bay wlndos be tabled to a future neeting. Ludrtig Kurz anended hl's second to include that provlsion. A further agendment-by ,lln Slrearer' and ieconaea fy f,irawig Nurz, vas to add the-pro,vislon that an alrlock Ue proviaei in th6 entrjmay. The vote Ln favor of the motlon was a unaninous 4-0. Slnce a quorun was now present, the Coronission returned to lten i, tne rdquest for a reir setbick varl-ance for Cascade Croeslng. Xiistan lfieety reiterated the reason for the variance-reque-st-to Connie Knight,-wlth the addltional provislons the appllcant had agreed to as a condition of approval . LudwiE Kurz noved that the applieatLon for a rear eetback virlaice at the Cascade Cros-].ng Retail Center, Iocated at 1031 South Frontage Road on a parcel-of land located ln the Northwest lja-"t- sZcif5" i2, Township 5s, Rstw of the 5th PM, To_wn.ot v1*ll Eigle County, Colorado be approved per staff.reconmendatlon, wlth thE addittoiif provlsJ.ons tnit 8 spruce or pine-treea, b9tye91 Z- ti feet tn hetgirt, be placed along-the north wall, and that the 5 owner pernanently disconnect the outdoor lighting along the north wall . Jin Shearer seconded the notion. The vote was 4-0 Ln favor of tbe notl.on. Since Lt appeared ttrat a quorun uay not be able to be lalntained through discussions of the remainlng agenda Ltems. the Couml.ssion dLscussed alternatives available to then. The eventual consensus was that the Conulssion felt it was J.nportant for the full Commissl.on to revl-es ttre view corrl.dor ordlnance, and have the full weight of the Counission behind any recomlendation to Council. Indvig Kurz noved to table the dLssusslon of the viev corridor anendnent until the Uarch 11 neeting. Connl.e ltnight seconded ttre lotion. The affirnative vote rras 4-O. Xristan Pritz asked the Connisslon for approval of the January 28, L99l ninutes before the quorun was lost. Connie l0right moved to approve tlre uinutes as yritten. Jin Shearer seconded. The vote yas 4-O in favor of the motion. At this point, Xristan Pritz reviewed the action taken by the Conmission during the meeting. Sfre suamarl.zed: l. Cascade Crossing variance was approved with the above-stated conditions.2. The front setback variance reguest for Noel l,[ay was approved with regard to the entry, wittr conditions, and the bay windov variance request vas tabled.3. Ttre view corridor ordinance amendment was tabled until the llarch 11, 19P1 meeting.4. The ninutes from the January 28, 1991 meeting vere approved as written.5. The draft nl.nutes for Spraddle Creek fron the February 11, 1991 Eeeting were reviewed. Staff trill contact Diana Donovan to discern any comnents she has. The revised minutes of the entire February 11, 1991 neeting will be presented to the Connission for approval at the ltarch 11, 1991 meeting. The date for the Planning and Environmental Conroission,s workshop was discussed. It was concluded that the staff would contact the absent Coumission meubers and propose Thursday, March 28 at 5:3OPlt for the workshop. The alternate dates would be April 1 or April 4. Xristan Pritz stated there would be a Joint work sesslon of the Conmission with the Council on l.tarch 5 to discuss the ttaster Transportation PIan. Staff will catl the cournissioners with confLrnatLon of ttris date and time. Kristan also presented the actlons of the Zoning Code Task Force to the Comission, stating that the 250 ordLnance rras uost likely going to be elininated. on Thursday, February 28, the Task Force I .t t uould Deet on the Lesue of Uultl-Fanlly distrlcts and poesibly the parklng pay-ln-lleu ordinance. The final discussl.on centered around staff's directlon with regard to the noodburnlng fLreplace ordlnance. KriEtan presented a Eunnary of the current-actions and course for future revlew. Slnce a quorpn wae not avaltable for further actl.on, the ueetl.ng vas ailJourned at 4!50 P.U. Project Application ,^," /f s/ t r Project Name: Proiect Description: Contact Person and Phone 9*^ Owner. Address and Phone: Architect, Address and Phone: Legal Descriptio n: tot / , etocx Comments: , zon" -5F Design Review Board ,^. f/'t/V D ISAPPROVAL Summary: Dale: E statt Approval E-ised 2/19/9L U Jllv - I. DRB APPLICATION - TOWN OF VAIL, COI,OR,ADO DATE APPLICATION RECEIVED: DATE OF DRB }TEETING: aaaaaatala TEIA APPIJfCATION l[ILIr NOT BE ACCEPIED UNTIIT ALL REQUIRED INFORUATION IS SUEIiIITTED t**attattt PROJECT INFORMATTON: A. DESCRIPTTON: B.TYPB OF REVTEW: New Construction Addition Minor Alteration Conceptual Review / ADDRESS:c. D.LEGAL DESCRIPTION: Subdivision If property is described by description, please provide attach to this application. 4 Lot / Block /2 - a meets and bounds legal on a separate sheet and E. ZONTNG: loT AREA: If required, stamped survey showing applicant must provide a current Lot area. G. H. F. I. NAME OF Ma.iIing dress: APPLICANT I S REPRESENTA IVE: Phone 000 ooo 000 000 000 000 NAME OF APPLICANT: Maili.ng Ad-dress: J. K. NAME oF ohrNERs, N0|A6U, Mrtq .AIGNATURE (8} ! MaiI Address: Phone Condoniniun Approval if applicable. DRB FEE: DRB fees are paid at the tlme of issuance of a buildinq oernit. FEE SCHEDUI.,E: VALUATION $ o-s 10,$1O,Oor--$ 50, $SO,COr--9 1sO, sLso,ool - $ 5oo, $500, ooL - $t , oo0, $ over $1,000, FEE I r-o. 00 $ 25.00 s so.0o $100. 0o 9200. 