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Home My WebLink AboutLand Use Case.575 Sneaky Ln.0061.2005.ASLU . ". City of Aspen Community Development Dept. CASE NUMBER 0061.2005.ASLU PARCEL ID NUMBER 2735-12-2-05-002 PROJECT ADDRESS 575 SNEAKY LN PLANNER JENNIFER PHELAN CASE DESCRIPTION DEMO OF EXISTING HOUSE AND GRGE. REPLACED WfNEW HO REPRESENTATIVE SCOTT A LINDENAU 920-9428 DATE OF FINAL ACTION 1/18/2006 12:( CLOSED BY Denise Driscoll -475 Sneaky Ln Demo & Rebuild Hse/Grg- 2735-12-2-05-002 Case 0061.2005.ASLU \ 2Â»bviâ‚¬~ -9 06 Â«r r .... M Topograp h TO Site -- LEGEND -- 1 . / Â® Sewer Manhole e Clearout @ Drain *- # ~ Phone Pedestal 4 Elec Meter Lot 1 ' / Wwot. v * Gas Meter / *Fire Hydrant Tagert Sub division Â® Elec. Manhole / ~ Elec. Box / * Water Manhole . Â®Water Meter . I Well / r A r-i â€¢11 0 n I /1 1 ,/ ECT TO ALL EASEMENTS, OTHER RESTRICNONS OF THE RECORDED PLAT OF AFFECT THIS PROPERTY. YOU MUST COMMENCE ANY 1 THIS SURVEY WITHIN THREE ICL IN NO EVENT MAY ANY CERTIFICAIE BE COMMENCED TE OF CERnFICAnON SHOWN ONSIBLE FOR ANY CHANGES OUR POSSESSION. ANY COPY, BE COMPARED TO THE JMENT TO INSURE THE 1 ANY SUCH COPY, AND TO N MADE. VE TO AN ASSUMED ELEVATION 9018 FOUND NEAR THE E 1 HEREON, WERE NOT MARKED BY 1ME OF THIS SURVEY. 70 UTILITY COMPANIES TO ~ RESPECTIVE UTIUTIES. JIRED TO SHOW ANY SUCH RAWING. RIVER CITY SURVEYS 1 OF SUBSURFACE UTIUnES ~ OF THIS SURVEY. THIS PROPERTY AT THE nME GROUND LEVEL FEATURES MAY HEREON MAY BE APPROXIMATE ES, ETC.). ificate ->85-Â· Foon -11 -1! 575'07'0# 2.49' 1 || |/*/' \ time due p to currÂ¢nt snowl anal ice 1 r -- j depths. 1 -1 -11- 1-1)=12- 1-1)-11-jl-/ ...0.- 1 h.11-jj~ / 1 ~11. -11- 0 5 10 SCALE : 1 INCH = 10 FEET - //0 ....... . /9.-44,9 . 7.44*&- . ..... 0 : I. . 0-" 1 1, ' I 0 i : " :, -a"""'-5 4"12-47 1~~4 7JoÂ¥.7(412Â» . e . 1 1 2 0 1 . ...1./4 ~ 1,4'.4,4 0 : . 1 *4 - 1 - I . 0 1 , 0 4:7'.0 1 'L c.7* 0. 1 - .0 1 4ER I / 7. .. 4 92%13â€¢-P 4 -4.. 1 PWA, 29,6.g REM~ilillilitimillilillillillill'I.- :' 10 . 1 1, 0. 1 1 11 1,0 0- 0 0 0 1 03, 0.; 4-1'~~' 40 :: .8.71993Ao,4,-I.V: .sp..1 (**SfÂ«Â·. /,7161*WJ,< 0 0 . . ...0 0 WU-2.82:~ 1 1 7**Holm, - 2749'.4fall , .. . I â€¢91 4,~ . 0 6 .11 O - 1 . .0 - I ... I ' I 0 . . I. .. ...4 . 0 . . 0 11. 0 11 0 - . ... 1 , .. . . ... 1 C .dir VW , 0. : 0 ,.4.! 04;':fix. '':AB~04.- -*rit..1.,\~4 :no : 0. . 0 0 40 r -r -8,0 , 0 0 f . 'Sku , 4%1!/4 / '*.:f . ,//'14;;ithri Â·. .. 0. .0 0 ... ..6&. Â»Nue'. 0 1- I 4 . . U I . . .4 :.:.. . 7- 2,01,1 4 , ~73.07:.... x . . I ./. JP.41.5/. I " ' A.../A.I. I ., \\ % 44 41 râ€¢' ~ r" ' . . I . . 0 .4 D. 0 - , *4 . .' . 0 *'4 . '0 * ':U , 7ztÂ»*-66 02*0 ... 4, : 4 0 04*'' . â„¢.,1111 4 1- 0 ~. . 9.,â‚¬.9. 3...432. .Â·31')24'f ..17 . 40Â£09/ 4 ' . -/Ill'-i 544% %': .. 01,14~ . . 00 . ..:0 .. . . .-. .. #..... . ~:.--JEK# 44*6 rt* 0 9Â¢ A *4. r. 226/0 4A./4/.:/J'HE' ~ 4 A. 9,7 v.'- . 09-1 : f ' .r: ... '1-4. . 0 Â· ~ '**03. .. .. â‚¬**''f . I ... I . . I. . t.4 ... . #jo--g.r ..... *hâ€ž : 3 1--#24Â»Â«- ".9 . *wa~AFF&%24 Â·- . 4 :: . . lak 44&,Wel, . -PÂ¢*17â€ži./3, 26 9,4 : -9.. ' - 7 t' me . Ir. . -- f * - A .4 . . ' LAE . , t . 1/(#6 ... 9.-943>.,0 . , , , , --444't&1; 64~ .1, ~ ;'*' ~' ' - 40 449Â·.92 9,-3.PIT 4 ft' ; .4 - ., e ,e <,Zew:!2Â·5*..,46;9 .. g . 341 /fyÂ«'. 4442 ' ... . 9,1 42Â©. ./' Pr -i '' - .7'me C . ~ 0 - *11%? .\11,8 10 'lk , ' 74? A . - - - ~~Â°ii â€¢a - - - Â· M 23)* , 4,1.4 All .. de'... '1/ . . L 11~\ . f :4 .. .,11 0. -6 4- . 71:â‚¬224 .. .0 . - . . 4 0 9/1- :4Â¢-9, . 5- .4:F 2 ,1.,>jAR:330;,. .. -~.. I -2, I.* 419; -C 2A.:fiff,e'. I /, .4 '17/,7,5/: i 4 .'.46 . I 0,40.10 . TD 4*i ., â‚¬7: i>1' ~4~ilj~Â§~*~' - ; : 'D , '/ 1/94%22* f:~1*, " . . , 12 1 49:0~~//'Milf<'iwe . . \ 0 . . . <- 7 .5 Â¥41 ji. 1/, 0 . A - - ...... ... . -6 .. 12'-1 1 C$ e A- SM,% le. 3 5...t, I . 1 PliÂ· 0- tt .... Â· 2--1 4Â»t 17 1 I I 92 1.42. 9 41Â¢ . 1 . 1 ' __],~At-, ...:IA 1 1 - F 1-. 17 Ky. .... 2 4- t 44-,1 - C.,4 1 -4 - . ~r â‚¬ 1 - ./ 1 r a .1 I ' 1 - ~r'- ''. ' f { 11 I L ' . . _- 2 2 22 ZO 241% . .4 7-' i' . 43*:1.- 1-: 0-- -1- - 9314- 1 ~ - _AJ 6 - 1 1 4 \ 7 - . 1 \ -1- - - %/ il -- -1-- A 1. 11 :1 1,3 41 1. 1 - 1 9 111 ' 0 Ff->.,i 1 -- - - - 1 1 111 Z )&,Ct. *A -1 I PO 0 *44-E. ' C e.7>52, ' ' 1 C'. ---11.11 Q i 1 I /5791 - 2 f 1- 11 1 h Vt 4 jA _ 1v 2 Z 1 341 4 1- Q 8- . 15'-11" /1.. . 9.-5 N , 4 4 1---:-3 j 25' 0 - y -: 3 1 r , 1 \1 1 -9*- J :- ..1 11--1 1 MA Â£ 1 Â·-.19'PI L 1 - /. 1 *2 2 4 '2 '1-4.4124.- . F xe - - 5/ 1 W I /2-0 . /.-- .' 4 1 ' z mtâ‚¬...1 f . 1 - o a TÂ¢,1 lilli '11, . 2 N W - .| ... 1,1 1 1 1 11 1 1, r*,.4â‚¬0-5, .Â· 4 6 i ZIN P . 2, .2 - lilli 1.10 11 1 45 041,4: Â£9474. 1 \12 11 1 + / 1 E th. , 132 I 'LS 1 1.1 1. ./ -6 01111> 1 11* .1 0 ':.11,1 - 2. 1 I '771-41-1 4/.1 1 -10 4%91 Â·;FiÂ·~ %':'- , t,Â£,1 ' 843*,bi : t.*:. t -' - -L-- - 4 '1 4-- U ~'-4 . 1 f 7.. 11 , i Â· . '2 t. :Kn ' 4- 1 '4 i , r ba - Â«-f I L.i"/ _- 11 .fr- Â£ , 1. -3{(. r , 1 :|97- Ilri"|1i| 4 .J Â¢*fity~~~ .~ r.' 1-:Ut ~0 i / 11 61 â‚¬ .~ 111 1 1 + A.I. i .' . I %# I 1 Ly'.9. itiliT 1-1 [lili I , ... r ., --t...'!Ei . 0 -2 - -L fle , 1 ':07Â»1 , 1. 0-7 - 7 0- K" 1 94' . 45 ' '4 -4 - I 1 1 hi 0 fil,1 1 34,Flk:: i :,â€žr. , - Ill 9 le - - 'r-~A -' 10:1 1 f ' flt:. O 0 till-1 Z '' ze-% - i , %.144IS94/.. 1 -1 1 R- ft: . 14'-10â€¢ * , fyi. 1 1 N .1.4 1 111 1 T 1 21 1 N lili , 1 7 1 â€¢ 1/ 1 1 -flb 11 1 1 -- STUDIO _B COSNIAC RESIDENCE 575 SNEAKY LANE architects ASPEN, COLORADO 555 northmill street, aspen colorado 81611 (970) 920 9428 f a x (9 7 0) 920 7822 e-mail studiob@sopris net 11 112 Â® 1998 ' STUDIO B ARCHITECTS PC -HE INFORMATION AND DESIGN LNTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF STUDIO B ARCHITECTS PC NO PART OF THIS INFORMATION MAY BE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF STUDIO B ARCHITECTS pC STUDIO B ARCHITECTS pCSHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, WNCLUDING COPYRIGHT THERETO ALL RIGHTS RESERVED 23 - 41 .1 , ' -9- ~4 ./;.'.0*1 O EFTH VE NOI1Â¥A3-13.193,3AA ~ Er 'q.1 -tr A-1. P -;4' 2 N- $/ ,Â·- #2, 1* 125~â„¢2&r'- aâ€¢er + 2:21=~ @'6 - Sheet # t.-EV SNOI103S 31IS 211'Â·|- Bu,Mea - elep enssi Construction 90-29 1N3Kad013/\30 NDISEC] AeW 90-9-9 M3IA321 NIShIVIN m3819 Aekl 90â‚¬1.-2 NOIS30 011VIN)HOSâ‚¬ AeM 90-1.-* N91930 OUVINBHOS AaM / \ \ \ 1 \ \ 1 \ \ 1 \ -- 1 0- U) 0 a> .N I a) X (0 CO 01 CD Â·- tic 0 -o E E014 (0 S75Â°07'00 DESIGN 4-1-05 2.49' C DESIGN 7-12-05 1- I 4/MIt\%212---- ----% \ 1 - 1 / \ I 1 1 1 1 I -- --- --- -- \ 1 1 / \ \1 1 \ I , I I I j I t \ j Construction , 1 issue date: \ It j 1 1 ~ Drawing Title: ROOF LEVEL 0 * .:b .. - 7'= - a, jf le@ = =. ;=...... + SITE PLAN / mitl . - Sheet #: 0 10 4.. . 4@* 20 ... . 93% /1 1 PROPOSED SITE PLAN :/ 4% .... 49 Al.3 z q / 449 4 0 0 4 4 00Vhl0100 1.Lgle opejoloo ds e teeil s Il 41]ou 999 ZEBZ 0E6 (0 6 (0 Z 6) studiob@sopris.net as ar. i..,99 ,4 711,Ii-=,1,~,i<b-~m~~~=~ ~ ~~~~ =,#*Rgatuvirf, ~- - i-F,/ap"Ii"A-- ~lan.Lge - , ANIallyl"*I,ri'll""598$,1.~Wilf, ,~ejui '20/211/Buf*Flit/,i Â· '*,L ....r/~jl~A ' tr Â¢a,~<1~~~~7~~ "f:0 'k **334:*t,~Ird-IN CA/;'\44'h~1&90. 4~.Â·, ~ 4. 0-4~/~i~VM./~AA .4. .. 1 :44~#2%9123104~ 0 . ", *y~7/~4134~>'.r ,-49- .CA-- --~-*~-- -- I Tr.8:25/'',/Pla':.3'll'll'llilillill'lit.'llillilimull'll"I""Ill'lill 4. 0 4 W - . * . WA2, : -/2?''.4 .;:, --e- Fiwi.Wii ~244#~'=A-f-1/~-LAAJ'~Wai#~ +4 k' . -=- 1* rti.ti~M~-li= Gr.1,20,5:Wild-4,8- . I '4'. - T *(M b -I-lap- A :'- - 4%A Vil*-71 , 1 97144\ I 44 1:4*&191 .... ia:ZA--. . Â·~ . .*B.Â·ve:~34: , 9444% Â· 4 1 60 -.2alli!-2,3 ..... ~ . I .1 04 . ' 9. Â£ ...71* al.A -0* . 1 .. A 4 - i....11'll'll" .- 1.4~11/1 \ <2 \ 44-5 0 -, 4 V I . â‚¬ 2. - .r . 1 '11.11 -- 0 . 0 . 0. U........... .m ..Fl-/1-=I=l=F;q=l="I-:Il|"I k 1 Â» - . Â¢*.0 . -'.-7 -;; . wri#~,2 y.%\ , 4 372 . 05 - - e. , 1 - ... . 4 ..it ,/eitis-ffiN.Â· - ,-- , - 8<:' 444$~~.~~/:/~08*Â·Â· But,k R.:-6 aB * - 12:6,:P Â¥1'600 , ,~ , - 22 , \11' , -L. 61911/r : 11 + ...â€¢' I//kip,11+r. â€¢ -Â«7 1 i643.....74. . I j 1"DN .if ~1Â« 7, ,. 4 + . A I.il \ ...l F E<i: .~... - r . . 0 1 I ...40- 4 *Ri/'iff??{f~ .., .. 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U} 0 0> .C= 0 E24 ao 575'07'00", IATIC DESIGN 7-12-05 TIC DESIGN 4-1-05 2.49' N LEVEL E PLAN le* ~ PROPOSED MAIN LEVEL Sll E PLAN 6/ _ ) 0 90 /4* Al.4 0, 9* SCALE :1:10 Z 4 ... 4 0 E *% 10 0 01 4 3NV-1 A>1Â¥3NS 929 00Â¥230100 'N3dSV LL9Le opeloloo edse jeeits*Bi, 41Jou 999 EZ82 026 ' (Â°t6) x e J 6 (0 2 6) TeuÂ·siidosÂ©qoipn~s lieu, ...M Ij , AillillillillifU:El.,1,10/:43;Jg~/.4#.iciligilillillillillillilll.* - &3Â¢.* e'Â«-14&4~.~~~'00*#21.-- ~ 13.--*337124Â¢~:~~IN 0.*44.â€¢â€¢â‚¬'41,69Â¢, ic,**ik:â€žâ€ž~f<ff<$,,~~i#64&4.,:&,fwiT*F,~4,;.0,-- . ~;~9~*4'4~4~?*+F~~94*11#1~ FIR//,1,1Â¥Awlillilligiallilwv'#IMIA.4.1/vitwilimilimillillillillillillilillillillillillillillill 4 6 4 .--e ....f- 44 f..U ./ 1 44)49 - Â© '174, ill:'llillillill'll'"Ili//Il"/ea,i,+,1~RJ:.T.Le/2:153&ANS;46# 0 : .0 f - =-2- k) L Â£7Â»j, Je . .-... . .44 . ~11.1...a~1111...i - 7 ,-- 1(*02'UA<.1:,---,.,fm--- ..0 b '~34.i.. . 4/.%45* 69. . . r ~Ak â€¢ 1. .. 0 . 6 &~Al.'-1. -.I- P-4 ' . Â« / t~lt~ ~ ~ L ' ~d~.Ill 1 : .4 . ... IM-IIIj-/ 4% 0 1 2%3111 : .= . ...7 0 = - 3 a . 11 . e 0 - Â¢ E Or. - .... -- 0 - - t,29 4 le 110* -- $-i-I-* -&% I.-*~ --------.-77 l. . I 4:44417' I-- ..7,-1....J I 4 ..4 , L : Il " . 1 +444?30 . ....../.1, W...11/ 1,~: :.Â«.3 :3 9.1, = . . , <~..C ;,; 4 ' .:ttkix. 0 .0 .W -4 4 1 ty 21 - ---. =Â».l. uh~ .. ' 0 694<47Â¥ , Â« 1...42.T.14 , 9, 1.AR,JEA . I f /11Â«47.4, C/-J .. , . ., 0 ,\23<19"r 4 ' 94 e . ...44 Ii, I. , ~ 11*3 0 . 479 . *Sll .. *Zil'.t.>:05:96, 10 14\ f~.4 %.r , , t.. Â¥,ff,â€¢, Vâ€¢i ~ YÂ· f?'40;~ 0.00 ..&#CAWL/*4"21#3,/0- P .-1 141-2 :9'49*48/15973/ " 3971*419",0.7,2,4 R...2.- I â€¢Â· I /4. I , I WIV//6///1/93341,-1/4 7 V -':73't,"...*-''l, t ,- â€¢/- ' . c. ~- *75 #-4 / . ~ 4~ ~h i, Â· ~ I: #I jlf? %J I. 4 PLAN NOTES: 1. ALL WALLS TO BE 2X6 CONSTRUCTION U.N.O. 2. REFERENCE SHEETS A3.1-A3.4 FOR WINDOW R.O. AND HEAD HEIGHTS 3. GRIDLINES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. SITE ELEVATION 7848 = ARCHITECTURAL 99'-7" 5. PROVIDE 2X4 FRAMING @ ALL EXTERIOR PLUMBING WALLS {- 6. FIRE SPRINKLERS REQUIRED THROUGHOUT 7. VENT ALL BATHROOMS, POWDER ROOMS AND LAUNDRY ROOM TO OUTSIDE 8. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE AND IN ALL MECHANICAL ROOMS 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONE IN HALL ADJACENT TO ~ EACH BEDROOM 10. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS & MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY ' 11. PROVIDE GUTTER AND DOWNSPOUTS AT ALL ROOFS Cbk 1 83 ID LU 0 Of &8 Z LU â€ž, O 84 85 3% M2 ~ (~) ~ ~ -J. LU h E r' z VU) 41 - 617 < to ~ - 0 44. 14'-10" 19'-1" .. , 12.11" . 7'-9" 42'-9" 7'Â·240 0 3 4 /r\\\ \\ PRO SED 1 /1 1 - --- 18 h --4 \ O 3 ' -M.1 88 >92 ~ i / 71 1 1.0.SCE Â»24.- 47.4 , / /\-%Â£ 7 ELPV' 95'-v8 -- ~ tx-1 /k \44\ A ' 9 BATH 2 * Â·Â· O 0/ IJ } - - =4 --.9 //2<2~+Â»A Aw#A- 6 -7/Â» X~ 3/ Bilt#F 624 1 1 . 1 o , , , 6 .â€¢ V.. 6' n '22&32* I --41Â© u ed -142 , C-- - I'll/FIL.'-fer~;AL.,3 - 44 16 - rn* jJ n 7. 20L8' 3 9 - A / -\414 N . 1006" 4'-6" 3'-3" M,1 39 6 08 '* R.O. re: - 1 9 r CLO T * HALL C B A 1 ~ 474/BEDROOM 2 1~ SET - Â· , T.O SLAB ~ 1 -13111 IHOUGn i Â· rEMPERa) - --- . mt , Â£44 - 1 9 ELEV 100'-0' SKCLIGHTABOVE ' 30 R 4 5-1/2' =, c ON 44Xll . 0 71 4 f 4%4 f q ' SKYLIGHT ABOVE BENCH 2% 1 A 1 11 - 1 0 1 111 2~ * 1 '0 I 31T92, a \\3 4 N>'17A r N 1 I b 0 00) 15 -- - O 2 2-1 S 1 1 ev .. 1&1 1 . -CD h .4/ ENTRY ~ El 1 4 4 . 16iA - - - - -1 9 ELEV. 1001-0. (~ 30 y ..1> ' COVERED ENTRY < AL+~ Â· i 0 00' c 21 . 97 BEDROOM 1 i ; it - I i T.O. SLAB , Ah , 4\14\0 0 - r 47'4 CIO " 7,24. 1- 1--91.11-_ - 7' A 7' .9- 1 7 . O -u, O - 4 11'-10' 71-4 0 -.2 - ~ 19' 14'-r ,14,1,-5" . 47 10â€¢ 10- 9,2 2 11\\447. r / T 1 . 'i 0> 46 1 h / . 0 12 C 16 1 1 - 1 ~ ~ ~ ~~ ~IEL |~ ~ ~~~~ 1 0- 1 17 h Cl 1. 1, Ill Il 111 Il IM li Kil Â· - 0 0 N\\- r ' POWDE -- . E - B -0 1= - -- 14(117--1 P : =tim~ .. - ., - C , P ' / 010 ' . #81~ REFÂ· 031Â£ I . 1 1r . U,X d 0 , RK ' LgaL_-1_. FRZ. - 4 111 IRWM\1111 â‚¬ PATRY Â·Â· 0_ I Â·Â· 1 - ILL. 1 / O -- ..8 # I 3 /i ."Â»~'1~ I er RUBBER MAT - ~ V 1 |-- . ~02v - - 1.Z- 1 - ,.:''~3 ..~ 3-2--ii<:~.~-.1:~~~~KITDHENF-?~ .f--I~.~~~. ~ ~ - ~ O STO St' 1 SEATING =- -'Â·.,Â·.c--Â·2.-:-7.1104 I ' -Â· :Â·y- Â· IÂ·-Â·Â·Â·Â· - A Â· -=.4 3 < / _ r IVA74 I ~~ co : .1 L--1 . . 1% 1 &-.f<Â»~'3Â»Â©. . -C 10 - L bINING u__1 2 ' R .. b A - - 1 t â€¢ LIVING A p r - Â£ 1-411.1 --424[-J * 8-1 -1 %2. -7 01:) 2.1- 1 CO 45 44 ' 0 2. 1 1[1~1 1 - 1 LEI j /UP , . 11- .. 4 18 ~ 3 .4-n 4 ,<TX 9-1 r-Ic\1 4 90 1 â‚¬4XID I TERRACE /GARDENi 4*38 3 . / 6 2 1 ~ ~ ~13'-~ DNÂ¢ 1 ~ - ,- m N>67.4 ~ A/.4 LEI _ 81 = 1 '---3 1 - 190 - 0 r /6 / 0-k__01 1 ' G>* . T.O. SLAB - 81 <9.11/ 3 . ./ / , 0 T.O. SLAB ELEV. 99'-6" 4---0 - Al 8, 44 Xl. 1 - - 1 1 3 1 ELEV. 9916" AD - ' 'â€¢*2' A7.4 - Â· .loc /2 \1 (21 KER-. F~znzz~Z--. -27- . '..' 654 -- - - < -- ---6-2 18 0/ 0 --li~ - -WI. -... -./liZZ- dia - -U--7 Â£*\ 1 -. -- - ~-FLOORaaiCVTS---~~*~ kl ~ - Rev. SCHEMATIC DESIGN 4-1-05 | uy ---â€ž-1- - a487 - Ill -- V - -~ Rev. 2-SCHEMATIC DESIGN 7-12-05 -\- I *-- ' I -=.0-Wil- - - Rev. STREAM MARGIN REVIEW 8-5-05 r- FL R VENTS - Rev. DESIGN DEVELOPEMENT 8-25-05 L 81 (MD 82 /<2X --EEP ~' lj /7 2 8 (83 'KED- ConstrucUon 26'-4 r.Â® issue date: 14'-10' 19'-1" , 20'-8' 28'-8" Drawing Title: ~ 2 MAIN LEVEL ] 88'-7" PLAN J l 84 Sheet #: /1 - c88 *i + 4 ~ft 1 -- A2.2 /1 3 MAIN LEVEL PLAN n 61 93 1 21 / e 11 l jv/-- --., rgrir T~W~ Â· YiÂ· i, i.. 4,-1-v--r----7~ 13,AM93351 91HDIM 1-19 013&13 H1 IMAd039NlanlONI 'SlHDIN 03/23833 83H1O TIÂ¥ ONÂ¥ ANC)1 1ViSMV-I NOV'illAI00 1 IV.13h 1Â¥HS '0 d S10311 ~Obly 8 Olanls O d 91031IHONV 8 OlanlS 30 NOISSIIAIU3d Nal-LIMAA MOIMId 3H1 lnOHil 031doo M N 0 0311140214 8 OK]Al) 30 Ala 3dO d 3H1 911N31/,In000 91Hi NO GaN[Â¥1NOO 1N31N < - \IV NOLLÂ¥0181 )3NI 31- - 02 810311HOMÂ¥ SOI 'N3dSV mail stud b@ 555 nor ill tree, 14 6 0~ 6 ~ (0 2 6) PLAN NOTES: 1. ALL WALLS TO BE 2X6 CONSTRUCTION U.N.O. 2. REFERENCE SHEETS A3.1-A3.4 FOR WINDOW R.O. AND HEAD HEIGHTS 3. GRIDLINES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. SITE ELEVATION 7848 = ARCHITECTURAL 99'-7" - 5. PROVIDE 2X4 FRAMING @ ALL EXTERIOR PLUMBING WALLS 6. FIRE SPRINKLERS REQUIRED THROUGHOUT 7. VENT ALL BATHROOMS, POWDER ROOMS AND LAUNDRY ROOM TO OUTSIDE 8. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE AND IN ALL MECHANICAL ROOMS - 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONE IN HALL ADJACENT TO EACH BEDROOM 10. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY 11. PROVIDE GUTTER AND DOWNSPOUTS AT ALL ROOFS Gl ~G~ G3 LU 1 0 9/ - - Z . 4.. 9-111 E WE M2 , .(33Â· 1 - Lu >13 61'-9" 1. IC A58 O 32 < tock I - h ./ 14'-10~ . 19'-1" . 71.4 17-11" . 7'-9' 42'-9" ~. Z 'Â° 7 -- 0 GA 3,f 1 41, U Ch BUIC[-IN_lmLITY_BOX -72 i I. 0 21'-3 â€¢ ffÂ«-7 : 1-9/ . A.1 1 -J ,Â·-3,~Ull, i ,Â»-~'~-d ~ . 20.-80 . - O -- 10'~ Mr w . 7'-7 . 414" . 3'4" . 3 R 0. 2 -WARAGE GB, ~B â€¢ 44 B A. A 1136.~ 4 1 111 - 1. 9 IGH! TROUI H~ SK(LIGHT WOJE 30 R# 5-12 1 | ~ ~HT ABC AE 2X TEMPERED 111 - 0 3.0. S. 1 - BENCH c D,1 11;Elt ELEW 99'- " 31 T ~2 -1- -- Â¥ m.4 || 0 m . - 4 4-- -th 1 4 Â· = MILINAIL , loUAMU n.LIL ~ter, Um/ i T.O. SLAB (a 25 4 ENTRY ~ U,1 11 4 - 0 44'-6" D-- - - - - - - - -- -, 9 ELEV. 100'-0" (f~ Â· ~ 1 L.- 4 COVERED ENTRY via 44 T .F 7 .F 1 7' .F 71-7 */ F -/ 8'-21. 14'-7" 1~1'-5" 4'-2' 11'-10" 10". 71-~6 10~J ~-54 | 0 - .11\ - L 1 -I --1 ~ BENCH â€¢ D - 670 LJ 4 0 REF. DBL. A A ]ITA7.4 ar=t A tf 'i 3096241Â· -Â·-: ~--Â·--~RUBBERMMT - i ., 11 1 17 9!7 MUD ROOM / WORKSH~P 3 47.4 TORAGE - ' 2 ~ P 2 -->21Â·Ff Â·.Â·p: ' 4.j...'-7.'KITCHEN 20'-+ ..tifÂ·~Â·:Â·Â·~ I AW--c.Â»U * - ' 1._ bINING ~~ k - 1 Â£27 SEATING Â·Â· r 'Â·~'Â·~Â·.Â·. Â·' -. 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DESIGN DEVELOPEMENT 8-25-05 2-111 GC Lf_-2 1 23'-11 123/ 4_2 k Mgr AW Rev. 5'TREAM ~AARS\ARel\BN 5405 7-# . 20'-8" 28'-8. 23'Â« 2 Construction issue date: 88'-7" I 5065' ~ Ora*Ang-hie MAIN LEVEL 4 44 + (4 + PLAN Sheet # C 1 1 MAIN LEVEL PLAN A2.3 43 032 (]3Aa39.3M SlHDIM 11V 0131253H1 lHDINAdOO Â©NIOMONI 'SJ.HDIN 03/2393M &3H1e -11Â¥ ONÂ¥ 1801.AlÂ¥19 MV-1 NOVI V,100 -11Â¥ NtÂ¥133 11Â¥HS 0 d 910311HOUVE] OlanlS O d 910311HONV 8 01(Als 30 NOBSIIN23d NELLI BAA 2601ad 3 HJ lnOHilM 03Id00 50 039n 38 AVIN NO11Â¥1'ilaCMNI 81H1 do lavd ON O d 810311HOUV 8 Olanls do A-LUBdOUd 3H1 S! 1N31AlnOO(3 SIH1 NO 03NIViNOO iN31NI NDIS30( NV NOUVIA!81 13NI Ell- . 02 91031IHONÂ¥ 8 Olanle 8666 0 L X9 L 8 pei 1 0< edse 'leails i I ! w 41Jou 999 Z Z 8CL V~~td~310,!pntlt''AeuD-3. (0 1-011 PLAN NOTES: 1. ALL WALLS TO BE 2X6 CONSTRUCTION U.N.O. 2. REFERENCE SHEETS A3.143.4 FOR WINDOW R.O. AND HEAD HEIGHTS 3. GRIDLINES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. 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Conditions i Sub Refmits b Matuation I Public Comment j Attachments Main ~ RoutingStatus 1 Arch/Eng ~ Parcels } Custom Fields ~ Feel 1 FeeSummacy Actions I Routing History Â· Â· Â· Â·Â·Â· A Permit Type Â·Â· :-1 Â· A'Prn Land Uae 2(04 Permit # ~0061.2005.ASLU Addiess j575 SNEAK'i' LN 11 Apt/Suite 1 Ca [ASPEN State 26-3 Zip 1616*i-lic Permit Information r Master Pemit Routing Queue,3*lu Applind ~~;4 ;;~~4>%4FE' i : i ,Â«A+Â«Â«444- 4 14' / 1 4. 40.,4 11.1 Project j :I i 3 tatus pending Appioved Descuption *MO OF"tkiifING HOUSE AND GAGE. REPLAEED 4/NEW HOUSE AND Issued ~ 21 IATTACHED GARAGE Final ..3 0 1 1 S Submitted SCOTT A LINDENAU 920*9428 Clock:Running Dayq 0 Expires 2@.>692006 2,1 f- Visible on the web? Permit ID: i 35334 Ownet â€žAA~~~Â»~C-k â€ž~~A~.~~vt//>.6-Auaw,UUA.-t,-~.t~ i last Name ~COSNIAC | First Name ~JOSEPH 1575 SNEAKY LN IASPEN CO 81611 1 Phone 1[970] 9255871 1 9 1114*64&~ te Annl;e~â€¢,)0 Â·Â·Â·Â·Â·Â· ~ Â·-Iâ€¢ View Recof d. 1 of 1 *Illu./.'ll-Imlm/-.WI...WI.I.-MWI/--I#Il../.~.~KI~â€ž.w.&*.I.&-..&-WIÂ»-I.*>I.+*QÂ»-Â·Al.*miA...8/Â«I./IÂ»-lu.#.A#/.=#+..Me~*B#+#8././.Ill/+IlilW*/#I./*Ill..#I Eng ine er' s requir ed spec ifications prior to issuance of a Cer tificate of O Section 6: Lighting All ex terior lig hting shall meet the Cit y of Asp L and Use Code Se ction 26.575.150. as ma y be Section 7: Environm e ntal Health The following conditions are applic able to this ap 1. The Applicant sh all obta in a C prior to the servin g of fo od that shall also obtain a liquor license prior to servin 2. A bear -proof dumpster or a du that meets with the standards shall be located on-site. 3. The Applicant shall s ubmit Environmental He alth Department building permit. The miti g ation measures that w ere p rop osed in the /. 0 . 1 - _3 _ City of Aspen Community Development Dept. CASE NUMBER 0061.2005.ASLU PARCEL ID NUMBER 2735-12-2-05-002 PROJECT ADDRESS 575 SNEAKY LN PLANNER JENNIFERPHELAN CASE DESCRIPTION DEMO OF EXISTING HOUSE AND GRGE. REPLACED W/NEW HO REPRESENTATIVE SCOTT A LINDENAU 920-9428 DATE OF FINAL ACTION 1/18/2006 12:( CLOSED BY Denise Driscoll an adjacent window that wasn't safety glass, and was seriously injured, Commenter's Reason: This code change addresses another issue that I am sure a court would decide that the 24" rule did apply. has been misunderstood and applied in different ways. The intent is to pjarrett improve uniformity by changing the text. Some people believe that the posted 04-14-2004 06:29 AM intent of this section is only to require safety glazing in windows or doors I'm just looking for clarification on this code. To me it seems that if I end immediately adjacent to the water basin or shower. Others have argued up in court and do not require this I would probably lose. that virtually any window in a room containing a hot tub or bathtub should Designer be safety glazed. To clarify this issue, this code change deletes the posted 07-20-2004 07:42 AM language used by those that argue that glazing in "any part of a building Interesting discussion. Bottom line is we don't know whether a window in wall enclosing these compartments" should be safety glazing. The text a bathroom near a tub has to be tempered or not- would then read: "Glazing in doorsand enclosures for hot tubs, whirlpools, Snickers saunas, steam rooms, bathtubs and showers where the bottom edge of posted 07-20-2004 12:18 PM the glazing is less than 60 inches measured vertically above any standing The ICC seminar speaker for our 2000 IRC seminar also said that the surface." glazing in walls enclosing tubs also includes those areas of that same wall The IRC Committee chose to disapprove this code change because adjacent to the tub. That particular code doesn't limit it to just the area they said the proposal deletes language that requires safety glazing for inside the fixture lines. Look at the last sentence in item 5. It talks about windows that come down to the top of the tub. If you read the proposal glazing less than 60" above a "walking surface". Surely, the tub or shower it does no such thing except for a situation where the tub is more than 60 is not a walking surface. It must apply to an area of the bathroom outside inches deep but forstandard tubsthetext clearly requiresthat any glazing of the fixture. Take an enclosed gazebo w/ a hot tub in it. There is a 24" within 60 inches of the floor of the tub or any adjacent standing surface cedar seat/walkway around the hot tub at the top of the fixture. On the must be safety glazed. This is unchanged from current text. outer side of the seat/walkway is the glazed-in outer walls of the gazebo. Now, the glazing isn't inside of the fixture lines, because there is a 24" wide walkway between them- Is the occupant in any less danger when he walks on the platform than he would be if he was walking in the hot tub? I think not. The main concern here is slipping or tripping as you step out of the shower, whirlpool, or tub. Does that same model code glazing requirements for other similar environments that would give us at least a basis for this? R308.4 items # 9 and 10 both give a horizontal measurement of 60" from cause of the hazard- This would be a good basis to work from. I use this basis in my inspections. The only exception I make is if it is a small window and there is a water closet in front of it. The water closet creates a barrier between the glazing and occupant. Given this, I would have to say that glazing w/1 60" of the fixture must meet the requirements of 308.3. Designer posted 07-21-2004 09:43 AM We're all trying to build a better building. In my case, better homes- From what I see here, we still don't know if the CODE calls for safety glass in areas next to tubs/showers. I f you want to view the area in front of the tub as "walking areas" then the window well has to meet ALL the criteria in R308.4 par. 7.1 to 7.4 It's nice to think we are giving the user a safer environment, but DOES CODE REQUIRE IT! Ewenme posted 07-21-2004 10:08 AM I think the 2003 IRC is very clear: R308.4.5: "Glazing in any part of a wall enclosing these compartments where the bottom exposed edge of the glazing is lessthan 60" measured verticallyabove anystanding or walking surface." I interpret this to mean that any bathroom wall that is an extension of the enclosing wall of a tub/shower needs to have safety glazing unless the bottom of the window is more than 60" above the standing or walking surface. That leaves the wall opposite the tub/shower available for non-safety glazed windows- Cost Impact: None Committee Action: Disapproved Committee Reason: A concern was raised over windows in walls of a tub enclosure that come down to the top of the tub. The proponent's proposal to delete this language would remove important wording that serves to preserve the minimum needed level of safety to the public. Assembly Action: None Individual Consideration Agenda This item is on the agenda for individual consideration because a public comment was submitted. Public Comment: Rick Davidson, Cityof Hopkins, MN, requests Approval as Submitted. 264 2005 ICC FINAL ACTION AGENDA . DEVELOPMENT ORDER ofthe City of Aspen Community Development Department This Development Order. hereinafter "Order", is hereby issued pursuant to Section 26.304.070. 'Development Orders". and Section 26.308.010. "Vested Property Rights". of the City of Aspen Municipal Code. This Order allows development of a site specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three-year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless a building permit is approved pursuant to Section 26.304.075 or unless an exemption, extension, reinstatement. or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights. this Order shall remain in full force and effect excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date of this Order. This ]Development Order is associated with the property noted below for the site specific development plan as described below. .loseph Cosniac. 575 Sneaky Lane. Aspen. CO 81611. Phone (970) 925-5871 Property Ownerk Name, Mailing Address and telephone number Lot 1. Tagert Subdivision and more commonly known as 575 Sneaky Lane. Legal Description and Street Address of Subject Property The applicant has Stream Margin Review and associated land use approvals (two Variances from the Residential Design Standards and Special Review for a variance from the accessory dwelling unit design standards. Written Description of the Site Specific Plan and/or Attachment Describing Plan Planning and Zoning Commission Resolution No. 02, Series of 2006. 1/3/06 Land Use Approval(s) Received and Dates (Attach Final Ordinances or Resolutions) January 15.2006 Effective Date of Development Order (Sanie as date of publication of notice of approval.) Januarv 16.2009 Expiration Date of Development Order (The extension. reinstatement, exemption from expiration and revocation niay be pursued in accordance with Section 26.308.010 ofthe City of Aspen Municipal Code.) th Issued this 17 day of January, 2006, by the City of Aspen Community Development Director. 64 4 Chris Bendon, Community Development Director Sunday, January 15, 2006 Â· As ,s Weekly ~ Public Notice - .429.â‚¬AjEM.414 As>fet.4 j c 'V DPAXLP , PUBUC NOTICE PUBUC NOTICE PUBUC .graCE PUBUCIOTICE ORDINANCE NO 52 0, 01 Legal Notice DeadHnes (SERIES'F 20[IS) DEVELOPMENTAPPROVAL Coll./0 Mounwl College DEVELOPMENT APPROVA[. Th,Aspen.m,4 AN ORDINANCE OF THE CrrY OF ASPEN Notice 1, hereby gwen to the general pub C-ractor Ouanllcations Notice i. h......en to the ..... public Crn' Colle' A...oviNG Will CON.,TIONS 11//the.provel ./s~ weclfk'evelopment ,n 6-/ ace,Ipâ„¢d for ~he Mowing pro}ect / the approval 01 a site specilic development â„¢F SECO~ AMENDED FIAr - ~(MN AND ~ '* pl/n, and he c.... 01 8 ......... right RFQ#34606 Uk:,st Gadield Cam,lus .an. ald 'h' crelion I a ./.ted prn... .. Th* Aupen rim.Ds Weekly is I Sunday GIBSON SUB[>IVISION ON THE PROI'ERrY l uant ~0 khe Land Use Code I thÂ¢ City of AsÂ· Ou~incat~on statement, ane being accepted unmi ,~rsuan~ to the Land U~e Code of Ihe Cily o~ AsÂ· hk*,nallÂ¥ du, Monday by 5:00 P.MÂ· for KNOWN AS 805 501.m{ AVENUE, CrlY OF ASPEN. pen ~nd TItle 24. Article 4 Color,do Revied no iater than the follow~ng ~eÂ®kend. Pr.KiN COUNTY. COLORADO 4:lopel- 24 JAN 06 pen and Ne 24* Artkle 68. Colorado Re,1*ed Documents ree,ived alter that ma,/. Copies of thil ordinance are available In Statutes, M,Ing to the follow/0 d.crlbed Qualilications are being received by: Statueet pertaining to the following desâ‚¬Abed be Fpubll,h. due to dea.#na sch... the o~fice of tile city clerk, 130 South Ga~ena. U. propely. Lots 1 and 2.. the jou. and G'.0,1 Arch~tectur'Resgurce Cel.sul,31,~s.inc *C} ppoperly: Lot 1, %ert Subdivislon wh* Is eonâ„¢ 7.-a-adÂ»rsubmIss,ono' pen. Colorado, during nor,unl business hourm Suboivislon which are colnmonly known a, 805 P.0 Box 3133, Val CO 81658 reuilpage doÂ¢uments. charm. maps, grlphics, el. FINALLY adopted, passed 'nd approved Sourn Avellue~ by 0*ance of the City Council or 33! Mercalj Road. Suite 87, Avon. CO 81620 monly known a 573 .eaky Lane. by =iution 60< 0 (970) 949-5599 . the Planning *d 'Ining C..m#ion null , No /xes iccepW for puDIIestion thi/9thdaylanu.Lry 2(G. numbered ..le, I 2005 on January 9 006. lirnaa.inc,to beted 2. Series of ZinG * January 3,2096. The (Fal *kup reÂ¢ommended, however.) The Applent reseived SubdI,â„¢,on Alnendlnent Prepeymentres.Ind wilhou~ prioicred/approva Heien Kalin KIanderud.Mayer approval 10 .