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Home My WebLink AboutLand Use Case.745 Castle Creek Dr.0028.2016.ASLU0028.2016.ASLU 750 CEMETERY LANE RDS 2135 11106004- LAWÂ«d F ' RECEPTION#: :69. 04/27 2016 at 10:07:07 AM, 1 OF 10 R $56.00 Doc Code APPROVAL Janice K. Vos Caudill, Pitkin County. CO NOTICE OF APPROVAL ADMINISTRATIVE APPROVAL GRANTING A RESIDENTIAL DESIGN STANDARD ALTERNATIVE COMPLIANCE AT, PARCEL ID 273512206004, LOT 12, CASTLE CREEK SUBDIVISION, AS SHOWN ON THE PLAT RECORDED MARCH 5, 1955 IN PLAT BOOK 2A AT PAGE 177 AND COREECTION PLAT RECORDED NOVEMBER 18, 1957, IN PLAT BOOK 2A AT PAGE 241, PITKIN COUNTY, COLORADO. APPLICANT: Ralph and Lynne Whipple 745-755 Castle Creek Drive Aspen, CO 81611 (970)948-1422 REPRESENTATIVE: Matthew Smith 300 South Spring Suite 201 Aspen, CO 81611 (970)618-1645 SUBJECT & SITE OF APPROVAL: 745-755 Castle Creek Drive, Aspen, CO 81611 SUMMARY: The subject parcel is located on Cemetery Lane in an R-15 Residential Zone, and consists of a duplex. Applicants have requested a Residential Design Standard (RDS) alternative compliance for Standard B.4 One Story Element (Flexible). REVIEW PROCEDURE: The project has been reviewed through the City's Residential Design Standards which are intended to ensure a strong connection between residences and streets; ensure buildings provide articulation to break up bulk and mass; and preserve historic neighborhood scale and character. The standards do not prescribe architectural style, but do require that each home, while serving the needs of its owner. contribute positively to the streetscape. The Residential Design Standards are intended to achieve the following objectives: 1. Connect to the Street 2. Respond to Neighboring Properties 3. Reflect Traditional Building Scale The project will be reviewed for compliance with the Flexible and Non-Flexible Standards contained within the Residential Design Standards. Ifthe subject parcel is found to be inconsistent with any ofthe Flexible Standards, but meets the overall intent of the standard as well as the General Intent Statements listed referenced above (Section 26.410.010.A.1-3, Alternative Compliance may be granted by the Community Development Director. ALTERNATIVE COMPLIANCE: Applicant is requesting alternative compliance for Section 26.410.030.B.4 One Story Element, which is a flexible standard. lt is applicable to all lots except those with a required front yard setback 1 of at least ten vertical feet above or below grade. The subject parcel does not meet the exemption and must meet the intent of the standard in order to be granted alternative compliance. The intent states the standard seeks to establish human scale building features as perceived from the street and express lower and upper floors on front facades to reduce perceived mass. Designs should utilize street-facing architectural elements, such as porches, that imitate those of historic Aspen residential buildings. Buildings should provide visual evidence or demarcation ofthe stories of a building to relate to pedestrians. This standard is important in all areas ofthe city. Front porches or portions of the front-most wall of the front favade should clearly express a one-story scale as perceived from the street. Changes in material or color can also be incorporated into these elements to help to strengthen the establishment of a one-story scale. STAFF EVALUATION: In response to flexible standard 26.410.030.B4 One Story Element, staff finds that the subject parcel has provided a combination oftwo of the three options listed in Section 26.410.030.B.4.d. 1- 3 which allows for a projecting one story element, a loggia, or one-story stepdown. The element has characteristics of a projecting one story element and a loggia (Exhibit A) and as such meets the intent of providing human scale to the entry of the structure. In response to the three main objectives of the Residential Design Standards, staff finds that the subject parcel responds as follows: â€¢ Connect to the Street: The subject parcel responds to the objectives of the Residential Design Standards and its general intent through the use ofthe scale of its entry porch, door height, principle windows, and scaling of structural elements. These elements establish a visual connection between the residence and the street . â€¢ Respond to Neighboring Properties: The subject parcel responds to adjacent properties through the reduction of mass and bulk on all sides and changes in plane in the building's fagade. It also has provided porches on either side which indicate a reduction in height near the side lot lines in response to neighboring properties. â€¢ Reflect Traditional Building Scale: The subject parcel respects Aspen' s architecture and neighborhood characteristics and respects historical scale and traditions through the use of limited porch heights and window sizing that respects those found in historic Aspen architecture. DECISION: The Community Development Director finds the application for a Residential Design Standard Alternative Compliance at 745-755 Cemetery Lane is consistent with the intent of the 11exible standard Section 26.410.B.4 and thereby APPROVES the request for alternative compliance. APPROVED BY: 1 e -/ a /7 10* 34 8/. (. 1/311.Â» ./ 4 ri I 2 0 i *701(O Jessica Garrow Datt . Community Dqye' opment Director Attachments: Exhibit A - Approved Drawings (recorded) 1Â· 2 .21 Residential Design Standards 1 Administrative Compliance Review Applicant Checklist THE CIm oF A51'EN Address: 745-755 Castle Creek Drive Parcel ID: 273512206004 APPROVE n Zone District/PD: R-15 Approved: M la*#U Representative: Matthew Smith, Thunderbowl Architects (Approved plans/elevations attached) RDS Email: matthew@thunderbowlarchitects.com Phone: 970-618-1645 Disclaimer: This application is only validfor the attached design. If any element ofthe design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. ~~ative 0 ~6*.1 r7" -,1:,Z,ZI=:-U,Vi,IZ!* .~E!21~omplianc~~fomplylli*6-'a B.1.Articulation of Building Mass i (Non-flexible) Building orientation meets 'moderate' orientation requirement B.2.Building Orientation (Flexible) 1 1 / Required front yard setback of 25 feet B.3.Build-to Requirement (Flexible) | I i a i 1 1 B.4.One Story Element ~ Meets the intent of providing human scale (Flexible) , --,4 - 1. C.1.Garage Access 1 1 (Non-flexible) 1 1 C.2.Garage Placement : (Non-flexible) ~ I , I /Â»+W*) 4~M..i i i i C.3.Garage Dimensions (Flexible) : i Page 1 of 2 APPROVE n M.La*flu Residential Design Standards * Approved: RDS Administrative Compliance Review Applicant Checklist TitE Crn of AM'EN Disclaimer: This applicationis only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to applyfor a new Administrative Compliance Review. ./2. [Complieslill -amil/,81,/- 1/Y _ (am -L'10â€¢- I....-:wâ€žJ jo1plianâ‚¬*~mp!~ 'I"' C.4.Garage Door Design : (Flexible) i North unit meets Option 1 and South Unit meets Option 2 D. 1.Entry Connection (Non-flexible) D.2.Door Height { (Flexible) D.3.Entry Porch i (Flexible) i V f i E. 1.Principle Window I (Flexible) E.2.Window Placement (Flexible) > Outside infill area E.3.Nonorthogonal Window Limit ~ ~ (Flexible) E.4.Lightwell/Stairwell Location i f (Flexible) 1 1- -. E.5.Materials , (Flexible) I Page 2 of 2 Exhibit A Approved Drawings CITY OF ASPEN IMPROVEMENT SURVEY PLAT ACEZNJZ-[) LOT 12 CASTLE CREEK SUBDIVISION S ./ RDS J PITKIN COUNTY. COLORADO .. v = 10 \ .*.. eeÂ». 1.g NOTES 1-=m. d G.. k---2--------.< LOT 11 CASTU C]â‚¬EX .EÂ»,~*Â», AS .C-4 04 nâ‚¬ PLAT RE=ROED ,u~Oâ€¢ I 1,30 I PLAT ... AT PACE /4 N IE CekÂ»ITY ...I' STA' Cf CCX.I. \ 8 01- --- 1 \ __--L . . /.5 OF .... =r=.62===t,=S =GA=AW .6 FEÂ·FEE=/4*76&PE , -e ./7/20'/ \ an I D-Â£Â¥AAâ€ž 8/'. ..' IGS 'An, ~-,- 771g NAW 1,88 ./. aD,04wam.- 7~ Al ~t M~â‚¬R' C-Eâ€¢L conwa Â»ITERVA~ S 1(CÂ»~0 FOOT. 6972=t ==:Â·1:6,2-2,5 ,â‚¬EE, \. :: 1 .........:R-,3...S'IT ...... *C,21, U,w Accosc,Â¥ =DE 'Apok,W ' I -WICE I 1-AMOT 'U..7,10 'mEIT:.SM m' 0- './. 4 ~~0~-Â¤ - * 01'f . A-EMI ell~IU~al,G 0~Alln,ENT I @ M 2- I.. 910~ . CAaÂ»ID AT â„¢IC / SJ~â‚¬f \ 4-- / â€ž--,0 W \ - el.. , r.- 43 ' LEGEND R e- 9 6 ..Â° , eâ€ž- \: / / . ... 1 % -- . T,~./,Il .sc. CO. ' 5 \ / - c. ./11 I / 110 ... 0/.+ANG ./ X ' --------m "CE L. . DEC~u,~ 'EE g *. 6-12: 11ull{ 0,4ET[/10.)-CM, UNE<Ful .... ** LOT 12 / VIC[NITY MAP . SCRVEYOWS CERTIFICATE \ 21.178 SQ.FIt / / ..7- ,/# 1/. -- e- 1..... P LA.....REBY ...... 11,!S Â¥,p Accul,All' 0./. Al e.. . & K AB04'E CEECM,aED P~Â«=El CF LA,~1 nIE LOC.ne, AlÂ«, 0,~INgc,5 c, All =*&..':=m =21==n#=U=Ton= 4 XTZ \IK *af A-5'EC 1 e . .. 4 .05- 45 #5 â„¢AN 0UOO. ~< 1 -U-*-â€¢tLAbly ,/77 \0- : /*I 0-. 9, .140...fG. M -26-10 1619 \ W-~P - - ~â„¢72 0i #F.=,1393~ r. AtÂ»1 - V' ral.*\i---Â« , ..