0o $300. oo TITAOUE OI|ITERI 8 AIGNATURE rNO APPLICATION nflJf., BE PROCESSED Conrrnitlnrnt [s lnsure LAT{D TITLE GIARANTEE COIVIFANY MINNESOTA IITLEA\ HOME OFFICE 3033 Eart First Ave,,5uite 600 P. Q. Box 5a40 Denver, CO 80217 321-1880 FAX 322-7603 ADAMS 9'101 Harlan, # 100 Westminsler, CO 80030 427-9353|FAX 430.1572 ARAPAHOE 7700 E. Arapahoe Rd.. f150 Englewood, CO 80112 770-9596ltAX 290-9040 ARVA OA 52140 Ward Road, #200 Arvada, CO 80002 420-0241/FAX 423.1 365 BETHANY 11059 E. Bethany Drave Aurora, CO 80014 750-1717 1FAX 750-5412 EAST 3300 S. Parker Rd., f105 Aurora, CO 80014 751"4336/FAX 745-2669 FIDOLE R5 GREEN 6400 5. Frddler5 C' r!'cl €ng{ewor:d, CO 80111 771-4539/[AX 7 71-45?6 HAM PDE N 8821 E. Hampden, f 100 Denver, CO 80231 750-4223/FAX 750-426 7 JEFfJER5ON 710 Kipling, f ?02 Denver. CO 80215 232-31r 1/FAX 2 38,2956 5OUTHW€57 3609 5. Wadsworth, rll5 Denver. CO 80? 35 988-8550/FAX 980-83 24 YOSEMITE 3600 5. Yosernile, #255 Derrve r, CO 80237 694.2837/FAX 843-0407 BOUTDER 2425 Canyon Blv,J , t230 Boulder, CO 80301 444-4101IFAX 786-8423 . p. e. tja,,.':i: :.". t1 ., - : /176 7?5|/I",rii,r r ,/\\_l .,. ,. SRECKENRIDGE l, () Il()r 2.atJt) ?00 ftorl t \ Rrdge Ereckeriridge, CO 80424 453-2255/FAX 453-6014 CASTLE ROCK 5 12 Wilcox Castle Rock, CO 80104 688-6363/FAX 688-0143 COLORADO SPRINGS 102 S. Telon, # 100 Colorado Springs, CO 80903 634-4821 iDrrect 595-41 1 3 FAX 634-3 190 PASKER '19590 E. Main 51., t105 Parker, CO 801 34 ti41 -4900 VAIt P. O, 8ox 357 108 5. Frontage Rd. W. Vail. CO 81658 476-2251 /Direct 595-961 3 FAX 4 /6-4 534 46ENIs CURANGO 'I 20I Marn Avenue Dur;]frgo, CO 81303 247-5860 FAX 247-9089 ,.:. ,, \t (r (if. I i , t,l LAHD TITLE GtIAFiANTEE COfiIt.ANY To Insure TITLEA MINNESOTA AITA Commifnent- 1 970 Rev. ' TITIE lNsuRANcE c0MPANy 0F MINN€s0IA. a Minnesora corporation. herein called the company, for a vatuabte consideration hereby commirs ro issue rts poricy or poriiieJor ritr"i.ir"ncl, a;l iiliffii. - rcneoule A, In favo. ol the pro@sed lnsured named in Schedule A, as o/vner or mortgagee of the estate or tnterest covered hereby in the land described or refefred to in Sfiedule A, upon paymtn-t orine piemiums anO charges therefor; all subject to the provisions ol Schedules n Jnoiiino to tire cbnlitlonrinJ slpui.ion,hereol. This Commitment shall be etfective only when the identity of the proposed Insured and lhe amount or me polrcy or policies committed for have been inserred in schedule A heieol by the compiny,;ith" .t iil,Ift,oi the issuance of this Commitment or by subsequent endorsement. Thls commjtment is prelminary to the issuanc€ 0f such pohcy or policies of tiue insurance and all liabilitv afls oblisations hereunder shall cease and teminate six monihs uhr, lttlinictiue liiJ-riiri'iiii^iili tilii,ir,r'7 or policies committed for shall issue, whichever first occurs, provided that rire tiiture olisue ilh ;i,ry;,policies is not tre fault of the Companv CONDITIONS AND SIIPUIATIONS 1 The term "mortoaoe". when used herein, sha|l incrude deed of rrust, trust deed, or other securiv instrumenl. or other matter arrectins rhe esrare or ,$j"$ '1;ifft','ifi,',1fffrY,iT,'lrtrt*nn*!* m'n;j,.n:Utfl:nl$illflf,mif:;,',#' " t0 disclose such knowledge to the Company in writingittr;e companyshalt be ierieueo r.. ii.-u'riry toi unv ,06 o, o..age resulting lrom any acr of reliance hereon to the extent the companv is prejudiced by faiiure of thepro'posed Insured to so disclose slcn mowteoge. ll the proposed Insured shall disclose such knowledge to the companv. or if the companv othenvise acquirei iituat inodeage oia;yiil il;ri, iim, enoimbrance, adverse claim or other mafter, the company at its option mav amend schedule ti ot this commltmeiticiordingly. bui such amenoment st'air nor relieve the comparry from liability previously incurred pursuant to paragraph 3 ol these Conditions anO St,pulitions. parties incruded under the derinition or *,,0'; ,li?Jl* :l;i:&'ltfll[i,1',1#],Tilil1$ffili1i,Yl] h,|fiffiT,llXT.'#'H;$Xilo '*n undertaking in good iaith la) to comply with the requirerents -nete6ior {b) to eliminate r*.pnoniir'6*n in schedule g. or {c) to acquire or creare rhe esraie or interest or mortgage thereon covered by this commitmeni. rn no r*nt rr'url such liabitiry lxiero ttrc irornr ,rrted in schedule A lor the policy or policies commined lor and such liabilitv is subject h the insuring provisionsind tne conditrons anti s6;il;;;.d the.exclusions from coverage of sre form ol :l|Sr3[?1frf;il"#lfred lor in favor ol the p,oposedlnsu,.d wtriitr are nereov incorporared by reteience and made a parr or rhis co;mihenr ercepr as companv arisins our of the starus orrheJr'',,iijg;,'J':l,lH$ll; fiJi[[3i?iil:Lti|:!:!i'#:"[HT#il i'#,,1ffi11{i;xiTJ;:g:,,'and are subje* to the provisions ol this Commiment. STANOABD EXCEPTIONS coverase above referred to, trris commitrlleiill:?lJ:J[[lTT:i:i[t^ffj '' the conditions 8nd stipulations and Exclusibns rrom l. Rights or craims of panies in poisession not shown by the pubric records.2. Easemenrs, or claims of easemenrs, nor shown by thd pubiic,;;;orO* -- which a correct survey and inspection ,i;{ii{ii*,,:ii;i,'lll*i]llii'}'fiy', i;'di:lj#: i*:.*mr,:11r,'lrs, and anv racts imposed by law and not shown by the puiliiliellel' or risht to a lien, for services, labor or material theierofore or heieafter furnished, appsarins inrhe pubric records or,:::".,ti':,ii":'dfi!l{'i**'fLi:f#XiiiJi;,ilif,T*1ffliJ',lll*iili3;',Xi',,qui,,, ol record for valus fie estats or interest or mortgage thereon covered by this commitment. name and searto be hereunto :n:t tt'! il'JT:i':H:5it"',i#fJH:!'l,','i:llil'r:l$li:'iH l3',:ilillJli.'