*ate the shared lot line between Copie.0 0~ the Request for Qualifications are Applicant nx:eived approval . Stream Margll Re- available by FAX or eind - on die Colieies law an. -souted land use approval to deme. cred' card. acce'll 4rrE5TÂ· I.. 1 an/2.0.Ingior .....inthesinand website. colora~Ii.nitnedu comiguration of both ~ots. Pubilhed . /.Aspen Imes Weely on January' I. the'll./.sing]/.a[/11yresidence'll aÂ¢eli HOLiDAYS: 9es are subleÂ¢t 10 changeduetoholidayschaduling, .thr,n S Ked, For funher Information c~ntaci Jennifer Phelan. 8,15.2006.(3328) , sory dwelling unit and n:pl.l ihern w. h a new parnÂ¢ulany Monday holiday: Cily/ea at the City . A.pen Co. munily Delvelopment 0 ./. Imily residence and accessory dwâ‚¬11]nÂ¢ 91~5~ 6::''SH Pull. ed In the Amen Tlmes Weekly en fanua,7 Dell I3[)S Galenast, Aspen~Colorado(970)920Â· ORDINANCE NO, 51 ' â€¢ I .W. NOI. i unit. lecal.laapenhs com 15,2006 (333. 5090 (SERIESO.10~5) . For furtheâ‚¬ iniGT,11~tion cou./ 1~le Phelan, 99bÂ·925Â·6*40(~ax~ .City . Upen A ORDINANCE OF THE .rY OF ./.4 at the City . upen Com.unity Developmeâ€¢,t PURUC NOTICE CITY COUNal APPROVING CODE AMENDMENÂ·m . Publish.â„¢1 1/ The * Â·rinkes Weekly on JanuÂ· TO THE FolloWJNG SECTION: 26.710 07(40)(4)/ Dept. 130 S. Galena . AÂ»pen, Colorado (970) 920- ORDINANCE M. 55 ary 15. 2006. (3339) 8 (61, FRI)NT AND REAR YARD SE'Â·BACKS FOR 1 5090. PliltliC N,)rICE (SONES OF 2005) TI~Â£ MODER'JE DENUTY RES,[),LINTIA!. GRANDIs/Clt,ofA~pen ASPB COMSOUDATED SA~frATIO~ DISTRICT AN ORDINANCE OF Â·rHE CrlY COUNCIL OF ZONE DISTRIC OF THE CITY OF ASPEN M.!410 I PUBUC NOTICE PAL COI)E, CITY OF ASPErl. prl'KIN COUNTY. ~ Published In The A,pen 'rimes Wealy on January 1 ANNUAL NOTIACA:rION OF RAIES AND THE CrrY OF ASPEN APPROVING AN AMEND At.....!0/ 0, i./NIES NÂ«~ce of DeluM, Demand * Pa,~ent COLORADO ./.2006.(3338) MENT TO â„¢E BURLINOAME RANCH AFFORDAÂ· and Noticeofâ„¢e Copie, 01 mis umtriance are a-lable In ~ The BoaM o~ Directora of the .po Coi~ BLE HOUSING INAL PLAMED UNrT DEVELOP Pursuant,â‚¬,ColoradoLawunderC.RS me oillce 01 the elty cle.k. !30 Â·South Galen,1. 4 9-- - pen, Colorado, dumignormal bu,iness hours. PUBUC NOTICE solldated Sanlianon DIstrict approve~ I 3% rate ME,rr (PUD) AND SUBDIV]SION. GMQS EXEMPÂ· S. 38Â·21.5-101 E"'Q. FINALLY *I.ipted. paibed an. approved rloilce. Def.uk ler-d lor Pa-en, Increase mr members .1 the !*Irich which ia . 1-!ON FOR AFFORDAULE HOUINC (AK). CMQS Tenant I Name: Tom Doogan ./ .h day January 2006 -d Notice.Sale lect}ve for the lirst quarrer 2006 billIng. The InÂ· EXEMP!Â·TON FOR ACCERSORY USES IN MIXED Whose iast known address ': 2093 Balsam Drive, Pur~,1,0 C.Indo Law under CRS. crease in charge, will Provirle revenues to offsee Helen Kall/KIaIiderud. Mayor S 3821.501 ELSEQ. Lnllation, ollset Incieased tal}or coits and help USE DE'4(LOPMENT. SUBDIVISION, SUBDIVISION BouJdeâ€¢CO 80304 Al-nEST. Tenant'i NameÂ· Rudy Aivar,do prov,(fe forcapital replacel,~ent. EXEMPTION FOR CONDOM[NIUM[z,JION sp/ Unit 17 at Western Self Store. 804 Hwy 133, Car- As a past Â£PA grart reciplen~.le /1,~Act CIAL REVIEw pOR AH PARKNG, VE:5 'ED RJGHTS Ctty Clerk Unjt 42 At 'aeâ€¢tern 5ell sto~age. 80,1 Hw y 133. Car. bendale.CO 94,0~e 1-t kno- addres' .: 1126 'lake Avenue. lathry.5 ... Gle'wood Springs. CO 81601 s required to notily members annually . the cost of se~iceand how *ervlce ch~rge rev~ua AND APPROV[NG THE REV[SED CONCE,TUAL We,tern Self Storage. wishing to ava,J Published in the Aspen Imes ..#on January bond~le. CO are allocated I coits, In accordance w~th EPA PLUN OF THE BURINGAME RANCH AFFORDAÂ· thern*elves . the pomlon . C.R.. 3&211101 .2006 (3335> regulaNons. servke charge, %ed upon ,Â» BUL Ilous'NG PROmECT 1,1 THÂ£ CITY OF ASPEN, E'MEQ.~ gives notice ot dej~uit, demand & pay Western SeW StoragA wuhIng to a- Â¢enbal use. which 15 determined prtmarily from a PUBUC NOTICE count of water Wing Axtures. For eurpie, the Pr[*IN COUNTY. COLORADO mini ind noticeof sale under said a. ORDINANCE NO. 49 th-le.- 01 1.'e ..i.on 01 C.R., 3/2'.... mon- mulum charge lor a three bedroom. Coll- 01 thi ord/=e are *Ale in Seriesof2005 ET.SEQ.. gim noâ‚¬ice / delault. dem~nd for par tw,Abath horne o~ up to 3500,quare feet i. the omce 01 the city clerk. 130 South Wena. U Description 01 property. The Center, 01 Unit 17 AM ORDINANCE OF â„¢E CITY COUNCIL Of THE mentandnoliceo~uleundef~Jd~ctÂ· 111.98. Ible &e,~e chuge il,cre~es a wak, nx- pen, Coloâ„¢do. dur~ngnormal business hour~. MUNICIPAL CODE OF THE CrrY OF ASPEN TO IN- Descrlpllon DIpmperty: The Content of Unit 42 Sale[>a~e: January 20,2006 CiTY OF ASPEN. COLORADO. AMENDING THE tur,0 are added â„¢Â¢ District, inoi,(~~ly tale * I CREASICERTAIN MUNICIPAL FEES Sale Date J-uary 28, :006 pares very favorably on a loca' and statelide !Â» FINALLy adoâ€žted. pa-ed a.nd awru,ed The properly w[H be sotd or otherw~se disposed Copies . this o,dinance are */ble in Sls. thi, 9th daylarwar,â€¢2006. of at a pubac saleta be held at -d unit or lessee thÂ£ omee . th' city le.k, 130 Sou. Gakna, As- The property â€¢'AM be *Id Or Dtherâ€¢wise disposed The DistrictÂ·3 2006 service charge revenues ip,â€¢ce at Western Sell Storage, 804 Hwy 133, Car- pen. Colorado, du~ng normal..in-s houri of at a plibllc sale to be held al said unit or le,â€¢ee will he allocated in Â¢he follo-n~ m~nner. Helen Kalln Klanderud. Mayor bolidale, CO on the 20th dily of January at the MNALLY adopted. passed and approved s~ze I Wes,ern Sell Su.age. 8(}4 H w, Cl. Clar- 5696 for Ireatment facility operations. 25% for thjs'hdaylanuar/20(~. ,ewer 'hle main'.e. 18% for admunis,ranon ;0-rEST hour 01 "00/m. unul 12:0. pm. bondale. CO on the 20th day . January I the hour ot 10:ODam. until 12Â·00 pin and 1% forcapital Improvement/ He* U. KÂ·ai./rud.Mayo~ Far Tno~ Lntor~a~lon about .penÂ·' publ' Western Sell Storage. (970>963-2800 I042 Main ArrESÂ·r: witern Sell Storage. (970)9~3-211~ 1042 Main Kathryâ€¢,SÂ·Koch wastewater treatment system contact the District St..Carb(in<Ilie.'081623 oll#.70)9=601 Cityeler. By: Frank X Taverna. lailager .... S. Koch St. Carbondaie. Co 81623 City Clerk By.Pfank'.Taverna. Manager Published in the Asp~-nmes Weeklyon January Pub~hed in the Aspen Tin.e, Weekly on J~nuary Plibll,hed I. the A.pen nines Weekly on January Pu.k!shed In the Aspen Â·rir- Weekly on January Published Â·rn ihe A,pen -nmes WeeWy an Janlia~y .. 212006 (3333) tS. 2606. (333D 15.2006 (4327) 15.2006 (3334) ]5. 2006 {432Â© I %/ If , 1- m A N*URAL CHOICE . - . 4 A -1 2 41 -1 - 1, '. â€¢ 2-L' _.1#id .**.V.W*# 6 VI " 1,1~~~ iIHLVÂ·~*--6- I-#&- +I Â· 1 11.,1, 1.11 110, 1 '11.4 1,1.tw, 1111''r'..1.,An,J.Â¥'.rLâ„¢PII:.:~ 4,4 't"t:*0"'t"r..1,-... - !Nancy DiBiaggio has the knowledge and talent to match you with the perfect valley home. A lifetime of world , 0, â€¢1 4 Â·,v Â·~41 '6 travel and a family heritage of mining pioneers have led to her enthusiasm for living in this extraordinary place. Her I . J. , r. - 446*//9 goal is to help others enjoy this incredible community as .. ... much as she does. SEAS'/4 WREE' P.CUTY EFDROOMS 01â€¢FIRED"r ! Summer G 2 5260.000 She would love to talk to you, Summer H 3 3382,500 Winter 42.53. I. 39 A 2 $384.000 ~ Nancer I" 51 E z $395,000 . Io, II, Il D i $395,000 8,9,48,23 C 2 $379,000 ~ Wincer 5, II, 12,19 E 2 $395,000 1HE ASPEN eROKERSLTO 2,3 I, 32.49 Highland $ $440,000 720 E. Du~ant Ave A,pen II,31.32,39 Cathedral $510,DOG 3,29.30,38 Hayden 3 $495.000 Toll-free number PHONE/FAX direct .11~ ..1,4.1~.1 Fixed 3 Fixed 26 27,28,50 Hayden 3 $560,000 a 877.NDSRLLS (877.817.3557) 454*41Â· will A5per,Pre.nierHornernom Â· Nanc,0/05ells com ,~ ReAL Ill 79*44 44 r.ti'(32,Â£.1&Â·Â¥: ,Â·.*Â·ip. ;13.-*~ - . ) ..W . ''' '' '.' '' . 'AXLP .. 555 North MUI Street Aapen, CO 81611 Phone: 970.920,9428 STUDIO B Fax: 970.920.7822 architects Sulvey Project Proposed Residence at 575 Sneaky Ln. Date: 12-05-05 Contactr joseph Spears -(project architect) - Time: CC: Location: 575 Sneaky Lane Dear neighbors of 575 snealq lane, As some of you may know we are developing plans for a new dwelling at 575 Sneaky Lane. We have requested approval from the stream margin review and Variances from the residential design standards. These city design standards were developed mostly for the west end and downtown where the streets are in a grid pattem. These variances are minor and, we feel fit within the private nature of Sneals'lane. We would like to get your opinion on these vatiances and submit them to the city during review. The varjances are as follows: - I .0 , h 1 1/ . , 1 2, / . b. 7 : 1 ..1 , 1 9.I . 3 3 ,?. 16, : 4 A* * ji. ..'A: .14 ."44 - J J . Il I. . .6 1 11â€žf '14 -6-%-- ..Ill 1 Ill l.,2 + 1 , 1 \~ â€ž y &%'b'i, Â·4 /L I ,-/ t-:--/~.:I.ri,Be~: 1 r r-T f. 1 â€ž 1.*P, . - ...'', â€¢ ..f. I 1 1 4.1 ..'.' , . I.--r- - 0.1 9.111 < '~' " tl r. . .......... I /-2 r. J - - .- p /'' 1 1 .. k - .. 2. **, i .i..3% r?ffh'hft'P 6.i-244. ... Â·Â· . .. 1 ..--Â·Ctral 111Â£\.111111\11\111 t.i..Â·t:-..TM# *-.... 0 1. \ .,4â€¢ â€¢M 1 1 ) 11 H i l l 111 \ 111 \ \11111111111 2 1 11 r ...,. 4. - vy~UL (01 2<7*JILA* 4Â·tf 6Â»09(*\ un 73 An I 'd Â§Â§ Et 'ON Ad ES: 2 1 SOO Z 'El '03 0 '6JT- Section 26.410 - Building orientation (requiring the front facade of all principal structures to be parallel to the street) The reason for the current building orientation is to minimize site disturbance by working around large trees, the stream margin set backs, front and side setbacks, and keeping the existing driveway, which seems b be needed on the site for garage access. The solution is a linear house that cradles both the river and the street. Currently Sneaky Lane is a very dilferent grid then the west end and is much looser in its character. Please drcle one: ~ Agree ~ Disagree Section 26.410 - Street oriented entry (requiring that the entry be 90 degrees to the street.) The bovered entry Boor is angled toward the entry drive so as to greet those drMng down the street; entering the site, or coming from the garage/mudroom, At the same time creating privacy which is of the character of Sneaky Lane, From the street the entry deck and glass door along with lower windows and lighting in the entry canopy wit 1 be an Inviting element to the neighborhood and an obvious entry to the dwelling. Please circle one: Disagree Special Review - ADU (Additional dwelling unit to be rented to local workers), design standards state that the ADU be detached from the primary residence. The reason for attaching the garage, by way of only a canopy, to the dwelling is to create a covered entry to both the dwelling and garage and also to move the set-back form 30' (detached garage) to 25' (attached gamge) allowing for the width of a 2 car garage and gamge doors that don't face the street. In this design the ADU has access and views from both ground level and from a level 2 deck At the same time the design standards encourage an ADU to be attached or above the garages. There is a 40' separation between the dwelling and garage allowing for views to the river upon entry, but the 25' setback requires connedon and the ADU design standards require attachment. Please circle one: ~ Agree~ Disagree If possible please return in the provided envelope by Tuesday / December 13, 2005 Thanks You!! 1~01- 0-9 l-u o 14 0' f 24.1 4.p.-t ED 2 'd Â§Â§817 'ON INd*Â§ :2[ 90 Or *El ' Section 26.410 - Building orientation (requiring the front fagade of all principal structures to be parallel to the street) The reason for the current building orientation is to minimize site disturbance by woming around large trees, the stream margin set backs, front and side setbacks, and keeping the existing driveway, which seems to be needed on the site for garage access. The solution is a linear house that cradles both the river and the street. Currently Sneaky Lane is a very different grid then the west end and is much looser in its character. Please drde one: . Agree/ Disagree Section 26.410 - Street oriented entry (requiring that the entry be 90 degrees to the street.) The covered entry door is angled toward the entry drive so as to greet those driving down the street, entering the site, or coming from the garage/mudroom. At the same time creating privacy which is of the character of Sneaky Lane. From the street the entry deck and glass door along with lower windows and lighting in the entry canopy will be an inviting element to the neighborhood and an obvious entry to the dwelling. Please cirde one: f Agree i Disagree 1-//. Special Review - ADU (Additional dwelling unit to be rented to local workers), design standards state that the ADU be detached from the primary residence. The reason for attaching the garage, by way of only a canopy, to the dwelling is to create a covered entry to both the dwelling and garage and also to move the set-back forrn 30' (detached garage) to 25' (attached garage) allowing for the width of a 2 car garage and garage doors that don't face the street. In this design the ADU has access and views from both ground level and from a level 2 deck. At the same time the design standards encourage an ADU to be attached or above the garages. There is a 40' separation between the dwelling and garage allowing for views to the river upon entry, but the 25' setback requires connection and the ADU design standards require attachment. :.--h n Please circle one: i f Agree f Disagree Irr / If possible please return in the provided envelope by Tuesday / December 13, 2005 Thanks You!! ( l// Section 26.410 - Building orientation (requiring the front fagade of all principal structures to be parallel to the street.) i The reason for the current building orientation is to minimize site disturbance by working around large trees, the i stream margin set backs, front and side setbacks, and keeping the existing driveway, which seems to be needed on the site for garage access. The solution is a linear house that cradles both the river and the street. Currently Sneaky Lane is a very different grid then the west end and is much looser in its character. Please circle one: -33,0/ Disagree Section 26.410 - Street oriented entry (requiring that the entry be 90 degrees to the street.) The covered entry door is ang!ed toward the entry drive so as to greet those driving down the street, entering the site, or coming from the garage/mudroom. At the same time creating privacy which is of the character of Sneaky Lane, From the street the entry deck and glass door along with lower windows and lighting in the entry canopy will be an inviting element to thegighborhood and an obvious entry to the dwelling. Please cirde one: < Agree ) Disagree Special Review - ADU (Additional dwelling unit to be rented to local workers), design standards state that the ADU be detached from the primary residence. The reason for attaching the garage, by way of only a canopy, to the dwelling is to create a covered entry to both the dwelling and garage and also to move the set-back forrn 30' Metached garage) to 25' (attached garage) allowing for the width of a 2 car garage and garage doors that don't face the street. In this design the ADU has access and views from both ground level and from a level 2 deck. At the same time the design standards encourage an ADU to be attached or above the garages. There is a 40' separation between the dwelling and garage allowing for views to the river upon entry, but the 25' setback requires connection and the ADU design standards require attachment. Please circle one: 04-3 Disagree If possible please return in the provided envelope by Tuesday / December 13, 2005 Thanks You!! - 2- C A e p F (-1 D *7 . . j t Section 26.410 - Building orientation (requiring the front fagade of all principal structures to be parallel to the street) The reason for the current building orientation is to minimize site disturbance by working around large trees, the stream margin set backs, front and side setbacks, and keeping the existing driveway, which seems to be needed on the site for garage access. The solution is a linear house that cradles both the river and the street. Currently Sneaky Lane is a very different grid then the west end and is much looser in its character. , 1 Please circle one: Ckrek Disagree Section 26.410 - Street oriented entry (requiring that the entry be 90 degrees to the street.) The covered eniry door is angled toward the entry drive so as to greet those driving down the street, entering the site, or coming from the garage/mudroom. At the same time creating privacy which is of the character of Sneaky Lane. From the street the entry deck and glass door along with lower windows and lighting in the entry canopy will be an inviting element to the neighborhood and an obvious entry to the dwelling. Please circle one: 4*RID Disagree Special Review - ADU (Additional dwelling unit to be rented to local workers), design standards state that the ADU be detached from the primary residence. The reason for attaching the garage, by way of only a canopy, to the dwelling is to create a covered entry to both the dwelling and garage and also to move the set-back foml 30' Metac[led garage) to 25' (attached garage) allowing for the width of a 2 car garage and garage doors that don't face the street. In this design the ADU has access and views from both ground level and from a level 2 deck. At the same time the design standards encourage an ADU to be attached or above the garages. There is a 40' separation between the dwelling and garage allowing for views to the river upon entry, but the 25' setback requires connection and the ADU design standards require attachment. Please circle one: Agree Disagree If possible please return in the provided envelope by Tuesday/ December 13, 2005 Thanks You!! 49Â« --I 113. MEMORANDUM TO: Aspen Planning &3*g Commission THRU: .loyce Allgaier. Community Development Deputy Director FROM: Jennifer Phelan. Senior Long Range Planner RE: 575 Sneaky Lane -Stream Margin Review, Residential Design Standards Variances, and a Special Review variance from an Accessory Dwelling Unit (ADU) design standard -Continued from Public Hearing on December 13, 2005 MEETING DATE: January 3.2006 NPECIAL NOTE: Due to a lack of a quorum on November 158, the hearing for this th application was continued to December 13 and then continued to January 3,2006. This th staff report is essentially the same staff report of December 13 . Attachments from the December 13th report are not included. The report contains the following: â€¢ staff critique and comments; â€¢ Staff recommendation & motion. **Commissioners should bring the staff report and attachments from the November 15, 2005 hearing and December 13*11 report. We will have extra copies at the hearing.** SUMMARY: As noted in the staff report of 11/15/05. the Applicant is requesting a Stream Margin Review Approval. Variances from certain Residential Design Standards. and Special Review from an Accessory Dwelling Unit (ADLI) design standard in order to demolish the existing single-family residence and detached garage/ADU at 575 Sneaky Lane and replace it with a new single-family residence and garage/ADU. STAFF ANALYSIS The following requests are reviewed iii greater detail within the November 15.2005 staff report. Stream Margin Review approval for development within 100 feet of the mean high water line of the Roaring Fork River or its tributaries (Castle Creek) pursuant to Land Use Code (L.U.C.) Section 26.435, Development in Environmentally Sensitive Areas. Any development is required to be a minimum of fifteen (15) feet from the top-of-slope and comply with a progressive forty-five (45) degree height limit from the top-of-slope. As submitted, the Applicant:s proposal meets the minimum top-ofislope setback and progressive ti)Tty-tive degree height limit. Within the resolution approving this application. Sta# is including langiiage requiring that the Applicant's design and building permit application comply with the mininium selback.from the mp-of-slope and the progressive forty-five degree height limit prior to the issuance 01 a building permit. ] Variance approval from the Residential Design Standards pursuant to L.U.C. Section 26.410.020 D., Variances. The applicant is requesting variances from L.U.C. Section 26.410.040 A. 1., Building orientation (requiring the front fagade of all principal structures to be parallel to the street) and L.U.C. Section 26.410.040 D. 1., Street oriented entrance and principal window (requiring a street oriented entrance). Pan of the proposed building does parallel the street. With the site constraints #,r development along the river and the meandering nature of the street, Staff feels that the Applicant's request to vary the orientation of the building is consistent with the variance criteria. However, the lack of a front door facing the street negatively impacts the character of the neighborhood and the public realm. Staff feels the design of the entry could be amended to provide the required front door entry and still be accessible to the garage. Based upon the review criteria, Staff is recommending that the building orientation variance be approved but not the street oriented entrance variance. Special Review approval for a variance from the Accessory Dwelling Unit and Carriage 1-loise Design Standards pursuant to L.U.C. Section 26.520.080 D., Special Review. The Applicant is requesting a variance from L.U.C. Section 26.520.050 5. (requires an ADU to be detached from the primary residence). One of'he primary goals ofthe ADU/Carriage House program is to provide viable housing opportunitiesÂ®r working residents. As stated inthe purpose of theprogram. -delached ADUs and Carriage Houses are more likely to be occupied by a local working resident." With the location of the doorway of the ADU and its close proximity and attachment to the main residence, it may be conducive to use the ADU as an extension of the primary residence. Based upon the variance criteria, Statfis recommending that the Accessory Dwelling Unit not. be allowed to be attached to the primary residence. Currently, since the garage/ADU is physically attached by the canopy to the primary residence it is considered one building and the minimum setbackfbr the residential building is twenty-five (25) Ret. The garage coniponent of the building is at the minimum setback. Once the garage/ADU structure is detached from the primary residence it will be considered an accessory building and will need to comply with the minimum required setback jk,r accessory buildings of thirty (30) .feet. CHANGES FROM THE NOVEMBER 15th STAFF REPORT The Applicant has submitted a new set of drawings for the Commissions review. Besides including a Main Level Site Plan (Drawing Al.4), the one change in the design of the residence is the removal of the walkway pavers that connected the primary residence to the Ali)U entrance within the terrace/garden. In an effort to create additional privacy and separation bet-ween the residence and ADU, ihe walkway connecting the two dwellings has been removed. Although this helps in creating a sense of separation between the residence and the ADU, the location qfthe ADU's doorway and connection of the ADU to the residence via the canopy is not conducive to creating a separate viable accessory dwelling 2 *TAFF RECOMMENDATION: iii reviewing the proposal. Staff believes that the request meets the stream margin review standards that are set forth in Land Use Code Section 26.435.040(C), Stream Margin Review and the variance review standards that are set forth iii Land Use Code Section 26.410.020 D. for the building orientation variance request. Staff recommends the Planning and Zoning Commission approve this Stream Margin Review application and the variance from Land Use Code Section 26.410.040 A.1., Building orientation. with the conditions proposed in the attached resolution. RECOMMENDED MOTION: I moveto approve Resolution No.CA Series of 2006, approving with conditions. a stream margin review and a variance request from the Residential Design Standards to construct a single-family residence located at 575 Sneaky Lane as both requests meet the review standards of Land Use Code Sections 26.435.040 C., Stream Margin Review Standards and 26.410.020 D.. Variances. Cr Resolution No. ~~Ik~ (SERIES OF 2006) RESOLUTION OF THE ASPEN PLANNING AND ZONING COMMISSION APPROVING A STREAM MARGIN REVIEW AND RESIDENTIAL DESIGN STANDARD VARIANCE TO CONSTRUCT A SINGLE-FAMILY RESIDENCE AND GARAGE/ADU LOCATED AT 575 SNEAKY LANE, CITY OF ASPEN, PITKIN COUNTY, COLORADO. Parcel No. 2735-122-05-002 WHEREAS, the Community Development Department received an application from Joe Cosniae, requesting Stream Margin Review approval, Special Review approval, and Variance approval from certain Residential Design Standards for the construction of a single- family residence and garage/ADU located at 575 Sneaky Lane; and, WHEREAS, the Applicant's property is a 33,000 sq. ft. lot located in the R-30 Zone District with a PUD overlay in an Environmentally Sensitive Area as defined by the Land Use Code; and. WHEREAS, the Community Development Department Staff reviewed the Application for compliance with the Stream Margin Review Standards, Special Review Standards, and Variance Review Standards; and, WHEREAS, upon review of the application, site visits. and the applicable Land Use Code standards, the Community Development Director recommended approval of the Steam Margin Review and a Variance from a Residential Design Standard - building orientation (Land Lise Code Section 26.410.040 A. 1.) finding that the review standards for both requests have been met; and, WIIEREAS, the Aspen Planning and Zoning Commission has reviewed and considered the development proposal under the applicable provisions of the Municipal Code as identified herein. has reviewed and considered the recommendation of the Community Development Director, anct has taken and considered public comment at a duly noticed public hearing; and, WHEREAS, the City of Aspen Planning and Zoning Commission finds that the development proposal meets or exceeds all applicable development standards and that the approval of the development proposal is consistent with the goals and objectives of the Aspen Area Community Plan; and, WHEREAS, the Planning and Zoning Commission approves with conditions, the Stream Margin Review request and noted Variance request to construct a single-family residence at 575 Sneaky Lane, by a vote of to C - __). and, WHEREAS, the City of Aspen Planning and Zoning Commission finds that this Resolution furthers and is necessary for the promotion of public health. safety, and welfare. NOW, THEREFORE BE IT RESOLVED by the Commission: Page 1 of 5 Section 1: Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code. the Planning and Zoning Commission hereby approves a Stream Margin Review request as the request meets the review standards outlined in L.U.C. Section 26.435.040 (C) and a variance from a Residential Design Standard (L.U.C. Section26.410.040 A. 1., Building orientation) as the variance request meets the review criteria outlined in L.U.C. Section 26.410.020. D. These approvals, with conditions. will allow the Applicant construct a single- family residence located at 575 Sneaky Lane. Section 2: 1. The Applicant shall submit a detailed plan for erosion control. Plans should detail location of fencing and type of fencing. This fencing, at a minimum. shall consist of barrier fencing at the top of slope. Beyond this barrier fencing shall be silt fencing installed to the City of Aspen standards. Additional erosion control ineasures may be necessary depending upon the site. Silt feneing shall be installed along the top of slope. The Applicant shall provide a detailed tree protection fencing plan at the time of building permit submittal and have the City of Aspen Parks Department inspect and approve of the erected silt and tree protection fencing prior to commencing construction. 2. There shall be no excavation. storage of materials, storage of construction backfill. storage of equipment, foot or vehicle traffic allowed within the drip line of any tree on the site. Additionally, Due to the location of excavation and work around the large cottonwoods located in the front of the structure the parks Department will require specific root protection measures to be used through out the length of the project. The project representative shall meet with the Parks Department to work out these details and show these plans in the building plan set. 3. Ali approved tree permit is required before approval of the building permit. Ali approved tree permit requires a proposed landscape plan identifying trees for removal and means and schedule for mitigation. Please contact the City Forester for more information 920-5126. 