- Â©H U~, 1, 1 - - ./ DA. SUWEYED: 07/2016 -':7 ../2018 CUENT 'VAL->[CHEE.LEMNISILC CASTLE C REEK DRIVE: CEMETERY I.ANE *1~d THUNDER=M ARCHITECTS . < AUCZSJZ-D ASPEN CO 81/ 300 S SPRING ST SUITE 20! ; I910} 710 .. & RDS /92/3 refit I /'7 13/1 C. u dll ~01 11 PIGS ./710N -% -AKIP G.1# I 4\ E.,59 4 j. , . , :tit- ~.- ~1\ 47Â·43/. \ \ \S /1 \ - --- A \ f. \ i i I Alternative Compliance LU j..' 4 fÂ·â‚¬9 : 1.- 3 -21 B.4 One Story Element z *L r,Â·L I.--*/ # M - g..... \ 02 OI W 9 .//> ./.. .O 00 4 J U .1 f i O N 3: 2 lâ€¢4-Â· . <M 5 .. 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A-103 - Scale 3/16'=1-0' L -1 '0090 ZZ # al 1 3 D kl Vd 311SVD GGL/9Â¥L IlMORNBONAH.L i..La,- Â·../ 100 'NBdSÂ¥ THUNDE.OWL ARCHrTECTS APPROVE M 300 S SPRING ST SUITE " 1'0~7'0.2938 0-1,1 RDS Le 133 0 J f FI I FY MIDPOINr OFRooF ---Â»222--- 1: l-~-J --O 0--0- tk.:JJ24 180-~/~/4.1 - 11Â»-1-Ir-~0' . IL- -- - + a. 16 1 Ill_ 11 + E plill'- Â«' I F~ I * 6 1-f ..t 11=7 fle 4 - 6 7}F i '71 -04 9 RFI 28 1 . > e 3 TaC~IC~OARA(* A J O El-+100' B.1,4- 1 , I '2.22 - EL- +100Â·0 , I - 4 - u.1 0 TO. CONC @ CRAWUPACE _ U.la EL - +93 %/8' 4 CNI Alternative Compliance Alternative Compliance Â£ - B.4 One Story Element B.4 One Story Element /Th WEST ELEVATION O - h.200/ 3/16.â€¢ r. U 2 2 0 9 Al A 01 -13- Il 111 4 1 ' -4 & 1==21 gliellipl B 17 @ 1 4 1 -1 1 To /Y @ IMR L. if I El - *0'~ - ~ 29 ~016 =41 111]1 -- @ 411~ 41111? TO CONC' 9.- 5~ [1 Â· ler' . 9 - - To PLY@MA. m _ P 1 - 1 lÂ£ , - SOUTH EL - +100'-0' USGS- 787.3/5 EXTERIOR 1 1 1 1 ELEVATION TO CON' I CRAMSPACE 3/16... EL - +93' 5-3/r 1 1 1 ~~JEC 1504300 N CT) EAST ELEVATION rT3 A-200 CU 0248 Scale. 3/1-Â·I P0090Z ZZ # al 1 3 0 21 Vd 10 311SVD SSZ/SVZ 'N3dSV r -1 THUNDERB'Wl ARCHITECTS 300 ~ 5.INC. ST SUITE 20} ASIN CO 816~1 [970] 7IDÂ·2~38 ~ PPROVE A 2 2 rn m 0 0 f- 42**U --- r n/ I 1 + -21-Il Â» U RDS - 6 ~1 0 096 1 7- - - 1IV 9 .Â·. T.0 FLY I UMER 1VL - I EL- +HOW | ' U.1 41 -1 02 .TO CONC @ GARAG' .100Â· 8.1/4' .\ - 0 I TO U @ MAIN L. . r - # EL - +100 I US- - 78763!25' 32 UJ 0 M CONC @ C-~SaACE . U.1 0 6,1 M EL â€¢ +93Â· 5-3/8~ E <61 U 03 /71 NORTH ELEVATION LU UCE.1 3/16Â· = 9.0' U . 1- 4 =g 12'-,01/' 0 J C 111 4 ./POINTORROOF~NORTH) *Â»Â«14 if') 7 EL.+124 4.5/18' if') 1\ 2237 Ej V 4 -1 3 A . e / TO /Y I UPPER L. 9' EL- 4110 6 P X-~ P 13 29 2016 % 04 ' 6 TO CONCI GARAGE M' EL-+100' 8-!/4' I * 4 70 I.*MAINE. '. 1 -- 64, M' EL - +100' 0 SOUTH ' i' USG&- 7876~25' 1 EXTERIOR ELEVAnON .6 Ta coN' @ ci**sp*g 9' EL - +93' 3-3/S' 18..T. 15D,100 Â°*EQI. /7\ SOUTH ELEVATION t l A-200 / 3/16' = 1'Â·0' A-201 Scale 3/16Â·-lr/â€¢ L J P0090 l101~O 0 13Â¥# [!E9%4\09130NAH.l al DNVd Exhibit A: Approved Drawings CITY OF ASPEN IMPROVEMENT SURVEY PLAT ~PPROVE M LOT 12 4*#U CASTLE CREEK SUBDIVISION PITKIN COUNTY, COLORADO 5 ROD RDS MY OF *a - NGS ST~nON CP. 10 S.-~39 / \ 0 5 10 a /4/1 - ....16'S-- --- - 1' = 10' N76 26'00-E 145 00 ee ,-6 \ \ to-I \ s R 10. eD- 2 ~ -- - - - f 13 LEGAL DESCRIPTION: LOT 12. CASTIE CREEK SUSDI VISION. AS SHOWN ON â„¢E PLAT RECORDED MARCH 5.1955 Poe 11-ge - - -- NOTES tO-,5 , 1 j IN PLAT BOOK WA AT PAGE 177 AND CORRECnON PLAT RECORDED NOVEMBER 18 1957 \ 9 01.-. 9 , / PLAT BOOK / AT PAGE 241 IN THE COUNTY OF PITKIN. STATE OF COLORADO. -e @/0 _-*.3 380Â· 2) BASS OF BEARING. 1-2 â‚¬ i K*Z 1 0 A BEARING OF N13Â·34'00-W BETWEEN A FOUND #5 REBAR NO CAP AT THE SW. e.. \ PROPERTY CORNER AND A FOUND STEEL PIN AT â„¢E N.W PROPERTY CORNER ee. 12 ---- ,~0 5 "' , 3) THIS SURVEY DOES NOT CONSTITUTE A 'TUE SEARCH OY THIS SURVEYOR. .TLE - I f INFORMAnON RELIED UPON FOR THE PREPARAnON OF THUS SURVEY FURNISHED BY ' 3 I Â· ATTORNEYS TITLE INSURANCE AGENCY OF; ASPEN. LLC. COMMITMENT NO 150034665. ' DATED 11%17/2015 \ 0 '99-' H 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S SURVEY FOOT \ 0 4 10- '1-11 % 0 \ 2 V ELEVAnONS BASED UPON NGS STAION S--159: 7720 88' NAVD 1988 DATUhl BENCHMARK=7881 78' ITS. W PROPERrr CORNER. CONTOUR INTERVAL 15 1(ONE) F-' CONCRETE" & '' M 6) ACCOR/1NG TO FIRM MAP 080973203. PANEL 203 OF i25, DATED LNE 4,1987, SINGLE FAMILY SAID LOT G CONSIDERED To BE IN ZONE X AND OUTSIDE THE 500 YEAR FLOOD PLAIN DRIVE- 1 R O 7) CITY OF ASPEN BUILDING RESTRICnONS i RESIDENCE ' -r. et-, 10% t E- --- 1 5 SIDE YARDS:10.0 \ - G 71 SETBACK RESTRICTIONS. R-15 ZONE DISTRICT REGULATONS. I 1 ' l ' REAR YARD: 10.0' 6- 1 - I. ---1 , .' / A 14 FRONT YARD: 25,0Â£ RES. 300' ACCESSORY - 1 I q. I B) DISTANCE TO NEAREST INTERSECTING STREET: CASTLE CREEK DRIvE 370'* 11-17 / t . 6% 1 '' i 0 9) No NA11}RAL HAZARDS WERE FOUND TO AFFECT SAID PARCEL ACCORDING TO MAPS . % ' v - PROV]DED BY THE CITY OF 'SPEN'S ENGINEERING DEPARTMENT 9 '7-17 2 ---3 --- d tr. '0) pOSIED ADDRESS is 750 CEMETERY LANE M . 1 1 - * % -\ 4-// 0 1~) 2+ FEET Of SNOW ON GROUND AT nME OF SURVEY. 5 ..=788030 1 - 9 0.-14 1,1 - LEGEND 1 0 912-~2 ASPHALT , a 1 BRICK 0.1.... ' ' p./0 I ./CATES FOUND MONUMENT AS DESCRIBED e.,1 \ 1 --rpc YELLOW PLASnC CAP 1\ 1.-- - .1. WATER METER . TELEPHONE RISER / . ELECTRIC METER Â© CABLE RISER 11-12 r St \ / G. GAS METER N-- / ,-,S Â¤10-16 i / Ro ROOF OVERHANG TYP 0~---------â‚¬, FENCE UNE 0,-8 \ J 10-ref -a/0.- ) 14-1, . EVERGREEN mEE DECIDUOUS TREE 6-12: TRUNK .AMETER(INCHES)-DRIP UNE(FEET) i 0,1 VICINITY MAP 1"=400 -/ N / LOT 12 ----- \ 9.0 / 9-0 \ / \ SURVEYOR'S CERTIFICATE 21,178 SQ FT.:i U'*922* Â»-29 .78 *788f i 1. MICHAEL P LAFFERTY. HEREBY CERIFY THAT THIS MAP ACCURATELY DEPICTS AN 1 r L.8 IMPROVEMENT SURVEY PLAT PERFORMED UNDER MY SUPER~SION ON 01/2016 OF â„¢E ! \ AaDVE DESCRIBED PARCEL OF LAND. THE LOCATION AND DIMENSION. OF ALL . 0.7 - 01.-,S .H *c IMPROVEMENTS. EASEMENTS, RIGHTS-OF-WAY IN EVIDENCE OR KNO~Ilm! TO ME AND \ el- LS,1 9184 ENCROACHMENTS BY OR ON â„¢ESE PREISES ARE ACCURA.EL. SHOWN ERROR OF .22 CLOSURE ]S LESS THAN 1/15.000 - Eze11 0 .10-0 09.. 1 \ e, 0 12-,2 4.Au 10-, ." 576'26'00 W t30 00Â· 12-~Z MICHAEL P LAFFERTY PLS # 37972 IML#CL- L_\git 'M 1 DATE. t!293 \ \ e g -0-4 ED Ge. n-I \ -W "I . â€¢-8 Ve.989 LOT ,3 AE,Wil,UL #5 REBAR NO CAP / BENCHMARK.7881,78~ REVISED: 11/2015. 01/Z016 DATE SURVEYED: 07/2015 FILE NO: 15520 CL[ENT AVALANCH E EAGLE VINES LLC ./*../ co.'Gn NOTiCE Aceod....... youromic=~~T=-I~],~-unk-1 1 Ph-.70,-,1, --de#Â«,1 -i-c, .ilhm~.cy,v...n~.,u#*câ€¢.,uchdef=~ t. '70."3.-3 Inne,Â¥-1,0,0,=,~no~b~.eduponan,dere,1~~,5wrv,ybecâ€žmot~In],~n 1 CEMETERY LANE 1IOna0,Â¥d jo 0 8 I.jO,+C.ON E 3 I g 1 13'.10 ". CEMETERY LANE .'AM *92m f 1NIW~Â¥,~Cae(111 41-.LkÂ»<fl 1 4-*Â·'1<1 --2.-~ 4%*-21 I -y~-213* 4 173W11' L / 2~*-'5--Â·71 46'0'ABy r.,K--",7*,-Â«An<3e--- ~ 8: 2- ...4.7,-a 1-7 I -*yvr ' tiog~N---4 \ 1,8 \ ,--SUAA. \ - - UD:â€¢, 175 *P /7 -7-*441 $ 1 - 0 \ - : < - . - i t.*Ar:fY:14 :. Â·-A-i..~.:i;Â·~7r*# \ 1 U 2 l 1 1 ' A 51-h Â¥ 1 . 1. -24Â» 14Â·-1Â· t.f)4.1..~Â·.~Â·.-~7~11Â·7 1_j\~ 11% 1 % \ y - Fs ..0,- . -(A kil-... 34i-3.'ELA''>'firtri::.Â·iÂ·' tÂ·Â·; .*m l\ \'' . .i-~ % f \ #e3~~L Â£- -- tri \ ~ 1 10- -U/~4 Â· C ' / x df c . 1*1 * it 4 -1 \11 L - 12'00 7. CD' . 1 CO 1.-Ek> 4 E.\ .... I Â» . 0- \ -Ii \ 1... CO \ a \ ..44 , --- 10 Â· -- 2 1. EE -- ./...084 0 ~ 0-1--- LL-----v--- --77--0 . - . â€¢41' 4 --I , % 1 - / Â·PiAÂ»j,~ - 4.1 & 4.3.. tm...i--- - - %#..'00~ ..r 1 ' \ 411593 3Alia )13321 0 3~ S*3 750 CEMETERY LANE 0 fill ~ gE O E ASPEN, COLORADO 6 PARCEL ID # 273512206004 - -' - 7~37f--5* THUNDERBOWL in,M'mi,=r. 41 44%4**fi:':~ t -,:94, + ;;,rit' 2~ '~ ~ L 3 I.#1.-CÂ«.....0. I.jwÂ©) NVU 31IS aaso~ 0 NOS 51*~ON ~OTI ON. 4Wtoat - '4, 00 100' = 7876.3125' 6 I Full i,la,sl - tuall.1313 A.lols auo + El aoueliduloo BAI}eluellv - - 8.4 One Story Element Alternative Compliance RDS AT23-1) ASPEN, CO 81611 ./0/ 710-293a 300 S SPRING ST SUITE 201 THUNDERBOWL ARCHITE... r- -1 FLOOR PLAN THUNDERBOWL ARCHITECTS GENERAL NOTES , 300 5 SPRING 5T SUITE ?01 : ASPEN, CO 81611 ~PPROVE M â€¢Aui OR [0*,rMI /â„¢000 TO MA0n* REQUIED FWISH R~5!t {97/ 710.2938 L ..........,WOO....ACON,DAID........ 42*U 2 .../..../.SO....MWALLS,mFACI.L@ERUSH 3 .01Â¥~E .00~,â€¢G .1 AU .nÂ¥ORK .WEL &1.15 AND m51'E HOL= . ~i,- 4 .... ...1 USI;1/. ... 00.D ./.AU IUMBING 'El I*OER A. RDS *IOn]BANDSHOWUENCLOWU$?DAIâ‚¬W. 7~Me(AK)Â¥EFHE MIP*El #ED IACKEÂ« 10*~DiM)El U 1 ....]Ent' fOR ..... 910Â¥41 .. ....9 K./.5 5,~u ' 1*Â¥1 A ~400TH. HARD. *.*-T SlaCE 5LCH I WMIC 1,5. m./rT OR EQ LEGEND NOT SHOWN HERE SEE A000 FOR SYMBOLS IHm CE)CONST TOBEREMOVED EXISnNG CONSTRUCnON OR NEW CONSTRUCTION 4. s.. LU 8?90?90&08?$HMM* NEW MASONRY WAU > Oft pt 1 HOUR RIAIED CONST 69 + 9 2 â‚¬1 0 8 03 0 -- 2 HOUR RATED CONST I: ur- rn . 14 .113/4 1, 6'll/ 100Â·3 1/2Â· I l 2,-3 3/4. 1- >RENT * o ,4 I - -- F - - 10'.3 1/2' 60.3 1/4Â· 1.1.-11 3/4 0 4 - 1 ' . , 01= IL-mr--~ , Lu ... 0 ./. 1 1- / 1 - -- 1 /-Â«f> 1 0 01 1< 1 --- . 4 1 1-liu 1 - 9 9 1 1 - 1 - - -1- 0 11 U ZERN 1 2 ------- 2_ 4-1 '188 _--_-t---------1 J (9 y Â£ 1%3' c-<-7 1 1 916 3/4Â· 3'-61/2' L . I\/1 - - 804 7 lAi - 4 ' -i_- 0.