.',11T,.,l'n..,by a validating officer or other authorized signatory. Yw*.wq "i{t'ufu TITLE INSURANCE COMPANY OF MINNESOTA SCHEDULE A Application No. VL5977'2 For Information onIY BIGHORN SUB charges -AIta Lender Policy $337.00 Tax certif. $2o.oo Endrsnt # 100.00 $20.00 Endrsrnt # 100.29 950.00 Endrsmt # 103.1 $50. 00 Endrsnt # 335.6 $2o.oo -TOTAL-- $497.00 Wlth your remittance please refer to Vl'5977-2. -ftor**7 L. Effective Date: October 02, 2. PoJ.icy to be issued, and proposed rrALTArr Loan Pollcy 1970 Revision. L990 at 8:00 A.M. Insured: ? 4. $1"75, 000. 00 Proposed Insured: TltE PRUDENTIAL HOUE MORTGAGE COMPANY INC. , j.ts successors and/or assigns The estate or interest in the land described or thiE Cornnitnent and covered herein is: A Fee S1nple Tltle to the estate or interest covered herein effective date hereof vested in: NOWELL R. MAY aNd FRANCES ANNE MAY referred to in is at the 5. The land referred to in this Conrnitnent is described as follows: LOT 7, BLOCK 3, BIGHORN SUBDIVISION, FTFTH ADDITION, ACCORDING TO THE RECORDED PLAT THEREOF, COUNTY OF EAGr-,E, STATE OF COI,ORADO. rAl'D lft SCHEDUI,E B-1 (Requirements)Application No. VLsgT?-2 ,'' The followlng are the requirements to be complLed with:L' Pa'nent to or.for the account of the grantors or rnortgagorg 0f the fur'r consideration ioi-rie estate or interest to be lnsured. 2. Proper instrumen!_!:l :":"ting-the estate or interest to be ineured must be executed ana-auly iir.i-rJi i!"ora, to_wit: 3' DEED oF TRUsr-rRoM NowELL R' {AI and, FRANCES AMI_MAy To THE puBrJrc rRustEE oF EAGLE couNrv FoR rHE usr-'oi-rrrn pnubn:iiriif'soun uonrcaii-c6ipally r,nc. ,ite successors anaTor--isrrn;' ro sncuni-rii"iui.r oF gr.7s, ooo.oo. THE COUNtry CLEIK AND RECORDERS_OFFICE REQUTRES RETURN ADDRESSES oN DocuMEnrs snni-i6n nrconDrNct t ==a= ,:r' i t :i| r, ,rl:i AGE Project Application o^r" €r.il7. /6 . /? ?a l4t ') Project Name: //l 4 f dr -< . Project Description: contact person and enon. PAtrt tloPFtal s 476*7 ? o / owner, Address and phone: /l/or"' t7/ rt f , 5t 6 I GaPe Ct '' G-, 1/4 /t, Archirecr,Addressandphone: PAru t/t;Ptt"ss, 7)/ 6.e; (?r>-e AP., ,/Ua,l, r O E/A,r7 a'7r -z^nt Legal Description: Lot /atoct € 1 Comments: Design Review Board 1 i ' //.Motion bv: ta 7 fr n seconded oy, "J ltalt ' /') ' Date Se lz /t. t"co D ISAPPROVAL Sum mary: .,\/./,1P.J,6,,, c/A /t) E statt Approval DRB APPLICATION DATE APPLICATION RECEIVED: DATE OF DRB MEETING: ;;.;;;il1;r33:l]:ltroN wrLL Nor BE AccEprED uNrrl ALL rNFoRr{ArroN I. PRE.APPLICATION MEETING: A pre-application -meeting with a pr.anning staff nenber ?:::y1I. sussesred -ro dei.ermine-ii uny uda:.ii""ui' . It . is the appt ic-nElE :l:.. ":.::*lgg*: i:la r. . submi rU i - ;;r"; J.i!ii, l"="i!ll I ll.l :::p:*:piritv-€o-,nExE ai' uppointr";; ;i[;'it!'siarr to r ind ::::":".:::':::-"911:l:,:l "rri-ti,";;;i;;'.nI'liii"lll :::::::_I:"_yoy' projecr by decrei;i;; il;-nil;.;"5;::::i:l::i :l :fi;o"ir tnit ih;-;;;-;lv-IEiij[i!E!."o"" :::* i:'?:", rl,, llb""ir^Ty ::.. *_'".ii+;;a ;; i;;l'I=o" iili'g permit 1s issueil .1,rrurrL Ls rssued.. Application will not be processed without owner,s signaiirr.. ----' '' A.PROJECT DESCRIPTION: LS /t0t7 ffc,D sEP 0.tr 1990 OF PROPOSAL:B. uuDqrvrsionW zoning W NAI'TE OF APPLICANT ,c. NA}'18 OF APPLICANT ' S REPRESENTATIVE: Mailing Address: Phone Mailing Address: /; E. NAME OF OWNERS: ETGNATURE (S) : Mailing Addressl Phone F.Condominium Approval if applicable. I.OCATTON Address Legal Description Lot 1 Block 4 Subdivis lon Phone DRB FEE:ennit is ard for. VALUA?ION $o $ 10, 0oL S 50, oo1 cl Rn n^1 !|,avv, vvI $500, 001 $ over 1.0, 000 50, 000 1Rn n^^ 500, 000 L,000,000 1., 000, 000 FFF s 10. 00 I 2s.00 $ s0. 00 s100.00 $200,0o $300.00 -s -) (0vER) { ;t' LIST OF }IATERIAI,S NA}18 OF PRO.TECT: LEGAI DESCRIPTION: IOT-? BIPCK + suBDrvrsroN S?REET ADDRESS: DESCRTPTTON The followincr Revlew Board-information is before a ftnal reguired approval TYPE O!' for submittal can be given: I'TATERIAL to the Deslgn A. EXTSTTNG TREES TO BE REMOVED BUILDING MATERIAI,S: Roof stding Other Wall ltaterials Fascia Soffits Windows Wlndord Trlm Dogrs Door Trin Hand or Deck Rails FIues Flashlngs Chlnneys Tragh Enclosures Greenhouses other IANDSCAPING: NAME Of PIANT MATERIAI,S: PROPOSED TREES eonmon Nane sTlNa N6 B.Designer: Phone: ouantity Size* -- !-_- *Indicate for deciduous trees. trees. cal iper fndicate DATE:4 LEGAL DES ryIIoN: Lot ADDRESS OWNER ARCHITECT ZONE DISTRICT PROPOSED USE 16l SIZE . Height Total GRFA Prlnary GRFA Secondary GRFA Setbacks: Front Sldes Rear Water Course Site Coverage Landscaping Fence/R€taining I{aII Heights Parking Credltst carage Mechanical Airlock storage Drive: S1ope perrnitted Environrnental/Ha za rcts : ZONE CHECK roR SfR, R, R P//S ZONE DISTRIqIS Block ? tfiing PHONE PHONE Allowed (30) (33) 201 151 l5l 4 Proposed 4b' 4"12 -t a0' lr. I l2 t? l47o (30) (s0) | ;e1 lu lo 7 + (300) (6oo) (e00) (1200) (50) (r00) (25) (s0) (200) (4oo) Sl.ope Actual Avalanche Flood plaln Slope Geologlc Hazards Zoning : Approved,/Disapproved Date: sraff sisnEElE ; X' *tt;''f!,r.,- *"T^tr*t* fl*f PUBLTC NOtrTCE NOTICE IS f,EREBy GI\ZEN that the Plannlng and Environnental CornnLssLon of the Town of Vail will hold a public hearing ln accordance wl-th Section 18.56.060 of the auniclpal code of tbe Town of Vail on Febnuary 25' 1991 at 3:oo p.n. in the Town of vall t'tunlcipal Building. ConEideratlon of: 1.A reguest for a rear setback variance at cascade Crossing at 1031 south Frontage Road on a Parcel of land located in the northwest l/4 of Section 12, Township 5s, R81W of the 6th PM, Town of Vail, Eagle couty, colorado Applicant: VaiI Enterprises Partnership A request for a front setback varl'ance, 5188 Gore Circler/ l-ct 7, Block 3, Bighorn 5th Filing. Applicant: Nowell uay A request for setback, landscape and site coverage var5.ances and an exterior alteration to the Lifthouse l.,odge at 555 East Lionshead eLEcLe/ Ipt 3, lBlock 1, Vall Lionehead lst riling. Appllcant: Robert T. and Diana Lazier *2. 