4. Native Restoration is required below the top of slope. This area has been severely degraded. Iii order to protect the riparian corridor and flood protection the applicant is required to replant and seed the entire stream bank with native vegetation. This restoration component shall be represented on the landscape plans. 5. A vegetation protection fence shall be erected at the drip line of each individual tree or groupings o f trees remaining on site. When planning for new water line and sewer taps, plan around all tree drip zones and existing vegetation. A. A formal plan indicating the location of the tree protection shall be required iii the bldg permit set. B. There will be no storage of construction materials, backfill. tools or construction traffic inside of the protective fence. Page 2 of 5 C. There shall be no excavation or disturbance of the native area inside o f the protective fence. D. This fence must be inspected by the city forester or his/her designee (92()- 5120) before any construction activities are to commence. 6. Due to the location of excavation and work around the large cottonwoods located in the front o f the structure the parks Department will require specific root protection measures to be used through out the length of the project. The project representative shall meet with the Parks Department to work out these details and show these plans in the building plan set. 7. Parks is requiring a detailed plan outlining access to and from the construction area. Access plans should detail all vegetation protection measures and construction staging areas. 8. The proposed excavation of the basement requires a 2: 1 slope that currently runs through the middle of the two large cottonwood trees located out front of the existing entrance. This would require the two large cottonwood trees to be removed. The current site plans show the trees remaining. If the applicant proceeds with the basement plan the basement size will need to decrease iii width as well as specialized excavation techniques will have to be used to protect the integrity of the soils around the roots of the trees. 9. Tlie primary contractor shall submit a letter with the building permit application stating that they have read and understand the conditions of approval contained herein. 10. The Applicant shall provide a drainage plan prepared by a licensed engineer prior to building permit issuance that demonstrates that the property's historic runoff will not be increased as a result o f the addition approved herein. 11. A Park Development Impact Fee may be applicable to the proposed development as per Section 26.610 of the Land Use Code. Section 3: The building permit application shall include the following: a. A copy of the final P&Z Resolution. a. The conditions of approval printed on the cover page of the building permit set. b. A completed tap permit for service with the Aspen Consolidated Sanitation District. c. A drainage plan. including an erosion control plan, prepared by a Colorado licensed Civil Engineer. which maintains sediment and debris on-site during and after construction. If a ground recharge system is required, a soil percolation report will be Page 3 of 5 required to correctly size the facility. A 5-year storm frequency should be used iii designing any drainage improvements. d. An excavation stabilization plan, construction management plan, and drainage and soils reports pursuant to the Building Departments requirements. The construction management plan shall include an identification of construction hauling routes for review and approval by the City Engineer and Streets Department Superintendent. Also included in the CMP should be the following topic; erosion BMPs, soil stabilization. drainage impacts, and construction phasing plan. e. A fugitive dust control plan to be reviewed and approved by the Environmental Health Department. f. A detailed excavation plan that utilizes vertical soil stabilization techniques for review and approval by the City Engineer. A detailed demolition plan is required with attention provided to the debris and storage near the river. g. The building shall meet the minimum top-of-slope requirement and the forty-five (45 ) degree progressive lieight limit as required by Stream Margin Review standards. h. The Zoning Officer shall verify compliance with Floor Area Ratio standards. Section 4: The Applicant shall install a fire sprinkler system and alarm system that meets the requirements o f the Fire Marshal if the building is over 5.000 square feet in area. Section 5: The Applicant shall comply with the City of Aspen Water System Standards with Title 25. and with the applicable standards of Title 8 (Water Conservation and Plumbing Advisory Code) of the Aspen Municipal Code, as required by the City of Aspen Water Department. Section 6: The Applicant shall comply with the Aspen C.onsolidated Sanitation District' s rules and regulations. No clear water connections (roof, foundation. perimeter. patio drains) to ACSD lines shall be allowed. On-site utility plans require approval by ACSD. Below grade development may require a pumping system. One tap is allowed for each building. Shared service line agreements will be required where more than one unit is served by a single service line. Permanent improvements are prohibited in sewer easements or right of ways. Landscaping plans will require approval by ACSD where soft and hard landscaping may impact public ROW or easements to be dedicated to the district. Any glycol heating and snowmelt system must be designed to prohibit any discharge of glycol to any portion of the public and private sanitary sewer system. Section 7: A Colorado licensed engineer shall verify that groundwater will not negatively impact the proposed construction. Section 8: Page 4 of 5 All outdoor lighting shall be downeast and meet the requirements of the City of Aspen Lighting Code pursuant to Land Use Code Section 26.575.150. Outdoor Lighting. Section 9: This resolution shall 11Ot affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. ,Section 10: If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 11: All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Planning and Zoning Commission, are hereby incorporated in such plan development approvals and the same sliall be complied with as if fully set forth herein, unless amended by an authorized entity. APPROVED by the Commission at its meeting on January 3,2006. APPROVED AS TO FORM: PLANNING AND ZONIA(; COMMISSION: City Attorney Jasmine Tygre, Chair ATTEST: Jackie Lothian. Deputy City Clerk Page 5 of 5 ~54@rEA 555 North Mill Street Aspen, CO 81611 STUDIO B Phone: 970.920.9428 Fax: 970.920.7822 architects Meeti ng Memo Project: Cosniac Residence (575 Sneaky Ln.) Date: 10-3-05 Attending: Jennifer Phelan/Sarah Oates Time: 10:30 CC: Variances Location: Building department Building Review Standards In Question: l. ADU must be detached The reason for attaching the garage, by way of a canopy, to the dwelling is to create a covered entry to both the dwelling and garage and also to move the set-back form 30' (detached garage) to 25' (attached garage) allowing for the width of a 2 car garage and garage doors that don't face the street. In this design the ADU has access and views from both ground level and from a level 2 deck. At the same time the design standards encourage an ADU to be attached or above the garages. 2. Building Orientation: The reason for the current building orientation is to minimize site disturbance by working around large trees, the stream margin set backs, front and side setbacks, and keeping the existing driveway, which seems to be needed on the site for garage access. The solution is a linear house that cradles both the river and the street. Currently Sneaky Lane is a very different grid then the west end and is much more loose in its character. 3. Entry Door: The covered entry door is angled toward the entry drive so as to greet those driving down the street, entering the site, or coming from the garage/mudroom. At the same time creating privacy which is of the character of Sneaky Ln. From the street the entry deck and glass door along with lower windows and lighting in the entry canopy will be an inviting element to the neighborhood. STUDIO B ARCHITECTS SCOPE OF WORK PLANNER: Jennifer Phelan, DATE: 8.10.05 PROJECT: Sneaky Lane Stream Margin Review REPRESENTATIVE: Joseph Spears (Studio b architects) OWNER: Joseph Cosniac TYPE OF APPLICATION: Stream Margin Review DESCRIPTION: THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING HOUSE. NEW CONSTRUCTION IS CONSISTANT WITH THE FAR. BELOW, THE FOUNDATIONS ARE A COMBINATION OF SLAB ON GRADE AND CRAWL SPACE INCLUDING AN 1168 SQ. Fr. BASEMENT. THE CONSTRUCTION WIL BE IN TRADITION IN-SITU TECHNIQUES WITH BE A COBINATION OF POURED IN PLACE CONCRETE, EXPOSED STEEL, GLASS CURTAIN WALLS AND ZINC ROOFS. STREAM MARGIN REVIEW GUIDELINES: 1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State of Colorado which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development; and **The existing development does not conform to the current stream margin guidelines, the new development is designed within the guidelines and set itself back in response to the river and the flood plain lines. Also the development is 12' above the average stream level. 2. The recommendations of the Aspen Area Community Plan: Parks/Recreation/Open Space/Trails Plan and the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fishermanZs easement granting public fishing access within the high water boundaries of the river course shall be granted via a recorded "FishermanZs Easement;" and **The proposed development is within all easements including all pedestrian easements along the river; the existing development in set 5' to 6' into the pedestrian river easement. 3. There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Section 26.435.040(F)(1); and *** The proposed design requires very little grading and all roofs on the development are meant to direct drainage to dry well on the sides and front of the property. yf 4. The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope; and *** The site will be maintained by the general contractor to ensure silt and sedimentation fences are in place within the 15' from the top of slope and that no unnatural substance goes beyond those boundaries. 5. Written notice is given to the Colorado Water Conservation Board prior to any alteration or relocation of a water course, and a copy of said notice is submitted to the Federal Emergency Management Agency; and *** The development causes no alteration to the water course and meets all required set- backs. 6. A guarantee is provided in the event a water course is altered or relocated, that applies to the developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished; and *** The will be met and acknowledge by all developers involved. 7. Copies are provided of all necessary federal and state permits relating to work within the 100-year flood plain; and *** Their will be no development or construction within the 100 year flood plain. 8. There is no development other than approved native vegetation planting taking place below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers, and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100-year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department; and *** The proposed development is within the 15' top of slope setback and all construction will not exceed that point. The top of slope will be staked by the surveyor. 9. All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020 as shown in Figure "A"; and *** The second story of the development steps back to comply with the 45 degree angle from the top of the slope. The top of slope will be staked by the surveyor. 10. All exterior lighting is low and downcast with no light(s) directed toward the river or located down the slope and shall be in compliance with Section 26.575.150. A lighting plan will be submitted with all development applications; and *** All lighting has been conforms to the lighting code and no lights are directed past the horizontal plane. Ext. lighting plan is located on AE.1 11. 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PROVIDE 2X4 FRAMING @ALL EXTERIOR PLUMBING WALLS ' Â· 6. FIRE SPRINKLERS REQUIRED THROUGHOUT 7. VENT ALL BATHROOMS, POWDER ROOMS AND LAUNDRY ROOM TO OUTSIDE 8. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE AND IN ALL. MECHANICAL ROOMS 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONE IN HALL ADJACENT TO - Â·Â· EACH BEDROOM â€¢ 10. ANY DISCREPANCIES BETWEEN STRUCTURALAND ARCHITECTURAL DRAWINGS - Â· t Â· Â· MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY Â· 11. PROVIDE GUTTER AND DOWNSPOUTS AT ALL ROOFS G3 . 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I Ul 77Â·mmit/iff-*4*477*Â»... - / 77 l pili kn -41 1-- - Â°mal l Â«14-24, - 233% 1 x.-4 *FNAL C~<RtzÂ·2392----fjM-j/ j j + W~ - * 1/ ; : Pkk.6/ AÂ»Â·Â« 7-21*1 / Â»4... -<54:1 // 79 ---1.K â‚¬~ ,/* 4;,~9/-7<2~0:+ 81~ 1 s.,9 Â·--4*'- - i U = .-#,A. ;# ------r.JAEÂ·s ,-f-'2*~ 1:31 / ts - %97- i Â·Â· hâ„¢.%- . . ..1 Â«\-- - - .....,r ........../- . ... - P 4(47-----4// f L-<414:Zazz:j/ 44' f- .---7'.w .â„¢ 1-7-itÂ» f V * 9 n, / 44 /4 S.Z 0 -n '1- --*-%\.\ --fle e x- / 37 \.4 \01\..L U I ' IETAL ROOF R /fl' GP ' 75 5* . 65 I - 1 - 10 -1 1 -- f Rev. SCHEMATIC DESIGN 4-1-05 Rev. 2-SCHEMATICDESIGN 7.1205 Rev. STREAM MARGIN REVIEW 8-SÂ·05 86 - Rev. DESIGN DEVELOPEMENT 8-25-05 87 - 88 Cons rueben ~suedate: Drawing 1-: LEVEL 2 PLAN Sheet # 1 (9) /1 3 LEVEL 2 PLAN - A2.4 j SCALE: 3/16 = 1 3ON30193hl OVIN BNV-1 A>IVB NS 929 OOVU0100'N)dSÂ¥ 03//3.3/ ...... I ....Li. Ad/0 IN,0/10/ '91/0/03..s:I -IUO TIÂ¥ ON', /Kln.LS .....00...[38Trn{S 'odslo'IM.. US Â·0Â·4 Sl/311/OW'reo,081.301,]ISSI,0'183d E. M .Oll.W..1,M 03!doo.0 03Sn @g AÂ¥}N Nolivwk,o~Nt 6,141 30 1Â¥rd ON -0 d 61031Â»40Â¥V 8 0,Of,19 :0 Alug.Okld gl,1 11Nal'Yn:Da S Hi NO 03,0,1,001 *31, Ne,730 ,-fir, NcllÂ¥~,Mod,1, 3, Â·0'd 51031,10- 0 Olonls @661 0 op/1 100 ued'e 8) x J WIke Â¢ 1 'GE , h...... -r.-=10 -- C ' d. 2 ,%. 1 -m - . 8 . t.+24091 0 J /.7'42~XZ ..: El.. ~ 1 441 41 e Â·4- B //<u \ i ,/ -7 -v .. i----, l :; ' 1 1& m. a 411 *8 -1 ~*Â«.-7.1-7 0-Ir--4250. =tkk.. , i -31\ S LL -1 21/ b 4 INY - 7 m / / lei rp' ~ W Y#-Â¥ i Â·:+ -*4'* A e I 0 - RRL // - 1: Â· , 1: 0 1.~ - 3 --- L - - 2 --4 1 N -7 -J ' 0 (R) 0 ti? * 0 0 r#.R 10 i Eigi,F,Ii,1Â·~pt*11~ T lu B z M m./.immwium.*WMWit:,>LAn~Pi U COSNIAC RESIDENCE Â»m z 1- ASPEN, COLORADO architects 575 SNEAKY LANE =N Ul p a 555 northmlll street, ampen colorado 81811 (970) 920.9420 fax (970) .920 7822 e.mall studlob@sopria.net . a 7/lill'llill//1/'ll'll'll O 1998 ...0 8 AACHITECT. P.C. . INFORMATION AN ) c. IN NTE, T cO ./1 ED ' I .. or cul ... THE plopER. OF STUDIO . ARCHIECT. pic, No pART OF '.9 .FORMATION .......ED I. COPIED WITHOUr THE PRIOR WRITTEN PERM,98,ON OF 8njolo 8 ARCHI,EC,3 |404 sn,10,0 8 ARCHITECTe P C. SHAURETAIN ALL COMI.,ON LAW STATUTORY AND 0,LLOTHER AESERVE.,UGHTS, INCLUOINQ COPYRIOMT THERE , ALL FIGHTS RESEAVED ,p =.91/Â£ I 31'OS NyId E 13A314 L Se"-4 NDISED 31.LVBKIE Â·Ae .. 7851.00 ~ 77 - h\EÂ¥ - - 1 94 - Ml + 4 ' LU O / / 47851.00 /-1/ I' _ _152 17-11' 7.9 -1.- l 1 9- 1. ' <~~Â¤2:h 7870.166 w u . 1 -/4- t. ,=-U *11/~~ ' ~ ~ ~~ -. .Of,!OB. W..1--~ Ii'-37 i ----- -1- 11-f--Zf-J .... i Â«4 1 I e . , 467.40* . 1\ 1 , - -7 - 1 . - CONURMT"ll- , - - 111'F - lillill , 1 - 11 : i i I - ~ . I Ch~ - 7 0 1. ..7. 1 11 . -- - 0 . . Â· M.UORIER# l i p. . 1 :2* 1 - 7872.35. 0 2.4.6, '.- . 0 - - - - ' - 1 -,1-' 9 ,-' li; \ ' / 3. . 1 - - -- j i ' 1 7-1 -f I Â· L _.1.-_- - -T-7-1 1 1 i 1 0 1 - - . 1 1 1 1 1 i 1- -6-1-1-f---1 Â·t :71, ''' Aw. SCHEMATIC DESIGN 4-1-05 81 ~ Rev. STREAM MARGIN REVIEW 8-5-05 7862.933 - Rev. 2-SCHEMATIC DESIGN 7-12-05 : R..DESIGN DEEvELOPEMENT 8-2S-Â·05 ; a.4Â· - 14 10- . 1'-1 ./ 88'-7' 84 Cons rudion IssuedateÂ· Dra-ng lu 85 4 * 9* + ~ ROOF LEVEL PLAN Sheet#. LROOFLEVELPLAN gh A2. '~~~0,/ SCALE : 3/16, = 1 Z 1-000/ ...MEDÂ·101/ 114' ae3H.1 1* LWOJ D,ilonION, '&1 HDal OBAÂ¥3932i 2,3Hlo 71â€¢ ONÂ¥ AW{)[AlÂ¥le MVI No,~00 Tr, Nr, 1.3W Tfl'He +0 d &1031]HokiÂ¥ 0 Olon.16 Ud Gl:aiIHOUY e Olorus 30 No,861,Â·Ai3d N311IWM UOI~ 9Hll noH11~ 03!dOO % 0360 38 *Â¥01 Nollv,NUON SIHI dO lUÂ¥d ON Â·0Â·d 61031,HoyÂ¥ 0 0,001 930 ki~33dO Wd awl el 1NB1NA[ 00 S HI N ] 03 4r,1, 00 1 431, I ND, 130 ONÂ¥ N( !1Vmj0314, 3. '0'd 9 103111,0WV 9 0,(]fUS .6 i 30N3aIS3M OVINSOO OVh!0100 'N3dSV Nvl A)1VaNS SLS Le ope' 100 'die Â·19931/ 1 w 4/ou 999 ZZBZ 0 6 (0 6) X & 9246 ... 1 . Gl @ e C - I - ~* * * 61'. AL 1 - ..1-!\ 1 -- --r 7851.00 / 1 - 1 1 1 , 9.-EN - 1 1 -7851.00 . /.4 14'-1/ -1- - - f , 7.-2, I \* 7.-Ir / j ----4 2 - 'l . r--A-. 3 1 GA r -1 , 3 .... 1 - I 1- 3 - - 1 1 ' ill - - '11 1 --7-- 14.Vy -- 1 0/--/1.~~ 41.-, ~- 1- 0 24.-3 ffo ff/ff f f - 1 1 - I . 1 0 - < Il 1 1 ---4 %&2214#,9'FrIA' 3EE 1-1 11-1.2 12 --_ 1-1-3 1 1 1 f 1, _113 _ 4-=-: -1 - . 11~ ... * 0 m , C Et . *RANEROOF ~ - ~ -~ ~Â·- --- 0- 3-i - ~1 0 - *'.. 0 ... 90, f I . 1 f 4 i , Rev. SCHEMATIC DESIGN 4.1.05 i 1 GC RevÂ· STREAM MARGIN REVIEW 85 Rev. DESIGN DEVELOPEMENT 825 lav 2-SCHEA'CATC DESIGN 7-12-0~ 14'-1[r 19'-1- 7.-e. 'C-~ . PR-r ---~-133 88'-T 1 51-I - - --i'msueda- Construction @ @ ROOF LEVEL Drawing â„¢e: , PLAN Sheet#: : f 1 1 Roof LEVEL PLAN 2\ Z.% / A2.7 30N3aIS3M OVINSOO OOVU0100 'N3dSV EINV-1 AMVBNS SL9 ./' op/,0,00 13/30 MEMORANDUM TO: Aspen Planning & Zoning Commission THRU: Joyce Allga?Br~~mmunity Development Deputy Director FROM: Jennifer Phelan. Senior Long Range Plannerdf RE: 575 Sneaky Lane- Stream Margin Review, Residential Design Standards Variances, and a Special Review variance from an Accessory Dwelling Unit (ADU) design standard -Continued from Public Hearing on November 15, 2005 MEETING DATE: December 13.2005 SPECIAL NOTE: Due to a lack of a quorum on November 15tll, the hearing for this th application was continued to December 13 . This staff report includes plan changes that the applicant has made since the initial staff report of November 15th. It contains the following: â€¢ newly submitted plans provided by the Applicant; â€¢ staff critique and comments; â€¢ the application (dated 8/10/05) and a memo (dated 10/3/05) from the Applicant (they were not included in your staff report of November 15, 2005); and â€¢ Staff recommendation & motion. *-*Commissioners should bring the staff report and attachments from the November 15, 2005 hearing. We will have extra copies at the hearing.** SUMMARY: As noted in the staffreport of 11/15/05. the Applicant is requesting a Stream Margin Review Approval. Variances from certain Residential Design Standards, and Special Review from an Accessory Dwelling Unit (ADU) design standard in order to demolish the existing single-family residence and detached garage/ADU at 575 Sneaky Lane and replace it with a new single-family residence and garage/ADU. STAFF ANALYSIS The following requests are reviewed iii greater detail within the November 15,2005 staff report. Stream Margin Review approval for development within 100 feet of the mean high water line of the Roaring Fork River or its tributaries (Castle Creek) pursuant to Land Use Code (L.U.C.) Section 26.435, Development in Environmentally Sensitive Areas. Any development is required to be a minimum of fifteen (15) feet from the top-of-slope and comply with a progressive forty-five (45) degree height limit from the top-of-slope. As submitted, the Applicant's proposal meets the minimum top-of.slope setback and progressive .tbrty-tive degree height limit. Within the resolution approving this application, Sta.tf is including 1 language requiring thai the Applicant's design and building permit application comply with the minimum setback.froni 1-he mp-ofislope and the progressive forty-five degree height limit prior to 1 he issuance 01 a building permit. Variance approval from the Residential Design Standards pursuant to L.U.C. Section 26.410.020 D., Variances. The applicant is requesting variances from L.U.C. Section 26.410.040 A. 1., Building orientation (requiring the front fagade of all principal structures to be parallel to the street) and L.U.C. Section 26.410.040 D. 1., Street oriented entrance and principal window (requiring a street oriented entrance) Part Of the proposed building does parallel the street. With the site constraints #,r development along i he river and the meandering nature of the street, Staff feels that the Applicant's request to vary the orientation Of the building is consistent with the variance criteria. However, the lack of a front door facing the street negatively impacts the character of the neighborhood and the public realm. Staff feels the design of the entry could be amended to provide the required front door entry and still be accessible to the garage. Based upon the review criteria, Staff is recommending that the building orientation variance be approved but not the street oriented entrance variance. Special Review approval for a variance from the Accessory Dwelling Unit and Carriage House Design Standards pursuant to L.U.C. Section 26.520.080 D., Special Review. The Applicant is requesting a variance from L.U.C. Section 26.520.050 5. (requires an ADI-J to be detaclied from the primary residence). One oftile primary goals oflhe ADU/Carriage House program is to provide viable housing opportunities #,r working residents. As stated in the purpose ofthe program. "detached ADUs and Carriage Houses are more likely to be occupied by a local working resident." With the Mcation offhe doorway oftile ADU and its close proximity and attachment to the main residence, it may be conducive m use the ADU as an extension of the primary residence. Based itpon the variance criteria, Sta# is recommending that the Accessory Dwelling Unit not be allowed m be citjached to the primary residence. Currently, since the garage/ADU is physically attached by the callopy to the primary residence it is considered one building and the minimum setback.for the residential building is twenty-th,e (25) feel. The garage component of the building is at the minimum setback.Once the garage/ADU structure is detached from the primary residence it will be considered an accessory building and 11'ill need I o comply with the minimum required setback Â®r accessory buildings of thirty (30) foci. CHANGES FROM THE PREVIOUS STAFF REPORT The Applicant has submitted a new set of drawings for the Commission's review. Besides including a Main Level Site Plan (Drawing Al.4), the one change in the design of the residence is the removal of the walkway pavers that connected the primary residence to the ADU entrance within the terrace/garden. 2 In an effort to create additional privacy and separation between the residence and ADU, the walkway connecting the two dwellings has been removed. Although this helps in, creating a sense ofseparation between the residence and the ADU, the location ofthe ADU s doorway and connection of the ADU to the residence via the canopy is not conducive m creating a separate viable accessory dwelling STAFF RECOMMENDATION: In reviewing the proposal. Staff believes that the request meets the stream margin review standards that are set forth in Land Use Code Section 26.435.040(Ch Stream Margin Review and the variance review standards that are set forth in Land Use Code Section 26.410.020 D. for the building orieiitation variance request. Staff recommends the Planning and Zoning Commission approve this Stream Margin Review application and the variance from Land Use Code Section 26.410.040 A.1.. Building orientation, with the conditions proposed iii the attached resolution. RECOMMENDED MOTION: I move to approve Resolution No. 25 . Series of 2005, approving with conditions. a stream margin review and a variance request from the Residential Design Standards to construct a single-family residence located at 575 Sneaky Lane as both requests meet the review standards of Land Use Code Sections 26.435.040 C..Stream Margin Review Standards and 26.410.020 D.. Variances. ATTACHMENTS Exhibit A - Applicant's Memo and Application Exhibit B - Amended Drawings Erh Resolution No. 25 (SERIES OF 2005) RESOLUTION OF THE ASPEN PLANNING AND ZONING COMMISSION APPROVING A STREAM MARGIN REVIEW AND RESIDENTIAL DESIGN STANDARD VARIANCE TO CONSTRUCT A SINGLE-FAMILY RESIDENCE AND GARAGE/ADU LOCATED AT 575 SNEAKY LANE, CITY OF ASPEN, PITKIN COUNTY, COLORADO. Parcel No. 2735-122-05-002 WHEREAS, the Community Development Department received an application from Joe Cosniac. requesting Stream Margin Review approval, Special Review approval. ancl Variance approval from certain Residential Design Standards for the construction of a single- family residence and garage/ADU located at 575 Sneaky Lane: and, WHEREAS, the Applicant's property is a 33,000 sq. ft. lot located iii the R-30 Zone District with a PUD overlay in an Environmentally Sensitive Area as defined by the Land Use Code; and. WHEREAS, the Community Development Department Staff reviewed the Application for compliance with the Stream Margin Review Standards, Special Review Standards. and Variance Review Standards: and. WHEREAS, upon review of the application, site visits, and the applicable Land Use Code standards. the Community Development Director recommended approval of the Steam Margin Review and a Variance from a Residential Design Standard - building orientation (Land Use Code Section 26.410.040 A.1.) finding that the review standards for both requests have been met and. WHEREAS, the Aspen Planning and Zoning Commission has reviewed and considered the development proposal under the applicable provisions of the Municipal Code as identified herein, has reviewed and considered the recommendation of the Community Development Director. and has taken and considered public comment at a duly noticed public hearing; and, WHEREAS, the City of Aspen Planning and Zoning Commission finds that the development proposal meets or exceeds all applicable development standards and that the approval of the development proposal is consistent with the goals and objectives of the Aspen Area Community Plan; and. WHEREAS, the Planning and Zoning Commission approves with conditions. the Stream Margin Review request and noted Variance request to construct a single-family residence at 575 Sneaky Lane, by a vote of to C - _). and, WlIEREAS, the City of Aspen Planning and Zoning Commission finds that this Resolution furthers and is necessary for the promotion of public health. safety. and welfare. NOW, THEREFORE BE IT RESOLVED by the Commission: Page 1 of 5 Section 1: Pursuant to the procedures and standards set forth in Title 26 of the Aspen -Municipal Code, the Planning and Zoning Commission hereby approves a Stream Margin Review request as the request meets the review standards outlined in L.U.C. Section 26.435.040 (C) and a variance from a Residential Design Standard (L.U.C. Section26.410.040 A.1., Btlilding orientation) as the variance request meets the review criteria outlined in L.U.C. Section 26.410.020. D. These approvals. with conditions, will allow the Applicant construct a single- family residence located at 575 Sneaky Lane. Section 2: 1. The Applicant shall submit a detailed plan for erosion control. Plans should detail location of fencing and type of fencing. This fencing. at a minimum, shall consist 01 barrier fencing at the top of slope. Beyond this barrier fencing shall be silt iencing installed to the City of Aspen standards. Additional erosion control tiieasures may be necessary depending upon the site. Silt fencing shall be installed along the top of slope. The Applicant shall provide a detailed tree protection fencing plan at the time of building permit submittal and liave the City of Aspen Parks Department inspect and approve of the erected silt and tree protection fencing prior to commencing construction. 