-1 1 2rz:.r" 1- [ | 30Â·61/2â€¢ I 9'-6 3/4 , 5--11 1/' / 1 , 0 U <C 9 1 EL- , 1 1 413~ f=:t= 1 ----------a----------4 1 LU 0 1 1 i tri) 1 ' h - 4 11 11 \ 1 1 - 1 ! --4Ly? 1 - 2% 0 1 r . r. ' A... - 4 0 - . , , - 3292016 .141 I ' Ff 1! Â® P 74jl v LOWER LEVEL : rih LOWER LEVEL FLOOR PLAN FLOOR PLAN : ...7 3/16Â·=1'-0â€¢ - 3/16Â·= 1/Â· I 15043 Do 8 A-100 ScoleÂ· 3/16â€¢=10-0 c[]~12$GMC Igll TW-*I L J .1 Â· , I1*\OmIKINnHL t 'N3dSV Z # al 1302Â¥d E- -1 FLOOR PLAN â„¢UNDERBOWL ARCHITEcm GENERAL NOTES 300 5 SMIING ST SUITE 201 ASPEN, CO 81611 1 AUWAL15ml.........."KIO....... 1Â¥AiLS OR CONnNUE trwOOD 10 M,UNtt~ nE :EQ~0 IW!511 -SH [970) 710.2938 ~PPROVE M 1 -,D[%.luAiLAI~R./â€¢a-5//&/HoLI/,m, 2 00........eD.I.T.............. 42*Â·U % 'Ol,Oll, A,Â«}WOM, ENCLOSURES TO A HEIGHT OF,0'M,N *10,rE M 4 $,Ovot ... IA,6 G,15UM.ARD .-All ..ING ... .. DRA*4 M . 01 ~movED;ACKER BOMDI,1,~ mE 5 I.M..1EIIALSFOR ..... .... ......... .....ESSI,ui H,Â¥EAsMoo. HARD. NON,1,150AIANIURA,CESUCHAslUPC~AMICM RDS loti... C.ENT OR m 4 LEGEND NOT SHOWN HERE SEE Ao 00 FOR SYMBOLS II--JIIII JIJ-CIL-I- IE) CONST. TO BE REMOVED - EXISTING CONSTRUCnON '11'1111)1"Ill'i OR NEW CONSIRUCION bbet:-2. 8688%66$62$?9$666* NEW MA50NRY WALL 1 HOUR RATED CONST @] p ED @3 09 @J [3 1Â® -- 2 HOUR RATED CONST . W..3/4. 1 6, Â£1,"-1 1.- L M R . N 4'-5 3/4Â· 1 ' 64 3/4 W 4 3/4Â· 2Â¥.3 m 100.'2Â· , 6Â·-3 1/4 , 1 14'41 3/4 04 - Ti~Â» A Â¥ , 4Â·Â·5 3/4 \ /1 41 R 00 1--1 1~,L-1-lFIT-7 i 4 -8 0 CN & 2 . gr < (N E=- -4,# , 1- GARA. cio/\ 3 1 L, V 1 - r# 1-/ 1 i 2'-2/ 4'.' # 3'.2Â· * 4-2 3" L 1 -,1 r.1/: GAIAGE 1 .J P -.- 111 â€ž ira vl I -3 3'-Â· 4 L f *Ill e 0 Z0 coli NI -: 0 14' 19 1.Â·'L ' IP - 1. 4 1 9 -M j < U-1 --- 1./. ///1., .1-1 L . I 7'.5 , jul 4. U r-J . /3 1 p /,\P 727.-711 1-4 (/)J 4~ e ati 1 ~ P0 1\JI Ill 2 4 0 -----111 'j fE Z.. - - *------T-------------- - i I 6 1 7 121- REM : 9 iR 1 L_2 1 1! 1 ..1 B#2 1 1 --- .L -- .-- 1 1 r---- â‚¬9 --1 - .% fi> 5'F -7'h- Â· I 0 â€¢Dao~J ---I - â€¢ 11 2 g. 1==d ODLJ i ~41= - 4Â·-91/ r L L r art : 6 1 /7 : 12 1 râ€¢Â· L + 44 3/8 / k :f Â© MAIN LEVEL FLOOR PLAN FLOOR PLAN MAIN LEVEL A-/IX 3/16' = 1-0â€¢ ~C~f 3/16'= 1/Â· 1504300 -- H. 0 0 ' I .k ~- Â» <iD 1 -3 1 e \ 0. o ho - 64 1 1 1 11" fri .11 1111 1 logr lÂ®/ U . r;En 3<Â· 1 < 6%5 VZ smo ---- --- - 1 \ t--- 1~ 2- ---4 1 , ' L==-1 3 L===r 11 't " TEJEEr I. - - U - g - 3 29.2016 .r--r ill r a -1 A-101 5 Scole: 3/16â€¢=1Â·.0 COntlGHÂ© .â€ž .....WIÂ¥/Aicâ€žI.I 1.. 1 L 3 3 Al N a >1 3 3 1 311SV SSL/St'L - g ' ... t D/Vd : i.~1FIEWEZI1MOSN30NrIHI I- -1 FLOOR PLAN THUNDERSOWL ANC~7ECTS GENERAL NOTES 300 S SPRING ST SUITE 201 AS.N. CO 81611 1 .......A~Inâ€¢GOSHALLHA'ACON,Â»UOUSFU. ell,AR â€¢Alls OÂ« CONT= RmoOD TO AwN- . EEQI=ED MI,INgt 1970) 7,-2938 Z OF..... ... ED 50 .. .. .. .... .11 I U. APPROVE n 3 .....OCU40.....TWOUTOW.......*5..7 42*u # ARCk,(D TU, AfE) SHOMI % ES 10 A *... t A1OÂ¥E DiE 4 .... ....151/f Gy,SUM..0 ./. Alt ....ZE5, l,CE, DIA,41411 00*MIC,CIACK.50,â€¢12~â‚¬11 11 427 5 ...1........... SHOWEU WAUSA......05.5511. ./A...... ,0*,1102//*CE./. IESKER-c ne RDS MORnAN.C....EQ 2 LEGEND SEEA000 FORSYMBOLS NIOTSHOWN HERE -II _.JJi IE) CONST TO BE REMOVED - EXISMNG CONSTRUCTION EzzZZZEZZZzzzZZZE OR NEW CONSTRUCnON BmZ88562727Zm;m NEW MASONRY WALL 7-7-7-77-7 1 HOUR RATED CONST. 8 fi) C D - 2 HOUR RATED CON5T 09 u [/0 G 14Â·-11 3/4Â· 6.Â·31/4 AXi 10'.J 1/2' 2Â¥4 3/â€¢Â· A + -- ----- -1 f- --77,74 6.3 v C 1 2 21*.3 3/4 *Y.3. 14'Â·113/4Â· --- 1-- Al/4 .4, -1 . ------ 7-fiT - - ------------- - ==Ell 1 0 ~ - X. e It I . O -11.i-DE------------0-5/20 24--1 9 6 N C â„¢ 6 0 , 11 - 9 i r [23 1 0 0 - // 11 11 1 1. e Xid ' 11 1 1 1 EM 1 f /0,00" ; - 0 4 ...1 1 1 ONING 11 1 0. 33 CEI:1. 11 1 ./ , 1 -- r gil 11 8 1 1 U . 1 F-,9,1 2 i e '.9 1/2 11 1 40 . 0 k CLOSET / ~*l 111 |' 1 5.1. h,--nÂ· i - -- I ./ 0 -- - ----J 11 - 11 11 - ------------- - - --- 9 g 101/ _ '-10 3/4 - 11 Irmt~1 11 11 1 BRBI' 0 0 1 /-16 tooM 1 0 C LT--1 r.9. It ]11 11 ,<5=al I k .ID 3/4 ./ tf 0 4 I I 5.-,62-1 1 \~:M ? - t. O 1-FL- 11 10 - 9 -111/7 3 -6. 5-31/V 3Â·Jvr JI G li - - - -- r=Â« M 5 4 4 1 - 0 0%53//& 3' 1/2 F. 3Â·Â·91/2â€¢ 1 11 11 / Al 5 ' e -9-11 vr " 1 1 1. I 1.3-1 1 3'.11/4Â· 7'-4. ,Â·4 V Â· 34 3Â· 1/4â€¢ / 0 ~ fol 1 - 10 1. 12 2 '7 .. ./ 30 =10 11/ 3.8 1;4â€¢ DID 4 1 'El Â® *i. p. h n / 1/4 70-0. 3'-6. 1\ 1 - 12 - 01 DAâ€ž ,-' 1 11 4'Â·11 Ill 6.2 3/49 .. . a 11 12 6..2 3/4 4'-n 1/2' UPPER LEVEL - f FLOOR PLAN /Th _UPPER LEVEL FLOOR PLAN /16Â·= neÂ· j p ' ~ 3/16Â· = 1-0Â· 1504300 8.4-8.neStory_Element1 ' ~mative-Cohibliancel 62 A-102 Scale' 3/16â€¢=r-0 CO-SH' 'lle â„¢UN.U... ...... L -1 3AIWa N33WD 311SVD P00902 13DNVd 'N3dSV THUNDERBOWL ARC~TECÂ·15 300 S SPRING . SUITE 201 ASFEN. CO 81611 [970) 710.2938 APPROVE A 1 *U RDA (9 0 0 4,53 63 U'Â·11 3/4 6'-3 VAÂ· 10.-31/r Rw T V to Â® 41kt----fir------91-4~ - n _ *-T L 2/-3 3/4 10'Â·31/2' 6 6..3 1/4. L 1 ...3/4 I./ ~ 1 I ~ 1-MS '1 "v, 4. 1 -1.11(1L 77 2 41 -I 11 4 / 11 O 4 O (N Il == C ==il =Â·22.-1-r _I --A, 4 01 N: 0 1,8., . /1--0 U ~-kil 11------- - U k 1 1 - d &6==Ji t 2 E ..7.7 1 q / r.Â»-3.1 E O -1 fr / \:.--â‚¬82/2 ,\4<f//.7 9.1 P.A=11 -11=#AL 3 3, ./ A=9. e .~~: =5=,5.1.- 0 11 1 - f < 5 0 lY-617 - 593--7----==-lii-1 1 EL . u 0 F 11, 11 1- 1 |vt----*-\1 12-*~- d 1~1=~&-TV - .L=3 NAL=i -tr--- f 221 F=31 32 23>41 4 Â§41' 4 /Ll-=65*.s--R-:.-- ....4 12~-~~ -21223-M I~ 4 Il -4.r, 141 091 41 -79*321:11 r: f ~Tr.Sil sy--ll~ .4 11 J ..N'::2-+ZIZZI' 4.4=~-T--=i===;-I~==-AJ iN 2 1 .'-71/2 .----+---711 1 Id 61- 1. 16'~1:N ~ f 1 f +, Jz____Â·~_i __ _L i * 1:L-'A===L~=L=====~71:====.3 &.. 1 1 4 0 j Â® b ~1 1 11/.r -r 0 ,1 5144â€ž -f //Â« I EV / 111 h 1 .J 0 il 1 1,22,~. it- O . -0 1 ~'.J ~2â€¢I . 111 6 - -Â· 11/ - 1, 1 9Â·.r . / 1 ... , / i . 3292DI / 211 1 , .1, rkÂ« -Ill 1 i 'L - A--_ _-,=1=W,==ta:~-4- 2.J=Eli L 1 4/ .â€¢u ..7 1/2. . /Th ROOF PLAN Â· ~IN ~ 1.-103 J 3/16'=1'-0Â· PFal 1 MAIN LEVEL FLOOR PLAN i SCLE 3/16Â·= 1.0Â· 1 1504300 62 ~ A-103 i ScaleÂ· 3/16'=1Â·-0 Ce,'-DrÂ© # #ttall /'CJÂ¢%/ 3AINa >13 3 1 ggZ/gPZ 0009 0 I 13)2Â¥d E -1 THONDERBOwl IRC.TECTS ~ PPROVE M 300 5 SPRING ST SUITE 201 ASPEN. CO .1611 /701 710.2938 - A # C 12'-5 9/32Â· RDS = f T T < ~IDPOINT OF ROOF 4 4; F - -- GRADE @ 100Â· 8-1/4Â·) 00 1 ..J , , Â£0 0 I @ ~ Had 2* 66 k ..0 PlY @ UPPER l. % â€¢ h 11 - 0 - â‚¬47 'f El = +â€ž~Â·.6. - 10 1 1.1.1 01 1.,03 1 4 ,Â·L TO CONC @ GARAGE Â· -ViEUE-ivi~ ~ - _46 T.O. FLY * MAIN Lvl _ ~ - 7 EL= +100'-7 . 0 - 7876 3125Â· i ~- - ,Â·L TO CON' G CRAWL.PACE LU ..1..'337' Iternative Compliance < CN LU B.4 One Story Element 8.4 One Story Element Itemative Compliance -n WEST ELEVATION 3/16Â· = r.0 0.1 co Â® 60 A T 1 1 In Â«iÂ« E I _ /- 1-3 r--------0 1 Vi 1 0 1 S =1 Z D r - i U ji 2 2 . -,LISLM=le-&221Ek* ' ' - - EZZINIHEEZZLE 3 ..... p. - +110%6Â· - I ======= <9 1 0 0 -6 -7 T.0 CONC @ GARAGE 7 kill A .0 PLY @ MAIN LVL 11 - k |- - SOUTH USGS - 7876.3125' I I i i i EXTERIOR 111 ELEVAnON --4---4----1 S.d V EL.=+93Â· 5-3/8Â· ~ 3// = r.Â· /04300 11 N rh EAST ELEVATION GEE'l 3/16Â·= 1'4â€¢ A-200 024 8 Scale 3/16â€¢=r-0â€¢ L 00090Z lgEZZ # al 13DWVd 00 ki0100 'N3dSV 90 55Z/Stz 5'-4Â· â„¢UNDERBOWL ARCHITECTS 300 S SPRING ST SUITE 201 ASPEN, CO el611 tv o Â° A PPROVE n .70) 7.-2938 fo 1 *U r 1 0 Ill Â» - 3-1 RD& f I-= 1 - 1... 1 1 1 2 1- lEi ? f-' rfÂ¥~:~i 4 TO PLY@ UPPER L. - 9' EL- +110-6 -*.*'-lkÂ· LU 9 A T.O CONC @GARAGE Â·0 - 1 7 EL =+1000 8-1/4â€¢ ~ 4 TO. FLY @MAIN Lvt 0 9|j EL. +100'-0Â· USG5 = .76 3125' I ) 4 TO. CONC / CUWLS,CE U.1 0 V EL =+93' 5-3. LU D ON 1 1 Â£ <CN U / 04 /7\ NORTH ELEVATION UJ OJN, (A.200/ 3/16Â·=10-0â€¢ J UN % Â® Of Ge , I 12Â·10 1/2Â· U.1 U 3 E 5 MIDPOINTOFROQFINORTH) _ _ ~-- ~ < U.1 ~|'~ El - +124Â· 4-5/16â€¢ LO U (GRADE @100' 8-1/4.~ 1 1 1 Lo <C -- A L 4 lo f ~ 2 i- + .t & TO PLY @ UPPER L~'1 _ F EL = ...6â€¢ r DA. 32920/ rk r o CONC @ GARAGg 'P' EL = +100' 8-1/4- i < TO PLY @ MAIN LVL 'F EL - +100Â·Â·0â€¢ USGS = 7876 31. SOUTH EXTERIOR R /6 TO CONC @ CUWL.PACE ELEVATION 'P ELI +93 5-3/8- i 3/16Â· illÂ· 1 0-T 15043.00 N /,7 SOUTH ELEVAION A-201 ScaleÂ· 3/16Â·=nO' CO-kil),â€¢<) "i~ â„¢u,4Â£}F~iow~i.o,i~.1, 00090 Exhi proved Drawings CITY OF ASPEN IMPRO FEMENT SURVEY PLAT ~PPROVE n LOT 12 42*-U CASTLE C.REEK SUBDIVISION STEE ROD PITKIN COUNTY, COLORADO RDS CITY OF ASPEN LOT 11 GPS# 10 NGS STATION 5-159 / / \ 0 5 10 20 -7878- = 10' 1 a 6. -2 ----- - 4-- -- 145 00 - .. .-8 \ ee 13-16 \ N76 26 00 E 10-T2 \ NOTES i 7 -0 Â©9-12 1) LEGAL DESCRIPHON: STEEL RO / - - -- -7879 LOT 12, CASTLE CREEK SUBDIVISION, AS SHOWN ON THE PLAT RECORDED MARCH 5.1955 PoS 12-I. //Â£ ----- *-*- \ IN PLAT BOOK ZA AT PAGE 177 AND CORRECTION PLAT RECORDED NOVEMBER 18, 1957 \ Ge -20 0 - -- -- 1 IN PLAT BOOK 2A AT PAGE 241 IN THE COUNTY OF PITKIN, STATE OF COLORADO. )10- 14 - r '67 1 _--1 \ 38.0' 2) BASIS OF BEARING: \ les/ 10-lie j Â© A BEARING OF N13'34'00-W BETWEEN A FOUND #5 REBAR NO CAP AT THE S.W. e.12 S \ ///- PROPERTY CORNER AND A FOUND STEEL PIN AT THE N.W. PROPERTY CORNER. 