3. I 1 a. A request to anend sections of the VaiI l{unicipal Zoning ' "ode to iuplenent the reconnendations of the Town of vail Affordable llousing Study. Applicant: Town of VaiI The applicatlons and Lnfor:mation about the proposals are available for pnblic lnspectlon in the coununity Developnent Departuent office. Town of Vail Connunity Developnent Departuent Published ln the VaiI Trail on Febmary I' X991. z;iiT,i.:.8?l:i"Donahue o il::"3l*0.3T!'nta Rversou Stephen & Rosalie Dinenberg 461-1 Frontier Littleton, CO 801-23 J.A. Vanderheiden Arvada, co 80004 vail, co 8L658 Stephen Helbing Boyd Berrlman 6615 North Scottsdale Rd. willian t Barbara Haaker Charlie Parker Scottsdale, AZ 85253 11164 East Baltic Place 694L South Uinta Aurora, co 800L4 Englewood, Co 80112 Koehler, Inc. John & Nancy Delauro John H. Salazar 1301 So. Pearl Street 3745 S. Oneida Way 230L Green Oak Drive Denver, cO 8021,0 Denver, Co 80237 Littleton, CO 8012L /-23t2'Ao7b )t's.\'tr wagner Equiprnent company John canning - ffi!*U P.o. Box 380388 5198 Gore Circle f" Denver, CO 80238 vail, CO aL657 td /^c't*? a&nzs /'Tn*^LJ 'l - 7 -q / t:o .' E.E --8,-4-91 t-tOH nHoFk I nE P- ett -l 47 Aq.Lrq.C a ger Sho rriou: NAI{Er r^, cl O o Snowdon and Hopklne r Architecte ?9t.Gore creek Drive g0g-47&zzol Vail, Colorado Aigiz il wE ARE TRAN$lIrlrNc 4 pAGEs, xltct.uDrNc rHrs @trER IBANSUISSTOU IS Nqr COITpLETE, SLEASB CALL (303) 476 ,-' PLqASE DELIVER EfiIg Fil( fot rerur Jll,r& *o^n, Chl4tL DEQ ,u t, *Fl - lls't SHEET. e301 ig r'l rF ttsrs FAX 'S DATE &rnry, ,4 ft!@ l41l JI(L - a+tW AF6 -fWWHAtHNa @ r& r++# w&ffi'&4rw-/ 1P I+W l4kq ffitwt@ '1ltailLL+ Pan+- qFl- 4-er AfMr J.00Jr N PARCEL NUI'l9ER lnElH 11=4€l Aq. $trtr at?rtc.oco, PR0teifY CwrrfR Lrq.C I gGF .Sr-ro Ceurty ef EIGLE LlST - CcNoo C00: ? 0?, -1 d ?-1 5 .001 TAr 0rst 0119 tEC . 182 TdN-R,{G -9099 d00( - ?478 PAEE'l8ae gEO{R POINT TOT{HOUSES UNI T 1 1/9 II{T. TN TFACT nH r=Fk I nt P-A2 r?Cr?3 01-?8'?{P6gr e 101 - 001 Agc wcJo a STATE PARCE- NU.tAER ANO LEEAL DfSCRIPTION - l' -..r rl. ra -. - - 15 - r-- r tr -- tt- a ---r ?t- l a--L -_ - _ t' OI{N; R NAI/IE ANO AOOR E5S 5 rF +.1t- t- - - - - - - r r r, r. - * r | --- - -r - a 003t502 00NAHUEr. JFB0t'lE I 673I.URBAN iIRCLF ARVA0AT C0 90006 cLAsS A Sstss ' & BARBARa L. 11 50 1et0 GTASS' 1t 30, l2t0 15e1. 9651 .rr.r-.t-rrt:, 11191 30ft Ft AgFEt 6761 t. )00 0 0.100 0033564 HEtBINGT STEPtlEll C '66.l5 N0RHT SC0TTS0A,8 f,lA0e SUIT SC0TTSDALE, at 85?93 2091-1EZ-15-00? TAX OIST J1]9 sEc - I 3e t/N-R tlc -?099 LOl - 0C7 600( ' C?3t PA3: - lel? CEO{R PsINT TOt.I{HOUSES AssEs$ 15CC 111 4l ..,!'..'-'.r. 1244) 005550{ K0EtlLEhr INC.?J0l 50. PEIRL Sl. ,DENVERT C0 80e13 CLASS ASSE$S sQR ET 1150 13tl 59ee 1e50. e633 0 --------r. 1093C 003 35 03 RY€RS0lrlr AllTH0\r, 0YltT.llA B0I 5075 51I5 9LACK gORE DRIVE VII[e C0 01t58 CLASS ASSESS sQR BT 1150 1390 s139 1?50 10ef I 0 --q-i-r-- 12ee3 sQR iT aCfgS UNIt 8'l 1/t INI. I'l TRAcT A & Cl 5 t68 l. 100 0 c, ?00 a0?p-18a-1t-005 TAl( 0rsT 0119 SEC - 1a? t,lN'd{G .2C99 800( - t330 pA3: - t7?1 celIR p0ItiT T0r{'rilcusEs UNIT J 1/9 TNTT IN TRACT Lor - 003 AgC AiRiS 3. J00 9,100 AF,RiS 0.000 c. 100 a0? t-181-19-00? TAX orsr 0ft9 $EC - 19e .T,{N-R\G -2099 800( - Csei FASE * 1140 CE0qR PDtrNl T0iltrtguiE5 UNIT A 1/9 INT. Iil TRACT toT - coa Agc ' E,.E E -. 4-s L l"loH tiI*- Aq.LroCl!tF Sr"r"TIfrrHopk I t-t3 P-et3 strtr lf cclorrdor courty of E[6LE 231?0r25 01'?E'91" Atttru.005.tt FR0pERTY ot{{FR LIST'ccN00 c00i Prg. 1' PAREEL NUI.IBER OI{NER NAilE ANO ADORES5 STATE PqRCE L ilJ{8ER ANO LECAL DESCRIPTION ,r.-t--?-- - r-trri---r------------!,rrrrrrrtirr-blirDrr-t, 0013t0? i09l*1s a-1 t'00t "1 ' BERRTHAN' gCYO A.-CCULTERE {ARCI TAX OIST O1]9 HAA(Etr ftILLrAilr E. & BAi6ARA !4r sEc - 1 8z 'T'tN'R'tE '2099 t0T - 015 1f154 lASt IALTTC PLACE 80C( ' J49l ?AS= ' 1567 AURtrRAr CO 50014 CECIF POINT r0r{H0iJSES CLASS ASSESS S{R !T ACRiS UNIT 5 '/O INT. IN TRACT A ! g 1150 1671 7t+1E 0'000 re30 _---.:::3 0 o.too ' : .|1303 0051561 0ELAUR0T J0ilN E' I I'tANCt' Fr 3?4t $r 0NEI0A ,{AY 0€NVEBT C0 80a3? 2 0e r-1 8 ?-1 9.00 6 TAt( 0r sT 01 19 slC . 1la tdN-i{c -?09t tOT - 006 $00( - J4e4 PlGs - l41l qE0 tR c0INT T0rlvH0uSEs CLASS ASSE8s STf, FT ATR:s UNIT 5-I 1/? I{T. I\ TRACT A & C.1130 165J 735i 0.C00 P01t8Ul 1253 e71t 0 0, C00 11541 03]5566 ?09)-11/*15'008 DELAUR0T; JOHN E. & llANcY F. TqX 0IST 0119 374i SoUTX 0N5I0A t,t0t SEC - 132 T/N-Rrr6 -?099 LoT - 008 DENVERT C0 E0a57 800( - l2{B. PAGi - l9E4 ceDqR pcINr T0!'{Hou9es blass assEss sQR sr AcRES uf,rrr B-3 r /t rNt. ti: tRccr A & c,1130 1 261 5505 0. C00 1e50 9?1J 0 0,000 -a b----- r. 10e7J . j ir." 0033562 Z09t*1nt_l Jr[Qr 0IN=t{9ERGr 5TEPHEN 9 RgJAtle TAx 0IsT 0119 4611, FR0I{TIER SgC - lii2 t'tl-r{G -?09e tOT - 00i LITTLET0NT C0 301a5 103( - 0241 FA6: . )157 cE0rR p0INT T0'dlHousEs CLASS ASSESS 50R rl ACRIS UNII r.{ 1/9 INt, I{ IRACT A.& Cr 11 50 149C 6se9 J.000 1?30 11140 0 0.000 rtst..rrtt-.: 1265l. . ,:="-.4-e1 HctFl ,a*" Aq.qq,c.