2. There shall be no excavation. storage of materials, storage of construction backfill, storage of equipment, foot or vehicle traffic allowed within the drip line of any tree on the site. Additionally, Due to the location of excavation and work around the large cottonwoods located in the front of the structure the parks Department will require specific root protection measures to be used through out the length of the project. The project representative shall nieet with the Parks I.)epartment to work out these details and show these plans in the building plan set. 3. An approved tree permit is required before approval of the building permit. An approved tree permit requires a proposed landscape plan identifying trees for removal and nieans and schedule for mitigation. Please contact the City Forester for more information 920-5126. 4. Native Restoration is required below the top of slope. This area has been severely degraded. In order to protect the 1-iparian corridor and flood protection the applicant is required to replant and seed the entire stream bank with native vegetation. This restoration component shall be represented on the landscape plans. 5. A vegetation protection fence shall be erected at the drip line of each individual tree or groupings of trees remaining on site. When planning for new water line and sewer taps. plan around all tree drip zones and existing vegetation. A. A formal plan indicating the location of the tree protection shall be required iii the bldg permit set. B. There will be no storage of construction materials. backfill. tools or construction traffic inside of the protective fence. Page 2 of 5 C. There shall be no excavation or disturbance of the native area inside of the protective fence. D. This fence must be inspected by the city forester or his/her designee (920- 5120) before any construction activities are to commence. 6. Due to the location of excavation and work around the large cottonwoods located in the front of the structure the parks Department will require specific root protection measures to be used through out the length of the project. The project representative shall meet with the Parks Department to work out these details and show these plans iii the building plan set. 7. Parks is requiring a detailed plan outlining access to and from the Construction area. Access plans should detail all vegetation protection measures and construction staging areas. 8. The proposed excavation of the basement requires a 2:1 slope that currently runs through the middle of the two large cottonwood trees located out front of the existing entrance. This would require the two large cottonwood trees to be removed. The current site plans show the trees remaining. If the applicant pi-oceeds with the basement plan the baseme111 size will need to decrease in width as well as specialized excavation techniques will have to be used to protect the integrity of the soils around the roots of the trees. 9. The primary contractor shall submit a letter with the building permit application stating that they have read and understand the conditions of approval contained herein. 10. The Applicant shall provide a drainage plan prepared by a licensed engineer prior to building permit issuance that demonstrates that the property's liistoric runoff will not be increased as a result of the addition approved herein. 11. A Park Development Impact Fee may be applicable to the proposed development as per Section 26.610 of the Land Use Code. Section 3: Tile building permit application shall include the following: a. A copy of the final P&Z Resolution. a. The conditions of approval printed on the cover page of the building permit set. b. A completed tap permit for service with the Aspen Consolidated Sanitation District. c. A drainage plan, including an erosion control plan, prepared by a Colorado licensed Civil Engineer, which maintains sediment and debris on-site during and after construction. If a ground recharge system is required. a soil percolation report will be Page 3 of 5 required to correctly size the facility. A 5-year storm frequency should be used in designing any drainage improvements. d. An excavation stabilization plan. construction management plan, and drainage and soils reports pursuant to the Building Department's requirements. The construction management plan shall include an identification of construction hauling routes for review and approval by the City Engineer and Streets Department Superintendent. Also included in the CMP should be the following topic; erosion BMP's, soil stabilization. drainage impacts, and construction phasing plan. e. A lugitive dust control plan to be reviewed and approved by the Environmental Health Department. 11 A detailed excavation plan that utilizes vertical soil stabilization techniques for review and approval by the City Engineer. A detailed demolition plan is required with attention provided to the debris and storage near the river. g. The building shall meet the minimum top-of-slope requirement and the forty-five (45) degree progressive height limit as required by Stream Margin Review standards. h. The Zoning Officer shall verify compliance with Floor Area Ratio standards. Section 4: The Applicant sliall install a fire sprinkler system and alarm system tliat meets the requirements of the Fire Marshal if the building is over 5,000 square feet in area. Section 5: The Applicant shall comply with the City of Aspen Water System Standards. with Title 25. and with the applicable standards of Title 8 (Water Conservation and Plumbing Advisory Code) of thE Aspen Municipal Code, as required by the City of Aspen Water Department. Xection 6: rhe Applicant shall comply with the Aspen Consolidated Sanitation District's rules and regulations. No clear water connections (roof. foundation, perimeter. patio drains) to ACSD lines shall be allowed. On-site utility plans require approval by ACSD. Below grade development may require a pumping system. One tap is allowed for each building. Shared service line agreements will be required where more than one unit is served by a single service I ine. Permanent improvements are prohibited iii sewer easements or right of ways. Landscaping plans will require approval by ACSD where soft and hard landscaping may impact public ROW or easements to be dedicated to the district. Any glycol heating and snowmelt system must be designed to prohibit any discharge of glycol to any portion of the public and private sanitary sewer system. Section 7: A Colorado licensed engineer shall verify that groundwater will not negatively impact the proposed construction. Section 8: Page 4 of 5 All outdoor lighting shall be downcast and meet the requirements of the City of Aspen Lighting Code pursuant to Land Use Code Section 26.575.150, Outdoor Lighting. Nection 9: 1 his resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now- pending under or by virtue of the ordinances repealed or aiiiended as herein provided. micl the same shall be conducted and concluded under such prior ordinances. ,Section 1 0: If any section. subsection. sentence. clause. phrase. or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction. such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 11: All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded. whether in public hearing or documentation presented before the Planning and Zoning Commission, are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by an authorized entity. APPROVED by the Commission at its meeting on December 13.2005. APPROVED AS TO FORM: PLANNING AND ZONING COMMISSION: City Attorney Jasmine Tygre, Chair ATTEST: Jackie Lothian. Deputy City Clerk Page 5 of 5 1 - 1 . , 0 1 / , , 1~1~DE.E> , , . 1 i -----1 1 ---- 1 1 194/ , N 4 I AD. 4-- -I ' '. ' h.------- -----,0----A U.1 o 5*18 66.iÂ¥ ~. r ' 18 1. 4/ 3 4 i. 81 8 69.0 1 / 1, 3.-11- C h M 6 râ„¢' tÂ» 1? -Cr leal -I Â® a --1.; 1 " ' . I '.. ./ I + I.. ' r ' i 7 - ..1 i i , i . 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PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE AND IN AU MECHAN]CAL ROOMS 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONE IN HALL ADJACENT TO EACH BEDROOM 10. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS qÂ· Â· Â· MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY 11. 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M. p 1-1,-, GA 1 1/ -Â· 31 1 7-<-- 1904 1 Â£ 1 k>Uâ€ž-4- 1 1 11 , /'=-,ch fl.... %-57 - f:... 1 1 ./.--- 3 X ' CONCRETEWALL---, i i \ f 1 * GB 1 / Rd r 121.-_ 01 ..__ yi G ' i 1;i, - = Lili 5 1 1 ....CROOF A , -1 .... , - / *' ' I - It - 1 -i- 79->-11-2 77- T ---'.- 1- 'r , %..VV 1 1 ---- 1 R.. SCHEMATIC DESIGN 4-1/5 - FRev. 2-SCHEMAIC DESIGN 7-12-1 GC Rev. STREAM MARGIN REVIEW 8-5 Rev DESIGN DEVELOPEMENT 8-25 r-* ......191lt_ - - -1 - - 70-8- . 28Â·8Â· --- -23.-Â», 88'-7 : 51'.11- id- iss"e dale: OraÂ¥.inge. * ** * Â© * ROOF LEVEL , PLAN ' Sheet #Â· f 1 3 ROOF LEVEL PLAN A2.7 . lL..../ SCALE: 3/16'= 1' 30N30IS3k:1 OVINSOO 00Â¥hl0100'NadSV 3NV-1 *31Â¥3NS 9LG &/9/8 Ope,0 00 .8 ..SH 99g EZVZ 0 i x 4 9146 ' ATTACHMENT 7 AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE ADDRESS OF PROPERTY: 5,33-5 <:Fin ort ki ) fo H Aspen,CO SCHEDULED PUBLIC HEARING DATE: (1/1 5/0 5 / , 200- STATE OF COLORADO ) ) SS. County of Pitkin ) (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) of the Aspen Land Use Code in the following manner: . 1 ~ Publication of notice: By the publication in the legal notice section of an official paper or a paper o f general circulation in the City of Aspen at least fifteen (15) days prior to the public hearing. A copy of the publication is attached hereto. Posting ofnotice: By posting of notice, which form was obtained from the Community Development Department, which was made of suitable, waterproo f materials, which was not less than twenty-two (22) inches w,ide and twenty-six (26) inches high. and which was composed of letters not less than one inch in height. Said notice was posted at least fifteen (15) days prior to the public hearing and was continuously visible from the day of , 200 , to and including the date and time of the public hearing. A photograph of the posted notice (sign) is attached hereto. Mailing of notice. By the mailing of a notice obtained from the Community Development Department, which contains the information described in Section v j 26.304.060(E)(2) of the Aspen Land Use Code. At least fifteen (15) days prior to the public hearing, notice was hand delivered or mailed by first class postage prepaid U.S. mail to any federal agency, state, county, municipal government. school, service district or other governmental or quasi-governmental agency that owns property within three hundred (300) feet o f the property subj ect to the development application. The names and addresses o f property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of the public hearing. A copy of the owflers and governmental agencies so noticed is attached hereto. (continued on next page) Rezoning or text amendment. Whenever the official zoning district map is iii any way to be changed or amended incidental to or as part of a general revision of this Title, or whenever the text of this Title is to be amended. whether such revision be made by repeal of this Title and enactment of a new land use regulation. or ot]ierwise. the requirement of an accurate survey map or other sufficient legal description of, and the notice to and listing of names and addresses of owners of real property in the area of the proposed change shall be waived. However: the proposed zoning map has been available for public inspection in the planning agency during all business hours for fifteen (15) days prior to the public hearing on such amendments. dul-URÂ© 6Â»44 t>*Enature UU 5T The foregoing "Affidavit of Notice" was acknowledged ~efore me this 51 Ray of C519 , 200:5, by -3-a,_ Al Â·rÂ·JU- WITNESS MY- HAND AND OFFICIAL SEAL My commission expires: 9/13/04. PUBLIC NOTICE~ =Rl - Â« Ch:97~:ig##+231 1 RE: 575 SNEAKY LANE 'TREAM MARGIN REVIEW AND ASSOCIATED LANI) USE REQUESTS ~ NO] H'E IS HEREBY GIVEN that a public 'X 4\ ~ hearing will be held 0, Tuesday, November 15. ~ Notary Public 2005, at a meeting to begin at 4:30 p.m. before the Aspen Planning and Zoning Commission, Sisters City Room, City Hall. 130 5. Gatena St., Aspen, to 3 ~i~ 04721 - ~ consider an application submitted by Joseph Cosniac, 575 Sneaky Lane, Aspen. CO 81612, who Is the owner of the subject property. The appli- ' cant is proposing to demolish the existing single- Me.:Â·. family residence and detached garage and re- i place them with a new single-family rel;idence i and garage. In order to develop the property as described previously. the applicant is requesting ~ ATTACHMENTS: the foHowing developtnent approval: stream mar- ~ gin review for development within one hundred feet from the high water line of the Roaring Fork | River and its tributary streams, variances from ~ COPY OF THE PUBLICATION certain residential design standards. and special ~ review for a variance from the accessory dwelljng unit design standards. The property is legally de scribed as Lot 1, Tagert Subdivision and is more GRAPH OF THE POSTED NOTICE (SIGN) commonly known as 575 Sneaky [.ane. Aspen, ; Colorado. 81611. 1 For further information, contact Jennifer Phelan , ar the City of Aspen Community Developmmt De- ~ AND GOVERNMENTAL AGENCIES NOTICED partment. 130 S. Galena St.. Aspen, CO, (970) 1 BY MAIL 429 2759. lennifep@ci.aspen.co us. :/ S. Jasmine Tygre. Chair Aspen Platinin,1 and Zar,ine Commission i Published in the Aspen flmes Weekly on October / Page 1 of 1 L. I Jennifer Phelan From: Jennifer Phelan Sent: Friday, November 11, 2005 2:25 PM To: 'Brandon Marion'; 'Brian Speck'; 'Dylan Johns'; 'Jasmine Tygre'; 'John Rowland'; 'Ruth Kruger'; 'Steve Skadron' CC: Jackie Lothian; Joyce Allgaier Subject: FW Addiotional Information for Sneaky Lane Stream Margin Review & associates Land Use Requests Attachments: Variances.doc Dear P&Z Members: In putting the staff report for the Sneaky Lane Stream Margin Review and associated land use requests together for Tuesday's meeting, I omitted two parts the Applicant's submittal. Attached are comments outlining the Applicant's basis for requesting the two variance requests from the Residential Design Standards and the special review request for a variance from the Accessory Dwelling Unit/Carriage House Design Standards. I will provide a copy of the Applicant's responses to the Stream Margin Review standards and the attachment included in this email in your boxes. Sorry for the inconvenience - JP Jennifer Phelan, Senior Long Range Planner Community Development Department City of Aspen 130 S. Galena Street Aspen, CO 81611 PH: 970.429.2759 FAX. 970.920.5439 www.aspenpitkin.com From: Joseph Spears [mailto:joseph@studiobarchitects.net] Sent: Tuesday, October 25, 2005 3:10 PM To: Jennifer Phelan Subject: Jennifer, Here is an updated statement for variances. Joseph I. Spears 42 Â¢ 1, dio b 1% r, i r T 970.920.9428 F 970.920.7822 WWW.STUDIOBARCHITECTS.NET 11/11/2005 555 North Mill Street Asper, CO 81611 Phone: 970.920.9428 STUDIO B Fax: 970.920.7822 architects Meeti ng Memo Project: Cosniac Residence (575 Sneaky Ln.) Date: 10-3-05 Attending: Jennifer Phelan/Sarah Oates Time: 10:30 CC: Variances Location: Building department Building Review Standards In Question: l. ADU must be detached The reason for attaching the garage, by way of a canopy, to the dwelling is to create a covered entry to both the dwelling and garage and also to move the set-back form 30' (detached garage) to 25' (attached garage) allowing for the width of a 2 car garage and garage doors that don't face the street. In this design the ADU has access and views from both ground level and from a level 2 deck. At the same time the design standards encourage an ADU to be attached or above the garages. 2. Building Orientation: The reason for the current building orientation is to minimize site disturbance by working around large trees, the stream margin set backs, front and side setbacks, and keeping the existing driveway, which seems to be needed on the site for garage access. The solution is a linear house that cradles both the river and the street. Currently Sneaky Lane is a very different grid then the west end and is much more loose in its character. 3. Entry Door: The covered entry door is angled toward the entry drive so as to greet those driving down the street, entering the site, or coming from the garage/mudroom. At the same time creating privacy which is of the character of Sneaky Ln. From the street the entry deck and glass door along with lower windows and lighting in the entry canopy will be an inviting element to the neighborhood. STUDIO B ARCHITECTS SCOPE OF WORK PLANNER: Jennifer Phelan, DATE: 8.10.05 PROJECT: Sneaky Lane Stream Margin Review REPRESENTATIVE: Joseph Spears (Studio b architects) OWNER: Joseph Cosniac TYPE OF APPLICATION: Stream Margin Review DESCRIPTION: THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING HOUSE. NEW CONSTRUCTION IS CONSISTANT WITH THE FAR BELOW. THE FOUNDATIONS ARE A COMBINATION OF SLAB ON GRADE AND CRAWL SPACE INCLUDING AN 1168 SQ. FT. BASEMENT. THE CONSTRUCTION WILL BE IN TRADITION IN-SITU TECHNIQUES WITH BE A COBINATION OF POURED IN PLACE CONCRETE, EXPOSED STEEL, GLASS CURTAIN WALLS AND ZINC ROOFS. STREAM MARGIN REVIEW GUIDELINES: 1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State of Colorado which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development; and **The existing development does not conform to the current stream margin guidelines, the new development is designed within the guidelines and set itself back in response to the river and the flood plain lines. Also the development is 12' above the average stream level. 2. The recommendations of the Aspen Area Community Plan: Parks/Recreation/Open Space/Trails Plan and the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fishermanZ s easement granting public fishing access within the high water boundaries of the river course shall be granted via a recorded "FishermanZs Easement;" and **The proposed development is within all easements including all pedestrian easements along the river; the existing development in set 5' to 6' into the pedestrian river easement. 3. There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Section 26.435.040(F)(1); and *** The proposed design requires very little grading and all roofs on the development are meant to direct drainage to dry well on the sides and front of the property. 4. The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope; and *** The site will be maintained by the general contractor to ensure silt and sedimentation fences are in place within the 15' from the top of slope and that no unnatural substance goes beyond those boundaries. 5. Written notice is given to the Colorado Water Conservation Board prior to any alteration or relocation of a water course, and a copy of said notice is submitted to the Federal Emergency Management Agency; and *** The development causes no alteration to the water course and meets all required set- backs. 6. A guarantee is provided in the event a water course is altered or relocated, that applies to the developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished; and *** The will be met and acknowledge by all developers involved. 7. Copies are provided of all necessary federal and state permits relating to work within the 100-year flood plain; and *** Their will be no development or construction within the 100 year flood plain. 8. There is no development other than approved native vegetation planting taking place below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers, and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100-year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department; and *** The proposed development is within the 15' top of slope setback and all construction will not exceed that point. The top of slope will be staked by the surveyor. 9. All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020 as shown in Figure "A"; and *** The second story of the development steps back to comply with the 45 degree angle from the top of the slope. The top of slope will be staked by the surveyor. 10. All exterior lighting is low and downcast with no light(s) directed toward the river or located down the slope and shall be in compliance with Section 26.575.150. A lighting plan will be submitted with all development applications; and *** All lighting has been conforms to the lighting code and no lights are directed past the horizontal plane. Ext. lighting plan is located on AE.1 11. There has been accurate identification of wetlands and riparian zones. *** There are no wetlands or riparian zones within the development. Joseph Spears, 03:59 PM 8/25/2005, RE: 575 Sneaky Lane To: "Joseph Spears" <joseph@studiobarchitects.net> From: Jennifer Phelan <jennifep@ci.aspen.co.us> Subject: RE: 575 Sneaky Lane CC: Bcc: Attached: Joseph - I would just type up each review standard and provide a typed response below the standard.To make your life easier, I've put them on the email so that you can cut and paste it into a document. 1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State of Colorado which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development; and 2. The recommendations of the Aspen Area Community Plan: Parks/Recreation/Open Space/Trails Plan and the Roaring Fork River Greenway Plan are implemented in the . proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fisherman's easement granting public fishing access within the high water boundaries of the river course shall be granted via a recorded "Fisherman's Easement;" and 3. There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Section 26.435.040(F)(1); and 4. The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope; and 5. Written notice is given to the Colorado Water Conservation Board prior to any alteration or relocation of a water course, and a copy of said notice is submitted to the Federal Emergency Management Agency; and 6. A guarantee is provided in the event a water course is altered or relocated, that applies to the developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished; and 7. Copies are provided of all necessary federal and state permits relating to work within the 100-year flood plain; and 8. There is no development other than approved native vegetation planting taking place Printed for Jennifer Phelan <jennifep@ci.aspen.co.us> 1 Joseph Spears, 03:59 PM 8/25/2005, RE: 575 Sneaky Lane below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers, and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100-year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department; and 9. All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020 as shown in Figure "A"; and 10. All exterior lighting is low and downcast with no light(s) directed toward the river or located down the slope and shall be in compliance with Section 26.575.150. A lighting plan will be submitted with all development applications; and 11. There has been accurate identification of wetlands and riparian zones. At 11:08 AM 8/25/2005, you wrote: Just a few questions Stream Margin Review Standards: 1 Do I need an engineer to state that the base flood elevation will not change in the new development? We are clearly feet above the 100 year flood line and encroach much less on the stream then the existing house. If you read the beginning of the section on Stream Margin Review, the 100 year flood plain is called the Flood Hazard Area. As outlined in your survey the development is not in the Flood Hazard Area. Therefore the engineering study is not necessary. 2. The survey states the pedestrian easement and the development is set some distance back. Do I need a report from the Aspen Area Community Planning? The Aspen Area Community Plan (AACP) is the adopted community plan for the city. The open space and trails plan included in the AACP does not show any specific goal/use for the subject property. You should note that there is an existing easement and that the development will remove the existing encroachment and will not be within the easement. fy 3. Do I state this on the index page of the plans? You may want to suggest that the city's underlying setbacks be used as your building envelope. If, after a site inspection, there is any concern about the parcel \Â£ vmuld address it then. Printed for Jennifer Phelan <jennifep@ci.aspen.co.us> 2 ......<S ~ ~: 'll.*EN /' ~Â§% I....DEr/'ll -'IllphÂ«*,Il,NI/***:0Â»*0.0.-xe>* Â»~9*0Â«10*ve Joseph Spears, 03:59 PM 8/25/2005, RE: 575 Sneaky Lane 4, Do l state how applied to the project? Note how the development \Ann't impact the creek. Staff will probably require this as a condition of approval and will be reviewed in detail with the building permit review. 5. We are not relocating any water source. State that in your response 6.. Same as above 7. We are not doing any work within the 100 year flood plain. State that in your response. Thanks, Joseph I. Spears t studio b architects T 970.920.9428 F 970.920.7822 % 9 WWW.STUDIOBARCHITECTS. NET ? -----Original Message----- From: Jennifer Phelan Imailtolennifep@ci.aspen.co.usl Sent: Thursday, August 25,2005 8:47 AM To: joseph@studiobarchitects.net Subject: 575 Sneaky Lane Hi Joseph - The following are the things that I still need before the Â¢5 development application can be scheduled before the Planning and Zoning 1 Commission. - 20 (11" x 17") copies of the surveyor's topographic site survey. - A letter from the property owner authorizing Studio B and yourself to represent him with regard to the development application. The letter should include the addresses and telephone numbers of both the applicant and the authorized representative. - The review standards (Land Use Code Section 26.435.040 C. 1-11, Stream i Margin Review Standards) should be responded to individually. - The FAR should be recalculated on the Dimensional Requirements Form so that the proposed FAR does not include overall square footage, only what Printed for Jennifer Phelan <jennifep@ci.aspen.co.us> 3 ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM f, Project: As n;X ,- Applicant: Clat 499 011.0 C Location: 576- S>129 4 k~ Zone District: R-30 Lot Size: .33,000 1.4 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: 1 Proposed: 1 Number ofbedrooms: Existing: Proposed: 1.1~ Proposed % o f demolition (Historic properties only): 990 DIMENSIONS: Floor Area: Existing: 3575 L Allowable: 5570 Proposed: -10009.9/2 Principal bldg.height: Existing: 25' Allowable: 25' Proposed: 2.5' Access.bldg. height Existing: 25' Allowable: 15 ' Proposed: 25 ' 7 , On-Site parking: Existing: 2 Required: 2. Proposed:3 t j 1 14â€¢ ir;WA, 0/0 Site coverage: Existing: 2 / $~ Required. proposed: 13% % Open Space: Existing: 77% Required: proposed: 77% Front Setback: Existing: 30 ' Required: 25'-30' Proposed: '2.5' 6---c,+Acki>' 99'-Or -lop ~ doM- ->Rear Setback: Existing: 15' Required: /6' Proposed: /5, Combinedi/R: Existing: 40' Required: Proposed: 4 0' Side Setback: Existing: /O ' Required: 10' Proposed: /0' Side Setback: Existing: /0 ' Required: 1 0 * Proposed: 10' 11 i Combined Sides: Existing: 2 0 Required: Proposed: 20 Distance Between Existing ~ 18 ' Required: Propose(1: 1~l~j~ Buildings ' Existing,lon-conformities or encroachments: bi,614â€¢), 4.Â£01:re- rk=- 48' Ca#~â€¢fyvi- 40 1*e_ 182 40 f =\â€¢pe-J ard;L.st- Variations requested: i 3 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Agreement for Pavment of Citv of Aspen Development Application Fees CITY OF ASPEN (hereinafter CITY) and m e._ Coisil ial c (hereinafter APPLICANT) AGREE AS FOLLOWS: 1. APP&ICANT has submitted to CITY ap application for C-OBA,0-e. tes,IeACâ‚¬- (hereinafter, THE PROJECT). 2. APPLICANT understands and agrees that City of Aspen Ordinance No. 57 (Series of 2000) establishes a fee structure for Land Use applications and the payment of all processing fees is a condition precedent to a determination of application completeness. 