0.0 '13 GI 9 2 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. TTLE Â¤~8-12 _ \ INFORMATION RELIED UPON FOR THE PREPARATnON OF THIS SURVEY FURNISHED BY 11-15 I 1 DATED 11/17/2015. 2 m ATTORNEYS n TLE INSURANCE AGENCY OF ASPEN, LLC. COMMITMENT NO. 15003466. 1 0 \ 12-. 1 ee & \ S 7-8 0 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. 6 5) ELEVATIONS BASED UPON NGS STATION S-159: 7720.88' NAVD 1988 DATUM. ,o- 11-11 i* A Q BENCHMARK=7881.78' AT S. W. PROPERTY CORNER. CONTOUR INTERVAL IS 1(ONE) FOOT. 6) ACCORDING TO FIRM MAP 08097C0203, PANEL 203 OF 325, DATED JUNE 4, 1987, t. 0-i, \ m UN SAID LOT IS CONSIDERED TO BE IN ZONE X AND OUTSIDE THE 500 YEAR FLOOD PLAIN. CONCRETE I SINGLE FAMILY . \ DRIVEWAY 1 R m RESIDENCE \ ~ - ~ & ~ 7) CITY OF ASPEN BUILDING RESTRICTIONS SETBACK RESTRICTIONS: R-15 ZONE DISTRICT REGULATONS. m 1 4 9 Gl SIDE YARDS: 10.0' ./ 95!95 --- --1 un ./ REAR YARD: 10.0' . 171 i Â» FRONT YARD: 25.0' RES. 30.0' ACCESSORY / 6-7. 02 &74 28 & 8) DJSTANCE TO NEAREST INTERSECTING STREET: CASTLE CREEK DRIVE 3701 :---1, \ %8 -4 to 11-17 / e 25 9) NO NATURAL HAZARDS WERE FOUND TO AFFECT SAID PARCEL ACCORDING TO MAPS JO i/ PROVIDED BY THE CITY OF ASPEN'S ENGINEERING DEPARTMENT. 2 1 url 10) POSTED ADDRESS IS 750 CEMETERY LANE. 1/ 17 1..- ' 7-8 11) 2+ FEET OF SNOW ON GROUND AT nME OF SURVEY, $ I '10 , , ' e N ' \ , \ ' FT-7880.30 _ J 9-12 -- e 012-16 \9 , LEGEND / 1 10-11 \ t.2 3 BRICK ~ 0 e elz-12 ASPHALT , 1 \ PA110 DRIVEWAY \ Â® INDICATES FOUND MONUMENT AS DESCRIBED. tl-11 ~ Ypc YELLOW PLASne CAP 0 \ e 14 \ \ --- 4 - e TELEPHONE RISEN WM WATER METER EM 103 / EM ELECTRIC METER Â© CABLE RISER I 11-12 r 11-12/kj M-14 1 1 GM GAS METER - FENCE LINE 1 P. 10-16 ,-Â»Llo-15 RO ROOF OVERHANG TYP. ~A~10 -15 *7 8 915-18 \ 1 '0--1#93~ %---788/K DECIDUOUS TREE 14- In 0 6-12. TRUNK DIAMETER(INCHES)-DRIP LiNE(FEET) ~~ EVERGREEN TREE \ 5 *20-14 -788, LOT 12 VICINITY MAP 1"=400' , 1 9-I / h .7-8 \j/- 91-0 \ SURVEYOR'S CERTIFICATE \ 21,178 SQ. FT.* -/ 20-20 / , -- - 0.-5 7882 \ f ) u----- 1, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS AN IMPROVEMENT SURVEY PLAT PERFORMED UNDER MY SUPERVISION ON 01/2016 OF 1}IE .1,12 C r .8-6 ABOVE DESCRIBED PARCEL OF LAND THE LOCATION AND DIMENSIONS OF ALL \ 0,8-15 . 9-6 06-7 YPI IMPROVEMENTS, EASEMENTS, RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ...7 LS# 9184 ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. ERROR OF e-ta .12-12 CLOSURE IS LESS THAN 1/15,000 \ .i+,i l./ 9 4- Â£,0.1 1/'< 19%AviC< \ e.-10 . #e A,@pa. peÂ¢,828 130.00 MICHAEL P. LAFFERTY PLS. # 37972 576 26 00 W 9-9 4 8 DATE ~ t= 379293\ , A EL>0 \ e 09-13 ,%$:6*S" -9 DATE SURVEYED: 07/2015 #5 REBAR NO CAP LOT 13 BENCHMARK=7881.78 ~ REVISED: 11/2015, 01/2016 FILE NO: 15520 CLIENT: .\VALANCHE EAGLE PINES LLC 4133 crystal springs M carbondaleco 81623 NOTICE: Accoidtng to Cotcradolaw you mt,bt=~0~ce mk#acnon*sed phon/970/79-1919 .pornan. dcfc. mthls 5WVC, ./= .cl yÂ¢=5 aft=you fustdisco~.suchdefra fax 970-963-~73 Innee.*mayan, act:on/,Rdupon an> de:...Ihls'In,eybecommencedm= laff@"pr!'.net .an ten vea~s from the date of the le~cation s.qh â‚¬reorl %124/8 CEMETERY LANE illrGAÂ¥/ 30 30 -i,6&40 O/'*4 0 41 00,#f.Â£11~ -1 THUNDERBOWL ARCHITECTS ~~-2 Â».6 L 300 S SPRING ST SUITE 201 li~ C . A PPROVE n ASPEN, CO 81611 42*#U (970) 710-2938 RDS 16.7 13/32 CITY OFASPEN LOT 11 ' NGS STAnON GPS# 10 S.159 1- I - 1~6 - 1 &23.- 9 -1 47'.2 3/32â€¢ . t - -1 1 N76 26 00 1. I. * --- - \ d \ . 1 7 Â· , Â¥59 42 pull '7*\. NUÂ».90Â©9 0-J -195#i - . /9.-- %1 . 79*0 ~Â«fl Â»f- f--7141--\ 1 - 1 Â« $*{%94 K j 11,Â·'./...1/â€¢ I'll Â»31%%49 Â· Â·Â·Â· 6-0Â· 8 I: ---......r-I- -/-h ' 9twaj \ 6-2 <art- tj Vu 1 N.Â».-ce 1 .---* . 1 41.1 l 0 ~'p:Q .Â£~2:p \0 -- 1 ' 4- kEt,=Â·4*.P . .' Â· t 2.. I 0 &@333 O 3 <i.&13'Mi"Ofirri, ' -- - .-...--. Â·~ 1 0-17 2 31 ....1 .k . . - Â· -u* 0 - 4/ 6 5 Ff,1 * . t Z.4 m Z 3 - rn B.4 One Story Element 17' I \ R L 1 W m 4 0 ,4 - - 7--- - 0 01 : 1 W 1 riA St ..#I) * 21178 SQ.FT. 1 3 3 - ~ < (N ' 2... -- v.<L ,93Â·~ -- 2, LOT 12 1\ 9 4 Â£ - 1 A" jAL."*3 '7 ~ Â·va- 100' = 7876.3125' 1 vi , h -4 \ 4 14'â€¢ ' t,&.. 3 \ O M 19\ 4 .v kitÂ· ' \\1 ker.7.Â· 7 1 , 6-2,000 Alternative Compliance :E .O - .-1/\/3-1 1 I . . 14 1 .:&1*!lit.:1 .:i.~'WA B.4 One Story Element 1-U Lu _ 0 0- U Mj I - ''rl , <C ..1 '. ' U *.2 .#~3468 9~. -Â·~ . 6-0 O CE ./ r- &~0%2/ bv~21$*4 .Â·fÂ·Â·~~ji :~_31 M -91- .. . 1 ..%: .'...':A'.- R,424 4944,1%- ti-{it?ff~ ~ LO a. \ \ 144'A.14, w.us,â€¢ IN 4411, : 9-1 24*WL -- . - 1 ... W/\A \ 9% \ 1\ 1% \144\ ~\F., . 1 ...,~ : : '1~.7,1 5/ f \ b <F~~ 1 Â· 'Â·.7. A- . 11 k. D '2** 7 n + 1 $20Â·640.4 - 1 SAV *ty: -ZCg . 22> *. .. 446 Alternative Compliance LU 0 t \ WIE 0 O 'I ./ * 1 1 2#67 . $*04* -1 1 52% ./ 4-k 1-142- 1 DA. -4,2 0 ~ - , YI ,"Irt 222016 *:Â® Â«1\ 1G%31>3*' CO , t .W.,0 219, . '- LS# 9184 I + h.te' lc/\ - \ 1 VhtÂ®' 1, J E \ .,/75 S76-23 PROPOSED -- SITE : / r--cÂ¥~~ PLAN %1+. I SOLE '25''AM, #5 RESM' 3/32Â· = r.0Â· Â«.79,4 NO CAP LOT 13 BENCHMARKÂ·~788178 ' PR~JECT B 33'-0 3/32 &224:0. 404 15043.00 539* t) /Th PROPOSED SITE PLAN *dti 'rEM 3/32Â· = 1'.0Â· *5*PA **M A-001 4% 16 Scale: 3/32"=1'-0" COPY.... 2016 â„¢UNDERBom/'CHIECTS L -1 13'-to 3/16 7~00* W...30 39/3/ Â¥91, 31â€¢LUE.43 Â·E _ AkI 313 CEMETERY LANE I1A40913GNAHLY "' t. ' ~ Â·11';iffsÂ¢!'~,Upy FLOOR PLAN THUNDERBOWL ARCHITECTS GENERAL NOTES 300 5 SPRING ST SUITE 201 ASPEN, CO 81611 APPROVE n 1. ALL WALLS El SMEAR FLYWOOD SHALL HAVE A CONIUOUS RUSH ANISH IURR WALL5 OR CONTINUE ATWOOD TO MAINTAIN RE REQUIRED ISH ANISH (970) 710-2938 -U*#-U 2 OÂ»SET STUDS WHERE REQUIRED SO ntAT ANISH WALL SURICES ILL I RUSH 1 NOVIDE BLOCKING FOR ALL ARTWOM, TOWEL 8ARS AND 1155UE HOLDERS, TÂ¥P 4 NOVIDE WATER RESISTAI GYP5UM BOARD BEHIND ALL PLUMBING RATURES, UNDER RDS AND AROUND TA AND SHOWER ENCLOSURES To A HEIGHT OF 70â€¢ MIN ABOVE THE DRAIN INIT . OR A/OVED BACKER BOARD UNDER TILE 5 BNISH MATERIALS toR ALL 8ATHS, SHOWERS, WALLS AT 5HOWER ENCLOSURES SHALL HAVE A SMOOTH. HARD, NONÂ·A8SORBANT SURFACE 5UCH AS mE/CERAMIC TIES. FORAANT CEMENT OR EQ LEGEND SEE AO,00 FOR SYMBOLS NOT SHOWN HERE -- -- ---- - -- - - (E) CONST. TO BE REMOVED EXISTING CONSTRUCTION 1II1It11Ij11I1I1! OR NEW CONSTRUCION $' NEW MASONRY WALL 1 HOUR RATED CONST. + * [fl [9] CD @ G : Â· Â· : Â·: ::rÂ·1~ 2 HOUR RATED CONST. 14'-113/4Â· , 60-3 1/4â€¢ , 10'-3 1/2' , 2r-3 3/4 9/9 j. , , , ,/7 UJ 210-3 3/4' , 10'-31/2â€¢ , 6'Â·31/4â€¢ , I 14'.11 3/4 I I 1 4% 1 1 - 11 1 1 9/ 9 .% - - 1 0Â£<C - -3.. 0 u ri--21 MEDI AREA n 1 1 01--bl- MECH AREA LU Â· 4--f- 7 1 , 9-63/4' ~ 3'-61/2' ~ rn | V | , 19 1 I. 1 9 liuU...M. .Elow *~08 ,|,3'-61/2Â·;~, 9-6 3/4â€¢ , , 5'-111/40 1 , ' 4 Ul - Za 1 |.INEKCAVATED AREA a_ < I ' LO LO 1 1111, A 1 1 r./ 1 D- 3292016 /.h 1 1 1 1 2, . I 2 ~439/ v LOWER LEVEL FLOOR PLAN /2\ LOWER LEVEL FLOOR PLAN - r*3667 3/16Â· = 1'-0â€¢ 3/16' =1'-0' PR' 15043.00 682 -4-3-1 A-100 024 8 Scale: 3/16'=1'-0' COPY*M 2016 THUNDERBOWL %/[mECTS 3 A I kl a '0090 I L~~Â£-g o # 3'-5 3/4~ 5'-91/2' -, 1 13 DklÂ¥d 9111/7 , 2'-6. , .Z/l ll-,6 FLOOR PLAN THUNDERBOWL ARCHITECTS GENERAL NOTES 300 S SPRING ST. SUITE 201 ASPEN, CO 81611 1. ALL WALLS WIni SHEAR IYWOOD SHALL HAVE A CONnNUOUS IUSH INISH PURR WALI OR CONTINUE InÂ¥000 TO MAINTAIN THE REQUIRED FW5H HNISI'L (970) 710-2938 A PPROVE 1 3 PROVIDE BLOCKING FOR ALL ARTWORK. TOWEL BARS AND HSSUE HOLDERS, TIP 2 0115ET MUDS WHERE REQUIRED SO THAT ANISH WALL SURFACES WIL I IUSH MiaÂ«J 4 PROIDE wAIR RESISTANT GISUM BOARD BEHIND ALL FLUMBING IME UNDER AND AROUND TUB AND SHOWER ENCLOSURES TO A HE]GHT OF 70Â· MIN ABOVE THE )RAIN IMET OR AmOVED BAO(ER BOARD UNDER MLE 5 ENISH MATERIALS hOR ALL BATHS, SHOWIERS, WALL5 AT SHOWER ENCLOSURES 51'IALL HAVE A 5MOOTH, HARD, NONABSO,BANT SWFACE SUCH AS TILES: CERAMIC MES. RDS PORTIANT CEMENT OR EQ LEGEND SEE AO.00 FOR SYMBOLS NOT SHOWN HERE. -------------------- IE) CONST. TO BE REMOVED EXISTING CONSTRUCTON 1111111111111111/ OR NEW CONSTRUCTION 8?$?$2$82$?$62$2$?$2$60661 NEW MASONRY WALL 1 HOUR RATED CONST. â‚¬) CD rkÂ·Â¢ r R 'Di G I E.51 '~ /h / 2 HOUR RATED CONSL 1/ 14'-11 3/4' , 60-31*11; 1, | 10'-3 1/2â€¢ 2r-3 3/4' 40-5 3/4â€¢ ', ' , 21'-3 3/4 10'-3 1/2 6'-31/4Â· , ~ 140Â·11 3/40 - 1 1---11 [ 6-6 3/4â€¢ v 8'-6 3/4' , , , 1 7, lk=====1! !1 ' 4'-5 3/4, ' '1 /1 G.1 LUO .-. I \LI U.1 arv 8 6 3/4â€¢ MUDROOM ~ 1 4/ 09 <CN 1 1 IL+ k BEDROOM 13 - 6 - 0 09 BA' 1 | MUDROOM 0Â£# 1 = GAUGE 9 k Â»I fil \1 (z_- F# - ~ 3~5 1/21cTi, '2'-21/21 /\1.1 412 3/4. 1 7 IEDROOM 1 U IFI.7=1,-J~- STOUGE zgz 9 5'-6Â· , IT-101/2' (k: 31 00 * I -, *1 1-1/!' U 1 6 11'-101/2, 3 3Â·.9, /El ~ ' 4'.2â€¢ ~* 3-21 ~, GA AGE 4 -+ 0- I .4- diâ€ž ip , L| 14 m . 1 9' '~~~ti~~ ' '4' 1'-10 1,2 ' 6112> ~2/ c*67'-5' d i z 9- I /Zi f d ] I lk- 9 4 U.1 - ' I / 1 1\1 7 CL 2 _ ty_ _Mi i Z_-/I -7/ 1- 1 3 1 '' '' L ~ 7'-5~M,24: I ,,42~3 1:O1~f "-6,-di~ 2 n . . I A-Â· U I E-' I.- 1.-1 < 1 --1------ - ' Â· Ni 51-RG dioSET M x. Iffi / 1 1 1 1 - 1/ 1 1 - 1610 0- 21- alÂ« 00 e 1__.u i 3> 1 - 0-le \ 1 -- m -------------/ 6 'L a . I BEDROOMA 2 * 1 -, 1 1 3-11 - 11.