=G'- st1--SnHeFklng P-€l4 ' Stttc ot Coler'ador Geurtv rl FaGtE 21t27t25 0lt-?8-t1 alt4.u.0ol.h PRoPERTI 0ll{ER LIgT - c0N0o coo! Ppsr ' 5 tt:' PASCEL }IU[3ER OI{NE8 NAI'IE AND ADDRESS SlATT PORCF. NU.IBFR AND LEOAT DESCRIPTI]N - -r -r a-rrF fl - a - - -. - r - - - r r !F r r r'-. -r*-.-r.b-r--rq.rr-arorrirrrrrla---.--at-rtr- 00s5506 ?09r.1E?-15.004 YAi-l0ERH!t0EIe J.Ar-J0tltlSgNe ll.L. llX DISI 01]9 FAR(ERr C||ARLIE RUFEINo d 4. C0t SEC - 182 TCN-R{o'a090 LoT'1C4 6941r $0rJTtl UINTA EN0Llll0CDr l0 tJ11? 400( - C390 PAG.- * 1843 CEDIN POTNT TOIJ'IHOU5F5 cLAsS ASSESI stR rT ACR:S UNII { 1/9 INIr IN TRACT'A & C | 130 141 0 d?E9 0.000 1?30 1091D. 0 C.J00 -l-e aira a' 1232) TOTAL NUIIBER OF NA'.IESI ) OROEREO BYt SNO'{OON ;'t 'l', ,.'j:4 ' ,.a: I i '',ir.:- TO snowool,t & HoPKtNs o#,,rrarc 201 Gore Creek Drive vArL. coLoRADO 81657 LETTft @F TRANSNflITTAL DATE 14./}N 4 / IJOE NO ATIETITION R€ A/*t/ E?/J/DW, t/A:FlAl,//t6 ARE .ENDTNG tou fi D Shop drawings F aoor of letter Attached I Under separate cover via K ! ! Samples the following items: D Specifications Prints Change order ! Plans ! (3O3) 476-2201 COPIES DATE NO.OESCRIPTION li lllutl4o gr1 -fr t I lllffi,b fllm I /,./4 ffi*h i *ht tu rtuNurs fua 0*t,C., THESE ARE TRANSMITTED as checked f p For a pproval ! For Your use ! As requested below: ! Approved as submitted I Approved as noted ! Returned for corrections Resubmit-copies tor approval Submit -copies {or distribution Return-corrected prints ! U n n For review and comment ! FOR BIDS DUE REMARKS 19- ! PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: ProuJcr ztG2 /1;@|4,6,ftr, k ot{/l ,t lacrosrraa rr. not aa notcd, kin<tly nolir,/ us .t onca. -\.-, l'tD' -, ,a ) rz lttr t/r./)t APprication hut" ./4JA/y' /3q/ ,' FOR A VARIANCE APPLICATION ADORESS 8. NAME OF APFLICANT'S REPRESENTATIV AOORESS I. This procedure ls required for any proJect requestlng a variance. The applicatlon will not be accepted untll all ln?oimation is submitted. A. NAr"fE 0F_ ^ppLtcAflr Nnll)hL Llfi(/ - l/klUue? fr1041 ' ' ,vnont, UAh , ln z ,71 _ enow 41bAel c,print) ADDRESS D. E. LOCATION ADDRESS OF PROPOSAL bl uz&lfr T.EGAL uEscRrprroN uorJau ocl ? F*\NG #lbt/I?lt 4- _ FEE $IOO PAID ,/eK #Jblh_ raon NfllU4il) F. H*? THE FEE MUST BE PAIO SEFORE THE COMI4UNITY OEVELOPMENT OEPARTMENT }IILL ACCEPT YOUR PROPOSAL. F. A llst of the names of owners ql_l!] plgqglly adjacent to the subject property INCLUOING PROPERTY BEHIN0 AND ACR0SS_STREETS, ani their maillng aidresses. THE APPLICANT wILL BE RESpoNSIBLE FoR connecf ITAILING aooiesie5.---" II. A PRE-APPLICATION CONFERINCE I,tITH A PLANNING STAFF MEMBER IS STRONGLY SUGGESTED TO.)DETERMINETFANY.ADOITIONAL INFORMATIoN IS NEEDED. IIo Rpp[TcRTToH-tlTii ge AccEPTED uNLEss IT_IS comPLtTE (r'rusr INcLuoE ALL ITEt"ts REqUIRED ay rxi-ioninc l9IINltIR4Iql). Ir Is THE RppticrHt's REspoNsrBrLrTy To nnrs aH Rppoililrenr }IITH THE STAFF TO FIND OUT ABOUT ADDITIONAL SUBMITTAL REQUIR.MTHTI. -'" PLEASE NoTE THAT A CqY!!EIE,APPLTCATTON l.lrLl STREAHLTNE THE APPR0VAL pRocEss FoR I9lR"l3glFgI..9I^PEIIIFIII-JHF.l'luI-B-gB oF c0N0rTIons or npFnovnr iHni iiii-FiiHNrr're {x?,"FxllR?,ry,IF,NItL^c"?H{r::,igt,llAy_lli.fgL4iE,_-4tL c,r'DrTr'Ns-'F-AiFnovnl-mfulr se COMPLIED I.IITH BEFORE A BUILDING PEB\IIT IS ISs!M. IlI. FoUR (4) CoPIES 0F THE FoLLolIrNG MUST BE SUBMITTE0: , A. {_lllTItI STATEMENT 0F THE PRECTsE NATURE OF THE_VARTANCE REQUESTED AND THE .REGULATI0NlNV0LVED.THESTATEl'|ENTMUsTALS0AD0RESS: l. The relationship of the requested variance to'other exist.lng or potential uses and structures in the vicinity. '---"- y' 2, The degree to-which relief from the strict or'literal Interpretaqon and enforcement of a specified.regulation is.necessary.to.achieie compatibilitr,and unifonnitv of treatment.ailong sites in itre viitniti-6i-ii ittuin tn". objectives of this tiile without grant or speiiai privirege.- - OVER \ i:) l (:r t r:tr:l(:i AdJacent Property ottners to 5188 Gore Circle IJog ?, Block 3, Bighorn Sth. Lot 5. Block 3, Bighorn sth +5168 Gore Circle wagnar Eguipt. co. PQ Box 380388 Denver, Co 80238 Lot 8, Elock 3, Blghorn Sth #519e Gore circle ,tohn Canning 5198 Gore Circle Vail , co 81557 Across the street: Lot 5, Block 2, BiEhorn 5th #516s Gore Circle John tt. Salazar 23or Green oalr Drive l,lttleton, Co 80121 Back of property: Tract A Cedar Point Townhomes PIeaEe note that the County will not give me the nanec and addreseEs of the 1.3 condo owners over the phone. There le a Iarge gravel parking lot separatlng our properties, pcrhaps thls ie trTract Atr. considering that we are talking about a ema1l encroachment onto the set bacl< on the opposite side of the property rnaybe the folks at. the clty will let this get by. 'aJ- \:) r1, .)1D<+a) o w)vtv'/. 'au" "f .t t DtrFtsBTMtrNTT @F ,E@MMUNNTV DtrVtrL@FMENT XXXXXXX sALEs AcTroN FoRM .IOTAL &rouNT 0t 0000 41330 COM. DR/. APPUCANON FEES 1 0000 4ts40 ZONINO A}.ID ADDRESS UAPS r 0000 42415 I9E8 UNTFORIT BUILDINC CODE | 0000 42415 1988 UNtFoRu PLUtrBlNo coDE 10000 42413 1988 UNIFORI,I IIECHANICAL CODE 0t 0000 42415 T988 UNIFORI.I RRE CODE | 0000 42413 1987 NATIONAL ELECTRICAL CODE | 0000 42113 OT|{ER CODE BOOKS t 0000 4ts48 PRINTS (MruRs) 0t.0000 42412 ox coplEs ./ sruors I oooo lzszt rY FEES ./ ne-uvsracnon OFF HOURS T'ISPECITON fE= CON1RACTORS UCENSES ?EES 0t 0000 al6t3 .sICN AP?IICAIION {r V,\x \\\\uti \, d:($.; -\T $\H -Fl \ 'r \\t \t t\ to \ r\, lr- {---{ ,t ;\ t/.-\l-l a -T !.r al r ;rl I :-| +t F =u, z J F F z 2 ' F z e>&r I'F F:< <Qo .