3. APPLICANT and CITY agree that because of the size, nature or scope of the proposed project, it is not possible at this time to ascertain the full extent of the costs involved in processing the application. APPLICANT and CITY further agree that it is in the interest of the parties that APPLICANT make payment of an initial deposit and to thereafter permit additional costs to be billed to APPLICANT on a monthly basis. APPLICANT agrees additional costs may accrue following their hearings and/or approvals. APPUCANT agrees he will be benefited by retaining greater cash liquidity and will make additional payments upon notification by the CITY when they are necessary as costs are incurred. CITY agrees it will be benefited through the greater certainty of recovering its full costs to process APPLICANT'S application. 4. CITY and APPLICANT further agree that it is impracticable for CITY staff to complete processing or present sufficient information to the Planning Commission and/or City Council to enable the Planning Commission and/or City Council to make legally required findings for project consideration, unless current billings are paid in full prior to decision. 5. Therefore, APPLICANT agrees that in consideration of the CITY's wiver of its right to collect full fees prior to a determination of application completeness, APPLICANT shall pay an initial deposit in the amount of $ 1 3 29. 22 which is for hours of Community Development staff time, and if actual recorded costs exceed the initial deposit, APPLICANT shall pay additional monthly billings to CITY to reimburse the CITY for the processing of the application mentioned above, including post approval review at a rate of $220.00 per planner hour over the initial deposit. Such periodic payments shall be made within 30 days of the billing date. APPLICANT further agrees that failure to pay such accrued costs shall be grounds for suspension ofprocessing, and in no case will building permits be issued until all costs associated with case processing have been paid. CITY OF ASPEN APPLICANT By: By: -ZO,.<(/ Â£56:>â€¢, 4 c . .,r Â·- - Chris Bendon ./ Community Development Director Date: 0%-/0- O <' Mailing Address: 9-2 t.=.41*e 6 91 5 v i AKÂ« LÂ«.2 fh A 9 9 0-7 (v 9/6// g:\support\forms\agrpayas.doc RETAIN FOR PERMANENT RECORD 1/10/01 ATTACHMENT 2-LAND USE APPLICATION APPLICANT: Name: 27-1 e ConA : a C _ Location: 575 s/tenkv le.te_ * or] 1~\030 (Indicate street address, lU[ & block number, legal descnption where appropriate) Parcel ID # (REQUIRED) ~â„¢3 ti-t> 3 6-- 3165- 12-1-6 5 - 00"L REPRESENTATIVE: Name: 3,_.*6 4. L.'.o,/,0.1,- /s-Au/.Â·0 6 Arel.; keag ,O Address: iss hi. pl:11 4. Phone #: 92.0- 742-2 PROJECT: Name: 602,41.a Â£_ A-â‚¬1,//,4-Avine _ Address: 5 75 Ine--ky ja.r- - Phone #: 7 25- -5-77 | TYPE OF APPLICATION: (please check aLl that apply): Conditional Use U Conceptual PUD E Conceptual Historic Devt. Special Review U Final PUD (& PUD Amendment) ~1 Final Historic Development Design Review Appeal U Conceptual SPA C Minor Historic Devt. GMQS Allotment 0 Final SPA (& SPA Amendment) C] Historic Demolition GMQS Exemption Â£ Subdivision CJ Historic Designation ESA - 8040 Greenline, Stream ~ Subdivision Exemption (includes U Small Lodge Conversion/ Margin, Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane U Lot Split U Temporary Use D Other: El Lot Line Adjustment C] Text/Map Amendment EXISTING CONDITIONS: (desciption of existing buildings, uses, previous approvals, etc.) 5 iAl|; Fal.;ly d ve l'f/ w Nk .6-1-a,Ze.1 y -. ExiA-4.1 2*ru-ctuire . Aol T 441 *41&1 .6,Â·ta_ Â¥,~at; 2.Â· / 3 Lit.â‚¬- 1?-d. PROPOSAL: (description ofproposed buildings, uses, modifications. etc.) oP.V.ul;u. 4 eg/Â¥17,49 house_ ...4 :Ce-,litte.1 4.%4*_ A'-Al Â£Â·0 J #.ctio,1 /6,Â«Â»e_ n,"1 adlc, cheâ‚¬1 jABA~Q_ Have you attached the following? FEES DUE: $ 13 ZO, .0 ,00'Pre-Application Conference Summary IFF. Attachment #1, Signed Fee Agreement Response to Attachment #3, Dimensional Requirements Form ~*[ Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards All plans that are larger than 8.5" x 11" must be folded and a floppy disk with an electronic copy of all written text (Microsoft Word Format) must be submitted as part of the application. RETAIN FOR PERMANENT RECORD f. 4mmumm 08/11/05 12:51 FAX 210 224 1358 RIO RIO & RIVER RANCH 0001 r - ./ e Owner's Polisy of Title Insuran~ Fidelity National Title Insurance Company A Stock Company Policy Number 1312- 236924 OWNER'S POLICY OF TITLE INSURANCE SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPULATIONS, FIDELITY NATIONAL TITLE INSURANCE COMPANY, a Califomia corporation, herein called Ihe Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stared in Schedule A, susrained or incurred by the insured by reason of: J. Title to Ike estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarkerability of the Iirle; 4. Lack of a right of access to and from the land. The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the Iirle, as insured, but only zo the extent provided in the Conditions and Stipularions. IN WrfNESS WHEREOF, FIDELITY NATIONAL TITLE INSURANCE COMPANY has caused this policy to be signed and sealed by its duty authorized officers as of Date of Policy shown in Schedule A. Fidelity National Title insurance Company lIFAll* 27 Pitkin County Title, ]27- -~f:*:Me 601 IL Hopldng Aveâ€ž 3rd Floor ..1543%#* Aspen, Colorado 81611 reâ€ž. ,Â» By kikg r tff<sEAL) 5~-3 0/":i#ff'MLL? 976-925-176G/ 970-925-6537 Fax 877-217-3158 Toll I#c Preald,Ent 41x 'tes:/1 ATTEST CE'-4- jon ~M- 4 -,-' 0.-- 6,/1,4,7 Countersigned: A~UU.Jj Â»9 Authorized Signature (Please print name below) FORM 1312 Reprinted (02/00) ALTA Owner's Policy (10-17-92) 08/11/05 12:51 FAX 210 224 1358 RIO RIO & RIVER RANCH 0002 PITKIN COUNTY TITLE, INC. 601 E. HOPKINS, 3rd Floor ASPEN, COLORADO 81611 970-925-1766 I 970-925-6527 FAX January 10, 2005 JOSEPH COSNIAC 221 LOYOSA SAN ANTONIO, TX 78207 ATTN: RE: PCT18937FZ Pitkin County Title, Inc. is pleased to provide you with the owners pocicy along with the following endorsements relative to the above mentioned file: [ ] Endorsement Form [ ] Endorsement Form [ ] Endorsement Form [ 1 Endorsement Form I ] Endorsement Form . Please review the policy in its entirety. We at Pitkin County Title, Inc. believe in providing you, our customer, with a quality product which will serve your needs. In the event you do find a discrepancy, or if you have any questions or comments regarding your final policy, please contact us and we will gladly handle any request you may have as efficiently and quickly as possible, We have assigned the above number to your records to assure prompt processing of future title orders involving the property. If you sell or obtain a loan on this property within 5 years, ask your broker or agent to contact our office to ensure re-issue rates which may be available to you. Thank you ven, much for giving Pitkin County Title, Inc. the opportunity to serve you, Sincerely, Vincent J. Higens President Vh Enclosures: If you should find that this policy contains any errors, please contact LINDA TWIDWELL in the Policy Department at (970) 625-4394. Thank you. 08/11/05 12:51 FAX 210 224 1358 RIO RIO & RIVER RANCH 0003 - ----I - DE .3,16 9-9 CITY OF ASPEN CrrY Oe ASPEN EXEMPT FROM WRETr EXEMPT FROM HRETT OATE Â· 193 NO. 4,183 tt:?L~ REP (Ii? NÂ°.4703 G/i d c4 DEED GRANTING LIFE ESTATE THIS DEED dated -1/ U.At / 2004, from ANNELIESE HU-Il' ~zic COSNIAC AS TO AN UNDIVIDED 50% INTEREST and ANNELIESE J. COSNIAC AS TO AN UN-DIVIDED 50% INTEREST, Grantor, whose address is 66:Â¥15 Hwy.3306,Collbran,CO 81Â§24 , to JOSEPH COSNIAC, Grantee. whose address is 221 Loyosa. San Antonio, Texas. The Granlor, for and in consideration of the sum of Ten and and 00/100 US Dollars ($ IO.00) cash in hand paid by Grantee hereby sells. conveys and assigns to the grantee. to hold during his life and no longer, an exclusive life estate in and lo the real and personal property located in Pitkin County, Colorado, and any and all improvements thereon and appurtenances thereto including but not limited to any existing well. well rights, water. water rights, permits, pumps and machinery on or about real property described as follows: , M Lot 1 Tagert Subdivision, County of Pitkin, State of Colorado, more commonly *9~ known as 575 Sneaky Lane Aspen, Colorado 81611 ~0 --Il also known as: 575 Sneaky lane. Aspen Colorado 81611 ======6; Together with all improvements thereon and the rights. alleys. ways. waters, eascments. privileges. appurtenances and advantages belonging or appcrtaining thereto. To have and to hold the property hereby conveyed unto the Grantee for and during his life and no longer. Grantee shall bc entitled to use and possession of the propcrty and the rents and profits therefrom to the exclusion of Grantor. The Life Estate granted hereunder is subject to the terms, conditions and obligations of that certain Agreement Regarding Life Estate between Grantor and Grantee executed simultaneously bercwith. AND the Grantor shall and will warrant and forever defend the above bargained j prcdises in the exclusive, quiet and peaceable possession of the Grantee and his assigns, against aH and every person or persons lawfully claiming the whole or any part thereof i and covenants to execute such further assurances of title as may be requisite. Signed rbis , day of r 46-11.2 . 20030 j el en e.> 1kt.69(2m,j OlO dk~~-le-lk QA eg (1,ula.\ *2ZIESE HUTT COSNIAC AS TO ANNEI- .-- V 'tEFT COSMIAC AS T*/ AN UNDIVIDED 50% INTEREST AN UNl D 50% INTEREST ' 1x 1 3937 TRAIEFER DEWEAn,1 ~EG E/21/266< 498882 Wililimil 08/11/05 12:51 FAX 210 224 1358 RIO RIO & RIVER_RANCH 0004 SCHEDULE A-OWNER'S POLICY CASE NUMBER DATE OF POLICY AMOUNT OF INSURANCE POLICY NUMBER PCT18937F2 June 21, 2004 @ 4:07 PM $750,000.00 1312-236924 1. NAME OF INSURED: JOSEPH COSNIAC, AS TO A LIFE ESTATE 2. THE ESTATE OR INTEREST IN THE LAND HEREIN AND WHICH IS COVERED BY THIS POLICY IS: IN FEE SIMPLE 3, THE ESTATE OR INTEREST REFERRED TO HEREIN IS AT DATE OF POLICY VESTED IN: JOSEPH COSNIAC: AS TO A LIFE ESTATE 4. THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE COUNTY OF PITKIN, STATE OF COLORADO AND IS DESCRIBED AS FOLLOWS: LIFE ESTATE IN AND TO: LOT 1, TAGERT SUBDIVISION, according to the Plat thereof recorded August 24, 1972 in Plat Book 4 at Page 283. FITKIN COUNTY TITLE, INC. 601 E. HOPKINS AVE, ASPEN, COLORADO 61611 (970) 925-1766/ (970)-925-6527 FAX THE POLICY NUMBER SHOWN ON THIS SCHEDULE MUST AGREE WITH THE PREPRNTED NUMBER ON THE COVER SHEET. 08/11/05 12:52 FAX 210 224 1358 RIO RIO & RIVER RANCH 0005 -- - SCHEDULE B-OWNERS CASE NUMBER DATE OF POLICY POLICY NUMBER PCT18937F2 June 21, 2004 @ 4-07 PM 1312-236924 THIS POLICY DOES NOT INSURE AGAINST LOSS OR DAMAGE BY REASON OF THE FOLLOWING: 1, Rights or claims of parties in possession not shown by the public records. 2. Easements, or claims of easements, not shown by the public records. 3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records, 4. Any [ien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. Water rights, claims or title to water. 6. Taxes for the year 2004 not yet due or payable. 7, Right of the proprietor of a vein or lode to extract or remove his ore therefrom, should the same be found to penetrate or intersect the premises hereby granted as reserved in United States Patent recorded in Book 55 at Page 35. 8. Right of Way as reserved by Michael Marolt recorded August 29, 1950 in Book 172 at Page 158. 9. Easement conveyed to B. Berger and George S. McHose and Genevieve M. McHose by instrument recorded February 18, 1963 in Book 201 at Page 179. 10. Road right of way conveyed to Michael Marolt Frederick C. Russell, Curtis N. Baar, Trudy W Baar, James B. Snobble, Louis J. Pastore, Irene R. Pastore, George C. McHose, Genevieve M, McHose and Bruce Nicholas Berger by instrument recorded February 18, 1963 in Book 201 at Page 180. 11. Terms, conditions, provisions and obligations as set forth in Restrictive Covenants recorded September 1, 1972 in Book 266 at Page 556. 12, Terms, conditions, provisions and easements as set forth on the Plat of Tagert Subdivision recorded August 24, 1972 in Plat Book 4 at Page 283. 13. Terms, conditions, provisions and obligations of Boundary Agreement, recorded January 21, 1988 in Book 555 at Page 496. (Continued) 08/11/05 12:52 FAX 210 224 1358 RIO RIO & RIVER RANCH 0006 POLICY NO. 1312-236924 CASE NO. PCT18937F2 SCHEDULE B-OWNERS -EXCEPTIONS--CONTINUED-- 14, Any question, dispute or adverse claim as to any loss or gain of land as a result of any change in the river bed location by other than natural causes, or alteration through accretion, reliction, erosion or avulsion of the center thread, bank, channel or flow of waters in the Castle Creek River lying within subject land; and any question as to the location of such center thread, bed, bank, bed or channel as a legal description monument or marker for the purposes of describing or locating subject lands. NOTE: There are no documents in the land records of the Office of the Clerk and Recorder of Pitkin County, Colorado accurately locating past or present location(s) of the center thread, bank, bed, or channel of the above River or indicating any alterations of the same as from time to time may have occured. AND Any rights, interest or easements in favor of the riparian owners, the State of Colorado, The United States.of America, or the general public, which exist, have existed, or are claimed to exist in and over the waters and present and past bed and banks of the Castle Creek River. 15. Terms, conditions, provisions, obligations and all matters as set forth in Memorandum of Agreement regarding Life Estate, recorded June 21, 2004 as Reception No. 498883. 16. Deed of Trust from : JOSEPH COSNIAC To the Public Trustee of the County of PITKIN For the use of : THE FROST NATIONAL BANK, A NAT]ONAL BANKING ASSOCIATION Original Amount : $750,000.00 Dated : June 18, 2004 Recorded : June 21,2004 Reception No. : 498884 EXCEPTIONS NUMBERED 1,2,3 AND 4 ARE HEREBY OMITTED. CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY PLANNER: James Lindt, 429-2763 DATE: 7.19.05 PROJECT: Sneaky Lane Stream Margin Review REPRESENTATIVE: Joseph Spears OWNER: TYPE OF APPLICATION: 1 Step. Stream Margin Review DESCRIPTION: Removal of existing residence and construction of new residence within feet from the mean high water line of the river. Land Use Code Section(s) 26.435.040 Stream Margin Review. Review by: Staff for complete application, referral agencies for technical considerations, Planning and Zoning Commission for Approval determination. Public Hearing: Yes, requires mailing, posting, and publishing of public notice. Referral Agencies: Engineering Planning Fees: Planning Deposit $1,320 Referral Agency Fees: Engineering Referral $190 Total Deposit: $1,510 (Deposit covers 6 hours of staff planner time, time spent above 6 hours will be billed at a rate of $220 per hour) To apply, submit the following information: 1. Total Deposit for review of application. 2. Applicant's name, address and telephone number, contained within a letter signed by the applicant stating the name, address, and telephone number of the representative authorized to act on behal f of the applicant. 3. Completed Land Use Application Form. 4. Completed Dimensional Requirements Form. 5. Signed fee agreement. 6. Pre-application Conference Summary. 7. A site improvement survey with topography that includes the surveyor' s determination of the river's top of slope and indicates the location of the 100 year floodplain and all trees located on the property. 8. An 8 1/2 x 11 vicinity map locating the subject parcels within the City of Aspen. ".. 9. A written description of the proposal and a written explanation of how a proposed development complies with the review standards relevant to the development application. 10. Existing and proposed elevation drawings. 11. Existing and proposed site plan. 12. Existing and proposed floor plans. 13. Proposed grading plan. 14. A copy of the recorded documents which affects the proposed development. 15. Proo f of ownership. 16. Applications shall be provided in paper format (number of copies noted above) as well as the text only on either of the following digital formats. Compact Disk (CD)-preferred, Zip Disk or Floppy Disk. Microsoft Word format is preferred. Text format easily convertible to Word is acceptable. 16, 20 Copies of the complete application packet (items 1-15) Process: Apply. Planner reviews case for completeness and sends to Engineering Department for referral comments and stream margin reviews are often referred to the Design Review Committee (DRC). Case Planner takes to staff meeting for recommendation. Case planner writes memo of recommendation to the Planning and Zoning Commission. Planning and Zoning Commission makes final determination on application. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. STUDIO B ARCHITECTS SCOPE OF WORK PLANNER: James Lindt, 429-2763 DATE: 8.10.05 PROJECT: Sneaky Lane Stream Margin Review REPRESENTATIVE: Joseph Spears OWNER: Joseph Cosniac TYPE OF APPLICATION: Stream Margin Review DESCRIPTION: THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING HOUSE. NEW CONSTRUCTION IS CONSISTANT WITH THE FAR BELOW. THE FOUNDATIONS ARE A COMBINATION OF SLAB ON GRADE AND CRAWL SPACE INCLUDING AN 1168 SQ. FT. BASEMENT. THE CONSTRUCTION WILL BE IN TRADITION IN-SITU TECHNIQUES WITH BE A COBINATION OF POURED IN PLACE CONCRETE, EXPOSED STEEL, GLASS CURTAIN WALLS AND ZINC ROOFS. THE PROPOSED DESIGN REMAINS 15'BACK FROM THE AGREED TOP OF SLOPE TO MEET THE STREAMLINE MARGIN. THE SIDE SETBACK ARE 10' AND DUE TO ATTACHING THE GARAGE TO THE HOUSE THE FRONT YARD SET BACK IS 25'. THE HIEGHT LIMIT IS 25'WITH A SET BACK EQUAL TO 45 DEGREES FORM THE TOP OF SLOPE. THE PROPOSED DWELLING ALSO MEETS ALL REQUIRED DESIGN STANDARDS. Sic A MEMORANDUM To: Aspen Planning and Zoning Commission -.- K A THRU: Joyce Allgaier, Community Development Deputy Director FROM: Jennifer Phelan. Senior Long Range Planner/df RE: 575 Sneaky Lane - Stream Margin Review, Residential Design Standards Variances, and a Special Review variance from an Accessory Dwelling Unit (ADU) design standard - Public Hearing DATE: November 15,2005 Applicant: Joe Cosniac i h, 9 Representative: .Joseph Spears, Studio B Architects Ill *4, Zoning: R-30/PUD (Low-Density Residential with a rt:.,1.:.,. t. 11 -?14 1 . 1 PUD overlay) Fl r:~ic u*-~â€ža-i-- * 'Â¥Â·Â¢ _ _ 3441*Aer. ' Lot Size: 33 000 Square Feet 11. Land Use: Single-Family Residence Lve -E -1.- D.OV T, . -- . .i........7... 3. Request Summary: The Applicant is requesting a &-2&42 *neÂ· 11 ..4 . Stream Margin Review Approval. Variances from .a:; a.--1-6. *...... ..la:i certain Residential Design Standards. and Special 575 Sneaky Lane. Front Facade Review from an Accessory Dwelling Unit (ADU) design standard in order to demolish the existing single- family residence and detached garage/ADU at 575 Sneaky Lane and replace it with a new single-family residence and garage/ADU. Staff Recommendation: Approval with conditions of the Stream Margin Review and a variance from the Residential Design Standard with regard to building orientation. LAND USE REQUESTS: The Applicant is proposing to demolish the existing residential structures located at 575 Sneaky Lane and is requesting the following land use approvals to redevelop the site with a single-family residence and attached garage/ADU: â€¢ Stream Margin Review approval for development within 100 feet of the mean high water line of the, Roaring Fork River or its tributaries (Castle Creek) pursuant to Land Use Code (L.U.C.) Section 26.435, Development in Environmentally Sensitive Areas. 1 â€¢ Vallance approval from the Residential Design Standards pursuant to L. U. C. Section 26.410.020 D., Variances. The applicant is requesting variances from L.U.C. Section 26.410.040 A. 1., Building orientation (requiring the front fagade of all principal structures to be parallel to the street) and L.U.C. Section 26.410.040 D.1., Street oriented entrance and principal window (requiring a street oriented entrance). â€¢ Special Review approval for a variance from the Accessory Dwelling Unit and Carriage House Design Standards pursuant to L.U.C. Section 26.520.080 D.. Special Review. The Applicant is requesting a variance from L.U.C. Section 26.520.050 5. (requires an ADU to be detached from the primary residence). REVIEW PROCEDURE: A development application for stream margin review, variance from the Residential Design Standards. and special review shall be approved. approved with conditions, or denied after review and consideration during a dilly noticed public hearing by the Planning and Zoning Commission under L.U.C. Sections: 26.435.040 Stream Margin Review: 26.410.020 Dâ€žVariances; and 26.520.080 D., Special Review. PROJECT SUMMARY: The Applicant has requested approval to demolish the existing single-family residence and detached garage/ADU located at 575 Sneaky Lane. Specifically, the Applicant would like to demolish the existing buildings (a single family residence with a detached garage/ADU of approximately 4,550 s.f.) and replace them with a new single-family residence and attached garage/ADU. The entire building will have a Floor Area Ratio (F.A.R) of 5,402 s.f. The primary residence will contain three (3) bedrooms while the ADU will contain two (2) bedrooms. The following chart compares the proposed development dimensions with the dimensional requirements of the R-30 Zone District: Dimensional Requirement Proposed Underlying Low-Density Residential Dimensional (R-30) Zone District Requirements Requirements Minimum Lot Size 33,000 SF 30,000 SF Minimum Lot Width 194.76 Feet 100 Feet Minimum Lot Area/Dwelling 33,000 Feet 30.000 SF Minimum Front Yard Setback 25 Feet 25 Feet - Residential Dwellings Minimum Side Yard Setback 10 Feet 10 Feet Minimum Rear Yard Setback 15 ~ from top-of- 15 Feet - Residential Dwellings slope Maximum Height 25 Feet 25 Feet Floor Area Ratio (FAR) 5,402 SF 5508 SF Minimum Off-Street Parking 3 Spaces (2 for Two spaces per unit (single-family) plus Single-family one per unit (ADU) or 3 residence and 1 for ADU) 2 STAFF ANALYSIS: A. Stream Margin Review: Staff believes that the proposed new residence will not have a significant negative impact on the native riparian area for which the Stream Margin Review was established to protect since the Parks Department has noted that the area has been severely degraded. The Castle Creek stream bank will be required to be restored with native vegetation. As part of Stream Margin Review, all development is required to be located no closer than fifteen (15) feet from the top-of-slope. Castle Creek's top-of-slope was surveyed by River City Surveys. LLC, as part of the topographic survey that they created in 2005. The Applicant s surveyor identified where he believes the river's top-of-slope to be located. After conducting a site visit, Staff (including the City Engineer) agrees with the placement of the top-of-slope as was identified by the Applicants surveyor. The residence is located either at the required fifteen (15) foot setback from the top-of-slope boundary or a further distance from the boundary. p-# 89,Â·Y 't.,4 : r 31" '' ................................3 Required N. .,.. , 1 :, 15' F -9. setback 'i 1 : I .-t of Slope 7 14 from Top .. . Â·- ~ . --, Top of 4- ~ Slope ./ Required Setback and Top-of-Slope Boundaries An additional requirement of Stream Margin Review is that no building breach the progressive forty-five (45) degree height limit from the top-of-slope as required by Land Use Code Section 26.435.050 (C). This requirement is illustrated in the figure below. The proposed residence as designed will meet the standard as shown on the Applicants south elevations (site sections page Al.4) and included as part of the exhibits. 3 45 degree y progressive , height / limit / ~TRVTT : ' :- 1 lili ': 1- 1 11.1 / 1 *iiI!:~:i . i.r Top of 1 1 ..1 Slope.t ..r t./. 12 E . Ii: 37 { 0 0 1- 4: Â¥ A .-- -----4 - 4 -#1,9 , ~~,L 15 Foot 4/ i Setback '1 Figure ';A:' As part of the approval and within the resolution, Sta# is recommending that both the Applicant's design and building permit application comply with the minimum setback.tioni cop-oj-slope and the progressive forty-tive degree height limit prior m the issuance of a building permit. B. RESIDENTIAL DESIGN STANDARD VARIANCES: All new structures in the City of Aspen are required to meet the residential design standards or obtain a variance from the standards pursuant to Land Use Code Section 26.410, Residential Design Standards. The proposal has been designed to meet the majority of the design standards. The two (2) design standards that are not met by the proposal are 1.) Building orientation (requiring the front fagade of all principal structures to be parallel to the street) and 2.) Street oriented entrance and principal window (requiring a street oriented entrance). The Building Orientation standard requires that the front faga(le of the principal structure be parallel to the street. On curvilinear streets, the front fagade shall be parallel to the tangent of the midpoint of the arc of the street. Part, but not all, of the building does parallel the street. l / 1 1 The entry door is required to be located so that it faces Ex the street and is within a covered entry porch. Although ~ 21Â¢44>1 / i .4 f<71- ./ 1 1 - 1 No. 1 . U . / covered, the doorway does not face the street but faces - J ..Â·44 Yes. -F. the garage. Yes....U. Part Of the proposed building does parallel the street. With the site constraintsÂ®r development along the river \ and the meandering nature of the street, Sta# feets that the Applicant 's request to vary the orientation of the building is consistent with the variance criteria. However, the lack of a front door facing the street negatively impacts the character of the neighborhood and the public realm. Staff feels the design of the entry could be amended to provide the required front door entry and still be accessible to the garage. Based upon the review criteria, Staff is recommending that the building orientation variance be approved but not the street oriented entrance variance. 4 C. Special Review for a Variance from the Accessory Dwelling Unit Design Standards: ADU design standards require that the ADU be detached from the primary residence. With the canopy connecting the garage/ADU to the main residence. the design standard is not met. One of tile primary goals ofthe ADU/Carriage House program is to provide viable housing opportunities for working residents. As stat ed in the purpose of the program, "delached ADUs and Carriage Houses are more likely m be occupied by a local working resident With the location ofthe doorway of the ADU and its close proximity and attachment to the main residence, it may be conducive k) use the ADU as an extension ofthe primary residence. Based upon the variance criteria, Staffis recommending that the Accessory Dwelling Unit not be allowed to be attached to the primary residence. D. TREE REMOVAL AND CONSTRUCTION TECHNIQUES: The Parks Department has reviewed the development proposal and is requiring tree protection for trees proposed to remain on site and mitigation for any trees that are removed. Additionally. the Applicant must obtain a tree removal permit from City of Aspen Parks Department prior to removing the trees. The Parks Department is also requiring native restoration below the top-of-slope and erosion control. S ta.ft has proposed a condition of approval that would require the Applicant to provide sill fencing and construction tencing on site as well as native restoration within the resolution. E. PARK DEVELOPMENT IMPACT FEE: The Applicant is required to pay a Park Development Impact Fee for additional bedrooms added to the site pursuant to Land Use Code Section 26.610, Park Development Impact Fee. Staff has included a condition of approval in the proposed resolution requiring thai a Park Development Impact Fee, it cipplicable, be paid prior to building permit issuance. ~TAFF RECOMMENDATION: In reviewing the proposal. Staff believes that the request meets the stream margin review standards that are set forth in Land Use Code Section 26.435.040(C), Stream Margin Review and the van ance review standards that are set forth in Land Use Code Section 26.410.020 D. for the building orientation variance request. Staff recommends the Planning and Zoning Commission approve this Stream Margin Review application and the variance from Land Use Code Section 26.410.040 A. 1., Building orientation, with the conditions proposed iii the attached resolution. RECOMMENDED MOTION: "I move to approve Resolution No. 25 Series of 2005, approving with conditions. a stream margin review and a variance request from the Residential Design Standards to construct a single-family residence located at 575 Sneaky Lane as both requests meet the review standards of Land Use Code Sections 26.435.040 C., Stream Margin Review Standards and 26.410.020 D.. Variances '. ATTACHMENTS Exhibit A -- Review Criteria & Staff Findings Exhibit B -- Referral Comments Exhibit C -- Application 5 EXHIBIT A REVIEW CRITERIA & STAFF FINDINGS A. STREAM MARGIN REVIEW STANDARDS The proposed development is located within an environmentally sensitive area described as a Stream Margin and is subject to Stream Margin Review Standards. No development shall be permitted within the Stream Margin unless the Planning and Zoning Commission makes a determination that the proposed development complies with all requirements set forth below: 1. It can be demonstrated that any proposed development which is in the Special Flood Hazard Area, will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State of Colorado which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development. Staff Finding Staff finds that the proposed development will not increase the base flood elevation in that it is proposed in a location outside the 100 year floodplain. Staff finds this standard to be met and recommends requiring an engineering study be submitted with the building permit application. 