---- 19 ------ I % 0 Â£3 1 ~ F=====' -9 -Ult i . 1. 1 1- - \ 38 . 1 . 43) BEDROOM , C> 1 51 1 -1 L Cal 0 33 3.29 2016 1*f- 2 1 = 2\ - - 1 1. Â· , 4'-9 1/2' ~ ~2'-8~ ..z | ~ 1 1 - 1 - %. f.6\ 11 1 1 Lj L 4-8:/8, , ' 1 w v MAIN LEVEL /7\ MAIN LEVEL FLOOR PLAN FLOOR PLAN 'LE (A-101)U 3/16' = 1'-0' 3/16â€¢ =1'-0â€¢ PR&1ECT 15043.00 1 j A-101 Scale: 3/16'=1'-0" COPYRi.- ~0'6 â„¢UNDERBO. ARIMITECI BAINa 3 GGL/9Â¥L 0 00 ~3'.71/2~7'-0', P0090 13DkIVd 4--.~L' Â£ 61/5411.-f' 1 r -1 FLOOR PLAN Â¥ THUNDERBOWL ARCHITECTS 4 GENERAL NOTES 300 S. SPRING ST. SUITE 201 'g ASPEN, CO 81611 1 ALL WALLS Wlâ„¢ SHEAR ArNOOD SHAI HAVE A CONNNUOUS RU5H FINISH FURR WALLS OR CONTINUE FLYWOOD TO MAINTAIN 11{E REQUIRED FLUSH ANISH (970) 710-2938 4 3, 2 01Â¥SET STUDS WHERE REQUIRED SO INT ANI5H WALL SURFACES WiL 82 IUSH APPROVE n 3 PROVIDE BLOaING POR All ARIWONJ~. I[)WH 84,3 AND 7753UE HQUEI TY 4 4 YOVIDE WAIR RE515TANT GYPSUM BOARD BEHIND ALL PLUMBING AXTURES, UNDER 42Â«U AND AROUND TUB AND SHOWER ENCLOSURES TO A HE]GHT OF 10' MIN. ABOVE H DRAIN INLET, i OR AMIOVED BACKER 8OARD UNDER U 5 nNISH MATERIALS FOR All BATHS, SHOWERS. WALLS AT SHOWER ENCLO5URES 5HALL HAVE A SMOOTH, HARD, NONABSORRANT SURRCE SUCH AS TILES/CEUMIC TIES PORTWIT CEMENT OR EQ RDS LEGEND NOT SHOWN HERE. WA. SEE AO 00 FOR SYMBOLS KIUIZII (E) CONST. TO BE REMOVED - EXISTING CONSTRUCTION OR NEW CONSTRUCFON - LU 888858858888558m NEW MASONRY WALL ~ 9% 7-ZIE77-EFEETZ. 1 HOUR RATED CONST. [3) <). 9 Flh I B.5 IC E E.5 F G (ji) TE=3373.,-~ 2 HOUR RATED COAST. Â¤ 14Â·-11 3/4Â· 6 31/4 AIX 10'-3 1/2. 21'-3 3/4' 4 -W W, [- -70-8 3/4' 6-3 1/4 21'-3 3/4' 100-31/2 14'-11 3/4 3Â·-21/4' co- ------ -1-67.&39 -- --~-6.n/ii 1 1 ---1 1- - -/31174~~ ---- ----- -1 7 Â£11 | - 7 627/y - --- -------6-6 3/2 F -1----------371/2' I 9 0 - U- - - 8 LU 0 N - 11 1 r__ ___ _- "Nlâ€¢Â¥ coint 1 m 1 - 0/ .1 C.1 , _ 3 - 9 B 1 010 - El --- (2*7- K15i~K I[N _ - ~~ .WOM 3 - 9 0 11 11 1 . 1/ 1 - U -,0 ~3'-To 1/2Â· Z 203 :, e --Xi 22 mil h i LE-] 11 11 1 1 11 1 -1 DINING e rEF-1, 1 -- 1- , 11 0-- 70 -' 54' 9 E - U 11 Â¥6 ~e 11;-JULI - 9 L O M BEDROOM BATH 3 . KITC N ~ O CÂ·,4 11'.7Â· 3 -11 1 4 1 11 1 Eâ‚¬* 1.E~ACE,~Di ~ .1 , 4/91/2 11 11 11 1 - 00 2 CLOSET 1 [*1 - #- 11 11 5 . 7'-11 â„¢ 1 R. 19 111 1,1 lili Zo " ------ - - o EiE}-----7 L., t-- 1 0 -- ----3 11 - 11 11 w LU- ZAZZZIZEZZZ-ZZZ - - - - - 101/ 010 3/4 0 - 8 11 - --1123 -â€ž.. I 0- LIVING ROOM ] 1 CLOSET $ -- 11 9 + 206 .fL.L-_ 1--IJ- -------- 0 L_19>193-7 _ 1'Â·9â€¢ r â€¢ 1 1 1 1 1 1 1 2~11 --- - 11 -10 3/4 101' || | 11 11 1 UVINGIROOM 1 1| ~~~ 1 0 11 11 13 1 11 4~ 9'-111/2 3-6â€¢ 5-3 14 3'-31/2' 37 ' ~~ 0 -21 ' CD 0- - 0 11 --- ---- -- - -- = 8-5 3/4Â· 4 3 31/2 )3 1/2' 3-91/2' 1 || H ~--1 . 31_ _7-nur 71_ I u, L ~ - el 9-111/2â€¢ ,,1 1 @ E @ - 141 STAIR 1 ' I_-8_1 - 5 1 . - " - C 0 1 --- -- 1 ' --p,--- 3'-21/4' 70-41/4~ 7Â·2,1/4' 3/4 3 81/4' 2-lq /2 . M/' 1 - 1,77. 1 -31 1 11 11 t ~Â·uÂ·u...' u kpik -i> -3 4 10 - â€¢ LILLI e e 1 1/2 30.81/4' 3-10 4' I ' 1 0/3 - - Ax.x 01/4 7'-0 ~/4' 34 1/4' 1 I Q 0 2 5 1 1525 r~Â® 1 ' F 6 - '1 ' ' L- ____ /21 1 1 ---- --------- ----L _ 12 40-111/2' 6'-2 3/49 1 0 2-/ 1171 B.4. 6Â·-2 3/4Â· 4'.111/2' 1 /21 A301 '4289/ v UPPER LEVEL FLOOR PLAN SCÂ»,1 3/16' = 1%0' rh UPPER LEVEL FLOOR PLAN ~7---371-6,-I-Fi~ ~ 15043.00 Alternative Compliance B.4 One Story Element Alternative Compliance v B.4 One Story Element +Z A-102 Scale: 3/16"=17 3~ COmg. 2016 â„¢UNDERBOIARCI~ECTS L -1 ir.MmitÂ·(d x ,â€žt . I1M0EINB0NAH1 31 8 00 '0090 13DNVd 1/ .Ti 5-5 3/4 311SVD ggz/g,Z .//1 5-,6 9-111/2' RDS D.1 4'-10 / 1 10 1 le-6 THUNDERBOWL ARCHITECTS 300 S SPRING ST SUITE 201 ASPEN, CO 81611 [970) 710-2938 PPROVE M RDS LLI CE 60 jÂ¢ 03 40 08 @ 33 Â® O * 14'41 3/4' 6Â·-31/4â€¢ 10'-31/2Â· 21'-3 3/4 0 2/ r \ _ < 4~-1 112~ _ _______ 4Â«-----=,1-~~--gr--'--R~~,---_ rl 0-4- 21-3 3/4' 10-31/2' , 6Â·31/4' ~ 14'-113/4' ' 11 / 1'-71/' ' ' / r .. \ 1 1 111 OCNI 4 1/: 0 LU 00 - T.7 111., 4 iÂ« i :i~ U / F' - -* n ~ n , --6-1-r -- -- -=,~1- -- -- -Tf- - &J h 02 < (N 11 d .11 5 N I - 01 -P 97 r . 3:12 I-- Â· - I 11 - 1 4 1/ U 03 11 ..11 :21. \ i.\. .1 F %0 9 1 -1 721 11Â· : ._ 11.1 f. -9.71/7Â· / ,F y /t \ - --1 U ON *T.- STEL- 1Â¥STDA SYSTEM o. i QUNIED /Z==- . 4 I -'*- -M . p, _ -wo,uo.o.1-./. IJL.--.- - ... :-1 -- ) t. Â·-- --Â·Â· 1 1 1 11'.61.2. 1 , 'f < EE / r.1 1--.9 4 4 , 41- r~Â·Â· Â·Â·Â· Z Â¢gp -22=2222:747-1 1 W .4 ---u- i, U 3-1 1 W , - â€¢.r':1:.'**0 7.--1: i / 11 4 IL_21: A / E-7 -3 -1 r- -- < u,1 2222% . 1. L F. 1 Lo u &2 Il ~. --p-1 # 1~1 h 1 f 52 ,--Te_--Â·_t-112... .... ... 01-------127 1 + i .1. Â·,1Â· . 4* -+.--*** .~ ir> < ~ EN i i n , 1 h cl- d , r Â¥ 1 'f b j if 1-112' 4 Il EN Il 1. L 1 9 1.1' 1 i : $ Gr ; J-- -[F ~ 97 -=1= ==a -m= === 91-11 , 46Â« * t~j H--~ EN h , Oft - ~-- 1 N ij . :%3'191= 1 .....r -- . 4- a I s./. o u c,/mo 1 / f- 4-f. - Gil /~111~ i~ . , b'-7 1/2, ' p - \ONME-LSTRÂ·l.'St -- 3.1-JPe /*/4..â€žliggE -i / , 1 h DATE 1!U-IL----- -i 3.29.2016 .F67 : _ l 9 0. r 9'-1' U E-,-1 r 1,2.-r, %11--40=4-*.&--*- - .f 'la 1 - ~ Â® 1 -4-- . i \1! 222223 1.-].~ 1 '1 ' 1- - - ..r- =r I -- U \ 4% 1 -~ -21 ~r .U -r ' 41/; 9'Â·71/2, 1' ' CA ROOF PLAN ~ 3/16' = 1'.0' v MAIN LEVEL FLOOR PLAN 9-' 3/16' =1'-0' PROJECT 15043.00 024 8 A-103 Scale: 3/16'=1'-0" COA*IGHÂ© 20~6 â„¢UNDE*00- A. ECTS THUNDERBOWL ARCHITECTS APPROVE 1, 300 S. SPRING ST SUITE 201 ASPEN, CO 81611 42*-U (970) 710-2938 Al 81 C F RDS 12'-5 9/32 .0 & T T -&-MIDPOINT OF ROOF 4 -- 7 EL.= +124' 8-9/16â€¢ (GRADE @ 100' 8-1/49 w 00 6 0 0 + IWII 0 + e. 0 7 8 - 2 - E1 1,0 '07 1 4 rk T. O. PLY @ UPPER LVL 1 1 01 1 Ie 1 0 L iÂ® 3 2 00. 1 21- rk TO. CONC @ GARAGE 0 4 7 El, = +100' 8-1/4Â· ,6 T.O. FLY @ MAIN LIL -E=+1860' I ~" USGS = 7876 3125' | / T.O. CONC @ CRAWLSPACE -V-iCUE337ii- - - --~ ---~--- - ---~ ---~ 09 < 01 Alternative Compliance Alternative Compliance U 0 B.4 One Story Element B.4 One Story Element IJ rn WEST ELEVATION - LU O \A-200/ 3/16' = 1'-0Â· -1 U r * Vi G F T C~) 1 < LU _ C A ZO 1 U a- < U.1 U CE LO <C h a. ~ ~__~~_â€ž_-m 8 ZJ 1 I 5 . 2.LIZEZZIL 0 1 na 0 LO 1 1 11_32_11 - 7 + 'ZEZZIL_22-ZI- . 9/ r.. , 1 el '9 i n < TO. PLY @ UPPER LIL ' ' 79 --- Â·-- - DATE '|Â·'' EL. = +110'-6â€¢ i "-EZZL__.~_._.___.__--26222ZZIEZE 6 - - I 3.29 2016 IZIES-Â·Â·Â·-~ 1 ---ZIEZEZZI 5222 + 00- 1 - i -~ 0 =Fi~ T.O. CONC @ GARAGE ;: 4 , - 4 5 11 5 5 - 1 1 < T. O. PLY @ MAIN LVL SOUTH V EL. = +100'-o' USGS = 7876.3125' I - 1 - A- - 111 -- 1 - - I EXTERIOR ELEVATION SC~E < T.O. CONC @ CRAWLSPACE _ - _ 3/16Â· = 1'-0Â· 'P' EL.=+930 5-3/8â€¢ .. 15043.00 /7\ _EAST ELEVATION 3/16' = 1'-0' 8 A-200 Scale: 3/16"=1'-0' COPTRICH. 2016 â„¢UNDERBOWLARCMEm BAIND >133 '009(0~ LgEZZ Iliv r -1 THUNDERBOWL ARCHITECTS 300 S. SPRING ST. SUITE 201 ASPEN. CO 81611 APPROVE 1 (970) 710-2938 k Mia*#J 1 1 0 11 LI RDS 66 1,1 1 r- L -2 Â» 21; ~ T.O. FLY @ UPPER LVL _ EL = +110'-6â€¢ ' =i J W<,1 .r~+ r~"r , I -1~Â·-"/ Ul > 6 1 ./ " 4 - 321 L==~~2~:=221=~2=:~2::z~=2::--7* 0 -1 CE ~ T O. CONC @ GARAGE EL = +100' 8-1/4Â· ~ T.O. PLY @ MAIN LVL _ EL.= +100'-0- USGS = 7876.3125' " " LU O * TO. CONC @ CRAWLS~ACE - I,L,1 0 EL. = +93' 5-3/8Â· U ZE 09 C -) NORTH ELEVATION LU (A-2007 3/16' = 1'-0' -1 OA 1- 09 09 3 CO CO < LL[ 9 12'-101/2' , '91Â« M C U.1 ~ MIDPOINT OF ROOF INORTH) _ EL.= +124' 4-5/16' (GRADE @ 1000 8-1/4â€¢) | ' 0 11 In---Â«==~212~ 0- 41 IL==_Ji r-6 T.O. PLY @ UPPER LVL *1-1 U' '-1 1 1 11- 1 1 - 1 1 1 I I. Tk DATE 9' EL = +110'.6â€¢ 3.29.2016 % V7 Z L U 1--7*11 11 ~ T.O CONC @ GARAGE EL.= +100' 8-1/4' * T.O. FLY @ MAIN LYL - - - - - - - - - - EL.= +100'-0' SOUTH USGS = 7876.3125' ' EXTERIOR ELEVATION 44 24% ~ T.O. CONIC @ CRAWLSPAg PR~E' ./.$* EL. = +93' 5-3/8' 3/16Â· = 1-0Â· 91*ff Â©%01 K 15043.00 4*920 ill 03Â·Â· fit /73 SOUTH ELEVATION (A-200) 3/16' =1-00 A-201 0~~~~~~<8 Scale: 3/16"=1'-0" T. -W'll .r CO-NIGH. 2016 â„¢UNDERIO~ ARCHITECTS L _1 -./ /4....* *.e. ~ t )4 Â» I #,5 ' *0 0 901 *20!MER] lM0EIN30NnH1 GGLISÂ¥ L 14 1 I : 4 t~ %.~ 00 28-201 6.