- - z dHql -g,e|l.a9Z z-<<Qz zzA o<; < (.)o14z 3d3 *X9 <o-9o'i Fo<a> - r({} z IJJ F o uJ 2 s \l F z ut : UJ gl F lll t uJ o J tt a E E q lrl o o z -!o J -l o = lr o =, =e F E t NOrrvnlvA :9- -\-f-l o ot 2*N z z F 9q nO 9a ;> -z :< o- (J >o FO ;.i o PLIJMEilNGi/MECHANICAL TOWN OF VAIL PEFIMIT E OF BUILDING: oF woRK: ! ruew ! noorrron n neruooer ! nepnrn ESCRIPTION OF WORK: PLUMBING: NUMBER MECHANICAL: NUMBER VALUATION $VALUATION $ REMARKS:REMARKS: PERMIT FEE PERMIT FEE ! eppnoveo TOTAL FEES: $ fl orsappRoveo DATE o E c -F-l f o 9=Z-,Oo -l ;=trl 3, 1 -l I t- 11 t- m t-- I .Tl t- D D -J 'n ch J - > 2 o m m =m z -t >ll ;z c z n m oI tr :--YO z i.{>F PSidr!€;o>(,*<u F>.,:_ii-";r > _o>: =.i:;tr :=;i" ^Z tt1 a> " Q>o ioc-tx afr * = z -=zzY >> - Zir oK6us i. tI. az- _> Coo>- .{!'l>;-lat,a - z ln I m =-l tl z fi z z t a -l N: o<o! 2: <:: s5 : z 9> Z^= NN (,O I ARCHITECT m 2 |n t- m o =z .n € VALUATION z F a h z U E I z T $a > J e F FT z rd B 2 o z 3 It J ,1 F.t J F ir z F I Q Irl ord >E <F < :_ 14F ocr) 11 z :< /^Z ZY MF a<<9 >F ;< o F O F z O Ll z = e 4 z + F =!c llJ UJ !c IJJ o ct z z g E I z r! E llJ g, F ul E )t! cc I a I! J J F i i I I I t ! .E =tr =H l-oO -,2 =q l---I l E NO ttvn'lvA E-rA {\r<'\l)o .' :*N UJF 2 o9 -a z F :=d.6 FE 9o -> :z :< >o FO ;.i o '',t O t"t.lt DESIGI,{ REVIEIII BOARD DATE OF IlIUETING: MEMBERS PRESENT: ACTION SUBJECT: TAKIJN BY }IOTION: VOTE: APPROVIID : ' --z-' SECONDND BY: AGAINST: ABSTENTION: FOR: DISAPI)IIO\/IjD: SUlrllrlAliY: # Project Application Project Name: Owner Address and Phone: Architect Address and Phone: Legal Description: Lot atoct 3 , p;;;nn Zone:. Zoning Approved: Design Review Board .i/Date Motion by: Seconded by: APPROVAL DISAPPROVAL Summary: Oate: Zoning Administrator Date: Chief Building Off icial THE LINCOLN DgVORE TESING LABC cotonADo sPRlNes. cotoRADO t I I I I t I George D. Morris, PE.1000 W. Fillmorc Coloredo 5prln91, Colorodo 30t-6 32-3593 I Soit restins I E::l,T;.7 Motcriols t ros's Concrgle Borch De sign Aspholt Mi x Dc s ign I Georosic Inf6rpr€lolion I Til,,#;;' lbv Rogisrered t ';*;"i:l:' Gcologists t ';f;:i: Colorodo t Puebro, Colorodo I Roct sprinos, lVyom in ! I ctrnwood sprines Mo n tro! t I ::ilil: THE LINCOLN-DeVORE TESTING LABORATORY MEMBER: A.5.T.M. A. S. C. E. cEc ACI tday 13, 1976 Dabner & Dabner P O Box 2101 vall, colorado 81657 tttnr llo Dabnel Gaatlenenr frananltted herewith ls the report concornlng tha subsurfaee goLls invaetlgatlon nadc on Lot 7t Block 3 of the Blghorn Subdlvlalon' trlfth Additlon ln Eaglc County, Colorado. Rcapectfully aubnlttedt LINCOLIC-DCI'OBE TESIITrc IAB. Z-^*/Z-7tu- Kenneth o. w.r4 EnEinaer by G.orge D. l|orrlsr P. B. KL,l.t/san IJDTIJ JOb f,o. L3342, (iS-212 I I t T I t T I THE LINCOLN-DeVORE TESTING LABORATORY Aspholr Mix Des ign I Geotosic I ntorprefotion I Groundwoter H ydro lo gy lbv Regi stored I "r"j;;"j::;' Geologi sts I cotorqdo Sp rin gs, Colorodo I Puebro, Colorodo I Rock sprinc!, Wyoming I crnwood sprine! M otlt rota I ::il:::: I I MEMBER: A.5.T.M' A.5. C. E. cEc acl SI'BSURTACE SOTIA IIrVESTIGATIOX ror 7, BrocK 3 - Brcm$r sItBDXVrSrOr' Frlrg ADDTTTON B,AGLE COUAnf' COIORADO 1000 W. Flllrnoro Colqrodo 5prln9r, ColorPdo 303-532-3593 George D. Morris, PE. Soil Te sring Foun dotion Evoluolion Moteriols Tecls Concrole Botch Design I t I I I I t I I I I I I I I I I I I 4ESTRAQTT !!he eontent of thir relnrt is a foundatlon and slte study for a grop,oeed resLdcntlal structurc to be loeated on Ipt ?, Block 3 of thc Blghorn Subdlvlston, Flfth Addltlon ln EaEle County, Colorado. Aftcr eonslderatlon of thc lnvcrtigatton and tegtlng program deacrlbed hercLn, lt le our recomrendatlon that a gultable ehallorr foundatlon eystern conaletlng of eontlnuous well footlnge benoath bearlng wallg and tgolatcd rpread footlnga bcneath colunns, lf any, be ugsd to carry the wclght of the propoaed gtructura. Thege foundatlonr ehould ba proportloned on thc barls of an allowable bearlng capaclty of, 2500 paf wlth no mintnun dead load rcgulrcnents. Foundatlon prerlures ghouldl bc baleneod to wlthtn !3Oo paf for axtcrlor bearlng wallg and +200 psf for Lcolatcd colunne. CrLtcrla for balancl.ng should be on thc bacls of dead load plus one-half llve load. Botton of, footlngs ehould bc located a ninlnun depth of, 4.5 fGst, or Ereator aB sp€cifted by local bulldlnE eodaa, btld the ground lurf.cc for froet proteetl-on. lll raconmcndetlonc arc rubJoet to tho Ilnltatlonc rct forth hersLn. -t- I OEIEBILT I This report uNB ruthorlrsd by t{r. Tln I Dabner of Dabner and Drbner ln vall, Colorado.I . fhe Ette ls located on Ipt ?, Block 3 of r the Alghorn SubdlvieLon, fifth lddtton in Eagle County, ColorrAo. t The propoged structure Ls to consirt of a typlcat alnEle fanlly I recidentlal unit and, thorefor€, foqndatlon loada are antl.ctpatsd to t be very llght. I ltrs tol,oEraphy of tha sLte Ls ralatlvcly - unlforuly sloplng to the eagt ln the bulldlng ar€a. Bord€vetr, I I relatively steep slope dropplng to the floodplain of, oore Creck to I the Eouth doeg exlst on the aouthErnmogt thlrd of the clte. In - general, the slte llaE ln an area contalnlng relatl.vely thlck deposLtr r of alluvlun. I I FIELD rII\lESf,rGATrOI: I T'wo test pits were dug on thc stte located I ag ehown on the TeBt Flt L,ocatl,on Dlagran. Excavation $aa acconpllehcd I by mcane of a byrilraullc baekhoc. Eoth test plta were excavatsd to a I total depth of 1I.5 feet, Bulk sanplca were obtalned fron the walXr I of the exeavatlon. tn general, uaterlale encountorcd eonelatcd I of 5 