2. The recommendations of the Aspen Area Community Plan: Parks/Recreation/Open Space/Trails Plan and the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fisherman's easement granting public fishing access within the high water boundaries of the river course shall be granted to the greatest extent possible via a recorded "Fisherman's Easement." Staff Finding Staff finds that this proposal will not be in conflict with the AACP or the Roaring Fork Greenway Plan because the entire scope of work is to be confined outside of the native riparian area as defined by the fifteen (15) foot setback from the river's top-of-slope. There is no development proposed that would negatively affect the riparian area that the Stream Margin Review is intended to regulate. Also, there is an existing fisherman' s easement associated with the property. Staff finds this standard to be met. 3. There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Section 26.435.040(F)(1). Staff Finding To Staffs knowledge. the subject property does not contain a previously established building envelope. Staff finds this review standard not to be applicable to the proposed application. 11 4. The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope. Staff Finding rhe proposal does not interfere with or pollute Castle Creek and Staff has proposed conditions of approval that require the Applicant to place silt fencing above the rivers top- of-slope to prevent sediment from migrating to the river and the 100 year tloodplain. Additionally. the proposal will not affect the on-site drainage of the property because the construction is located outside the 100 year floodplain and the Applicant must provide a drainage plan as part of the building permit submittal that indicates that on-site drainage will not exceed historic rates and shall meet the Citys design standards. Staff finds this standard to be met. 5. Written notice is given to the Colorado Water Conservation Board prior to any alteration or relocation of a watercourse, and a copy of said notice is submitted to the Federal Emergency Management Agency. Staff Finding The Applicant is not proposing to alter the watercourse in any way. Staff finds this standard to be met. 6. A guarantee is provided in the event a watercourse is altered or relocated, that applies to the developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished. Staff Finding The Applicant is not proposing to alter the watercourse in any way. Staff finds this standard to be met. 7. Copies are provided of all necessary federal and state permits relating to work within the one-hundred-year floodplain. Staff Finding There is no proposed development within the one-hundred year floodplain. Staff finds this standard to be met. 8. There is no development other than approved native vegetation planting within fifteen (15) feet back of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers, and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100 year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department. l2 Staff Finding The Applicant is not proposing any new landscaping within the fifteen foot setback. Restoration of the riparian area with native plantings is required by the Parks Department and a condition of approval to this effect is included in the resolution. Parts of the proposed building are sitting at the minimum setback from top-of-slope. A requirement that the development meet the minimum setback is included in the resolution. Staff finds this standard to be met. 9. All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020, as shown in Figure "A". Staff Finding As submitted in the Applicant's south elevation on site sections - page A1.4, there are two elevations that indicate that the building is not within the forty-five degree height limit. The elevations show measurements from two points at or within the main one-story building. As part of the resolution. Staff is including language requiring the development comply with the progressive forty-five degree height limit prior to the issuance of a building permit. 10. All exterior lighting is low and downeast with no light(s) directed toward the river or located down the slope and shall be in compliance with section 26.575.150. A lighting plan will be submitted with all development applications. Staff Finding The proposed outdoor lighting must be in compliance with the City of Aspen Outdoor Lighting Code and this requirement is included in the resolution. Staff finds this staiidard to be met. 11. There has been accurate identification of wetlands and riparian zones. Staff Finding The Applicant' s surveyor has not indicated that there are any wetlands on the property and Staff feels that the top-of-slope has been accurately identified. Staff finds this standard to be met. B. VARIANCES FROM RESIDENTIAL DESIGN STANDARDS - REVIEW STANDARDS An applicant who desires a variance from the Residential Design Standards shall demonstrate. and the deciding board shall find that the variance, if granted, would: a. Provide an appropriate design or pattern of development considering the context in which the development is proposed and the purpose of the particular standard. In evaluating the context as it is used in the criteria, the reviewing board may consider the relationship of the proposed development with adjacent structures, the immediate neighborhood setting, or a broader vicinity as the board feels is necessary to determine if the exception is warranted; or, 13 b. Be clearly necessary for reasons of fairness related to unusual site-specific constraints. Staff Finding The Applicant is requesting two variances from the residential design standards so that the entryway door is not required to be oriented towards the street and that the front fagade of the building not be required to be parallel with the street. The intent of the design standards is to reinforce the typical characteristics of the front fagade of a building and reinforce the relationship between the building and the street, by enhancing the streetscape. With the meandering nature of the street Staff feels that it can support the Applicant's request to vary the orientation of the building. However, the lack of a froiit door facing the street negatively impacts the character of the neighborhood and the public realm. Many of the adjacent neighboring doorways are oriented towards the street. Staff feels the design of the entry could be amended to provide the required front door entry and still be accessible from the garage. C. Special Review Criteria for a Variance from the ADU Desiwi Standards. An application requesting a variance from the ADU and Carriage House design standards, or an appeal of a determination made by the Community Development Director, shall be processed as a Special Review in accordance with the Common Development Review Procedure set forth in Section 26.304. The Special Review shall be considered at a public hearing for which notice has been posted and mailed. pursuant to Section 26.304.060(E)(3)(a)(b and c). Review is by the Planning and Zoning Commission. If the property is a Historic Landmark, on the Inventory of Historic Sites and Structures, or within a Historic Overlay District. and the application has been authorized for consolidation pursuant to Section 26.304, the Historic Preservation Commission shall consider the Special Review. A Special Review for an ADU or Carriage LIouse may be approved, approved with conditions, or denied based on conformance with the following criteria: 1. The proposed ADU or Carriage House is designed in a manner which promotes the purpose of the ADU and Carriage House program, promotes the purpose of the zone district in which it is proposed, and promotes the unit's general livability. 2. The proposed ADU or Carriage House is designed to be compatible with, and subordinate in character to, the primary residence considering all dimensions, site configuration, landscaping, privacy, and historical significance of the property. 3. The proposed ADU or Carriage House is designed in a manner which is compatible with or enhances the character of the neighborhood considering all dimensions, density, designated view planes, operating characteristics, traffic, 14 availability of on-street parking, availability of transit services, and walking proximity to employment and recreational opportunities. Staff Finding One of the primary goals o f the ADU/Carriage Ilouse program is to provide viable housing opportunities for working residents. As stated in the purpose of the program, "detached ADUs and Carriage Houses are more likely to be occupied by a local working resident . Detached ADUs are less likely to be used as an extension ofthe primary residence. 15 Page 16 0 f 4 September 14,2005 575 Sneaky Lane EXHIBIT B Development Review Committee Minutes MEMORANDUM TO: Development Review Cornmittee From: Alex Evonitz, Corn. Dev. Engineer Date: September 14,2005 Re: Stream Margin Review, 575 Sneaky Lane Parcel ID # 2735-122-05-002 The Development Review Committee has reviewed the Strearn Margin Review at their September 14, 2005 meeting and has cornpiled the following comments: Attendees; Alex Evonitz, Com. Dev. Eng.: Nick Adeh, Engineering; Brian Flynn, Parks General : The review has been requested to determine what issues might arise for the demolition and reconstruction of a SFR adjacent Castle Creek. Preliminary drawings showing the norrnal water line, top of bank and the 100-year flood plane for the Comrnittee to review. No representative was present for the applicant. Building Department - No Attendance Fire Protection District - Ed VanWalraven; â€¢ No specific issue other then ongoing ernergency access to Sneaky Lane. Engineering Department - Nick Adeh, â€¢ Nick raised the question of the ability to build adjacent to the river with a full basement. It is required that at the time of the permit application, documentation regarding the acceptability of that construction within the groundwater a table of Castle Creek should be presented. Housing Office - No Attendance Parks - Brian Flynn; â€¢ Tree Removal: An approved tree permit is required before approval of the building permit. An approved tree permit requires a 16 Page 17 of 4 L.- September 14,2005 575 Sneaky L ane proposed landscape plan identifying trees for removal and r-neans and schedule for mitigation. Please contact the City Forester for more information 920-5126. â€¢ Tree Protection: A vegetation protection fence shall be erected at the drip line of each individual tree or groupings of trees remaining on site. 1. A formal plan indicating the location of the tree protection will be required in the bldg permit set. 2. There will be no storage of construction materials, backfill, tools or construction traffic inside of the protective fence. 3. There is no excavation or disturbance of the native area inside of the protective fence. 4. This fence must be inspected by the city forester or his/her designee (920-5120) before any construction activities are to commence. â€¢ Additional Tree Protection: Due to the location of excavation and work around the large cottonwoods located in the front of the structure the parks Department will require specific root protection measures to be used through out the length of the project. The project representative shall meet with the Parks Department to work out these details and show these plans in the building plan set. â€¢ Access: Parks is requiring a detailed plan outlining access to and from the construction area. Access plans should detail all vegetation protection measures and construction staging areas. â€¢ Erosion Control: There is no detailed design standards submitted for the stream rnargin protection barricades referenced in report. Plans should detail location of fencing and type of fencing. This fencing, at a minimum, shall consist of a barrier fencing at the top of slope. Beyond this barrier fencing shall be silt fencing installed to the City of Aspen standards. Additional erosion control measures may be necessary depending upon the site. Silt fencing shall be installed along the top of slope. â€¢ Native Restoration: is required below the top of slope. This area has been severely degraded. In order to protect the riparian corridor and flood protection the applicant is required to replant and seed the entire stream bank with native vegetation. This restoration component shall be represented on the landscape plans. â€¢ Utility Tap Locations: when planning for new water line and sewer taps plan around all tree drip zones and existing vegetation. Basement excavation: the proposed excavation of the basement requires a 2:1 slope that currently runs through the middle of the two large cotionwood trees located out front of the existing 17 Page 1 8 0 f 4 September 14.2005 575 Sneaky Lane entrance. This would require the two large cottonwood trees to be removed. The current site plans show the trees remaining. If the applicant proceeds with the basement plan the basement size will need to decrease in width as well as specialized excavation techniques will have to be used to protect the integrity of the soils around the roots of the trees. Water/Electric - No Attendance Zoning Officer - No Attendance Community Development Engineer - Alex Evonitz; â€¢ The drawings submitted appear to indicate that no specific strearn rnargin issues exist. The rnore detailed permit application package rnay provide additional information that might raise other questions and concerns. â€¢ Submission of a detailed demolition plan for that work is required. Attention to demolition debris and the proximity of any storage near the river is needed. â€¢ Erosion control for the full duration of the project must be kept in place and functional. If required by the State, a copy of the construction water discharge permit must be submitted. Parking - No attendance Environmental Health - No attendance Aspen Consolidated Waste District - Tom Bracewell; â€¢ Service is contingent upon compliance with the District's rules, regulations, and specifications, which are on file at the District office. â€¢ ACSD will review the approved Drainage plans to assure that clear water connections (roof, foundation, perimeter, patio drains) are not connected to the sanitary sewer system. â€¢ On-site utility plans require approval by ACSD. â€¢ Below grade development may require installation of a pumping system. â€¢ One tap is allowed for each building. Shared service line agreernents will be required where more than one unit is served by a single service line. â€¢ Permanent improvements are prohibited in sewer easements or right of ways. Landscaping plans will require approval by ACSD where soft and hard landscaping may impact public ROW or easements to be dedicated to the district. â€¢ All ACSD fees must be paid prior to the issuance of a building permit. Peg in our office can develop an estimate for this project once detailed plans have been rnade available to the district. 18 Page 19 of 4 September 14. 2005 575 Sneaky Lane â€¢ Where additional development would produce flows that would exceed the planned reserve capacity ofthe existing system (collection system and or treatment system) an additional proportionate fee will be assessed to eliminate the downstream collection system or treatment capacity constraint. Additional proportionate fees would be collected over time from all development in the area of concern in order to fund the improvements needed. â€¢ The glycol heating and snow melt system must be designed to prohibit and discharge of glycol to any portion of the public and private sanitary sewer system. The glycol storage areas must have approved containment facilities. â€¢ The district will be able to respond with rnore specific comments and requirements once detailed building and utility plans are available. 19 "I"I"By: STUDIO B ARCHITECTS; 970 920 7822; Sep-30-05 9:52; Page 1 &@EE 555 North MIll Street .. Aspel, CO 81611 Phore: 970.920.9498 STUDIO B Fax: 370.920.7822 architects Transmittal TO: Jennifer Phelan From: Joseph Spears Fax: 970-920-5439 Date; 9/30/05 Phone: Pagem 2 Re: 575 Sneaky Lane Stream Margin Review CC: This is the list presented to me by GIS, each of the addressees listed will receive a copy of the public notice letter. The letters were mailed out on September 29,2005. Thank you, Joseph Spears . Sent By: STUDIO B ARCHITECTS; 970 920 7822; Sep-30-05 9:52; Page 2/2 - --v,vv,v.avery.Corn ~ AVERYÂ® 5160Â® Utillsez le gabarit 5160Â® 1-800Â·GO-AVERY ASPEN VISTAS VENTURE CAMALOTTA ENTERPRISES LTD 949 WEST SMUGGLER STREET LLC 7/12 C/O RALPH & LEAH WANGER , DUNCAN C/O 1755 MONACO PIONY 1540 N LAKE SHORE DR 675 MEADOW RD DENVER, CO 80220 ~ ' CHICAGO, IL 60610 i ASPEN, CO 81611 f ~1 CAMP ROBERT C CURLEE CYNTHIA A ' ~ ~ HIRSCH TOM & MAUREEN PO BOX 692 PO BOX 692 ', i PO BOX 8110 ASPEN, CO 81612 ASPEN, CO 81611 ', ASPEN, CO 81612 1 ~ IBH PROPERTY TRUST HOFFMAN LARRY J & DEBORAH , ' JORDAN WILLIAM R 111 & CHERYL A HARRIS IRVING 8 TRUSTEE 1221 BRICKELL AVE ' 418 E COOPER AVE STE 202 191 N WACKER DR #1500 MIAMI, FL 33131 4 ASPEN, CO 81611 CHICAGO, IL 60606-1899 1!/ MACCASKILL PAUL L ~ MASS ANN M TRUST , NEWMAN JOEL I 10900 WILSHIRE BLVD #600 ~ i 225 N MILL ST#116 355 OCEAN BLVD -toSANGELES, CA 90024 ASPEN, CO 81611-1958 GOLDEN BEACH, FL 33160 PATTERSON DANIEL EDWARD & SUSAN P PATTERSON FAMILY TRUST ~ PETERSON PATRICIA L REV TRUST R 580 CEMETERY LN #1 ONE MARTIN PLACE 580 CEMETERY LN INIT 2 ASPEN, CO 81611 : NEPONSET, IL 61345 ASPEN, CO 81611 1 ROSE ALLAN V ~ SHARP DESIGNS INC ' ) SNEAKY LANE LP ONE EXECUTIVE BLVD 936 W FRANCIS 6155 CORPORATE DR YONKERS, NY 10701 ASPEN, CO 81611 HOUSTON, TX 77030 STARODOJ BETSY HARNETT & THOMAS i VANDEMOER H H 5/12 WALSH MICHAEL G & PATRICIA N S 11 1755 MONACO PIONY PO BOX 756 PO BOX 2298 ASPEN, CO 81612 DENVER, CO 80220 ASPEN, CO 81612 1 WANGER LEAH JOY ZELL & RALPH ' WERNER MICHAEL B ~ i WERNER SARAH R RES TRUST 1540 LAKESHORE DR #14N ~ 1111 LINCON RD#400 . ~ PO BOX 503 CHICAGO, IL 60610 MIAMI BEACH, FL 33139 BELLEVUE,WA 98009-3884 11 1 1 COPY 11 ill 1 Â®09 & 5 Â®AHEA. Efl LUO,9[le/,e~MAMA 6unupd eeu efipnlus pue wer AMBAV-09-008-1. - .0965 31VldVÂ¥31 Â®AleAÂ¥ 841 MEMORANDUM TO: Plans were routed to those departments checked-off below: X........... City Engineer X......... Community Development Engineer O......... Police Department X ........... Zoning Officer X........... Housing Director X........... Parks Department X ........... Aspen Fire Marshal X........... City Water X........... Aspen Consolidated Sanitation District X ........... Building Department O ........... Environmental Health O........... Electric Department O........... Holy Cross Electric O........... City Attorney O........... Streets Department O........... Historic Preservation Officer O......... City Parking Manager O........... Pitkin County Planning FROM: Jennifer Phelan, Senior Long Range Planner Community Development Department 130 S. Galena St.; Aspen, CO 81611 Phone-429.2759 Fax-920.5439 RE: 575 Sneaky Lane, Stream Margin Review Parcel ID #2735-122-05-002 DATE: September 6.2005 COMMENTS: Please review the attached application for a Stream Margin Review request. A DRC Meeting wilI be held on Wednesday, September 14.2005, in the Sister Cities Room. Basement of City Hall. Please have your comments ready. If you would like to review the full-sized copy, please let me know. DRC Meeting: September 14, 2005 Thank You, Jennifer Phelan Page 1 of 2 Jennifer Phelan From: Joseph Spears [joseph@studiobarchitects.net] Sent: Tuesday, August 30,2005 7:49 AM To: Jennifer Phelan Subject: RE Site Inspection Yes, It should be done this morning! Thanks and let me know. From: Jennifer Phelan [mailto:jennifep@ci.aspen.co.us] Sent: Monday, August 29, 2005 12:44 PM To: Joseph Spears Subject: RE: Site Inspection Joseph - If they have it staked by 1:30 pm on Wednesday, I can just use the design review committee time slot to schedule staff for a site inspection. Otherwise I could try Thursday. Could you confirm if the staking will be completed by 1:30 pm? Thanks. From: Joseph Spears [mailto:joseph@studiobarchitects.net] Sent: Monday, August 29, 2005 11:09 AM To: Jennifer Phelan Subject: RE: Site Inspection I talked to the Surveyor and he or somebody in the office will have the T.O. Slope staked by Wed. Let me know if this works. I will be able to meet you on site as well if need be. Joseph From: Jennifer Phelan [mailto:jennifep@ci.aspen.co.us] Sent: Monday, August 29,2005 9:54 AM To: joseph@studiobarchitects.net Subject: Site Inspection 9/6/2005 Page 2 of 2 Joseph - You need to decide whether you want to have the surveyor walk the Sneaky Lane property with city staff or whether he will just stake and identify top of slope. The sooner we schedule the site inspection the better. 1 would like to have staff at the site before having the Development Review Committee meeting. What type of timeline would be feasible for you? Let me know so that we can schedule a date and verify attendance. Thanks. Jennifer 9/6/2005 STUDIO B architects August 25,2005 City of Aspen Stream Margin Review Pitkin County, Colorado Dear Sir or Madam: This letter is to authorize Studio B Architects and Joseph Spears to represent us the property owners of 575 Sneaky Lane in Aspen Colorado with regard to the property development application. The phone # to the jobsite is 970-925-5871. Studio B Architects is located at 555 N. Mill St., Aspen, Colorado 81611 and the phone # there is 970-920-9428. Please feel free to contact either party with questions. Thank you. Regards, -, ~e Cosniac Owner 210-862-3139 Jo ' ph Sbe Studio B Architects 970-920-9428 555n mill st.aspen co 81611 970.920.9428 fax 970.920.7822 www.studiobarchitects.net I 0 -LEGeD- - ropographic Site SurvejÂ«Â«-. , Ph one Pede,to Â¢0 Eec Meter - V Â® Sewer Monhole Â© Drolii 1 --- 3 0 Cleonout . * Scs Meter 7 [><~ Water .Ive 1 \ 1 Â® Elec MormÂ©le El gec Box Lot ly Tageft Subdivision Â¥F-,re Hkdront 1 :*/ 0 Vater I,lonhole h Â© woter Water Â· lillia -- -- .City of Aspen, Pitkimi CousÂ·ty, Colorado 1) RE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS, Found Rebo~ 4 RIGHTS-OF-WAYS, BUIONG SETBACKS OR OTHER RESTRICTIONS OF 48 11 RECORD. INCLUDING SUCH ITEMS USTED ON DIE RECORDED PLAT OF Yellow Cap TIGER- SUBDIMSION. AS SUCH ITEMS WAY AFFECT THIS PROPERTY 10 Â· - couy N / 2) NOTICE. ACCORDING TO COLORADO LAW. YOU MUST COMMENCE ANY ,;~ . ,~ (3) YEARS AFTER YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY LEGAL ACTION BASED UPON ANY DEFECT W THIS SURVEY WITHIN THREE ACTION BASED UPON ANY DEFECT IN THIS CER MICATE GE COMMENCED OÂ«QI i / MORE THAN TEN (to; rEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON i G#* :~.07*~74.~ ~Â·4 / 4 3) RIVER CITY SURVEYS WILL NOT EE RESPONSES FOR ANY CHPIGES coe r ' ..6 Â· Â· MADE TO MIS DOCUMENT AFER 11 LEAES CUR POSSESSION ANY COPY, '111. FACSIMILE. ETC , OF â„¢IS DOCUMENT MUST BE COMPARED TO THE e id...3 - ORIGINAL SIGNED. SEALED AND DAED DOCLIMENT 'O INSURE THE ACCURACY OF THE INFORMAI.ON -HOWN ON AMY SUCH COPY, AND TO ~' /90 , Â·. ~7 . 4) ELIEVAIONS SHOWN HEREON ARE RELATIVE TO AN ASSUMED ELEVAION Â·Â·Â· INSURE THAT NO SUCH CHANGES HAVE BEEN MADE .- 09 4 R.,Â·. M.i 1%4 ..J: oF 7849 7- AT A REPR AN[) CAP. PLS # 9018 FOUND NEAR THE NOR-HEASTERLY PROPERTY CORNER OF LOT 1 ./9 -S - - .A . ..,2, 1 5) CONTOUR INTERVAL = 1 FOOT Cott~1:Â· 1-'.0 '' ~ 8)ANY SUBSURFACE UPUTIES NOT SHOWN HEREON, WERE NOT MARKED BY %-12 ' APPRopR= AT 7>â‚¬ 7(WE OF THTS SURVEY CLIENT/CON TRACTOR MUST CONTACT SPECNIC IT:UTY COMPANIES TO VERIFY BOTH TH[ LOCATION AND DEPTH OF RESPECT VE UIUIES ) PINE ADD,TIONAL SIR\ONG WORK WAY BE REURED TO SHOW ANY SUCH -------- ---'MO---46*4 1 - UP SUBSURFACE UnUrf LOCAnONS ON THIS DRAING RIVER CITY SURVEYS -- MLL NOT BE RESPONSIBLE fOR PROTECTION OF SUBSURFACE UnUTIES NOT MARKED ON THE GROUND AT RE IME OF IPIS SURVEY 5~%52*7W 69.64' 4. -' , r #:NX.+ 4~0,00'5 L 7) THE HIGH WATER LINE (HWL) SHOWN HEREON IS APPROXIMATE AS L .I .obd Cotton ~Neod -9 93 Â· elu ' THERE CURRENA Y EXISTS UTTLE VISIBLE VEGETATON AND/OR SOIL flin % Cotton DISTURBANCE MARKS ON THE GROUND. DETERMINATION OF A WORE ' If + 0!,Â· 15.9t StiÂ»* PRECISE LOCATON OF THE HWL MAY REQUIRE WORK BY OTHERS Crts- 8) THE 100 YEAR FLOOD LINE SHOWN HEREON IS BASED OIl THE 101 ... INFORMATION SHOWN IN THE 1987 REMA FLOOD PROFILES (CASTLE CREEK Cottot â€¢C ' 40. 3 i /9 4. PROILE F) . 9 " 3 t 4, -*4~ 1 d. 0 -6 Survever's Certificat.e 1. DAVID A COOPER. THE UNDERSGNED. BEING A REGISTERED . 9014/ PROFESSIONAL LAND SURVEYOR. UCENSED IN THE STATE OF COLORADO. to -1 9 *i DO HEREBC CEREIFY THAT ON THIS DAE. AUGUST 2,2005 THIS + 3 4006 1 1 TOPOGRAPHIC MAP WAS PREPARED BY RWER CITY SURVEYS LLC.. UNDER ...,ae Â«\ 1 / CORRECT TO THE BEST OF MY KNOWLEDGE AND BEUEF MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE AND ~01~00 IL- ~- ' Davnd A. Cooper Ul .f L 4147 . / Colo, Reg. P.L.S.#29030 Porr and On Behalfof f ;~~0' U 1 Weli \ f / All tt ' i J- -I' l i~ 1 4,4 $ :.:.*l 1 River City Surveys, LLC. - 1 A' 1 -t j I 94. .,a -- r- 24 - li 14-42.-- hal WO.5- 0 hi 1 \ Mting ResÂ·genes 4 if -. -- \Aa- 78.4 0,2 -/ - 1 0 , 7 k. N / 1 1 4....04* / // 2,/~~L Aspen- 3%21 4 04 1 15~ 146 4 9 Goroge ..i-~ AsÂ·,M Â· ,- 1 0/ 1 .:0 7 j ./.en *2 I F rou 1 1 O-\900 4 h :r---a - 0 ~80>en ~09 ~,~:Â· titâ€¢cd~~~ *orÂ· ~ ~ W / -4~4 ~ 900 n 1.4 57 -- - U.01 rl" loo Deck i cotton / . . . 7849 U-- Gr r.- 4 7847 * 0 --- ~1 - -.1% 786 f - 0-2, /3Â»- r f. *I . 1- c 6'Â»m-* 07-3 _ - - A-OX.100'mt.0 - - i /64,*m-mt = /* on #kee' ptl f- 'keal '' (I:' I: ' I A t ' 4"*c .0~d 7842 4 .., _~ 1**8"8 ' 1 1-0-- 7'f~~ 3>: m - ... 2.1.0 c-77'vt M------ - --- -M--21 3Pecpkittwi-,0.Â®~.~~De----9 -JE x ------ 7839 - - .U 62.reÂ·-_ - / / ./ .%.-*.~.'*I~-*.-*$*9*f-**<2.--'*$- 0------- 4-Zil-_i--a-. _/t9/ 3 - h cO#li F./ f 5 Rebo j"i'll''Ill\}tt\ 6%2*O7La92'4 <-=---..... ..**<--,<:'111' 4-c,;. 126,00' 00 N \ V If 7.1 - coa' '2459' 2 7&8 lilli 780 7237 810*3*w 'LAa -- - --4*~~ 7837 approl r,â€ž;;~~~W - (9920 1 4- Creek atoX, A 7...4- *J,4. lAy '00 -see note@ 0 - \ lili 1. Fou" R M 11 - 0,4 Cop. PLE# 9018 , 1 , 1: ' 1 1' '1 Iii ii:Â·:11 1, 3 +Ax-. 4 1 I l \ 11 1 1''ll '3 <6 11,1:44,3 9/\ 6,25,Â·m'La. ., .., 1. 11 il 111 1 Le ,/Â»A e \ 2' L.6/ .1 '.1, .. ~ %.. 1 \ M e i IL Ill Ill'11121'111 1. 1 - -3 P h ehee. M -4- p : 00 - - 1 L i Â¢6â€¢1~' 22*2 la SCALE : 1 NCM : 10 FEET phone 970-945-60.9 Notted . 82.:-~E 31 26 P. 1 -0000 -4 fax 970Â·945-6022 , ' -/951053 -ciÂ·.Â·1 405 Le>: 1 TCPO.diwg ., 5. 