-09>L-q MAR 2 9 2016 ATTACHMENT 2 -LAND USE APPLICATION PitOJE(21': C!11 r 4 42(EN ' ,<M! Name: 795-79Fese Castle Creek Drive Location: 7 95-70 eâ‚¬ Castle Creek Drive - Parcel ID 273512206004 (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) APPLICANT: Name: Matthew Smith - Thunderbowl Architects 300 South Spring Suite 201 Aspen CO 81611 970-618-1645 Address: Phone #: REPRESENTATIVE: Name: Matthew Smith - Thunderbowl Architects 300 South Spring Suite 201 Aspen CO 81611 970-618-1645 Address: Phone #: 1144* @Thaaewb*,141. CÂ» T) PE OF APPI.ICATION: (please check all that apply): GMQS Exemption U Conceptual PUD U Temporary Use GMQS Allotment U Final PUD (& PUD Amendment) U Text/Map Amendment Special Review U Subdivision U Conceptual SPA ESA - 8040 Greenline. Stream U Subdivision Exemption (includes ~ Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane Commercial Design Review U Lot Split U Small Lodge Conversion/ Expansion Residential Design Variance U Lot Line Adjustment U Other: Conditional Use EXISTING CONDITIONS: (description of existing buildings. uses, previous approvals. etc.) We are requesting alternative compliance for the "one story element" item within the new RDS standards. PROPOSAU (description of proposed buildings, uses. modifications. etc.) A new Duplex development. Have you attached the following? FEES DIE: $ U Pre-Application Conference Summary U Attachment # 1, Signed Fee Agreement U Response to Attachment #3. Dimensional Requirements Form U Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards Â£ 3-D Model for large project All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. m El m Unmo I 5 5 MAR 2 9 2016 C ' V OF /1 <2 c VN 21.281 ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: .15-0--@eme L = 1 C-tia'rte 794 -796 LAS'T" 4- az64- al.1Â« Applicant: Chip Whipple Location: U.se-eettle Lelly La116- 779 - 7545 2491,2 02.66-* /9,2114Â£_ Zone District: R-15 Lot Size: 21,344 Lot Area: (for the purposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark. easements. and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing: Proposed: Number of residential units: Existing: Proposed: Number ofbedrooms: Existing. Proposed: Proposed % of demolition (Historic properties only): DIMENSIONS: no change from land use code Floor Area: Existing: Allowable: Proposed: Principal bldg. height: Existing. Allowable: Propoxed: Access. bldg. height: Existing. Allowable: Proposed: On-Site parking: Existing.- Required: Proposed: % Site coverage: Existing: Required: Proposed: % Open Space: Existing: Required: Proposed: Front Setback: Existing: Required: Proposed: Rear Setback: Existing: Required: Proposed: Combined F/R: Existing: Required: Proposed: Side Setback: Existing: Required: Proposed: Side Setback: Existing. Required: Proposed: Combined Sides: Existing: Required: Proposed: Distance Between Existing Required: Proposed: Buildings Existing non-conformities or encroachments: not aware of any Variations requested: alternative compliance on "one story element" r -1 - ----I..lillill----I-~ ~ THUNDERBOWL ARCHITECTS Eâ‚¬*):{ 300 S. BRING ST. SUITE 201 *~ ASPEN, CO 81611 (9701 710-2938 et 3-8 Â»el ... ~Aj B C E F G wÂ»* IT /* 12'-5 9/32 ---0 4 'iL ,6 MIDPOINT OF ROOF . T T I T r--EL.=+12489/16 IGRADE @ 100' 8-1/41 | |~ ~~I F 1 16 1\0 --- --1 11/I I IEI ' @ 0 14 . 1 4. le [I 1 4 19, 1 - 2 - - GE. 1 1 7 ~_T.O. PLY @ UPPER LVL _ m rn, â‚¬91 r EL = +110'-6' I ~ I ' liu 1 1 iMAG=E=il 0 2% Al > F? 41 w 2 Â£2 4 T.O. CONC @GARAGE w 4 -EL.=-716678-Vi - k E 6 T.o. PLY @MAIN LVL - -- O .I EE=+150'4' USGS = 7876.3125' 1 U.1 og la T.0. CONC @ CRAWLSPACE Ul 0 01 "-f -IE-=+93'5.378' Â£ < M <31 1 /71 WEST ELEVATION U.1 -J r. - IJ if -1 001 G-I F T j 1 1 Â»r~ - D C A < EEtÂ« U (A -1 10 U . Ul - - r0 040% < 5. al 'Â«41 Â§444 -S ' Â§Â»2 1 + 27% 1 1 1-j i i/J==3 J â€ž 1 Ij I 3/1 .. 5 1 I im rL TO. P'LY @ UPPER LVL . -- ric-=-:lici:~ i ~ mt -:Boa> 1 80.:I T.O. CONC @ GARAGE w Â· 57 Â§~4 'mic i 4_ T.O. FLY @ MAIN LVL -~-E-UGEd - SOUTH USGS = 7876.3125' I P | EXTERIOR < T. O. CONC @ CRAWLSPACE ELEVATION i SCALE V EL.= +93,5-3/8 3/16â€¢=1'-0â€¢ 3%31 ~ i<#~*Ef 15043,00 :.I \A-200 3/16â€¢ = M /Th EAST ELEVATION - A-200 4 024 8 CO*1/.O ./ nÂ«Jg,80. **C~TEOS Scale. 3/16%=1'-0â€¢ L -1 5 1 THUNDERBOWL ARCHITECTS / 2- 300 S. SPRING ST. SUITE 201 j . ASPEN, CO 81611 (970) 710-2938 0 0 9% i Iii Â® 0 0 0 10 3 0 6 1 11 1 1 6 9 81- '- '/' " 9 .~ '11 .: 11 ~ T.O. FLY @UPPER LVL Ed-2 1 . 9. EL = +1100-6' | ' LU $Â·9,/5(42>* A AN E 72* 9 1 - "71 Â£2 < T.O. CONC @ GARAGE 7 EL. = +100' 8-1/4 < T.O. MY@ MAIN LVL # ~EL=+100'-0Â« ~ - ~~ 4 USGS = 7876.3125 rl/41: LLI 00 /~ ~ TO. CONC @ CUWLSPACE .. EL.=+93' 5-3/8' ~ LL| O â„¢ 73 e < M 1% I /7) NORTH ELEVATION LU ~ N '49 (A-2001 3/16' = 1'-0' Il ~(N :- 0 VJ 0 0 0 03 03 , Zo U.1 - 12'-101/2 a- I I I I U 0 - < LU FT < MIDPOINT OF ROOF (NORTH) 10 U 'F EL.= +124' 4-5/16â€¢ 1 Ckf (GRADE @ 1000 8-1/4') I 1 , 0 0*1%---- < r-- O- 64 1 f- -] 1 + j Lr) â‚¬0 11 r h . i' ~ ' :' : 13% ~ TO. PLY @ UPPER LVL 1 1 - ~- : - 64<' EL. = +110'-6' 1 . ' 3.29 2016 0.91 DATE %54 ~ 1 dll 1 fl * T.O. CONC @_GARAGE EL = +100' 8.1/4Â· ~ T.O. PLY @ MAIN LVL - EL = +100'-0Â· USGS = 7876.3125 SOUTH EXTERIOR .A ELEVATION * 5~ ~ T.O. CONC @ CRAWLSPAC-E EL= +93' 5-3/8 3/16' =1'-0Â· 1504300 i{5}49*{5 N rh SOUTH ELEVATION \A-200/ 3/16â€¢ = 1'-0Â· .*=W- A-201 41] 024 8 Scale: 3/16'=1'-0' â‚¬*a C..IGH.. 7/6 ./â€¢~ERBI. ARCI'll L J 1/*OEINBONAHDOÂ» 5'-0' , 3.9 -f 144. 67-% i 4 â€¢fil MAR 2 9 2016 -. .-0 ...UAl? Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to indude a Homeowner Association Compliance Form (thls form) certifying the scope of work included In the land use application complies with all applicable covenants and homeowner assoclation policies. The certification must be signqd by the prop?*.owner 9.-221 -Â·- -, snfi,-,c -Â·'3 7521-'dy,my. '20 46, Name: 0-.k, 4...a c> C.+u*i*Â»a ]4ACABL.21?2.gsT + CY.mhA (10-4.-F4,er,w Miresr Property _... ~.~.~ . . .. . Owner Cll: Email: ARK â‚¬ 0\CaL- 4.0. Cb,1 Phone No.: 67'25 - (701 Address of Properly: N SO CSH2767-7 L.+05 (subject of application) Aspe#. 63 9 1 6(/ I certify as follows: (pick one) O~This properly is not sublect to a homeowners association or other form of private covenant. Â£ This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners assodation or covenant benefidary. ~ This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneticlary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. 1 understand that this document is a public document Owner signature: date: Owner printed name: / , 1 4 AUomey signature : Lf.'#. .:4241/1:9:1&/.- date: /2-/ S--11- Attorney printed name: ANME 114,zinE HGkie 3 r- 4 Ill>b RETA' :1 cÂ»,i r 6. 2 ./ . 4, COMMUNITY DEVELOPMENT DEPARTMENT Agreement to Pay Application Fees Â° 00 0 An agreement between the City of Aspen ("City") and 002-S. 76(6 -86~01 m ~ Property Ralph Whipple Phone No.: 970-948-1422 . 11 ,-,g Owner ("1"): Lynne Whipple Email: whip@rof.net , Address of 750 Cemetery Lane j Billing 24 Middle Drive ; (~Mectof A KA CAST. E_ Plandome, NY 11030 : Z M Address: 1,1 application) 11 5 -7 55 44'= pA Â· (send bills here) 25 I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. 0 $. flat fee for Select Dept 0 Select Dept $_ flat fee for 0 $ flat fee for Select Dept 0 Select Review $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. 1 understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. $.2.9666 Wtosit for 9 2.-hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. 0 $ deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $275 per hour. City of Aspen: ~- Property Owner: 74 26{46'lk 4.e 76{6Â»6 3*stck (6~rovâ‚¬ A \C P Community Development Director ~ Name: city use: 0*665Â° r /1%, 00 C Title: Properly Owners/Developers Fees Due: $ Received: $ 55 V C-7 January 2015 City of Aspen I 130 S. Galena St. I (970) 920-5090 AR 2 9 2016 '1 John E. Callahan Revocable Trust U/T/A 12/28/2005 . Cynthia Callahan Family Trust .7 f f .....PI~ MAR 2 9 2016 December 15, 2015 Ce : i Yof / Aspen Community Development Dept. 130 S. Galena St., 3'd Floor Aspen, CO 81611 Re: 750 Cemetery Lane. Aspen CO, legally described as Lot 12, CASTLE CREEK SUBDIVISION, as shown on the Plat recorded March 5,1955 in Plat Book 2A at Page 177 and correction Plat recorded November 18.1957, in Plat Book 2A at Page 241, Pitkin County, Colorado (Pitkin County Parcel ]D # 273512206004) Community Development Department: We are the owners of the properly described above. Please be advised that Avalanche Eagle Pines, LLC and its principals, Ralph and Lynne Whipple (the "Buyer Parties"), have our consent to apply to the City of Aspen for any land use approvals and permits with respect to their intended remodeling or redevelopment of our property. All filing fees and other expenses for any such applications are to be paid by the Buyer Parties. In no event, however, shall any such approvals or permits or any conditions imposed the City in connection therewith be binding on us as the current owners or become binding on the property until after the Buyer parties have purchased the property. John E. Callahan Revocable Trust U/T/A 12/28/2009 A /7 /li.4 4/ Trustee Cynthia fallahan Fa,pily 1*st /1, #f By: /12â‚¬L- A El'L 4 Trustee de. '44 , f. 4421 .1.- J p .40 Residential Design Standards l.u MAR 2 9 2016 Administrative Compliance Review T iEÂ·ri.