lncheg to one foot of topsoll, 3 to 7 feot of el.lty to wcll I gradcd rand aIluvtum, 3 to 6 or nore fset of wcll grradcd sand tarncc I materlal contatnlng graveD and cobble and bouldcr eLzed ueterlel,t aleo all.uvlal tn nature, r -2- I I t I I t I T I I T I I I I I t I I oo flthough no fra€ wrtar gurface sar Gn- countcrcd ln elth.r of thc tso tGit pLtc, the cloee proxlntty of the elte to GorG erGak lndleetea tlrc poaclbitlty ol groundrnter belng ancountered at or ncar foundatlon lcvel durfuqr tLnee of hlgh ratcr. Fleld loga are avallable for lnspectton ulnn rcquest, fron our offlcc. I,ABOR.ATOBY TEttlIfG PROGRAIiT Ir{olgture content (r8${ D 2216) waa obtalned ln the laboratory f,or alI aanples. A graln :llc analyels (eSry D 4Z2l and dcternlnatloa of tbe Atterberg l,lnltt (f$$i D 423) ware perforncd on a nunber of sauplcs f,or purpoges of elagrlfLcatloa. A dlract ahear teat was perforned on thc uaterLel oneountercd at foundatlon levcl la ordcr to estl"nate the ehear strcngth characterlgtlce of tbc foundatioa goils. DESCRIPTIOE-OF S [8,ATA T As shosn by the borlng loge, thc strata nay be grouped l-nto two basic types of uaterial. SOIL TrPE fO. Lr Ttrlc materlal ia bordcrllne betwcen a allty and well gradod send. rt Le rlght brown tn coror and aleo contalnt eone gubrouaded to aubangular gravcl and cobbl. typc natcrl.al. It ls tha noet predouinant sotl tlpc found at gharrow foundatlon lcvel and rl11 eontrol the alloueblc beartng for dcrlgn of, r strrllow foun- datlon ayetom. AsaunLng that the groundwater Lrvol arrocletcd wLth the f,lowa ln Gore Crcet could reach a lcvol naar thr rhallou foundatlon sy8t€o at aonc tine ln the future, tbc aarrl.nun allwable brartng -3- eaprelty whlch ghould bc pernltted os thls natcrtal rould bc on the ordcr of 2500 paf. llhe naterlal ls non-plastic and non-oxpanEi.vot theref,orc, no nlnlnun dead load requtreuents ulll be nade. SOIL ryPB XO. 2r fhir naterial ig claselfled ae a rsll gradad sand wlth a eignlficant Srerccntage of gravel eiga naterlal. It can aleo contain aome bouLder and cobble sl,ze naterlal. It ls of rmderate deaalty and moderate to htgb pemeablttty. fhie naterlal ls very simLlar to Soil grpe Xo. 1; honcvor, l-t contaLns a gone'hat enallcr percentage of allt elzE naterial. It wouLd have an allorabla bearlng calnelty for ehall-ow f,oundatlon systcms on the ordsr of 4000 pef, Eoth SotI lYpee No. I and 2 are alluvlal ln nature. Although Eone srlnor eettlemente uay be aesoclated wlth a ehallotr foundatlon eysteu on these goils, settlenent should not be axceesive ae lonE ae allowable bearlng capacity values are adhered to. fn addition, those settl.emente that will take place should occur very rapidly and should be very nearly complete by the endl of the conetructLon perlod. -4- I t I I t I I I I I I I I I I I I I I o COFCLIFI0XS F RECO||ITEIDTIIOIS r Bascd upon our analyolt of the roLl con- dltlons and proJeet characterl.gti.ce prevlouely outlLned, the follcrlng rccouuendatlonr are nadc. If tha proJect charactcrlgtles are chanEcd fro,n thoee lseuned hereln, our recornmendatlona nay regulre aone nodlflcatton. I. It ls resonneaded that a ehallonr foundatlon cyrsten eonclctlng of, cithor contl.auoue rall footlnga beneath bearlng wal1g or leolatcd aprcad footlngs benaath colunns, if any, be used to carry the wclght of thc progneed gtructulc. ghesc foundatLonc ehould be proportlonedl on the basls of an allowable bcarlng eapacity of 2500 plt r{lth no nlnlnun dead load requlrenents. Foundation pressures ehould be bel- aneed to wlthin +300 psf for exterlor waLls aDd +200 pcf for leolated eolunns. Crlterla for balanclng sbould bo on the baEis of dead load plua one-half llve load. Foundatione should be Loeeted a ulnlnum depth of 4.5 feet, or greater ae epecifled by loal building eodcs, below the ground surface for frost protectl,on. la) Adequate drainage muet ba provl.ded in tbe foundatlon area both durlng and after conetructlon to prevent the gnndlng of, water abova foundatlon naterl.aLs. Tlr€ ground surface around tha rtrueturo should be graded sueh that surf,aee watcr wlIl be carrLcd qulckly csry fron the structure. Roof dralns ehoutd be carriad across backftllcd trcas and dfucharged welL ewry frorn the structure. fb) Any topsoil or debrls chould be remvcd lron tbe con- gtructLon arca prLor to beEinnlnE eonrtructlon of thc foundatlon. fn addltlon, should any poekets of debrls or organ!.c naterlal be -5- T I I I t I t T I I I I I I t t t t I encountered dur excavatLon o of the footings, thie materlal ahould backfill compacted to 95?6 of maxlnum be removed and replaced with Proctor deneity, ASTl,t D-698. Ic) If floor slabe are ueed, a capillary break or gravel bed of 4 to 6 inchea in thickness should be used beneath the slab. The gravel ehouLd not eontain a large amount of fLnee. Thie gravel bed should be provided with a free drainage outlet to the surface and should not be allowed to trap water beneath the floor slab. Floor elabs below the exterior grade should have vapor barriers beneath them and above the eapillary break. Floor slabs should be constructed ao as to act independently of all bearing walLs and cclumns. ld) Backfill around the propoeed gtructure and in utllity trenchea should be compaeted to at least 90?