08 GENERAL NOTES SCOPE OF WORK (FAR Ir MATION) ADDITIONAL NOTES CODES SYMBOLS ~1 DIRECTORY A DE A,6, Doa~NT *201 MeUL COICRONS 1 910' CRA-GS NULL BE 9-TIED 10 111 A- COVER OWNER JOE & SHEILA COSNIAC OF 11 0111#Cr RE CON:IN,[no~, LABr *011[Cr RE HS CR IER Ir,EW -JE C,LLED THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING DESIGN DRAWINGS HAVE BEEN BASED MASONR" ED[TIOK ME IOGY "a A PART f EEI FIR MnÂ·,El I REI DoamE],11 int, 91,ILL HOUSE BACK TO THE FIREPLACE. NEW CONSTRUCTION IS ON THE 2003 IRC. THESE DRAWINGS .IREGRICK ~ . AO.1 INDEX 575 SNEAKY LANE. =WCT 0001*m UnFT As -*ED %& BE MAE BY K NOOICT BERIE NE INK CONSISTANT WITH THE FAR BELOW. THE FOUNDATIONS ARE A MUST ADHEAR TO THIS BUILDING CODE Al.1 PROPERTY PLAN ASPEN, COLORADO 81611 COPES NE C]1 FLE NÂ® NE AWLIRE RE 15 im,l NO -1( 91*U mfll 10 H COMBINATION OF SLAB ON GRADE AND CRAWL SPACE INCLUDING IN ALL REQUIRED AREAS. FACE GRDÂ· EF55552 Al.2 SITE PLAN PHONE (970) 925-5871 IGECm]1 AT Inf CEICE ) lE morET. IE,END 511[r DRAild St.BECT 70 FEPL,~a- IM AS FEIWID F[E S-LEE I PNL E. ABOâ‚¬. AN 1168 SQ. FT. BASEMENT. THE CONSTRUCTION WILL BE IN ' A2.0 FOUNDATION PLAN ELTIE CONTRET DOOMMIS C(,25T F M TRADITION IN-SITU TECHNIQUES WITH BE A COBINATION OF THE PROPOSED DESIGN REMAINS 15 BACK FROM CE@AMIC TH. F IntlÂ«$121(IE'IR A2.1 LOWER LEVEL PLAN ARCHnECT STUDIO B ARCHITECTS A*BEXT. nE ~EM NOTa lETE[3131[K L DE ERUIC MIEER 9/LL / 11[~NED BY 555 N. Mill STREET , Ne lE "A"14 IBI /1 'ClmAN I 1[ C[MmUCK* R E S IED f POURED IN PLACE CONCRETE, EXPOSED STEEL, GLASS CURTAIN THE AGREED TOP OF SLOPE TO MEE THE ~ A2.2 MAIN LEVEL MAN - ASPEN, CO 81611 STREAMLINE MARGIN. THE SIDE SETBACK ARE 10' A2.3 MAIN LEVEL PLAN . PHONE (970) 920-9428 01llma 1/1~ICAED ~EmlaY leFECION AS mg:21 91 lE Ilirgil 81019 WALLS AND ZINC ROOFS. A2.4 LEVEL 2 PLAN FAX (970) 920-7822 -LED N AllfÂ»E ..E D0C1-8 '011 CODE M HY Nrf LOOL CÂ®E OR (~IWICE AND DUE TO ATTACHING THE GARAGE TO THE E WMED AS NIal,1 RUY COBED 1 AL HOUSE IS WITHIN A 25' SET BACK TO THE STREET. . A2.5 LOWER LEVEL PLAN /Irr Â¤1Â£,MICY ETIEO H ImeIT PNrls .1 11Â£ Colll,ACD! 9,11 BE E,10*mt RR MAIN FLOOR STRUCTURAL SlaU IIE FMND 10 lE ARO<Im -m,IlY. TIEE SEY Ne CNE f /04*ME PROFERE - 0'|O~lt A2.6 ROOF PLAN .= CONS=ml RE CO-lICE WII CONCRETE BLOCK S= -=i- A2.7 ROOF PLAN ENGINEER C AL m SWLCIRY HALL STAI- FEmR,L .D 5TA/OSHA maLAED# /0 FAMILY/LIVING/DINING/ENTRY 2189 SQ. FT. 100Â£ CCIES ME) -UNCa NE) SVLL & , 11 Rlne:191 / / 1 E= 1111. IT S CAST-,N-PLACE maammhs A3.1 ELEVATIONS 16FME 10 'ME 11Â¤EET STA IC-5 ~ CRAFTS- mAS,D C-lfIED 10 H 0-1 BEDROOM WING 850 SQ. FT. THE HIEGHT LIMIT IS 25 WITH A SET BACK EQUAL cad F:ECAST A3.2 ELEVATIONS INe- BUX.~Em~ CF H APPI[mAI -El 185 SQ. FT. TO 45 DEGREES FORM THE TOP OF SLOPE. ....~.....__......... MUDmORKSHOP LIGHTWE GHT 1.. - 1 A3.3 ELEVATIONS 1 AL [miletle 110Â·ED 17 1 MEIEE]KE O*R a HI DOOM]rm *E-EED RD Int,I ALL SCILED -3,9- mmo= NOID YTEÂ· ADU 425 SQ. FT. A3.4 ELEVATIONS l.18~ UEN,J EU.,18,7 MÂ® 1NIKIS 20EE Nor 10 I /1. THE PROPOSED DWELLING ALSO MEETS All A3.5 ELEVATIONS 3789 SQ. FT. REQUIRED DESIGN STANDARDS. GENERAL WILLIAM H. BAKER CONSTRUCTION IT IS TIE FEN'011511[Tr / IE C(]ImACRR L CCNRACER SUU ~317 /0 COCE-I /1 A3.6 ELEVATIONS 701~1@BEAT-DNINEARÂ¤IETANr l'WII lllaial Hald Mula Ble CONTRACTOR 210 AABC SUITE MM GARAGE 503 SQ. FT. M.1 SECTIONS 26;:'rwi#:fi:fa6iiii& :itizz#&:ir:At#imjej"; 250 EXEMPT NEXT 250 COUNTS 1/2 -250 SQ. FT, EARTH~RIC M.2 SECTIONS ASPEN, CO 81611 IT S 1{ 8(368LITY OF lE ARNET 10 DISTURBED ~ A5.1 WALL SECTIONS PHONE (970) 925-2391 NO~E DETIS,ID~ ~1&1116 IS**BIE â€¢ C[nUACRE - ASS- ENU,mITY RE B,1 Imr IBE IT S /LIB Ir NE 81511@ 253 SQ. FT. A5.2 WALL SECTIONS FAX (970) 920-2951 mÂ®m= ' â€¢1* am " DE 000**m UNDES-l,REED il A5.3 WALL SECTIONS " UPPER LEVEL E Mlf 'AB/t mE FIR 9.BSnmal / 1 Efy jiL PE IASI ill , STONE / GRAVE_ ImmnimIC- AS.1 DETAILS MECHANICAL- DORIS FILL A6.2 DETAILS SYSTEMS mof SPECIED OR CALLED CRIT HY 1*;CE 11~ 051Â£ a GlinI]6 BRI 5&~- 994 SQ. FT. . A6.7 STAIR DETAILS â€¢ HI Dmal*15 Ellit SE FIEI]fE) 10 IE C[Imal<10. W 0 MASTER WING mOnÂ®CT FOR ~El NE COIrmACm SILL .. ADU BEDROOM WING 540 SQ. FT. A6.8 STAIR DETAILS 9-T S-Â£311) 12-D Erf TE AAOIEL Cl IUE IX 6 EvitED CR EIS- FleEE ~ ~ NO ALL SICH S-LEE 31a1. BE iWEE 0 -mii==-AS"MAX}1 A6.9 STAIR DETAILS Se= LOWER LEVEL I.JUTet A7.1 INTERIOR ELEVATIONS : -t mT C-Cal 70 lE EEID 91*ta A7.2 INTERIOR ELEVATIONS Mrf -( 1101 DCIES MOT C[Â»AN 9411 E p. DE][ - Ef'r C( ImACT 000.1Elli FED 2%..."*Np<E [ 1[.Lilli_1. :U)a l mum '1" m Ilol IRE ACCLmer, 001-11 11ATAL MEDIA / LAUDRY / MECHANICAL 1128 SQ. FT. A7.3 INTERIOR ELEVATIONS Â· SURVEYOR RIVER CITY SURVEYS L.L.C LLI 0 Callal* AT IE COICE,CUT DIENE 18- m Z EnDAEIE 8 91011 IJTC FmOCHI,G 5% OF LIGHT WELL EXPOSED 1072 SQ. FT. RIGID 00[XEXXX7 A7.4 INTERIOR ELEVATIONS 818 COLORADO AVE. #105 =mACRE 9141 9-1 maes i,E} - C~159O=121 F IBE AE AMY (Â£510Â»6 ........LUAA. GLENWOOD SPRINGS, CO 81601 10 1 St-lm F. m n-QI H 2*IUL SAit< DEI m ONER CICEÂ»UEli A7.5 INTERIOR ELEVATIONS . !1 0 m,mACH Ie, 1= 15 LEr,molug, 1 I = NE CER 5 E,1111[ RE 56 SQ. FT. A7.6 INTERIOR ELEVATIONS PHONE (970) 945-6019 .' < 11 ala \GRCA=S - laITTAS ~111@ aN,C,mt ~ M m,Â«Er A7.7 INTERIOR ELEVATIONS , FAX (970 945-6022 m i wi N nUME Um NOr m DaAY 1</0~110 mt = / I"/D 9 ENGINEER E2.1 MAIN LEVEL ELECTRICAL ' SOILS FÂ»191 IdATERIAL& E22 MAIN LEVEL ELECTRICAL F. Al BIESTS Ft* 9Ei,n[,6 CF rEMS g EAÂ£,1 ImjiLBNEDLE Ill al an,< PAN,11; TOTAL SQ. FT. 5493 SQ. FT. 9119 <AL I Salie I -116 31 m,10 5 il~ ImmUY IllillailiLY ASOLSEC VLE E2.3 LEVEL 2 ELECTRICAL 10 M *DIET - IL BE CON~~D GLY CESCICED IENR 110 9EIR DES[-lat OF E2.4 LOWER LEVEL ELECTRICAL F ITER 2R,KI F,laIL~ES 11* ADW,6 a~* PA=,~ ORm,1@le=B R3 A10.1 INT. FINISHES /APPLIANCE SCHEDULE GLASS TAmt.IS Dal*m DANE m A LES:a PIKE IMI PIErRY ACCOMODAI DE Z[rE / El Al 0.2 WINDOW SCHEDULE GUIT 10 11 CEW IIL BE K-ED -OUI 9'AL mmE M DEACME m lE SAC-Â¤10 al,Unt *PORNICE. Ne]R â€¢EPON=mlo Fall 9,01- m - A10.3 WINDOWSCHEDULE =-11=110 Cmallm~EmiE ../ A10.4 DOOR SCHEDULE ANALYSIS m./"//avam,Ho/1,tTAN.= ENERGY ROF(E, RN SEIND 5 OR E NOT Of Emit 1 ANY UISIONS 19*DIG *E NUT CT NE ABBREVIATIONS ~Lm B NE NDuCT Ie[,El ....pue,mIS NE=ca.,ID CAIAK -d SEALANT& Ell lE AA[mT EERÂ»E OCEmIC mEits SEALANT -I OR FRO(Ellg ITH lE -1 I gES!01 LE W/BACKER ROD -4-9=~1~ : & ALL -1 9411 1 WEE PUIE NE) RE-& E.AID Imt ~.Â· ~~ *Ma nocr WA =face LIE M ACCORDMICE !11 IST FRACEIS OF IE *Ft- ~bocr 1-----1.1. 1* t*L J. N r FiLLER ./.8/"FACUBB/3/*.*F" 1 ki. ImE ./ 111.55 0~LED WT,IS ENGINEER / P,RmUR 1111 .E51'/ CIVIL ARCHITECTURAL SYMBOLS MAV Mt ==- irrCon En= alia gfifiR)RT.R.~ PUEEBE . Ei,$(/1 Icn~11 - N/ld Ma'. ~L- 8 -4 ~TAL: 0 0. Rge- 2%) ,/Ear A.U?/INJM 455*51 ~ LARGE SCALE 9 ![1] It. ~ T . 0 STEEL- C. ~ <19 - Â£ 0~I .W STEEL- - ex@ U M M - |it " al=rÂ·~t r amÂ· SMALL SCA_E 20 1 ./- 0 FL n.:91. Â¥ ~126 ** .i~*-ED po., '>....../*--=... faly oth,r, BEr- =bÂ»'.t lk. Ek_ 6%5 ~* - 0 F'NISâ€¢ | ~ ~. /1 Whairm:"im B=<C. Â·-CONT MUCJS--â‚¬â‚¬- ../ 4 a=tracter N ///b tw/ ROLGH FRAMING,/ 1 - -- BLOCKING- M 50080(12560 D:SCONT.At,OUS 7==.6.1101= ATI NLR-8 1.-ER "' 0800Â®00/ HÂ·F UNJOrmialldbe Code LARGE SCALE Wom P_.WOOD- 3 B. ih,Ight /0/6 : 6~ih Irlâ„¢* 0-EYA-i -- ilf- libel--d TEMP)ED VICINNY MAP: PARCEL #014311030 HARDBOARD 7 **121 pp clo Er.:CL & 21- â‚¬/AP.EST.= 0 ,300/n 1 F Â·COR 46,7 Rev. SCHEMATIC 4-1-05 -,--ze.eep- l.re UM 0-H A Dr- ",4 PER RON E[AUÂ· QUtW larnlnete . ECÂ£ 82-- SF' 824 2. % =) PLASER/BAC- 800#02 . . 1 4, 70-1 - 46, ./.. . Rev. 2-SCHEMATIC 5Â·12-05 (D V .~ wyra /2- 14 Abjifint-d ix Mi Up GROLT #MIL. _A~-Â·tÂ·-t--tÂ·Â·Â·.Â·.Â·Â·5 - 5/er ./ O-4 4,49,44* 4*Y SAND end CEVENT .LK;4#2Cp.Ud,M 4 REV'~NON brimel WA.. L :3 DARE 1 'Â· Â· Â· Â· â€¢ Â·Â· Â· - I 'EmgÂ» P *10. G~FSUM "F*:....:al:=6, 1,0 2 .QIM ZE,r /O,1 Aâ€¢Pen -0 .Uk FECON#*trcrete Â«Â»V V & 1 V.ORTAR BOARD r'Â· ' â€¢ 'Â· re... EP:59*. h ifi f-c I . 6 + Â·9:? 'DEN EER L_NES. F-OCI? .NES N W Hyâ€¢,ar t B : 1 0 2 cp{.Ty tie r - 11 29 . 9 2 -~ w oille â€¢p ie St ,- . 1 3- r 9<. #TER". ELEâ€¢/AT:(NE. i ACE ED UNES Â· /;9%& F *P Frdi >lis'~97 ~;N~& ~ u~ & )5 STONE: , x ue dab: Â·W North Stik Coflstrudion b #Sm Drawing T-: AT.hi)AR. ONES STONE. /ENEER rJ.9-EREI~~1 '6 VII FratitÂ·4 51 . '991â€¢er St 557.-1560 1 - FOR :Â·iDDBi: INFI - - - - - - - [.Al.t UN 9:lo'Al E INC .. -~'Â£ A B li MARBLE 6 - INDEX 2: * Hallam St g Â·t# Bleeks, S* I Ch pÂ¤t,y V V PANTS Of 0.'.... R 0%2- & a. 42 5.10 '14' HWA Sheet#Â· a /3, 9 2.2 . St , 29 24:1 1 . 9. 51 W Main St 2 E Matn St 63 2 hie"â€¢Â·. M.aoÂ· i~'~ pÂ·Â·Â· 10 El= FLOOR COVERNG: M ~ 1,mt 1 1 DRAWING TITLE hg RES,LIENT -llc â‚¬ s 9 W HopÂ». Ave 2 E ti.Pkim Pug elf Â© ~~,~ SCALE E- imM Ili - AO.1 FLOCRING 1 1 09 .... 4 . det r 'A,e E'e W- 02005 MaegweitÂ·Corn, 414. Â©2905 NP.V-TE@ tk&.2*t - Cosniac Residence 575 Sneaky Lane Aspen, Colorado 81611 30N3aIS3h! OVINSOO t 1 g ~0 ~1~ e, ~ 711Â· 710 1 -EXthb\TC, COSNIAC RESIDENCE 575 SNEAKY LANE ASPEN,COLORADO DESIGN DEVELOPMENT-PROGRESS SET 10-28-2005 fs T 1*~PÂ»if 21/ B architects GENERALP . SCO Â· WORK (1- IFORMATION) ADDITIONAL NOTES CODES SYMBOLS % INDEX DIRECTORY A IHEMIENT,201 'GE,ERICONDIPS H SH0PDEAINGS914LLISU/ITTEDTOTHE THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING DESIGN DRAWINGS HAVE BEEN BASED MASONRY. A- COVER OWNER JOE& SHEILA COSNIAC OF THE CO,ffRACT ER CONSTRUCTIONâ€¢LAJEST PRCHTTECi FOA MS OR HER RM* WHEFE CALEB HOUSE BACK TO THE FIREPLACE. NEW CONSTRUCTION IS ON THE 2003 IRC. THESE DRAWINGS FiRELSE CK Al 1 PROPERTY PLAN 575 SNEAKY LANE ECTION ARE HEAE8Y WEA PAITOF -1â‚¬SE -IMEREINTHESEDOCLES B.SIWL , ASPEN, COLORADO 81611 ~ * AO.1 INDEX COIIRIT[JOCUI,ENTS. Â£(CEPT AS AMENDED 11EliEIN 8E KIE 8Y THE ARCIECT 8EF0RETHE WOFK CONSISTANT WITH THE FAR BELOW. THE FOUNDATIONS ARE A MUST ADHEAR TO THIS BUILDING CODE W PHONE (970) 925 5871 COPIES ARE ON rE AND APE AVALABLE:OR IS BEGUN AND WORK SHALL CONFOAM TOM COMBINATION OF SLAB ON GRADE AND CRAWL SPACE INCLUDING IN ALL REQUIRED AREAS 9 FACE BRICK 52*23 Al.2 SITE PLAN INSPECTÂ©N AT THE OFFICE OF: THE AACI IICI REVIEWED SIKPDRAWINGS SUETTOREPLACEÂ· . A2.0 FOUNDATION PLAN Allff AS HEQUIRED FOR SANP[LES IPAR. E ABOVE AN 1168 SQ. FT. BASEMENT, THE CONSTRUCTION WILL BE IN â€ž E ARCHITECT STUDIO B ARCHITECTS 2 8 THE CONTRACT DOCUMENTS CONSIST OF 1}Â·â‚¬ TRADITION IN-SITU TECHNIQUES WITH BE A COBINATION OF THE PROPOSED DESIGN REMAINS 15' BACK FROM , CERAMiCTILE a 555N MILLSTREET A2.1 LOWER LEVEL PLAN AGREEME/, 'E GENERAL 4(rES THE SPE(FleATON 1 THE BUILDING INSPECTOR SHALL BE NO11AED BY POURED IN PLACE CONCRETE, EXPOSED STEEL, GLASS CURTAIN THE AGREED TOP OF SLOPE TO MEET THE ~ 0 AZ.2 MAIN LEVEL PLAN # â€¢ j~ ANDI]EDMWINGS V,HIHARECOOPEIFIAND THE ACTOA WIEND{RE S MED I STREAMLINE MARGIN. THE SIDE SETBACK ARE 10' % A2.3 MAIN LEVEL PLAN N ASPEN, CO 81611 ' CarNUOJS WOR( ;NDOTED OR RE,EONâ€¢BLY NSPECTION AS REOUIRED BY THE UNIFORM WING WALLS AND ZINC ROOFS. PHONE (970) 920-9428 WIED IN ANYONE OF THE DOCUI,IENTS SHALL COOE OR BY ANY LOOL CODE CRORDNANCE AND DUE TO ATTACHING THE GARAGE TO THE A2.4 LEVEL 2 PLAN BE SUPPBED AS THCUGH FLLY COVERED N /1 LOT AREA 33.000 SQ. FT. HOUSE IS WITHINA 25' SET BACK TO THE STREET. A2.5 LOWER LEVEL PLAN 3. FAX (970) 920-7822 ANY ISCIEPANCY BETWEENIE DIEREMPARTS J. 'E CO~RACTOR 91ALL BE UPONSIBLE FOR SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATELY THE SAFETYAND CARE OF AWACENT FOPEATIES BUILDABLE LOTAREA 31,800 SQ, FT. Â« CONCRETE . ... .. . A2.6 ROOF PLAN P STRUCTURAL KL&AINC 'REN FORCNg,NCENTH ALLOWABLE BUILDING AREA 5,508 SQ FT. CON<:liETE BLOCK E-O-KKED-1 A2 7 ROOF PLAN 1 ENGINEER C Al .0. SHALL COk,PLY Wmi ALL STATE,ND FEDERALANDSTATEO.S HAREGIA,nONS AND s: 805 14th STREET LCIX CODES AL 06Â©INANCES, AND 94ALL * FOR/E PROTECTION OF Ati WOIK UNTIL IT IS MAIN FLOOR THE HIEGHT LIMIT IS 25' WITH A SET BACK EQUAL CAST-INÂ·PL..ACE 888888838* A3.1 ELEVATIONS :ind FRECAST GOLDEN, CO 80401 PERFORMED TO THE HTJÂ·EST STIDAADS OF CRAFTS DELNEAED COâ€¢AFED TO }HEOWNER A3.2 ELEVATIONS MMIHIP 8YJ0URNDMIAN OF TIÂ·E APPROfR~TE TRADES TO 45 DEGREES FORM THE TOP OF SLOPE. , Â· ~ . .T A).3 ELEVATIONS # PHONE (303) 384-9910 K ALL Dll,ENBCNS NOTED TAKE PEECENCE OvER FAMILY/LIVING/DINING/ENTRY/BEDROOM WING 3010 SQ. FT. , i GHTWEIGHT l.. 1 ,; Â® FAX (303) 384-9915 D nESE COCNEIS ARE IMBMIDTO INCLLIE ALL SOLEDDMiNSIONS *NSIONSNOEDÂ·N.LSÂ· fir , A3.4 ELEVATIONS MUDANORKSHOP 170 SQ. FT. THE PROPOSED DWELLING ALSO MEETS ALL 1 LER MATERIALS. EQUPMEMAI,[) SERVICES DENOBNOTTOSOLE . 1Â§ A3 5 ELEVATIONS AEQUED TO COI,PLETE Al 1,ORK DESCIBED HEREIN ADU 377 SQ. FT, REQUIRED DESIGN STANDARDS. GENERAL WILLIAM H. BAKER CONSTRUCTION IT IS THE RESPOISm.ITY OF THE CCIRACTOR L CONrR,CTORSHALL VEAFY *ID COORDINATEd A3.6 ELEVATIONS CONTRACTOR 210 AABC SUITE MM TO 'rNG TO THE ATTENDON OF THE ARCHITECT ANY OPENINGSTHROUGHFlooRS.COUNGS.AND E 1 4.1 SECTIONS 3557 SQ. FT CD,[)mIONS WHICH WILL NOT PERIFT CONSTRUCTION WALLS WT- ALL AUWL SalCUIAL . M.2 SECTIONS ASPEN, CO 81611 ACCO~NG TO TIE INTENTIONS OF 11Â·ESE DOCUMENTS MECHANICAL, PLUMBING ANDELECTAICALDRAINGS EARTHWORK IT S RE RESPONSIWY CE DE AACITIC[ To GARAGE 456 SQ FT. . A5.1 WALL SECTIONS , FAX (970) 920-2951 [) S i URBED Mmwn 25 11 PHONE (970) 925-2391 PR[MDE DETAILS ANQER DRECIDNS REGAAMNG M CNRACTOR WILL,~SUME HESPONSIBPFOR 250 EXEMPT NEXT 250 COUNTS 1/2 -250 SQ. FT. 1 : A5.2 WALL SECTIONS i DES. NTENT WHEFE 1~ IS ALTERED BY THE E)OSTIG [-EMS FO~ING COORDINATION AND RESOLUTION ANCISTURBED A5.3 WALL SECTIONS COLWINCH WHEFE NEGLECTED INTHE DOCUMENTS DURNG THE 8!D[]ING PROCESS 206 SQ, FT. - AB.1 DETAILS f MECHANICAL- RADER ENGINEERING E ANYMATERAISPROPOSEDFORSUBSmmoNOF N VERIFY ALL SPACE 0,Â¢ENSIONS AS SHOWN W. ~ ST*:E(QRAVEL ~*37,9~ A6.2 DETAILS SYSTEMS 40690 HIGHWAY 6 SUITE El PO,d,-U G AVON, CO 81611 THOSE ACIED OR CALLED OLT BY TA,â€¢DE NAME Â£058NGJ0BC0NDI0NS 8EF0RESTNING UPPER LEVEL 0 * IN THESE DOCUI,ENTS SHALL 8E P~SEED TO RE mON m A6.7 STAIR DETAILS ; Alâ‚¬IliECTFORIEEW FEC0NmU0RSI~11 1% 3 AG.8 STAIR DETAILS ~Â· PHONE (970) 845-7910 Â« S~EMIT SAMPLES WHEN REOUIRED BYTHE ARCEECT, 0 WI/AL WORK IS,ISTALLED OR EINNG INFES MASTER WING 947 SQ. FT. A6.9 STAR DETAILS FAX (970) 845-XXXX ANDALL ED SURESSHALL BE Feig ED BY ARE DISTURBED REFINISH SUCH AREAS TO MATCH TIE ARCI~ECT @EFORE THE WORK IS PERFORIED BOSTING ADU BEDROOM WING 643 SQ. FT. A7.1 INTERIOR ELEVATIONS M NSULATION WN< WST COIDIÂ¥ TOTI REVIEWED SAMPLES BATT BLANKET % A/.2 INTERIOR ELEVATIONS ANY WORK WHICH DOES NOT CONFOAU S~]AL]- 8E F CHECKANDVE,FYCON-ACTDOaNENTS, FED SURVEYOR RIVER CITY SURVEYS L.L.C , -DOSE Fill ~ A7.3 INTERIOR ELEVATIONS RIANED AND REPLACED Â¥It WORK WIâ‚¬11 CON'TIONS FOR POCURACy CONFIRMING THAT AU LOWER LEVEL 818 COLORADO AVE. #105 CONFORMSATIECONNACTORSE[PENSE SUB -S BLADILE AS &1019 BEFORE PIÂ©CEDING GLENWOOD SPRINGS, CO 81601 CNRi'CEOR StÂ·0LL SUBNT REQUESIAND Wmi CONSTRUCTON IFTHEAE ARE ANY QUES[IONS MEDIA / LAUDRY) MECHANICAL 982 SQ. FT, A7.5 INTERIOR ELEVATIONS A7.4 INTERIOR ELEVATIONS SAA~LES FOR AE'91}liCUGH DE GENERAL REG#IDNG DESE 08 OTHI CDOR~NATION PHONE (970) 945-6019 CO~t~)R WIÂ·EN W[)*IS LET DROUGH }1&1 OR OUESTUE T}â‚¬ CONTRAGOR E RESPONS18[E FOR 5% OF LIGHT WELL EXPOSED 933 SQ. FT. i 4 A7.6 INTERIOR ELEVATIONS FAX (970) 945-6022 ~EA PIEQUFe aF,CAENS #C SU81,11T-ALS 067*ING a,â€¢AFICATION 9881 R E A ACHICT TO BE MADE IN ADEOMI TME AS NOT TO DELAY BEFORE PROCEDI CH Â¥OAK OR RELATED 49 SQ. FT. 1 8 E.1 MAIN LEVEL ELECTRICAL 7 Al.7 INTERIOR ELEVATIONS WO* N PFIDGESS WOPU( I OUEION F ALL REQUESE FOR IONS OF FEMS Q EACHMISCELLANEOUMB,10FC~NG.PATCHNIG TOTAL FAR SQ. FT. 5402 SQ. FT. ~ FINISH MATERIALS. E2.2 MAIN LEVEL ELECTRICAL &81'fEER HP GEOTECH SPECnED SHALL X51181/TIED1N MFING OR FlmNG IS UT,ECESS,VlY lUMOUALLLY f ACOUSTIC Ttl E 'I~~l|~~l~~l~lililili~ E2.3 LEVEL 2 ELECTRICAL 5020 CR 154 E DE NIC~TECT AL WILL I CON@DEFIDICY DESCRIBEDHERON. NOSPECACCESCRIPTIONOF Â§ E2.4 LOWER LEVEL ELECTRICAL GLENNWOOD SPRINGS, CO 81601 IF 8ETER SEFNICE FACUTATES VOIE A[NANÂ· anG, PATCHING OR PITING FOVE 10 :' GLASS A10.1 INT. FINISHES / APPLIANCE SCHEDULE PHONE (970) 945-7988 T~GEOUS CEL!â‚¬RY DATE OR A LESSER PFUCE Â¥,m! PROPERLY ACCOMODATE ME SCOPE OF Â¥,URK ORE[I TO THE CLER WILL BE PFODED .1/IT SIWLEÂ£,ET}ECON'PWCTORFEK*(THE -f m A WINDOW SCHEDULE SACRF1CING0U.LF(.APPEARANCEANDIR feoNSIBILnYTOPERFOFNSUCHWORKAS ~ ~ A10.3 WINDOW SCHEDULE Fl INCTION UNDER NOCIC~STANCE MLT}Â·E FEQL~ED { A10.4 DOOR SCHEDULE ARCafECT BEREQURED TO PAa,E THKTA PRODUCT Q EPCUD FOR lESWL.mON S OR IS NOT OF EQUAL R ANY QLESTOIS IGâ€¢ADING DE WENT OF THE ABBREVIATIONS ~ E QUITYTO THE PRODUCT SPECIFED CRAMNGS OR SPEC~CAIONSAAE TO BE CURAED ~ CAULK and SEALANTS. " ENERGY EFFICIENCY IN MIND, LLC PRODUCTSPECFIED MTHTHEARCIÂ·*rECTIEFOREOIERINGMATE,ALS ""7 0/~*Â«cce>e>- - ~~ ~-.'- OR PROCEDING VCH TIE WO~(IN QUESTION OR ABV, above SEALINT ANALYSIS P.O. BOX 563 EA.FA each face % W'SACKER ROD rEA,7 CARBONDALE, CO 81623 tlf'A manhole Et 3%@P AFF above inished noor E east manufacture (er) G All~~~~~~~~-DP/E~~~~~S~ S ~SREIFUNLESSCALLEDOWAS AP =r E W C ei~ric~cooler seating A~FL access Iloor E.P. electrical parleboard ~17. mason,v opening EN JOINT FILLER 211*J access ELEC MRB marble SNT sealant . PHONE (970) 27*6336 4 UNE IN ACCORD,NCE mit BEST PRACTICES OF THE masonry THE PAmIC~AR nEM ACOUS EL elevat~on materiaf Â£/#le ~~T~~ 7 85- ~ng elevator maximum acoustical [ile mechanical sheet glass #8.Pl. =Cuete, CVL endose (url) medkcire cabinet ~EBOR medium similar :2 1 ADH adhesrÂ·e ~QU' @tment master bedroom ELST. 2~&8 BEm. 5Iat s.c solid core %~. SETTING BEDS: escalator MEMB membrane 23 ==,Ing .. EXIST. existrq sound Iransmission Â¢ SAND/MORTAPJ 7.-.7. VÂ·.-Â·74 i ARCHITECTURAL SYMBOLS #UM aluminum EXT. elenor meter S south : 0 â€ž Mb. coeff/Int R PLASTER sound proof (ing) alternate EXP. expanston anchor. ancorage Wmimmeter :2 spacer $ . anodizedI faceof mil*ork m ~ R. mirror fiberboard minimum :1(Â· S~ation (s) areadrain hAPÂ· Aberglass square Â¤ CÂ© asbestos FlN,FLR. m=~ a m,scellaneous ir- Nze: steel - h modular fri. asphalt tile sto(age FBRK lebnek ~Low asphait fire alam :: 42~17'ng :t;~>n g a _ I ,-0- f A 1 "UMNG.0 4 METAL. DESKINA'.1 AUTO am atic F ~.S fire hose caD,net MULL mullion STRUCT strudure / st.cturl 9 A..UN{iNUM fire extinguisher mounted SEÂ· move (ab#) ER storm drain Â«0517 le extinguisher cabinet V . ~ 0 fireplace SCT ~3~ - .- I -~ ET. *le 5 natural SUSP. st*~ay tile STEEL- ~ R~ fire-retardant NAV nonina/ 00#05 < =ng ~ ~' LARGE SCALE no*e reduction symmetrical BCH M< bench mal noise Teduction coell , Sit-El - liNG ==r - A $ 3 NONMET nonmetallic i, =rig tioor drain *1. ack board ( SMAL.L SE:ALE =c. Li ,=t f N north block !loor clean out notincontract ack strip N Tl not to scale elephone ~ ~ both sides Pcl- noor plate elevislon Iluorescent BC obscure K W :~ays MIND f/indallon :t:~ opaque IN; 2'gLm&.1 4 -e _ noor joint on center 12 eiang 461 EL NEW Olq ..IREDPOI. ~L aRDIG SECRON O W.JST open wet pst T PTN ollet partÂ®or, p WOOD. I brick opening FR~IR UN'li ' T ELEVATONS . REFERENCEDFAWING..48. argG build/ Mir furnished by others OPP opposite f:-DISP oilet paper dispenser s E Z 5 bronze B.BD bumelin bd FUT := (Ing) opposite su,face ~~M,d groove built up rooling OPP H opposite hand clerance ~tfc. op of dumn ' 1 FINISH | outside diameter w r==--A. ~MT ~rl! af. 2.d T O CONC 65 &; fs,<Â©le -- COGÂ·CONTINUOUS - - # OH 0/3,head TOF. C. ROUGH FRAMING./ -* go C.1.P cast,n place generalcontractor ~~ likis ransom i &2*jous BUS,% 5 82 *Med caststone op ..st I Â·~ NEW CONKâ„¢S 7 catch basin GL BLK 3 Zs block LO caulk (ing) GL CMU glazed conc masonry unrt R.,sp 35*U dipenser 10 r ..AT~NNOTFOONHIG/Sn /2 AECEFENCE [)60:MNG N~aER ~G ceiling GLST , Pl Y*(3(Â» E.~i~ 4 IB grW~j'ructura[ tile 4. j 3 ~~ HT ceiling height Uniform Building Code PIT REC EEr~el raceplacle LAAGE SCALE1/#3~~/I.#. cement PAR Me ur~dercut ceolimet. gypsum wall board UNFIN unfirlished i TEMPERED ~ % VICINITY MAP: PARCEL#014311030 _i. TEST 2 -3 1 --- NUM8FR ceramic ~58 gyprore~e TB fr BcaNG particle board UR urinal ~ ceramic tile ~~L gypsum plaster Db ME ceramic mosaic tile gypsum tile partillon ~ IÂ·{ARCBOAR, L._ .._ g M m= chalk board , i v-joint 5# vapor banier n / 1330Â©rn MAPQUEÂ·51Â¢44- ty chmfer (ed) HD Bl hardboard PERIM per...r R MIR Varies e 0| Ull;ge' 1000Â·ft 2Â· Ell?Â° chromium So == plaster veneer ..6-4,21Â¤uluE _ i* g:'closet HO.JT. head JOInt FL plate VIE ver~cal .Ver O JI:KI. I '. , ~C ~ventilalion/ I 9:4 2 Rev. SCHEMATIC +1-05 ('F W - ,Â·% nNE .c' r r FOOM clear(ance) plas. laminate VERM vermâ€¢culite column Pif pounds per lineal foot ~I~ vertical grain er.44.04 Rev. 2-SCHEMATIC 5-12 05 88:#fr combination ~.GL. gN glass VIN B ~~~ base PLASTER/BACKING BOARDS 4,3/0,9,14 40. compartmen' Hyr D heavy duty air conditioning 41 fabric SAND and CEMENT 6293*111'1*30 F V,16 P.V C ~;~~~;1~2%*01.~rete INT v,nly'lile GROUT ./M- L LAT ". G-7.-3.---6-6-Â·Â·. 9. .â€¢SION Eftpla- concrete HT W#58%8 pounds per lineal foot wscT ninscot ..1...t..... 2 Drecast con.ele REFEPENCE CONST ERN::!&17~nry unit ~E~ ~'bl FY pounds per square foot WTW wall to wall GYPSUM CONTIN. continuous [1 8 hollow core ~Â©Â©~~~quare inch ~ ~ 411 hung WALL BONRD ~ '14~Â·~' Â·'Â·1 6% ~T'R. contract/contractor hollow metal Â·''V" water closet G.Ng M.ad D-Â·~-2.>ST \/' BEHREMCE PREFN prelinished W PRFG wateproofing ~ke,lf contract Timit line HDRIZ. =ortal P S CONC prestressed concrete WREP water repellent control /Mt HR t 1 VIC}f: AN 60,\Pr) 54Â¥444Â·1'4= E =A- ~.~ I heavy d~ty P L pfoperty line W S waterstop p bolwater healer WWF welded wire labric (los St Srrulggle' e corr.gated OT quarry tile W west counter JNCIN incineialor W. width/wide U . 54 C FL INCL Incjlude (Ing) ABBT rabbet counter !}ashing RAD radius wire glass 2 W Gillesgfe St & 5 DAGEAND JOILNE i (41 NFNruLFES - 10(*1Â·Le. S:N MÂ·SK. countersunk J.D. inside diameter ~S window course INSUL- insulate (ing) EX[EA:OREEÂ·#JI()Â« PRQFCm'UVS Eu.% RK. jlk Noah Elf Construction relefer,careter to wire mesh cubic tool ]NT interior reflect (ed) (r,e) (00 2 1* &/ cubicyard INTERM intermediate retrigerator ~ 1 STONE - Â· 'Nly invert ~EG register g PF woodbase . -L---t:g=d Issuedate: CALH *DE,aBLE DJ-_NE FCAPRUPER. UNES -- - -- '-1. DPR. dar/Ter REINF reinlorce (ed work ng point ~t ~ STONE v~NEER El.LtÂ«-L.,1 W H :DLÂ¥ 4 , V , r bOUP,D~EÂ·UNES [ypt damoproonng J CL_ ~aritor closet Drawlng Tit~ reinforcedconcrete pipe 11!01 dead load JT. Pint CAll remove 2!r , ''%. ,-, L.~ demolish 1 * 'I~:. tlt?Â· resilient %7"//1~~ //.Il_ 2 3 MARBLE de/ress (ed) RA return air SYMBOLS USED AS ABBREVIATIONS: -ORIANUF 10'st return Â© INDEX ----- D~G detail - -........ gi:ACI K PL kick plate rev0~G (8Kle) angle 4 2 - :.* - I ~PR dispenser K 0. knock out R H n:N ocy â€ž1 9 KIT letchen rNsion/re/se 34 0 - %6 centerline W Haflam St 5,[.NK _NE f(; $!Aâ‚¬Al<(.1~ A Aser d penny v v :J... (74: i HAW*4(~~ 2% d:210. R.0 W. C channel â‚¬' I fl Sheet# \/64./. RVT Avet perpendit/]ar ~~le hung ID fool drain Plafe F 5% M:) fool halch M *le h FLOOR COVERING. 4; g round 4 1 9 . 1 1%4 < ~ 14 4-44 9 2 Ment St dovispout @9,4 BD drain board ming Â£ a. b drajn tile LGTH length room ~M~ rough opening % mnmE .~ 1 /1 hDRAWING TITLE ~WIU D~ drinking lount/n LTPF lightprool RB.T. rubber tile AO.1 e 0 06 drawing L C, light control rubMer base Â» 1.39 j Â£ Hob",s App 5 LA02 1 SCALE ow dishwasher LT WT light well RB ST rubble stone CARPE LN*â„¢1 4414 2 7 0( flyntan Ave. Â¢ W 'imestorle A. lowpoint L L. Ace'load CP: 2005 P,laDQueÂ£.t coni, tne Â©2005 NAVT[Â© Cosniac Residence 575 Sneaky Lane Aspen, Colorado 81611 LT CONC'ghtweigl? concrele 30N30ISEIhl OVINSOO 00Â¥80100 'N3dSV 3NV-1 Â»1Â¥3NS 929 03,/3.3/ SIHDIÂ¥ -71Â¥ 13.3/11,Â·faniA<,00/Nill'JNI 'Sll// 0.,i,/3.3/ I.H.10 TIV INV A.olruÂ¥16.Â¥1,40,(IMOOTâ„¢N,viay..S ..sloal,HOEN' 0,/rus ..sloallwoy, 90,O1ru,SONOIss,IN,Â¥3/ N. Ull'loll. 3Hlinoh[LI.03!dooll 03sn 38 AvI'll NollÂ¥,0,2,03Ni s,Hl do .LM,d ON o d sio31!HokrÂ¢ a olonis do) Augdosd gwi s, iN3,(0000 s Hi No 03 Jivlr 00 1,431, i Ne, ;30 ( Nv NC IrmeodN, I od 91031,40â„¢Â¥ a claris g66' O Pe S,xoppal Cade Creek Dr Fq.8104 F 0, 1 - LEGEND - ~ -Popographic lite Sufve' -1/4 . . Â® S-r -holo . / 0 . 0 Plcn, P,de,W , E.C W- @ [*0,1 \4 1 - M Wat. v... . GIl M...r , Â» ~4/ho,t Lot 1, Tagert Subdivision 4 .me.ki 0 V./1 -hok , ..1 . City--ef Aspen, Pitkin County, Colorado 021= ~GHTS-OF-VA= BULDNG SETBACKS OR OTIEN RESTIEâ„¢ONS cfr 1) 11â‚¬ PROPERTY 9101,1 10â‚¬011 IS SUB.ECT TO ALL EADUCTS. la[CORD, INal,OING SUCH nEWS USTED ON 11â‚¬ ICCE)ED PLAT CF TI:ERT SU801'.15101, AS GCH ITEMS WAY AFFECT THS PR0PER1Y. / 18448 Â»---------------------- (331 YEARS AFIER *11 DISCO.EN SUCH DEFET. I NO EVENT MAY NCr / 61-1*&%*EM=gjMV= AÂ¢110,4 BASED (PON AMY DEFECT 11 11*S CERTTIIATE BE COUENCED MOIE THAN TEM (10) lEARS FROU DE DATE OF CIRTI)CATION SHO- 47 10/014+ Oa 78*20 3) RIVER CITY SURVEYS Â¥11 NOT BE 8EEPONSELE FER ANY CHANCES liADE TO THIS DOCUMENT AFTER IT LEAVES OUR POSSESSION. ANY COPY, '11/MY CAGe,AL Se,ED, SEALED AlÂ«) DATED Doal,ENT TO InIFE THE FACSÂ»,LE, ET[l, Cr TIS DOCIAâ‚¬NT MUST BE COWPARED 10 ME 4, > -1 gÂ·:.1)/L . / AcLTRAGY OF ME NOINATION SH- ON ANY SUCH COPY, AlÂ® B Â· 1(SURE THAT No SUCH OWKIES HAVE BEEN MADE 4) ELEVATIONS SHOIN IEREON A.FE EE.ATIC TO AN ASS,ED ELEVATION OF 7848.7 AT A REBAR NE} CAP, Fts 1 9018 FOUIC NEAR 'HE 622 NORT}EASIRLY PROPERTY COAER OF LOT 1. 5) CONIDLR KIERVAL - 1 FOOT. : ~4.- 1 78,22 0)ANY SUBSLRFACI UTUINES NOT SHO- HEREOIL VE]E NOT WAI,(ED BY 1 * -t~~Ix 413 , -.- 1 - AÂ»RCPWAE UTUTY 00-~AIEE AT ME 11Â£ OF neS SJRVEY. 9Access) ./ I 6 IE}rUCOMIRACER balST COMâ„¢CT SPECAC UTUTY coiPNES TO Â·Â· *117 90â„¢ 11Â£ LOCATION AND DE,71 OF REFEclr,E Umme ADDITIONAL SUAE,IN IDâ€¢< MAY 1Â£ REQUIRED TO 910â€¢ Nfr SUCH suBSLRFACE tlmfrf LOCATIONS ON TIE DRA-G. 2Â·.ER CITY SURNEYS / I ~ '~ ' . 1 UU NOT BE REEP</6/"LE FOR PROE:nON OF S/ESURFA(E UnmEE NOT 1,-ED ON TIE GRORM) AT ME TUE OF TINS SlinEY. - i , . "C.3 j . I f 278 Â· "W 69.0 7) DIE To SNOW CO'ER 0,1 PORENS OF TIES PROPENTY AT TIE TIL or DES VARK. IT IS POSSBLE THAT SOIE GROtÂ»{) LEVEL FEATUREE WAY - 44 . NOT BE 910-. OR TE LOCATKNS 910- IE]2Â®011 WAY BE APPROHIIAE 4*< 74; ' Â· 4126-1/1~1'- ,,= 7844: ::1. 1 -1 *04$ O.E. ED,E OF DIAES WALKa WATER VALMS. ETC). Â·. 1 r -, (4 1 ~angÂ£n...CCIUficate 4 'VAV N i 1 ./ t-.- : - p:-' W.I.L+ 1 N-... V///// f /,94390/3/ ~Â· ---.cÂ·i:=.:-:...::.:.r '.'Â·.Â·': I.-'2Â·Â·--.~I.-7.b.:t:-,1./.-1. 1.- 1.0.0 /X 7848.9/ LOT 4 // -/2 -*AvE--- Â·IEJA*:Â·:41 ..:i :11:-12-14:- 1.-d ..u: :=B-Â·t: Â·i Â·. 5J-Â· i~3/4:. Â·Â· .: ~~-Â· ~j:. 7 +1.200~ -43~000 - ' . f -- - - ' BO/l.DAB O 3030 4 Pa'24 4478 I i . 9 2 *iiI 4 31,800%62 LOT , GRAOE 7 -~ w. Pr. AREA â€ž, Â· / 4 - 0.78,7 r A.,pâ€¢n 7 ..... 1 / 1 . â€¢7847.8 ./. 4% 1~,7.3- - * 977#05- I --W ./ 4, 1 07/My : 4 co ' >aÂ©. 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DESIGN DEVELOPEMENY 825/5 ilittlillilitillitillitilil[51111111111111:1111}1111111111111111111111111111111}11111111 -* *.3.14 11111111{1111111111{11111111 8111[111111111~111[1111111111111111111111111111111111111222(111111 ff .=7 Z11111111111111111111111111111t11t1111111t1t11t1tf1t1i1111ti11Zt111111111t111t1t11t112111111111112 Construction issuedateÂ· . 1111111 1 1 1 1111 1212 12111 1111111 \ 1 1111.13 12 '-~ 1' - --- 7 -ee,Â« %*il ?a::11 li~)*1~1~111111111111111111111111111111111 # .,4111111111111111111111') Drawing Tjlkâ€¢: '11111111111111111111111111111 1 A,0 , FOOTPRINT/ Sheet#: j1tt11112I1I111111t1111"+ ~j14111111111111 , GRADING '111111111i 111111111111,?':*:# /1 3 FOOTPRINT / GRADING *.1.11111 )111 A2.0~ 0100'N3dSV n colorado 1611 leiÂ·wdy@qrprils ile Z~ 8Â£ 016 0261 6,7 -1 t'B 2- N NOTES: . ALL WALLS TO BE 2X6 CONSTRUCTION U.N.O. 2. REFERENCE SHEETS A3.1-A3.4 FOR WINDOW R.O. AND HEAD HEIGHTS - 3. GRIDLINES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. SITE ELEVATION 7548 =ARCHITECTURAL 99'-70 5, PROVIDE 2X# FRAMING @ ALL EXTERIOR PLUMBING WALLS 6. FIRE SPRINKLERS REQUIRED THROUGHOUT 7, VENT ALL BATHROOMS, POWDER ROOMS AND LAUNDRY ROOM TO OUTSIDE 8. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE AND IN ALL MECHANICAL ROOMS 9. INSTALL SMOKE DETECTORS IN All BEDROOMS AND ONE jN HAU ADJACENT TO EACH BEDROOM 10. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY 11. PROVIDE GUTTER AND DOWNSPOUTS AT ALL ROOFS .-5 0.-- . 2/42 j 'r%--1. i T.O. SLAB 9 ELEV. 95 1 â€¢R@2 L-CRAWL- SPACE- h Â·1 1 n &1/ tw * T.Q. SLAB _ ELIN.934 - 1~1 - 18* 1194Â· 04 Â« 1 1=1 204 -- 0 . 4NADRâ‚¬ 1 - 18/5 1 .14 r= ' 1 i l...CRAASPACE-~ T C. 2./. 1 1- ~ lilli REQUIREhEITS 1 9-01, 11 7411 .NEEDED - VIT* i NECHANI'Ab---1 4 --- 1 1 BATH I- 1 } WALK-IN HUMIDOR I .STING'REPLACE ...........................----1 M -1 4 tÂ¥ 12[- __3 Â° Â·- o E ~ica A A 1 r -r---- . CLÂ»aTE CONTRCIED = VENTS NEEDED ' - --2 - Rev, SCHEMAnC DESIGN 4-1Â·05 Rev 2-SCHEMATIC DESIGN 7-12-05 Rev STREAM MARGIN REVIEW 6-/05 Rev. DESIGN DEVELOPEMENT 8-25-05 Â® + + Conu- issue dal Drawing Tle: BASEMENT LEVEL PLAN - Sheet# 7 1 3 FOOTPRINT / GRADING A2.1 ~~ SCALE: 3/lr= 1 .,1-0// BON~Crtur A>IV 8 OVINSOO 12-,g. % 444 0*SE :0 /,9/ opejoill 6.' . 