* t,â‚¬ t: * A - JA 1 r ,< t r /1 + I. I. .A, . t. y V .U, ..CN.i Review Process: The Community Development Department staff shall review an application for applicability and compliance with Chapter 26.410, Residential Design Standards. If an applicant requests Alternative Compliance, stall-shall determine ifthe proposed design meets the intent of the standard(s) for which Alternative Compliance is requested. If the application complies with all applicable standards (as written or through Alternative Compliance), a signed Checklist shall be provided to the applicant to be included with building permit submission. If the application does not comply with one or more applicable standards, an unsigned Checklist shall be emailed to the applicant including comments from staff on which standard(s) the application does not comply with and a description of why the standard(s) is not compliant. The applicant shall be provided the opportunity to revise and resubmit the design in response to the comments. Staff will keep an application open for 30 days from the date an unsigned Checklist is emailed to the applicant. If after such time no revisions are submitted, the application will be removed from the review system. Pursuant to 26.410.020.C, projects that do not meet the criteria for Administrative Compliance may be reviewed by the Planning & Zoning Commission, or HPC if appropriate, at the applicant's request. A pre-application summary will be required for a variation request. Page 2 of 2 RitiÂ© 2: 4 7 u 6# MAR 2 9 2016 Residential Design Standards * Administrative Compliance Review TZUl CITY OF jo ' : h- -24 CC.7'-wâ‚¬,57-v -5-k, -ac~ ...2!\:1 Section 26.410.020.B. of the Land Use Code requires an Administrative Review for compliance with the Residential Design Standards (RDS) for all residential projects, unless otherwise exempted pursuant to Section 26.410.010.C. Exempt projects include: â€¢ Ati addition or remodel to an existing structure that does not change the exterior of the building â€¢ A remodel of a structure where the alterations proposed change the exterior of the building, but are not addressed by any of the RDS â€¢ A residential unit within a mixed-use building â€¢ A designated historic resource listed on the Aspen Inventory of Historic Landmark Sites and Structures. New buildings on a historic landmark lot are not exempt. All applicable residential projects shall submit for RDS Administrative Review prior to building permit submittal. An applicant may choose to apply directly for a variation from the Planning & Zoning Commission or Historic Preservation Commission, pursuant to Chapter 26.410.020.C. A pre-application summary will be required for a variation request. Application: All applications shall be submitted to the Community Development front desk. Applicants shall be notified of complete/incomplete application by email. If an application is deemed incomplete, it will be removed from the review system. An application for RDS Administrative Review shall include the following documents: â€¢ Proof o f ownership â€¢ Representative authorization letter from owner â€¢ Vicinity map â€¢ Site improvement survey certified by a registered land surveyor â€¢ Site plan (11'417" and scaled 24'436") â€¢ Floor plans(11"x17" and scaled 24'436") â€¢ Elevations (11"x17" and scaled 24"x36") â€¢ Complete RDS applicant checklist addressing how each standard is met with sheet references for each standard (attached) â€¢ Digital copy of application I f Alternative Compliance is requested, the following shall ALSO be required: â€¢ Complete Land Use application form â€¢ Signed fee agreement â€¢ Total deposit for review of the application â€¢ Description of how the design meets the intent of the standard(s) for which Alternative Compliance is requested (to be included on the applicant checklist) Page 1 of 2 CITY OF ASPE.N LUPL?01 -FAIENT SURVEY PLA T L.LF , 1 LOT 12 C45'7'LA' CRL'EK St./7?DIFISIOA~ , 4 STEE. ROD 1 , PITELY 00(21/TY, CVLORADO ~ \ 1 LOT / - NOS STATeN ~ \ PS# 10 * 5-1 ke \ 1 1~Â·/ 1 J co â‚¬fs...3 Â·--- ~ IO 7146 5 lf. 4 14 8 --UÂ·Foo, c (63 6 1 i NOTES e \ ' 9 LEGAL DESCRID - -â€¢ 1 AEÂ· poit k-' ' '- C.-1 - - ---7879 - I /, 5/ 12. CA'it.E u ./ 1, Ae .riw~ Or T D Â· r.,r Â»Fp. 1 MAP' g I IN Pl.Al !300< 2/ A P /' 3 Pl Â· Â· 1.1 - 1 -' *- , IN PLAT BOOK 24 U P 41 I'. 11. PI . 1 ...0, 21.8 - 43 ./ j. 38 0 2) BASE OF :-ARIÂ· u a N , C 34 00"W BETWEEN A FOUND #5 REAAR NO C.As) AI THE S W IUÂ·;4t; -q - G-; 0 2-* Pt .)Pt MY i .,c/ AN[, A FOUND STEEL AN AT 1!NE N W PRODEPTY CORNER Obaa-,- = ---- 4 '- , 1 INFORMATIC ;PON FOR THE PREPARA- ON OF THI. r RVE , Â· 6 Â· Â· 7 1 ~ 1 j 3) THIS SUE 'f r -5 NOT CONSTTUTE A TTLE SEARCH PÂ¥ THIS S.RVE,-P PTL F 12:- r --- Y \1 A NORNE YA ..PANCE AGENC Of ASPEN. C. CO.-1 -M' 3, ..u bvu.Â· DATED 11/1.,Luu \ 0 16 \ \ 00 4) UNIT OF MEASUREMENT FOR THIS SURVEY 15 THE U.S. SURVEY FOCI ty 5 5 ELEVATIONS BASED UPON NGS STAION S-169 7720 819 NAVO 1988 DA:l))) BENCHMARK=7881 78' AT S W PROPERTY CORNER. CONTOUR INTERVAL 13 1(ONE'] FOOT Slt[. LOT ES CONSIDERED TO BE iN ZONE X AND OUTS DE THE 500 YEAR FLOOD FLA+1 ~ CONG-Furl' '1 D 1 6' ACCORDING TO ARM MAP 08097c0203, PANEL 203 oF 325, DATED JUNE 4 1987. SINGLE FAM _v .\ 1 1 DRIC#A, ~ 2 ~ ~ 5 7) CITY OF AvEN BUILDING RESTPICTIÂ·DNS IKENCE T $ -, 6 0 SETBACK RE -'ICTIONS R--:5 ZONE DISTRICT REGULATION.3 -- t rÂ¥9 t:'1 SIDE :,1 FF .7 1 Â·Â·u. 2, .] RES .300 ACCESSOR f r 9) NO NA PURAL HAZARDS WERE F'OUND TO AFFEC-1 SAID PARCE I. ACCOPOINC TO MAPS 1% 0 8) DISTANCE TO NEAREST INTERGECTING STREET: CASTLE CPEEK DRIVE 370 1 f ' &/ 1. PROVIDED GY THE CITÂ¥ OF ASPEN'S ENG:NEERING DEPARTMENI[ 1: 2 \ 14 >% 1 2 !01 POSTED ADDRESS 6 750 CEMETERY LANE / r-: ' 0 11 1 2+ FEET Or SNOW ON GROUND AT TIME or SURVEY '/ \\ e 1 72 0 1 0 I Irr=7883.30 ~ i \ .I - \ 1 44\ \ 6 G \ 10Â·,2 1 / O.:.. , 1 LEGEND 1 41 \0 , 00 11 ~ i BRIC' , O 7 5. ''8Â·,2 1 el ~ ..7 1 ' 4 1 10 â‚¬9 2-12 \ ASPHA.DRIEWA'! 111~ m 1 * INDICATES FOUND MON:.;MENT AS DESCRIBED PATI'i 1 3 6 1 0 . 1 , YPO YEI.LOW PLASTC CA; 1 al' 1 04 1 1 1-/ 1 1 i / -M------- l 1 we WATER METER C TELEPHON[. RISEN 14231 / N - ------- 4 / 4, 1 El, ELECTFIC METER / 1 Â© CABLE R;,} R / | -- ' ~ ' ,---li~---e FENCE LINE ' 1,-12Â¤0>0 Â«t,-i. 5 1 1 Ge GAS ME TER Wk-Â·4 I 4 l /10-14 1*. . 0 \ RO ROOF OVER--AN. TrFÂ· / ,/ em te> in-15 * r :71' G \ t J r> ~ ' -" 6.-12 TRUNK DIAMETER(INCHES)-DRIP LINE(FEET; %9 DEÂ¢,Duous TREE 5 \ 2 45 / / EVERGREEN TREE , / 15:P 11 \ 42 :/ f VICINITY MA.P 1"==400' ' l.99-1, cÂ· - ~ LOT 12 :~ 4< I' \ 1 u .! . .;' 1 7-9---Â·L...11.-1- .1_ /\ / \ %t.*33*14.-'.-'--- --4.:7.71'h~Â·-x/,~ --U / / 0.0 10 / . 7*+P . -pH L...T-'' ' ~~ SURVEYOR'S CERTIFICATE A 21,178 SQ,FT.1 I j \,2 / I Â»2 Â·- i-Â·1 - - .'.f.&/521/.0 : >4/ 1. ~ ,-- - -X . ' .-78//2.- -- --il - ' â‚¬54.. 1 V/'. f~41 1..,-71,t L /'__~ 1 I. 2 -,A: P L.A.Â·â€¢R[Â·/ CRE-cÂ· CE.prfry TH/Â·i Tâ€¢.I'. 1.Â¢to Ar'.- ~'" V p -rT AL 21.4 Â». IMPT Â· Â·Â·'. â€¢Â·'JNT 7.--h<Y PIA' rE--?RIED UNDER MY SJI i CÂ·. h .. . . , b u %1-ftÂ«~44~60>3:< 141~1 -- " 06 -- . 1 Aer .0 -.:'REED PAPÂ·1 - .2-: THE LOCATION AN., 1Â·'â€¢.- Â¢231... .3-6 YP 9 1 IMP, . .Â·fi.'ENTS:. EASEMEÂ· -LÂ· F i. Â»OF-WAY IN EVIDENCE L. Â· Â·1. Â· -, .1 AND ENCIL - Â·"Â·'ENTS GY OF -.- L.I PREMISES APE- ACCURATE~ S JÂ«~ ERROR OF LS# 9184 li >-,rÂ·Â·Â·Â·~-Â·g 75 ]ji ~I~'a Â»:F>-2> p \ \ ~ CLOSURE tb LESS THAN : Â·. uu - t..9-10 ~ 43 4. 1,1'_i-_*7.10<21555/6 24/ l 1 01{-6 634 1 1 l 1 V~ 14~3~X ''~ - 17 1- . 8 11 1 MICHAEL P. LACFERTY PES # 37972 k V 97 63>9 . .,12 -' 70.0,0 .2 -----a ~ -- W ,; i I. 1 \\ ...9 DATE ~ 1 ~ 4 --- " i 1\ \ . 6 EN-1 1 5-9 Firy#~Lw- ---1 1 -8- 15. REWAR %4 y N & Ir) 276 1 // LOT 13 Reclty Mot~~in Su,veying~. DATE S '; 'vt.; : 070/201 5 \ BENCH/ARK=788Â· 78 A' ~ 0!EVIsrl. ,/2015. 01/2016 -1 1 -42 \\ 1 -1 FILP Â·Â· 3 1 E -v ' - i CLIE I Â· Â· ANCHI FAAÂ·'i Plâ€¢:7' 1 I c 1,1 4131 Cfyelal ...... I ' phons 970/79-1919 E upon any Â£ .- i...Â·. .., . .6- 1 1,{ V= c~ft.0.*co 816:23 [Â§8Uch . .- -. 10 Co:am- .â€¢ .1 ..r--liy legalactxr.4. such' tâ„¢ 970-3,687) . no I , 1 ~- i I on ./.ed ur 1 , ./ c.imeÂ·.lutd ~alÂ»eprn. Met thar 'u. fro. i .ca'e or we ce,tiL- . linâ€ž CASTLE C '13//.ld 30 3'21.- Â·--- c CEMETERY LANE r -1 THUNDERBOWL ARCHITECTS :%: 4 300 S. SPRING ST. SUITE 201 ASPEN, CO 81611 (970) 710-2938 STEEWOD 14 713/ CITY OF ASFEN LOT I --Jf~k7:/ N(35 5TAnON C.# " 1/ 1 SÂ·159 U, \ d\% 4 14 * \%. 47-2 3/32 9. i, 1% 1 1 1 A*26Â·00Â·. 1 4%1 -- 1 1 //--3- 8 -211/-3 1 1 : ke STEEL ROD i -- -1.-r .-- 7 &64 9% Poe, /, I--- 9,MWM 1 1 $ ' 3 . 1 1 , . . .. i ' *I 1 1 : 1 \ , 1 , 1 V. :& . 13= 0 \% li \ 1 \, U - - - 0 1 -91 - 0 a ... -~Â·u__- 4--t . J 1 0 0 .._-4* ie. n,W \ A' Q 6--T 1 - rn 0 1 rn ,:/... 43 z 18 i z 00 O b . . ; < rn < M 9 %lit t. 'A \ 4\ -O O C 2101~ 2 E 'j ~ ~ 7, 1/3 t 3\ Sf. r \ Â¢ m 100' = 7876.3125' 1 . 1 , A O N / \ ~% > -- V , :It 1_.1 + 1 Â·:9 Â· ' \ 01 Â· 4 1... /, '1 1 I , .A . 4 / -a . 1 \ -%11 4 1.11/.. -4- 4 1 1 ' ''I ' 2-KI T : --rrn< . i 1 \ f. 1 d ' : 4 1 \ 4 ::Â· \ 3 r ~~r ~ Â·1 1 , \ \ I .-1 1 - i ,~ % 3 Â¢ 1 DAI 2 22016 2 I YPC \\. f r l.84 4 22 1- \ \\ 9 544--RÂ·Â·.Al. 96-*'9â‚¬34nry=.%.- PROPOSED * SITE LOT ' PLAN SCALE 3/32Â· -1-0 PROJECT '--0 3/32' 15043.00 .4> 1 . Vt> rn PROPOSED SITE PLAN ~-001/ 3/32 . 