( of maximum Proctor density. The native eoils nay be used for this purpose. litaterial should be placed in liftg not to exceed 6 to 8 inches comyncted thlcknees and at a moisture content approxlnrately egual to the optimum Proctor moisture content, plue or ninus 2%. In areae where the foundatlon may rest on backfill,, the soils ehould be compacted to at least 95% of, maximum Proctor denslty. Backfill ehould be comlncted to the denelty reguired blr nechanical neans. No water flooding techniques should be uged in the placenent of backfill on thle slte. Ie) The opcn footing excavation should be inspected prlor to the placement of concrete to establish that qraterials of the proper dealgn bearing calncity have been encountered and that no soft spota or debria are present ln the foundation ar€a. Ig) Sulfate content of the golls on the site ie low to moderate. A Type II Cencnt Ls recomoended for uae in all concrete o ing -6- T in contact titlth thc soil on thig elte. Under no clrcumstanceg ehOuld I calclum chlorlde ever be used in fype II Cement. I II. rt is extremely inportant, due to the nature of data obtal-ned I by the random aarrpling of such a varlable and nonhomogeneous material a as soil, that we be informed of any changee ln the subeurface condl- I tions from those assumed and outlined in the body of this report.I Construction personnel should be made famillar with the content of I this report and instructeil to report any of theee differences immedl- I ately when encountered. It ls believed that all pertLnent points r concerning the subsurface soile on thls site have been eovered in thls t report. If questions arise or further information is desired, please ,- feel free to eontaet the Laboratory at any tlme. T T I t T T I t T t -7- t?")i '{ T}If, LINCOLTI.D.VORE TESTINC L AIORATORY WYO|il{G: Rock Springs Colorodo Springs, Puoblor Gl0nwood -ll'c/e ,/"= 4C' l"/z,B/o</s E,j lo , n ,'-i / c/t t, t tzat.at /rt// ..4.// *i"- I I I I I I /_ __t rP -/ tr 7F- tr y'/arn Llo.z .2rtz.c iiloolroaa. Gumiron. 7it,/ ,4,/ /"".lon f)t;graz4 I I t t T I t T I T I I I I T T I I I I I t I I I I I I I I I I I I I I I I SY!4BOLS & NOTES I | 9/L2 Standard penetration drive I wumbers indicate 9 blows to I drive the spoon 12" into ground.t- I f, sr z-t72" sherby thin waIl Ll samPle I t \ r, Ntstural lloisture Content I I l.* Weathered or DecomPosed Soil I =--l Free water table lV" Natural dry density I r.s.-Disturbed Bulk samPle lO soil type related to samples ,", -, | - in report ffi] Top of formation I O Test Boring loeation I A seismic or Resistivity I station I Standard Penetration Drives are made by driving a standard 1.4,' split spoon sampler into the ground by droPping a 140 1b. weight 30". ASTl"t test des.D-1586. Samples may be bulk, standard sPli spoon (both disturbed) ox 2-L/2" I.D. thin wall ("undisturbed") Shelby tube samPles. See log for type. Combinations of often used and AS SP,,/SM. these slmbols are are labeled e.g. sn4BoL GW GP GM l.r (- sw SP SM sc ML CL OL MTI CH OH Dt-. DESCRIPTION Well graded gravel Poorly graded gravel Silty gravel Clayey gravel Well graded sand Poorly graded sand Silty sand C1ayey sand s ilt Lean clay Organic silt Elastic silt Fat cIaY .(HigfI plast ic ) Organic clay Peat Hard formation (any type) Geologic slnnbol given e.g. KP = Pierre Shale llNC0tN-DeV0RE TESTING IAB0RAT0RY COTOFABO SPRINGS, PUEBLt), C()IORAO(]_R(lCK SPRIIIGS. WYOMIIIIG NOTES & SYMBOLS T IT I I T t t I T T I t I I t I I t I Tc,t flolr No Top E Icvct ron 7P- / Dl nru . L././ o.." < ttLt) r. 3t/ 1/.e.-.f.-t r.P.; ,.... ''Lr, @ z' - t' srt-s r<, a fi t wEr - t.+'/.\f, t.aa1.. .- r 3^,o i ,'..L. tlLr rB d"' 1.8"7" @ o,,Ba^] a F t44oY Gaat.L;.otatat ttu 5..7- r^\V.) ttao xot" @) r"o. ro '', I r.)ln E t pL a<.,..d zp.o2d.t.'o @ -<' . '-".-o aNy.oot.^.'. l5 tl tlr5 ;2o 20 25 25 JU 30 35 35 40 DRIL LINC LOGS LINCOLN -DevOR E TE STI NG LABORATORY COLORADO SPRINGS_PU EBLO COLORADO I I I I I I T T I T t I t I t t I T I Date TtlSt 1 1 1A')cs -242 +/ 5u/ to MTW L. l.{ 3 f'l z H h z tq !i l I i i".0 lli /a" k Ps,.,' Gravlty _ ::.,_.___-_ content 4..3% -_.- slze- -_Q?025 )z . v 2.08 i .' i-+-1 =:-ffi +-'--.-*=l- - D -./-c v t: S1e",re S rz^% Passlng 100. 0 31 1 _ Ba.z L/?" _ _ 8Z.5- '2, I F. ,'85. 9 77 .9 II rl Sample No Spec I fic It )leture Effect- ye Cu \7-:_- 24 .3 Cc Flneneas Modurur' T-Ii SEAF lN(, 2500 N.P _{ tr''jFi r S ulf s i - ,pF[l LIN':-'OLN-D.::V.r)RE 1i-S1 iNG IAB.; TATORY /j()LL'!AI_rlJ ,qP!r.i . : S. CC)LORi ,lO 8o11 Sanpl. SM/svl Go l1n i ck BT-iq-9!"9:-y1il .nD tt rd 100 90 80 ou 50 4U 30 20 n ProJ ect: SempJ.e 1o0 | I I ltt t, !.J r- cl \- r', ,. GRAIN SIZE ANALYSIS T I I I I I T I I t I t I t I I I I t F{ H 3 f'l z H ft 91 2 fd fr1 6o1I Sampiejvl ProJeet jolhick Senple Locatloil * with qrave I Residen(.e, Vai I T-i-. #l (a R',-- rr*.rr- !.- L3342 ' GS-242 Date -4 /3O /'16 Tcst bI__JfRW _- 5;-T I : -. Flasii' - S:.eve Sieve S iz:% PasElng 'r 1')" GRAVEL lo0 90 80 60 50 40 30 20 lo n loo I tYz" Sam;rle No.- Gr.onl f in lirar-ri r ', ltkrlsture Conteir' Effeetlve Sl.i,0. 06 Cc_ _ Fj.nr-ne s s Modulug 1r 'l l'': BEA] lli,r 4000 r+ ll'i'| | Va"#.*t" * +ro 3/'4- -r /t,'L/ - ___- - ..68.7 2_3-J_- IC'_15,5_ 2Cu Il.0 ft. a ft ) .2 - DIN LIN.-'OLil -DeV()RE '1 ;-.:'I iNG IATIi IATORY ijolc)i.rAl)o :lPR i " -.s, g61,Ql:rr )c GRAIN SIZE ANALYSIS o o I Soil ry Proj ect DE Test No. L3342 \)> - Z.+ Z Gollnick Res idence Vail-Date 5/12/76 SarE)le obtained T. P. #I C+ 4-5'Test by JRS /'LES Z,U tq frr (a v I U) U) F] F x d Fl @. ln PRINCIPAL STRESS 2.o KSF F{ I (r) U) FI t5 (n Type Test d t N an v- STRAIN - % L I I Qi1-psi flrir no?rci +\r- Moisture * % LINCOLN-DeVORE TESTING I,ABORATORY COLORADO SPRINGS, COLORADO TRIN(IAL SHEAR