1'-0. 0 4 8 16 A-001 Scale: 3/32"=1'-0 CO~Â¥11... 20/ THUPÂ®/BOWL ARCITECTS L _1 - ALM3~ IlMO8830NnH.L ..4 3 1~ 4,44<.~4<:t.:.Â«p 13'40 3/16Â· IN'Â¥GAVâ€¢!30 3â‚¬>03. CEMETERY LANE 0 2 .-,,A~2''MiN .,/ - 43*:.A~~0*1 .N 1 3 0 N Vd 2966 FLOOR PLAN THUNDERBOWL ARCHITECTS GENERAL NOTES 300 S. SPRING ST SUITE 201 ASPEN, CO 81611 1 ALL WALLS WIR SMEAR IYWOOD SHALL HAVE A CONTINUOUS RUSH PINISH FURR WAIS M CONnNUE In,IOOD TO AWNTAIN ME REQUIRED RUSH MISH (970) 710-2938 2. Of?W STUDS WHERE REQUIED SO THAT ANISH WAU SUEFICES WILL BE RUSH. 3 NOÂ¥IDE ILOCKING FOR ALL ARTWORK, TOWEL BARS AND 115SUE HOLDERS, UP 4 ROWDE WATEE REISTANT GYIUM BOID BEHIND IL IUMBiNG RITURE5, UNDEN AND AROUND TUB AND SHOWER ENCLOSURES TO A HEIGHT OF 70' MIN ABOVE [HE DRAIN ILET, OR AMROVED 8ACKER 80)ARD UNMR BLE 5 RNISHAMATERIALS FOR AIUTHS. SHOWERS WALLS AT 5HOWER ENCLOSURES SHALL HAYE A SMOOTH, IARD, NO,kABSOBF SURFACE SUCH AS nLES/CEUMIC 1ZES, fOELANT CEMENT OR EQ LEGEND NOT SHOWN HERE SEE AO.00 FOR SYMBOLS KI------2--22222- CE) CONST. TO BE REMOVED EXISnNG CONSTRUCTION '11!11 1!Il[Illit OR NEW CONSTRUCnON Â·2 NEW MASONRY WALL 1 HOUR RATED CONST. i * 8 Â® j) @ 40 Â® 8=3Â¢M($<..w'=9:=Â» 2 HOURRATEDCONST. 140Â·113/4â€¢ ~~~ 6'-31/4' , 10'-31/2' ; 21'-3 3/4Â· . r I giv /Xh ' 21'.3 3/4 , 10'.3 1/2' 6'-31/4 14'.11 3/4 , f /1 I F-1 1 ' I ' I 11 1 k 1 1 Â£ <04 11 - 1- ,- -10 I I 9 1 U ~ AKE AREA 1 1.- - 1 ---% MECH. AREA i U.1 4 ~ 9'-6 3/4' J 3'41/2 ~ -1 N [=3 - Â»- N- -11 1 11 31Â«1 I & Â¢9 j/\r 1,- 0--N 1 F -GE ~ 1 6 3'-61/2" L 9'-6 3/4â€¢ ,' , 50-111/4â€¢ 1 0 1 '' Z 7 ' 4 U.1 1 .al. 0.â€žOf -el-IIA U 1 1 0 < 1 1.0 Ni LO bi 1 11 1 1 1 1 It 11 - 0 LO N 1 1 1 I DATE 3.29.2016 11 ; - - ' 09 / li til 4397 728' r V LOWER LEVEL /-h LOWER LEVEL FLOOR PLAN FLOOR PLAN SCALE U.100/ 3/16Â· = 1'-0Â· 3/16Â· = 10-0' PROJEC1 15043.00 A-100 024 8 Scale: 3/16"=1'-0 BAING >133 00 0 00 *00901 lgÂ£Z # al 130NVd 00 10100 .0, ' .91' 2/1 11,6 FIi FLOOR PLAN THUNDERBOWL ARCHITECTS GENERAL NOTES 300 S. SPRING ST. SUITE 201 ~ ASPEN, CO 81611 1 All WAUS IM S,EAR AYWOOD SHAI HAÂ¥'t A CONn NUOUS FLUSH RNISH. FURR WAIS 01 CONTINUE Pln'OOD TO MAINTAIN FE HQUIRED RUSH ANISH. (9701 710-2938 9 y4 1 OISET STUDS WHERE :EQUIED SO â„¢AT Fl~SH WALL SUIFACES WIL BE AU5ll A 3 FROVIDE ULOatiNG R)R ALL ARTWORK, TOWEL BARS AI lISSUE HOLDERS, W 4 110Â¥[DE WATHRESISTANT GISUM WARD BEHIND ALL PLUMBING FU[UI, UNDEN AND AROUND TUB K SHOWER ENCLOSURES TO A HEIGIfT OF 70' MIN ABOVE ME DRAjN ILET . OR AMROVED BACIER BOARD MDIR TLE 5 Fl,191 MATERIALS rDI All UTHS, SHOWERS. WALLS AT 5HOWER ENCLOS#5 5HAU HAVE A SMOOM, HARD, NON-ABSORBANT SUFACE SUCH AS nLES/CERAMIC TLES, fOlllANT CEMENT 01 EQ LEGEND NOT SHOV- HERE SEE *000 FOR SYMBOLS -------------------- (E) CONST TOBEREMOVED EXISTING CONSTRUCTON NUOUNMANt OR NEW CONSTRUCTION U.1 ' NEW MASONRY WALL ~ . 1 HOUR RATED CONST. 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SUITE 201 + I~ ASPEN, CO 81611 1 All WAUS IH SIEAR Ir,Â¥OOD SHALL HAVE A CONnNUOUS RIM IISH, FIR apg@'4' WAUS OA CONnNUE InÂ¥OOD TO MAINTAIN nIE KEQUIRED IMH ANISH (970) 710Â·2938 ey./. 9146& 2 OIET STUDS WHERE REQURED 50 DIAT RISH WAil SURFACES XE BE RUSH 3 ROVIDE BLOGING IDE ALL ARTÂ¥,ORK, TOWEL &ARS A,[) ISSUE HOLDERS, m 22%2 4 NOVIDE WITH RESISTAI GY,SUM BOARD IEHIE ALL PlUM,81NG RXTURES, UMEI AND AROMD TUB AE 5HOWER ENICLOSI.*ES TO A HEIGHT OF 70â€¢ MIN ABOVE IME OWN ILE1, OR AMOVED RICKI BOAKD IDER TU 5 mISH MATERIALS FOR ALL IAâ„¢S, SHOWERS, WAIS AT SHOWER ENCLOSE SHAL, 419/ HAVE A SMOOTH. HARD, No,+ABSORBANT StATCE SUCH AS nLES/CEUMIC TIES, FOIllANT CEMENT OR EQ LEGEND SEE AO.00 FOR SYMBOLS . /7/*/ NOT SHOWN HERE ,>*â€žA -HHIHIKKKN-- (E} CONST. TO BE REMOVED ----- EXISTiNG CONSTRUCnON OR NEW CONSTRUCTION - U.1 888883883388833m NEW MASONRY WALL ~ - 4 777mm-------37 1 HOUR RATED CONST. 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Alternative Complies Compliance N/A Sheet #(s)/Notes Standard j :, I . â‚¬?Za.:=I.-:. Our garage door is designed to appear as two separate doors with a vertical C.4.Garage Door Design ~ ~ (Flexible) 1 ~ element that separates them. See Elevations A200. 1V We have both a street oriented entrance and an open front porch. D. 1.Entry Connection (Non-flexible) Our front door is not taller than 8'. See Elevations A200. D.2.Door Height (Flexible) D.3.Entry Porch Our entry porch element is not more than one story in height. See See A001, A101, A102,A200. (Flexible) Both front facades (of each respective unit) have a principal window. See See E. 1.Principle Window A200. (Flexible) The windows do not span more than one story. See A200, E.2.Window Placement (Flexible) Lot is outside the Aspen infill area. E.3.Nonorthogonal Window Limit ~ (Flexible) We do not have any light or stairwells within the front yard setback. See E.4.Lightwell/Stairwell Location I (Flexible) A001,A101,A200. The quality of the exterior materials and their application shall be consistent on E.5.Materials 1 / (Flexible) ~ ~ all sides of the duplex building. See A200. i Page 2 of 2 0 , 1 5 MAR 2 9 2016 Residential Design Standards /61 Ill] CBTY o p -795-755 Administrative Compliance Review Applicant Checklist Ti:1-0. {~f Ann.\ CE, 1-,~~ .,zz - - .3. r.,CN1 Address: *60 CASTLE CREEK DRIVE Applicant: Thunderbowl Architects Parcel ID: 273512206004 Email: matthew@thunderbowlarchitects.com, ryan@thunderbowlarchitects.com Zone District/PD: R-15 Phone: 970-618-1645 Instructions: Please fill out the checklist below, marking whether the proposed design complies with the applicable standard as written or is requesting Alternative Compliance (only permitted for Flexible standards). Also include the sheet #(S) demonstrating the applicable standard. Ifa standard does not apply, please mark N/A and include in the Notes section why it does not apply. If Alternative Compliance is requested for a Flexible standard, include in the Notes section how the proposed design meets the intent of the standard(s). Additional slieets/graphics may be attached. Disclaimer: This applicationis only valid for the attached design. Ifany ele,nent of the design subject to Residential Design Standards changes prior toor during building permitreview, the applicant shall be required to apply for a new Administrative Compliance Review. Alternative Stiuidard Complies , NLA Â·Â· 'Â·.Â·r$$Â·t..2 - Sheet #(s)/Notes Compliance ,Â»u . ~ Lot is outside the Aspen infill area. B. 1.Articulation of Building Mass ~ (Non-flexible) V 1 M4n~4~W444~VW-""V,~-~AU . -Â· We meet this requirement with the Strong Orientation Requirement. See Site B.2.Building Orientation ~ / Plan A001 for how this building is oriented. (Flexible) 1 ~ Lot is outside the Aspen infill area. B.3.Build-to Requirement (Flexible) This project has a combination of both a Projecting One Story Element and a Loggia. The B.4.One Story Element element is a one story porch, per figure 20, at the front entry. This Porch has only two (Flexible) open sides - as opposed to three, though effect is similar. See A001,A101,A102,A200. / This lot does not have vehicular access from an alley or a private street. C.1.Garage Access (Non-flexible) , This project has a garage that is set back at least 10' front the street from the C.2.Garage Placement i / (1%Ion-flexible) front most wall ofthe unit. See A001, A101, A102,A200. The garage doors are less than 24' and the overall living area is more than 5' C.3.Garage Dimensions ~ ~ I (Flexible) t greater than the garage door dimensions. See A001, A101, A102,A200. Page 1 0 f 2 750 CEMETERY LANE AKA 745 -755 CASTLE CREEK DR 0028.2016.ASLU 9 Permits - I a I.B.1 ~*jj: 2% %#~L: 24** ... *1 Eile Edit Record Navigate Form Reporis Format Iab Help 6 i @ 0 Â©< i ./ 4~Q i I Q] 6 4.Â«6 0. 'f j' 4 1 >i 0 ~Â© Dk lump l ~.00M Ole 1 . /1 2:441& : 243 O -3 @: 0 00/3 -9 23 2 2 -9 291"J ~ Custom Fields Routing Status I Fee SummarY lytions |Routing History I Pe~nit type hsiu ||Aspen Land Use | Permit # |0028 2016.ASLU Address |760 CEMETERY LN Apt/Suite | i City |ASPEN State ~~ Zip ~81611 | Per/bformation Master permit ~ | Routihy queue ~aslu 15 :* Applied |04 07/~2016 1 Project I Status Ipending Approved | Description APPLICATION FOR RDS FOR 745 -755 CASTLE CREEK DRIVE Issued | Closed/Final | 1 1 ! Submitted THUNDERBOWL ARCHITECTS | Clock ~EIRIi] Days ~-0~ Expires I04./02/2017 - i.1 | Submitted via | || Owner 4 i Â· Last name |WHIPPLE | First name |RALPH AND LYNNE | 24 MIDDLE DR U PLANDOME NY 00030 1: Phone 1( ) - Address Applicant Â® Owner is applicant? E Contractor is applicant? ~ :~~ Last name |WHIPPLE ~ First name ~RALPH AND LYNNE | 24 MIDDLE DR : PLANDOME NY 00030 Phone ~ ) - | Cust # |30240 | Address Email ~ 1 :2 , r.c : Lender ~ Last name ~ 1 Hrst name ~ 1 Phone ~C )- Address *spenGo]115 (server-, angelas ~ 1 of 1 - CHECK # 152 RECEIPT # 40479 PAID 4.7.16 *saER#3%6]p-*64fd<8111Â»2376]0 qgll