10.@loipnis ile Z~ BZ 6 < h :ee .; 009 Z~' 61. : 41'92/199 | 1.ALL WALLS TO BE 2X6 CONSTRUCTION U.N.0. PLAN NOTES: 1 2. REFERENCE SHEETS A3.1-A3.4 FOR WINDOW R.O. AND HEAD HEIGHTS 3. GRIDUNES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. SITE ELEVATION 7848 = ARCHITECTURAL 997 \ 5. PROVIDE 2X4 FRAMING @ ALL EXTERIOR PLUMBING WALLS 83 \ 6. FIRE SPRINKLERS REQUIRED THROUGHOUT f \ 7. VENT ALL BATHROOMS, POWDER ROOMS AND LAUNDRY ROOM TO OUTSIDE 8. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE . AND IN ALL MECHANICAL ROOMS ,1 --Â·12,26Â» \ 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONE IN HALL ADJACENT TO ' ' \ EACH BEDROOM Â«/ \ 10. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS \ MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY gfi) Â·Â· ~ 11. PROVIDE GUTTER AND DOWNSPOUTS AT ALL ROOFS % X- 14- Â·<(4 4% (4 _ (~ i. r- / ..\h .- -J / -h. ls, 7 3. -----4 - 11 -%---~2% 1 --t . r.. , C *j<< ...I. _T:97.. .............~.... ........ - O 1 1 43.5 ' ' / ---) Â· - -- - LU o k ..... 0 50 1-\. / 1--- - ---- --' e \ A, ~1 ~/ / p.-eL- J y N ; .., ' 11 3 l --- 1 & .- T.O. B t.81 . 47.4 Adj i , EL . 95'-0. *tter 4.7 J. BATH 2 41 i I -'-7 ~ 1 9 ---- -/ / 414- i /.4*' 2 LU CIO T---NG, GW V i E, 49% r %- - 13 * 45'-llt / i KIP\ : . . 10'-6. .- .. Â» 20'4 Â£534' 19 1 /4 ~ h- N-- P. Cv. 1.---2-=a. F-'~,~ R R A4.1 - /9/ , ut U --, -- ... i/' ' 41 0 11~ i ~....~ r. r.e lnt 1 1 0 - 02 11/J , 1/ b. .1 4--1/ 1 1 1 1 11 1 9 1 I 1 111 I . 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STREAM MARGIN REVIEW 85Â·05 Rev.DESIGN DEVELOPEMENT 8-25-05 2 \2zr Construction issue date: Drawing m 264# 4 714" MAIN LEVEL 14-10' . 19-1' f , PLAN Sheet# 88'-7 0 1 4 8 4 * 4 A2.2 t 1 3 MAIN LEVEL PLAN ~~ SCALE : 3/16 = 1 1/ 321 OVINSOO 100'Nad PLAN NOTES: 1. ALL WALLS TO BE 2X6 CONSTRUCTION U.N.O. 2. REFERENCE SHEETS A3.1-,UA FOR WINDOW RO. AND HEAD HEIGHTS 3. GRIDUNES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. SITE ELEVATION 7848 = ARCHITECTURAL 99'-7Â· 5. PROVIDE 2X4 FRAMING @ ALL EXTERIOR PLUMBING WALLS 6. FIRE SPRINKLERS REQUIRED THROUGHOUT 7. VENT AU BATHROOMS, POWDER ROOMS AND lAUNDRY ROOM TO OUTS}DE 8. PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STNEINSIDE OF GARAGE - AND IN ALL MECHANICAL ROOMS 1622 8 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONANNAUL ADJACENT TO ' ~ EACH BEDROOM 0,- MUST BE ~7~01|1* TO THE ATTENTION OF THE ARCHITEd[ IMMEDIATELY 4 4% 4 * :i / r--2 /f . 9 / GA ; LU 4/ z 9 , -Zzlk--11-94- 4/ ~ 281. --- 4 i m UI}LITUOX - ' 74 7-N--7- ---0-- --231Â£26 1%- 1 --- - 70'-W .~. , 7-7 4-6 f --Â»r / Â£ i f .4, // 0/ ff) f /-1 'GS 1 BENCH 11 Al 7 '' 21' f - 4 06 T.O. SÂ£*B --JU $ "Cti-- ---' f 7 /ELE\Â¢99-toÂ· 3F/*22<Â·--Â·-p---M r I C t j X*>'A7.4 . 3,1 a O J -- h---Â·23 11 i 1 1 _ '~ JiA ,# 6 -: i i T.O. SLAB , 0Â£ 1 1 = , m r.---- 1 ENTRY \ Cy 1 4 - ' - 13Â»/-T,<Ty-L.==b> k â€¢A -1 - - 7 9 ELEV. 100'-O" [EZ] 1/ r 4 77' CCÂ·VERED ENTRY .64Â» 722= 52-1--- 847*- -2J 3 in N m id) 4 f i$3 .0 ----; 1--1 r 1==31 - IE , 4= f / ./ /44- miazil- 7\-54 431. /7 : '~ ,/ P. 109 A Il Ilfilln111111| PANTRY ~ REF. Del IM FRL OVN. EZL___1 O . 0 I CEZE W 5.'323):fir...~3-9-~-Â·Â·j.-:.~&~N-201-4 t.:T-:11 -31 L - 7----17.12931.- 4 11 7 . 1/- U-2.--Â·-/ D---J - ; 1 #l 12Â·:tcS: -6.-PFÂ·FF.-2.:'t< zB.Â·.i:y.FÂ·?E:Al K-191 |FIJA + -11 1 1 927 i :,1 : : f ~ 1 R r i lim l - - - .- - 1 ; U / - TERRAGE k GARDEN ~~~. . ~ ~ fft-- ~ -- UU C)13'jef . , , ~-I- W 1 1 ; 9..1 -lit -GA+Â· Â·Â·.Â·- ~~ --- 36 / , -J 91 1 \1.--.Tri ~ ~ 1 1 1 '. SLAB 11 11 - /2/17 ' Â·Â·-Â· Â·Â· -u=Â· .._: f ~ N--s" 3 h \111 A- ~~f]Litjt=-~ --- - 10. ANY DIZAKERNCIES BETWEEN STRUCTURAL AND ARCHFFECTURAL DRAWINGS 11. PROVIDE %~Ek AND DOWNSPOUTS AT ALL ROOFS / 1/ill --- - 1 , r ~,4,>r ' Ill 2 gj 914 11 - rl - f. A G ~R 1 1 1 .~~~29~ f / *2~'MUDROOM/WORKSHOP,~ 1 -1 . r <Oh 1 E-WI /: .. t=~U_ 1 --.. S A ..._L---11 9 Â· ~ 1 1 u 29 R " ~ ALA Â· 1. 45' - -/ 1 3 kil~_-]~f-- :4 30# ~ 4 4-1.1 j' -ibu LNi,E--1 101 levi SCHEMAnC DESIGN 4-1-05 FLOO , 24 f ELEV. 100'-0" - - -_.1913,_ -- - - -- L 23 ~ev. 2-SCHEMATIC DESIGN 7-12-05 ~ev. STREAM MARGIN REVIEW 8-5-05 4.' 2-9 2.-214 Â£3%}N El.._~4 / / hev+ JESIGN DEVELOPEMENT 8 2/05 1 L--I----- R l W-. ' j c-- issue date / -------.~Z/Z--.- Drawing T. W-$-I MAIN LEVEL PLAN 4 1 Sheal #: T-2f 23'-0- 20,-8. 28'-8. ~ /1 >MAINCEVELPLAN ~ A20 / SCALE: 1/16' = 1' z (~ M5 jl 03./3.3.....Thr -3,Â·U1H818.00 0,0On-ION, '.He,/ 3,N. nl ~31Â·Ul TY INV AW(llrUViSMÂ¥1 NOMO017, NIV[3/ TIVHS Â·0'd S103UH 084' 8 0,an.le '02910111,ar, g 01(]rue Â£ NOISS,lill~3d Nall,Wâ€ž ~0!~d 3Hi laOHIMA 03,dOO HO 03Sr, 38 AVW NO,IVI'n,09,41 9,Hl *0 1krld ON '0'd 91031IHOWÂ¥ 8 0ionis 30 .Uk,3dowd 3,il I iNg,incoo S HI N) 03 il'n, 001 431, I NS, 2,0 ( hiv NCILV,NIMI 3, '0'd gi:)31!HOWÂ¥t olonls 9661 0 30N3C]IS3hl OVINSOO OOVU0100'N) 1 - .4-4.-- t-~l~104 PLAN N 1. ALL WA O BE 2X6 CONSTRUCTION U.N.O. 2. REFERENCE SHEETS All-A3.4 FOR WINDOW R.O. AND HEAD HEIGHTS 3. GRIDLINES ARE TO OUTSIDE OF FRAMING OR CENTERLINE OF COLUMNS 4. SITE ELEVATION 7848 = ARCHITECTURAL 99'-r 5. PROVIDE 2X4 FRAMING @ ALL EXTERIOR PLUMBING WALLS 6. FIRE SPRINKLERS REQUIRED THROUGHOUT 7. VENT ALL BATHROOMS, POWDER ROOMS AND LAUNDRY ROOM TO OUTSIDE B PROVIDE 1 HOUR FIRE RATED CONSTRUCTION UNDER STAIRS, INSIDE OF GARAGE AND IN ALL MECHANICAL- ROOMS 9. INSTALL SMOKE DETECTORS IN ALL BEDROOMS AND ONE IN HALL ADJACENT TO EACH BEDROOM 10. ANY DISCREPANCIES BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY 3 11. PROVIDE GUTTER AND DOWNSPOUTS AT ALL ROOFS 87 1 0 f z u'< 1.Â· . 0 O 8E -..m ..... - /4 + \,1 / ~/A f- --- 0- ~4- -- I.2.-7 ib> I -- 9/ ----- ,-0 9' 2Â·- /0 MassETi -~-Â» / ---- %. - 9-/ 3,4.-CE.~.. /~ 4 9 X 4 C. r -\1Â¢44.-Â·~--l f V~ 3-J...iND )(7 ,. - ; ------ li r Â·Â·Â·4- .if l i >,g lyÂ©kÂ«4:4 -, -9 :/L-7{k=-//,2*w#6 1 lip / 2,0 i -,~ ir ~ -~i .. '' 3 ~' 3/ -4 / 4.-#.f-t -X 12, 1 ' 2 --bx #v *v& < 4 - -1- / M. Baa' : : I> 1 4 -\' 1- \..\.l \ Â« - ' / Â·./:1 ..\. e.â‚¬. / \1%) N- ,: ,\\2.-2.Â¥ 1 -: , w j t--4-%-'.9-lÂ«.p_--j l 2 .-7 4/ - 1 21 ./ 41 1 4 / 4// 1 / - f -3 1 Ilt .L -1 .%-U 4- . f Â·W i , 5.L_ T METAL ROOF ~ ..~ . i ' 0 g METâ€¢LIP' O '6 _ ./L ....._ ........ ---911. -75 el 4 - 71 \,ft) . . . 00 . 6224 --.- Rev. SCHEMATIC DESIGN 4-1-05 Rev. 2-SCHEMATIC DESIGN 7-12-05 Rev. STREAM MARGIN REVIEW MÂ·05 Rev. DESIGN DEVELOPEMENT 8-25-05 86 87 Construct,on iss~ dateÂ· Drawing I. LEVEL 2 PLAN Sheet # 8g /1 3 LEVEL 2 PLAN 23 ~-~ SCALE: 3/16'-1' A2.4~ 30NBOISEIM 0Â¥1 3NVI AMV3NS 00VW0100 'Na i L e N ci p e joâ€ž, o<INL 60 ,; . e.ut' i i i" st.,dos@qolpnl G lie G3 it) (2 Q 4> (f) -- -- 4 4 L f (bit ~ ~ ~ Â¥Â£-3 P-- L. i i --. --- Pl# N -- , k.7.-1 .. . --~' '. 1, /3..4-<... 1 ADU BORM. 0 .. . . .-1 -AQUEL <--~ 2 9 ./r-~-I ./ 1 i : A I 1 1 , 0 20,~ I Â· 1.-3 agEET -h\ - ....... . ---/-- 1 .' ~ , 3 : / \\-ft . Clgal .-4 21 2 1 e N %Â«/ ~7. =. SEE KI /Â· / 0 ?i -O- *b 1 . Â·Â·Â· -. Â·. ,/d . / Â·/' ABU M. BORM 6 2.4, 123 / ayEA . ~ ib?st=Aft : I 2\, i y.4 1 1' Â¥ ELEV. 1102 MET'RO]F 7 f , a / 4Â» 1 - - 1 75 4 - fliftÂ«000 Rev ~SCHEMATIC DESIGN 4-1-05 Rev ~2-SCHEMATIC DESIGN 7-12-05 Rev. ~TREAM MARGIN REVIEW 8505 R. ESIGN DEVELOPEMENT 8-25-05 A3.2 Con.1.1.lon issue dal 6 <%) LEVEL 2 Drawing TIleÂ· PLAN Sheet #: /1 h LEVEL 2 PLAN A2.5 ~ / SCALE: 3/16 = 1 . 1/0/ 30N3CIISEIM OVINSOO 00V1]0103'NldEV 3NVI A>IVENS SLS 03,â„¢393M Sl,ill' 11Â¥ ' 31,3â€¢Â·U -BfaUd<JOINIOnION "1HDI/0//393%,he.01. .NÂ¥ aolnivis /Â¥1/Or,~00 T,Â¥NrÂ¢13~17,HS '0'd 9.1031,HOHV 00,0rUS '0'd SlallÂ»Ok~BOI'.S ~0 NOISSI,lk,3d .311,W A k,Ct~d 3H1 lf~0141,&% 03WOO W a380 3,3 AVI'ii NOUVI',k~)3NI S,1,1 91Â¥'Â¥d CN 'C)'d BIO. OWÂ¥ e 0,0019 jO Alk,Ed{)kid 3~41 1 1Ni iMinC JO S HI N J .3.,Â¥lf 00 1431, I ND, 30 I N, N' 1',)â„¢03., 9)4~ '0'd Sloal,HO.V. 01â‚¬1.1. B851 O C )*83 82Â¥6 026 (04 555 north m (% 4*-- . k -/3 1 \24 (4 + * %0 ~ 1 1%5150 14 19 1(\ Â· 19 1~ Â· r , 7-4 \N - 7-7 47 1 '6 <Ii f I ..... 1 I . . 1 88 / // A < AE \ - 7870.166 , r - -- 7 ,â‚¬n\ 114 43+6=ad - 1. Â«tf U -- 97 9-14 - CONCRETE WAI - \ , , 1 ..- i 44 1 L A. R r F *I I. r / 8 -Arv / F <t \2\ 1 C=In I T.1-11 1- , 1 ~ 110 1 2 n \C>\ , 1 /2 , . 1 , \\ I / / --- -57 / - 7872.35 Â· - - -4 ENâ€¢ . Fjk l 1 --------* -lr---7- 141 l . 1 34-71 11'11 Rev. SCHEMATIC DESIGN 4-1 05 f#b Â»k 7862.933 Rey. 2-SCHEMATIC DESIGN 7-12-05 Rer, STREAM MARGIN REVIEW B/05 Rev. DESIGN DEVELOPENENT .25.5 26~ 14'-10' 19'-I 77-r 7-4 28'.r : 11 MT_ 1 Drawing â„¢e: * ROOF LEVEL 86 4 %) 4 + PLAN Sheet #: /1 3 ROOF LEVEL PLAN â‚¬3 SCALE : 3/16' = 1 .1 1 . A2.6~ 30N30IS3h1 OVINSOO 0aVE!0100 'NadSV 3NVI A>IVENS SLS Ng/gopejoioo wed/g 'lee# s li }euÂ·si.,dosÂ©qoÂ¢pnls %28 ZZgL OZS (0Â£6) X I J 82Â¥6 . 1.Jb. Gl ~ G3 . 0 I. * M3 1 0 ... 7851.00 5+7851.oc 17 11 T-fr ,/... ._ i 14'-10 Â·qÂ·-Â·Â· Â· - Â· Â· r Â· r.:4Â· '- ~ .- - k Ul - -j i - , 74 Â¥ I li , I ---b K -31 j - - LUL /3 --/ 3 -16 7 f ~1 - - - " n ' /t ' CONCRETE WALL-- \ * GB j 1 / 0 1 . 1 /// D . / R I 1 . . -'lium F E X -1 CONCRE'..WALL---A- POSSUE **mV \ 37 / . -N -11-1111:. - 1 11 - /-21,1- 7 . 1 If 11 1 1 0 1/.GRA~ME ROOF 9 P ' b k 1 4, 1.-:Â·~ 7-1 -- ' ' 1 .- 50. . - -. I. 'i i 0 125 1 00 C. . 0. 10 --7 1 -lili 1-1-77 f / / Rev. SCHEMATIC DESIGN 4-105 Rev. 2-SCHEMATIC DESIGN 7-12-05 Ge Rev. STREAM MARGIN REVIEW 8-6,05 Rev. DESIGN DEVELOPEMENT 825-05 14'-1/ 1/1- 20'Â·4â€¢ 78'/ ---Â«<.-pt f------- --A ~ ......= ./ issuedate: Drawing Til}a: @ ** @ Â© * ROOF LEVEL PLAN 1 Sheet / Â£ 1 h ROOF LEVEL PLAN â‚¬3 ~-~ SCALE: 3/16â€¢ = 1 .\ 1 A2.7 30N30IS361 OVINSOO 00VI0100'NadSÂ¥ 3NV-11>1VBNS GLG 8,Â£ 6 Â· (0 Â£6) x ~1'~1~4'~ 6 0 0 10/ uedge '1 4 /uÂ·s/dosÂ© a (B E * 8 I n - 1 . L.-,b=__-4 ~~.~~~~~~~..~'~ -~ ~~Lf.-.--- ~--=-,-~~~15 ;~: Â· ~1 '- '4:I-, 2~,1-, I. -. ..i-iÂ£ -~ - ~~~~~-~ -. ,0 ELEV.,to- . ATI PLATE TO PLATE 0 1 â€¢raÂ£v,i- ..; 4 1 I GTE-'ERE 21~.I..f- ~--i~Â·iÂ·~i~~i~-~j~Â·~Â·i-:.i M :.'..~.6..i '1 , FI. / 4:- ..:-.-'-- 7-1. 4:1 .. , TO SLAB ---1-- 1__. . i ELEV 1.. 1-31--1-- 11 I | 1 --7-ft 1- 1. - .Allo.-. - :71.... 11 677~02227777~- â€ž-i ... M . ; To GROE UGHT. 11 Y .EV M 1 .--3--------d 1 I ATI SLABÂ·8ASEIÂ¢ENr ' EUFV 90~ ~--8/TTOM OF FOOT~Gl- ~HOTTOM OF FOOTING 7 1 h EAST-ELEVATION 3/160=1'-4 ARCHITECn.RALCONCRETE Li WOODPAPEUNGSYSTB,1 LEI ZINC ROOANG 3 0 CORTENSTEEL El ALUNINUUÂ¥'.1,DC]m LEI Sill,Glfr 0 6 CORTENDOORS Il 1- GLASS SYSTEM 8 0 0- I :sa 49 a . =. 2 0 1 Il . ATO PLA. SLOPED -0 E E .41 , $ TO PLATE 1\ T ELE'. 1/ 7 ... T ELEV 122'-7 :e 1 c. | 0, -, 1 1 - - E 1 \ ;0 4 1 1.~ 0 6 T.O.COCRETE-U I T ... 1.. ' ~ 4* t= 41- I 1.i - 10 7,31 1. I r Â· L i h , i TO PLY.Â·MASTER gev, SCHEMAnC 4-1-05 A 10 1 -Al-Â·SLOÂ·'LD 7 . ....+ .. .1 -1 .. ..I--1.. 111 Y P.Â·Â·Â·Â·Â·e I. 1 i - T ELE' 111'â‚¬ lev. 2-SCHEMATIC 7-12-05 r. 8'.1/ T. ' 1, T.0 PLATEÂ£EAM T ELE. IDâ‚¬ 1 0 + M 'A - I 17 . Â· ..;"rn - .2>' L 111 1!g911 a 11. 11. Â·~&- Â· .0'. =57 . - .. j ... I. : 1,0 - .1 . â„¢./i:. 1 4 1-0 S.APÂ·- .% - ---------------.- ---- -:1. 7.11-2 1-:--wk#1Â·Â·Â·222'Â·"2Â£2Â·,)Â·~~ jÂ·Â·1Â·~Â·1,' IL,,[|7;", imi ,Â·| -i :T-r E~Ev ioote - . * TO. SLAB-NAIN . Cons.dion SUSnNG G..a -- -7 -Ii---- 7.9- 1--I-- 7- - eE===1- - - - issue 61*Â· Drawing Titk,: E~STNG R.'ll--. 6 TO FOOTING -- T ELEV E. ELEVATIONS Sheet#Â· Â£2 h SOUTH-ELEVATION /2 3 NORTH-ELEVATION A3.1 3/16'=147 \S/ 3/16-=1'4 8 El[3[El 33N3C]ISE]k=1 OVINSOO 00Â¥80100 'N3dSV 3 NV-1 A>{VaNS GLS co]orado 81611 ZIBL 26 (0 ) x J 82" == 22= i.,42 t'At .. 6 E 8 * E * . 77 -Il- \ - -- - - .-il\V=A :==2 UG Vâ€ž,W, k ..,W~. 6 T.0 SLAB T El EV 113Â·11Â· AL <2> |~ h h '"1.1 | | 5 To. BEAN IT ELEV 111Â·. rm ~ENPEFED Ti-1*D I 19.~P TE,PeiE) â„¢~~1, i m dil da a r G uy 41/ Â· u/ U U : 1 - . Z 2 AB - ~777=7 - : --1 !1 71 \\.1 1 - 9 -- 1 -1, ----i ......... fb ~0 SLAB Â·. Â£ -- - - -- , , LU . .7 -1-- --= 6 T.O.SLAB T BEV 950Â· r 1 I TO SLAB ~---80mUM OF FOOâ„¢G--~ ARCHITECT~~ =C... gl WCODPA~UNGSYSTEN L~ t 1 3 WEST-ELEVATION ZINCROOFING 8 ~ 3/16~=190' 4 CORTENSTEn Al.UMINLIW Wlm,VS Lg s.lorr E CORTENDOO' gl -' GLASS SYSTEM " 01 9) (4 * ** * - -.. O . P 0 - 3=r ..1 0 crl lit - 1/2 :X@ - I . =rni .2 -- 0 i m - mila - 0. - 29 *rf I... 1 0 . 1 : 00 E I =C 6 TO SLAB 1 -- - T .Ev /3Â·Â·11' . i . TO BEA*PLATEISLOPED T ELEV 1/Â·/ \ 1 1 0 0 8 U.7 \,9 ~' Rev. pCHEMATIC 4-1-05 -- -- ~ - Rev ~-SCHEMATIC 7-12 05 1 , Z L-~ rt. /\ 16 T. s.l *im**~~~*101# . ./. 1'*+ - rl EL ___2_1 -3 16 TO SLAB T ELE,1 95Â·I. -------------- I - -- - J 1 : Constluctlon ~ issue date _ _ _ Drawing T. : 6 TO SLAB 1 T ELEÂ¥... -fLUaIIONS --80./.OFFOOTING-- Shaâ€¢t #: /2 hWEST-ELEVATION A3. 08 30N3(]IS3Z:1 OVINSOO ENÂ¥1 AMVBNS 9Â£9 00Â¥80100'NadSV 03Aa*momTâ„¢ ,13WaH.LlheIMOD#= '51HO B*-Bill-â„¢0~ ABOinlÂ¥1SM~NO,~001~N~13WT~HSOÂ·delo~HO~.0,0nlS adsloNUHO~.#CUS.NOISSI~N~.N31.11~MWI~dEHilnOHilMOBIdOO~003SnaeAÂ¥~NOUVM~OdNISIH1301NON 0Â·dslO31,HOWÂ¥.0,0nlS30AIBOHd 3Ht ?IlNB~COOS H.1,0034~8001N3. ING!330 '*.IlÂ¥~Â¥03NIB) '0'd 81031IHO~goloNS 968~ O . ~ 82 ~ /2 * 1 3 m 2 6 TO PLATESLOPED - Â£ TO PLATEÂ·SLOPED T ..... I T EEÂ¥ 121'.7 0 t-------- 1 TO PLATE-SLOPED I .EY 1../ 1 TO. PLATE ./.'ll xcuiE---1[--E~---1 \ 4 T.0 PLATE T ELEV. 122-2 3 3 11 31 11Â®k \ 6=1.-1,1 1 1 --6 11 11 1 1 1 4 l i 1 1 11 ..14 1 1 1 1 1 I A To pl.v I i , A T.0 PLATE T ELEV 111'. T ELEV 111Â·r 21 .:.1 A .0 PLA. , \11 \\ \ A TO MY T Eli 11(ne T ELEÂ¥ 11// .. .. A To WALL - i -- T Le'llt".T :14-1- 1 j f : Â·Â·:Â·-tjwt-:0.;..~.m#.. 1 - 10.8 11 1 U-EJUSTINGaXOr~~ FWISH ELE,/ locne 1 1 11 11 all _-_ ~ T.0/00â„¢B/CRAispAC | | T ELEV. 950, 1 21=====1==1 1 T.OF Fooms | L--BO I' 4 TO SLABIASEUENr -27%301 ---- --I- -r Â£#0,0 M ARCIrTECUWL CONCRETE LU 0-1 WOOD"NEUNGS.TE' gl ZINCROOF11Â«; Fl 2 SOUTH-ELEVATION CORTENSTEL m \Ey 3/1641'0' A3.4 3/16'=1'-0" Â· ALUMINUM WItÂ«JÂ¥,S 5 1==j 8 CORTENDCORS Il :E 1Â§=0=Â§ 0 .C :: ~ ~ * BB BC . I al m I . NXFTi 141 All .0 2.- m . N. . SEY 129 ATI PLATE#OPED i-- ME--NAO-> lk: \ |c |141. <32 ) 16 \ T ELEV.123Â·2- 1 4 TO BEAM -OE T Eli 121' I .k Lo PLKIE EN T a..122. ... 1 1 1 e ~I till 1 1 I 1 1 1 1 1 3 1 / -*-1 Â·- -Â·Â·- Â·-Â· .Â·Â·,----,Â· /Â·--...Â«.192~-Â· _..-2--1.- T.0 8241 i 1 T.0./TER 1 11 1 -1 | | P.V. |SCHEMATIC 4-1-05 I I . I ..: I. - I-.Â· . I.tr , T. \A To PLAIE-BEAM f ---t'-1- -1 fl-{,4 --ift/fLFIJ- 1 4 1/ .. -SCHEMATIC 7-12-05 len + R .-1 . , ... Uy 1: . 1 1 - TO-~N//1 ELEV. 10Ur - I lay.tiI!. / EXISTING GRADE --7--- CE~ - - - Construct,on EXECNG GRADE g .ue dateÂ· 6 TO FOCTING/CRAWLSPACE : i J, T.C> FOOTING Drawing Title: 22212_21222 '- ---~ +-Â· - L----- 2 1216-------- -- _ T ELEV. 95'-CÂ· 1 E'Ey. 95. .---8.TOM Of FOOTING Sheet # -- O 1 - --I/.NT A3.3 &11 WEST-ELEVATION 4 NORTH-ELEVATION \21/ 3/16Â·-1,-0. A3.4 3/16"=1'-or 30N30IS3Zd OVINSOO 3NV1 A>IV3NS SLS 00*0100 'N3dSV 03Akia. 38 SIHE{W 71Â¥ 013W'HllHEMM,WOJ ONICRIONI 'SLHan CEAÂ¥383B BBH1017Â¢ ONÂ¥ Aâ„¢}181Â¥1S MVI N0~00 TTV NIÂ¥13y T'1Â¥HS 'Od 9103WH0W'Â¢ 8 0IgUS '0 d 9103 UHOWN'1101(]rus do NOISSIr{~Bd N311$W A Uon,8 3Hi IAOHil. 03!,103 ~0 03en 38 1Â¥01 NOIIVINUCNNI BIR L 30 18Â¥d ON '.d S 1081,HOWV . 0!0019 ~0 AlhladONd 3Hi 5, 143,0,1000 SIHI NO 03NIÂ¥[NODiN31# 930 ONÂ¥ Nollvld,~03/I 3Hi '0'd GlOall,lokiv B oianis 966~ O 8888 colorado 611 .4 .. * 4) 4% 4 4% 9 E m m m 1 1 .\~1 _---- -~1_------_ ALLE,i \ T ElEV. 121Â·11 W2- 1 \ 8/4 6 e Z, L- A L E 1 141 2 1\ SL-/11 1 0 T I 1 1 r : ~r- L i-Â·m 27.1...-Â·2//.Â·- .- ATISLAB TO PLATE ELEV, 10Â·1/ Â·<-4~ 46 1/:t ~-;~tÂ·:--i'~~~-./3//1-14.- il, . I : / : 37:lf - f re A TO S. -- +-74'- -_. 1 Z-,- co : 10 < ARCHITECURALCONCRETE LY , WOODPNEING SYSTEM Ill Â£1 3 NORTH-ELEVATION /2 3 SOUTH-ELEVATION CORTENSTEEL El Â£ 3/16'=1'4 ~. 3/1651'-0' ALL"PAIM WIP{)OWS LEI SefUGHT E CORIENDOC" Il GLASS 3Â¥5'EM Ill= 1 40 + 0- ft Â© - ..9 m m 00 : .. i T.O PLA,E ' m 2-11.-t 1 --3 Â° Izf T a-EV/ldl 1/7 mall. 1~-ir<E>-T ' ~11~Â·1~ ... 1 ATI ./. 11 - 06 0 m :E 1111711 11 11 1, \ 1-~C 11 1 1 11 ~ 11 1 A T.... .,~4 --v-----Â« Â·-Â· - . ,....... ** . E... M. RevÂ· CHEMATIC 4 1-05 V ...1.-I $ TO. SLAB T ELEY.10.-10Â· 1 5 1 T.0 PLATE Rev. -SCHEM,tATIC 7-12-05 Â· ' F ELE, 1.-r I.....: -: - :-:.: Il /- : ' 'll'.=, ~ TO..1 , 1 T BEV. 103/ A + -5-#~.:=1...11. :i . TO SLAB --2=L-_ 1 $ TO. ELAB . e...1./ Construction issue date: D.wing 11~: ELEVATIONS Sheet#: Â£3 3 EAST-ELEVATION Â£4 hWEST-ELEVATION 3/19=1'-00 30N3C]IS3h1 OVINSOO OGÂ¥80100 ZIBL 2 6 - (0 2 8) x ; 9/46 //930 Ope/0100 Ued/ 1 J auÂ·sijdos . NOTE 0 1. ALL LIGHT FjXTURES ARE SHIELDED SO AS TO NOT F# EMIT LIGHT RAYS AT ANGLES ABOVE THE HORIZONTAL I. PLANE. 2. SITE ILLUMINATION Will REMAIN BELOW 1 FOOT CANDLE PER SQ. FT. AND ALL LIGHTING WILL ILLUMINATE AN AVERAGE AREA OF 150 SQ. FT. 3. MAX SITE ILLUMINATION SHALL BE ~+7851.00 LLI . 3 - Z - . 1 0 1 1 .21.- . - 1 11 GN f* L - - - 6 Gl 93 24â€¢ 1 0 0 0 1 1--113 1851.00 - / r-Â»- f -2 - 1 1 Â®N ~ 851.(C r / GA 1.. 44Â·7<32Â·12*.' ~ |LAiet+Â£ R '- --Â¥mb_ , - Â©~*~~Â©~ 166 09 2*Pea 71 ... 1 . 1 - Â© \ A-di.j UC. 04.X 4 // , 1\MÂ«*6<411 - 1 \ 2.tins--1-6,- le==5. 1Â« -3111 Â· Â· O Ga -- r A l 4.4,4 1 0 I #/ . I EL---4 Â® / . , I . 1 / *. 1 ...' lip.. I. 1. . 0,'- '*&126;~~ Filt ||I f i)\ |-- --- Rm. ~DEMATIC DESIGN 4 1-05 - 4. ~-SCHEMIATIC DESIGN 7-12-05 862.933 X. Ved R- ~STREAM MARGIN REVIEW M05 GC : ' Rev ~ESIGN DEVELOPEMENT 8-25-05 @ 1 i -. 84 88 * * Â® * a 4 4 Ccn5trudion Gge ds* 1 Drawing â„¢e: EXTERIOR , gb - Â¢j EXTER[OR LIGHTING PLAN i SCALE : 1/8Â· = 1 .10/ E2.0 IBM*+ 30N30IS32:1 OVINSOO 00Â¥80100 'Na Caâ€¢Â¥3SaU SiNDIM T,V C EmalÂ·,1 1,48,2.AdOO DN,OfllON 'Slwan, 03Ah,383Â¥ .3-01â„¢ ONÂ¥ Ak,01,11-8 AAÂ¥1 NOINWOO T'll'NIÂ¥Â£IU TIVIS'/'d ./ELDHOhlÂ¥. 0,0,US 4/4. SIO31!HOWÂ¥ 9 0,0-8 ~0 NOISS}I,83d Nall,WM Â¥Olkld 3,11100,Il,Maa,;00 WO 03Gn 38 AVI'( NO,iVI'll~03NI S,Hl 30 lk,Vd ON '0'd 91031!HOW, e DIOnle jO A1~340Â¥4 3,{i I iN )'Ino Do e Mi N 3 03 IT,1, DO 1 ~31, I ND, :30 ~ N, Nc IlvrleojNi 3Hi Â·C}Â·d sloll,HOM, 8 Oign.LS 900, U 9146 026 555 north mil tr . COSNIAC RESIDENCE 575 SNEAKY LANE ASPEN, CC)LORADO STREAMMARGINREVIEW-AUGUST 10, 2005 - 4 1 1 ,- n I architects GENERAL NOTES SCOPE OF WORK (FAI ORMATION) ADDITIONAL NOTES CODES SYMBOLS EX DIRECTORY A 1/ MA 000-1 - -1- C--0 K 90' m -0 94*1 I SAITlW 10 1% THE SCOPE OF WORK INCLUDES DEMOLITION OF THE EXISTING DESIGN DRAWINGS HAVE BEEN BASED ~ASCÂ»"rk A- COVER OWNER JOE & SHEILA COSNIAC 575 SNEAKY LANE. OF 11{ CollnACT FIt CONâ„¢,Clolr. LAIST ../.,10/111/I//i.3 HOUSE BACK TO THE FIREPLACE. NEW CONSTRUCTION IS ON THE 2003 IRC. THESE DRAWINGS AREBR C< ~ AO.1 INDEX En[A NE IEEr ME A P,RT OF NEI Flm Mn-* 1 lEi 000.ABITI FEE, SIU Al.1 PROPERTY PLAN ASPEN, COLORADO 81611 C=wer moolle,4 D-T AS Ne= m ~WamlE #NOIET N lE m CONSISTANT WITH THE FAR BELOW. THE FOUNDATIONS ARE A MUST ADHEAR TO THIS BUILDING CODE PHONE (970) 925-5871 COPU NE 01 F~ /10 NE AWUaE FCR 6 814 I m all Mfl 10 H COMBINATION OF SLAB ON GRADE AND CRAWL SPACE INCLUDING IN ALL REQUIRED AREAS. FACE BRiCK E=g , All SITE PLAN -ECIIATIE'RCE,1/*//m IEâ‚¬ED 91[F DRA.ll 9.BET 10,EMACE- AN 1168 SQ. FT. BASEMENT. THE CONSTRUCTION WILL BE IN A2.0 FOUNDATION PLAN IENT AS <JIE FOR S-LEE I P,R E. /80'KE. ARCHITECT STUDIO B ARCHITECTS EL NE CmÂ».ACT DOCAE,Im CCÂ»$ / EE TRADITION IN-SITU TECHNIQUES WITH BE A COBINATION OF THE PROPOSED DESIGN REMAINS 15' BACK FROM ~ CERAMIC lii.F ~~~~20j A2.1 LOWER LEVEL PLAN 555 N. MILL STREET Mit'EmER, NOU NE Em)* L ME al- IGEn he I NOWED N POURED IN PLACE CONCRETE, EXPOSED STEEL, GLASS CURTAIN THE AGREED TOP OF SLOPE TO MEET THE 0 Â· A2.2 MAIN LEVEL PLAN ' ASPEN, CO 81611 I ll[ mA-~ I #IE mle-E NO . a..~CH ..lm m .Er STREAMLINE MARGIN. THE SIDE SETBACK ARE 10' ~ A2.3 MAIN LEVEL PLAN CON-ma m IÂ®ICAED (m *Alitly m AS illil3 BY 'E i -01; WALLS AND ZINC ROOFS. PHONE (970) 920-9428 -IED ./rfOE ' nE DOCIMMTS 9*L 00[I Cm BY ANY LOCA C[IE M QBIWII[I- AND DUE TO ATTACHING THE GARAGE TO THE % A2.4 LEVEL 2 PLAN FAX (970) 920-7822 â€¢ SPPLED AS 'RKRAI RUY CO'Â£FED N N.L MAIN FLOOR HOUSE IS WITHIN A 25' SET BACK TO nIE STREET. 2 A2.5 LOWER LEVEL PLAN im DE-NEY M I lfEINT PARn A M Cmr-CH 91/1 I ~,111-E FIE % CONCRE'/ A2.6 ROOF PLAN 2Â¤10 BE B{mED mlE AlllEN ilar NE S#FET, NÂ® CNE 1 /OJACE]r! PROPERJU 2289 SQ. FT. % STRUCTURAL 0-10 Me=D= RE CO-UNG mN FAMILYAIVING/DINING/ENTRY .4 CONCTE TE 31.0" p----=--=I~ A2.7 ROOF PLAN ENGINEER a AL m= SULL CC-LY - ~AL STATE NE) FUER,l AlÂ® STAE O.SIU ImAN[,4 *Il BEDROOM WING CAS I-IN->LACE 890 SQ. F-T. A3.1 ELEVATIONS LOOL. CCIEE ME) 011*41[4 NÂ® 9(AL RE Rm NE FRGE,Ul I AL 11[ 1- IT 5 THE HIEGHT LIMIT IS 25' WITH A SET BACK EQUAL ? ced PRECAST PEfUIED 10 NE 11@EST STNE~S CF CRAFA- BREID 0-LEID X) H {mER MUD/WORKSHOP 185 SQ. FT. A3.2 ELEVATIONS -11- Bra~E~N/lE NmOPmA, m~El ADU 425 SQ. FT. [AlÂ·,TWEl-JiT ~ A3.3 ELEVATIONS TO 45 DEGREES FORM THE TOP OF SLOPE. 5 IK. AL DIBECE NOU DI~ PFEEDE]ICE 0,ER a NEI DOCLE NE 1(Im TDICUE]E ALL =AED DIE]1-1 'ILIS. A3.4 ELEVATIONS lABZ *4814 2/,EN NE) 9,0 1 NOT 10 Scit 3789 SQ. FT. THE PROPOSED DmLLING ALSO MEETS ALL f A3.5 ELEVATIONS 8 *18 10 C-LEE ALL ZI* DES[:le 1~11. REQUIRED DESIGN STANDARDS. 4 GENERAL WILLIAM H. BAKER CONSTRUCTION A3.6 ELEVATIONS CONTRACTOR 210 MBC SUITE MM 11 6 1/ m==11/, 1[ Collm=R L 0~mACMR IWiL %-T - 0-IME AL 10 I 10 lE Allalmt 1 lE Ellm MIr =01.101 ROOR& Cal~ /9 GARAGE 503 SQ. FT. 2 M.1 SECTIONS % ASPEN, CO 81611 I E 'l NOT Felm I .US /11 /11. NOIER-1. SUIC* EARTH*ORK: M.2 SECTIONS AC- mIE ICBm,S f HEE DO~ Ill)I#91(#I, MU-Z - BEll,L --m UPPER LEVEL PHONE (970) 925-2391 H B H 'Fi'RMY, 11 /aCHET 10 | DiS-UREVED ~~~~~~ A5.1 WALL SECTIONS FAX (970) 920-2951 1 IlmACRE IIi BIC 111{IllHillY Fl A5.2 WALL SECTIONS N 111Uff le< IF 5 41ID Bf M Â®611 MASTER WING 994 SQ. FT. i UNDISTURBED milill A5.3 WALL SECTIONS 1 . al- 10 -PIDES 540 SQ, FT. ADU BEDROOM WING ~ S ONIE / GRAÂ·41 L [05/Jallip*M A6.1 DETAILS E MIÂ¥ mall MCPOED Rm Smm- f IL~-f /L~ACE-.."11."/ POROJE , ILL 1.....JÂ·...9....i......'...3 A6.2 DETAILS PEÂ¢0~CAL 110I m m IiEDCUT ly lmIE I E]15,10 JOB COI,m0115 // 51-10 I 1{X Doc-,rm 91,1 I NBE ID 1, colrmuc~oll LOWER LEVEL 4 Ae.7 STAIR DETAILS =FIN HEI=il + AB.8 STAIRDETAILS 9- -US /0 - 8 BY H ///4 D // - 15 16,110) m EONG F/8 1 AM STAIR DETAILS 410 Al Nal 51'18 9111 IE 1 m ME ~UEZED, 81<8 901 NUS 70 MAR]1 MEDIA / LAUDRY / MECHANICAL- 1168 SQ. FT, A7.1 INTERIOR ELEVATIONS DE *0*Er 0* NE-( 5 Blvge E]Ella 1 -MA.h I IUST 1 10 li iWEE *IRm m -1 -11 Dom Ir m SVil E Kam- 0,7 cm,mcT Doal,]11$ FILD . LOOSE f LL 111111111 SURVEYOR RIVER CITY SURVEYS L.L.C A7.3 INTERIOR ELEVATIONS 1 .01=.1 m ..1 0-~119 Fm AC-m; 0--lgl"TAL 84' I /B.ANKEl A7.2 INTERIOR ELEVATIONS 818 COLORADO AVE. #105 MANS AT lE CallUCK*5 DEEE 96- =m-aaE=:10-mi-*0=Â»1@ TOTAL SQ. FT. 6997 SQ. FT. 1 A/.4 INTERIOR ELEVATIONS RIG D GLENWOOD SPRINGS, CO 81601 mll#CH IML I 19138 - Ill I /IBE ji- OJESNIS A7.5 INTERIOR ELEVATIONS a- 9....==91.-- m-=// / 0- 00-1/ 4 PHONE (970) 945-6019 TOTAL SQ. FT. =./. "111./ E UI =il OR =lE CON-CKE 15 IR/ M Al.6 INTERIOR ELEVATIONS FAX (970) 945-6022 e =2:Am=-1-1,13 ..= a,-cA// ""1/ -mecr EXCLUDING GARAGE/BASEMENT 5326 SQ. FT. A/.7 INTERIOR ELEVATIONS B E NNE I ENIAI 1 15 Im 10 MAY NIntIQl BAE ENGINEER E2.1 MAIN LEVEL ELECTRICAL- SOILS ... gam Fl-1 'Al-Ala E2.2 MAIN LEVEL ELECTRICAL. F. ALL,Egim FOR MN[6 / 85 4 EAal ~SCal.NEOUS 11,1 OF Cltri# PA,1* TOTAL SQ. FT. E2.3 LEVEL 2 ELECTRICAL- m Frr- m -11Â¤m~Â¥ IIUICIALLY ACCUSITIC T LE Wi]1mwili11 10 li *0!El al ILE I OLY ==D REE= 00019Â¤1 q EXCLUDING GARAGE/BASEMENT/ADU 4361 SQ. FT. E2.4 LOWER LEVEL ELECTRICAL- FE//gFKUM/B////,- alâ„¢Â£ PABI,Z m m- Im- 10 GE.ASS A10.1 INT. FINISHES / APPLIANCE SCHEDULE 1 1 TMEIUS BIUMMI CR A LEEIR FFICE - FR[FEAY GWI H 90[rE f -1 A10.2 WINDOW SCHEDULE .m,0,[am,r-1.0,9 ",Imlr 11/.mE/Eml-=- IE I Um, /Mt-loE. No~R E..,Ilrr TO -- ~31 -[ m A10.3 WINDOW SCHEDULE R,C,0111Â®ER...m=/1/E ..& A10.4 DOOR SCHEDULE %12*s aCIECT BE ma- 10 FROE IMT A PRODUCT FROPO,D FOR 1,5nrlal 5 ) 5 NOT f EWL IL Naae-mm-= M 1, 11 ABBREVIATIONS 01,im m N .=/m/a NAI,5 m Imfulat BE 10 I ailia CAULK - SEALANT* FIEINCT 19;im - 11 -lm N I m,ImU &/L.'/AL/mCIDRU""/1/E-* EAll mlÂ£ Wi. tiACKER f,00 -~ (-) BAr LIE I ~Â£00Â®kNICI Ill=T IC=3 1 11 .U. == JON T FiLLER -11 ~E - 11"&/Am'e/S ,/L./.I.....Im ./M =01. : ENGINEER lE P.nUR ML ' CIVIL_ 1-- Vul* El.. SAND/MCRTAR,/ ARCHITECTURAL SYMBOLS 1. =- EBÂ°207 Mk ilwojEL P AS [E R m # 21 IC==1 ~'~â€¢ ~b~,d m m m m "R. RB- - Al p.INUM RÂ»%2 Â· tb mfgk rIN =P- e =. Â£ U,- 2 ) 1&T. =,#. DETAL: ~ 1 F - '27 ELE C.M. 2 - tt . ifv STEEL- LARGE SCALE 6695 STEEL- SVAI L SCALE X O J -C mt m.:1#= r 12 4014 gar. INT ,>~.... 2*AL *@i-*4 Jolet Woon m!- 0 I :ES FINISH E-1- / Mi=-1.1 = ROUGH FRAMING,4 -22.-Â·-1 -- , F con- i 1 , 1111/ 10 : E BLKS - CONT]NIOUS---..1 . W BLOCK Â·Â·,G -- H,vipitihi..05 / a..6 011 -1 = 12 ~Â¤ D.Al=.â€žI .- 299. 60 2 & Dt - ==-f112 b = H~C. =-0 Codi FLYWOOD: =9~911064 LA-GE SCA.E 21 9>Pe_â€¢al â€¢=4 TEMPERED F VICINITY MAP: PARCEL #014311030 4 1 2 44 -ar,AT,N_ Ei MMILE.* th i#.- |~Er'*. i ame, M 21- â‚¬ MAPOWETT: 3 <f 0~_-u.Â·,61%V'14 HARDBOARD Â¥ I ~. @9/ 1~r,ho& Rev. SCHEMATIC 4-1-05 -~Ar- m l!NE (1 i rie ... - ...J- ... .:0'. REF. I â€¢Â· . .3~6 ~ ' Rev. 2.SCHEMATIC 5-1205 bound, -r lk-1 foot PlASTER/BAa- Boat, .8 126 42 ...rirÂ¥>4 4,"*ghtty 4,4 44 0 'trw *NK&,puNW~~/ &6,922 4.8 %1 16 e..1. LA [ 22519.-1- 4:e. RE. S ON 49... 0 REFEREN. oon ct~-'4 unR ~~ ~-gg~ 1 GY.5,:M /2 0 :0*Â°- a ~or aip WIt 3< ARD C AES VI'l GOV VORTAR BOARD 64**;G~ ~ * ||:FLH. tri#'hiat. ;fcÂ©NCÂ¤~concret' :P- EEipt *30,1,- le 15. A#66*#*/ **49* Dfa/ing â„¢S. O.T. F~ry tio C . Â«U 1(JI? 1.1_NTE? iINES, FL./ LNES IN ) XTERIOR ELEW':ONS. PROJECTED LINES Ee- . / W GilleÂ»e ST 30 9 1 ) 2 Construction STOIE: Al ANC 00.JBLE 00- Â·/F FOR FROPFRTT U NFS MIE 1&4, p~ Z, =416 S IONE VT N; FR 12~ 2 =M da W StÂ¥419~/ St 9..... L NEl or do-t r &1 . W Ha!13.*' St VÂ¥ Francts 5/ f.1. B 11 SYMBOLS USED AS ABBREVIATIONS -44--- I 7 FOR HiDDEN 1 NE. VARBLE INDEX 6. . - - - - - - - (Arkl~. CH BELOWD I Mut ma gr=*L es 0 1 -h,Wid mar. ,Â¢ E % Sheet #Â· Â« 1 ~L v AV A PA ?J,3, 2#.GS Â§.0.W. 4.t of way 4 1 9 pu. .n.,Ct. 8 = FLOOR COVERÂ»le Â£ 1 h DRAWING TITLE ==re =L.,ta.1 , 4 *41,4,4.0 2 1% 'A RESILIENT TI r 2 914 0 FLOOR:NG - AO. 1~ . ~S, SCALE CARPE1 11~IN[IEISI : 4% 6 200Â§ MaDQuqt com. Ing AJ 0.2995 NAVIEW Cosniac Residence 575 Sneaky Lane Aspen, Colorado 81611 30N3083hl OVINSOO 00Â¥80100'NE SV 3NV-1 AMVE]NS SZG 119& Ope, I d 71 1.::!(1}713131*'E ipli'liT G Ne Creek br 0 *1 , - i --- -. - i 1 4 1 4 1 . 94; 2 1 -. ~ - 1 . ie / / ,Â¥4/ ACCess) ==---= 1~F ---------- i Â· -'o : r.- S0218 0 Â»W 69.0 ./ / 009.999/2.U: n J \'19\ -- 1 ' , 1 1 l , CO i 1 2 1 101 r... 4 ,/ . 1 + i /-1...1-5-,A *. 1. . I . :. .4. 4.1. , /1/>27 1,4 - . . - - 2 - - . 0 I /67///7 Xi////A -1 <flf'~ 2 -: .-:.. .: - i \ N ~ '/w q , Â»4 ,i 11 li i . 0 l 0 - IC=1 0 ! 1 1 4 -l =.-4. 4 co - I. 3- ' I. *- i< - - 4 - Dock : -050'53- 3 r I- -- 4 0 u-+ i -/, 2-- ~A --?71Â¢(t[]Trift,riv' 14-4-719*>bo- - - l Z 4 0.4.0 -44- 1 4 . 7.1 --- ------r~--i-r---jr<111 11111 111111 131 1 1111 375'07'00"E - ~ $~RÂ¢ft'TT1{~11111111 1/'1111111'11111111111117Y#AS#vt e 44. ~ ~Rev. ~SCHEMATIC DESIGN 4.1-05 ~ 2.49' -- --0 .g .P Rev. ~2-SCHEMATIC DESIGN 7-12-05 - ~~~~ ZiZZZ itiZZZLZZL2ZZ . 54~ffÂ¢iffifirr'to~i ~1111111441 iâ€ž111111 1/' lili==1 1 -11=!1.Wfli- . {111111111111111111111 111111\111111111199444Â¢ 1111*1 8 1111111 ll111111111111111 fw 1111111{11111111111 1 11111111 1\11111111111.11111111111111h4~4.'~ 1Jilt~11111111111111111111111 1111111 11111 1111111111 111 111~ 11111 ~~f<tjj~*~J~~~l,ir~k~16#lthisl.11111 1111 1 111111111111111 2-1 - LI~im 11111111111111111111111111111[1111 \iUJ idutel Fliddrrkrttl 686,4~16Ad lit;1111 111111111111111111111111 111> .1- 1111111111111111111111111 11111\11111 46btfid.1111111 1 1111111:111111 1 111111 1 111111111111111 11 11 1 1 1 1 lilli Constru(*ion Issue dateÂ· LAYOUT-EXISTING 0, = .u-"= ..b'-du'Ti",ud,1=16 ~ . lilli] 1111111111111111111 11111\111119 41'U.111111111111111111111111.11111111 Drawing â„¢eÂ· Sheet#: '/6,).111111111111111111111,7 111 1 11 11111111111111111111101>Li /1 1 LAYOUT OF EXISTING HOUSE 0-- --?.1/4,4 j/11111111 11 1 1, 4.6 ~ SCALE 110 z ~ 111111ll *41zzi Al.1 .,11 -216 LUU 4 ~50:tb#*'- 1111 3ON3aISEIhl OVINSOO 0100'N3dSV A>1Â¥3 NS 929 Â·ZO.9Â£S 7>\ klg~~c)pe,0100 u~d ~e 'lee, 1% 1 1' ! uu 1 j flt.,61 9 9 666.2 1Â°24Â°2' p.le .12%-Ze / 1 ... -- -- ------0----0---------l------0 / / C. 4, I V Arip 4,< . V B My- - 4 - 82 ~ AL, i . 1 - ./- I ' '- I -'.. . - 1. I ' i -------- It W .. ca .1 0 ..4. * - Gl 0 / /' - .-C 1 - - 4 , . CE< 11 . | ' 01' -24 Z t; 92 0 ---iÂ».. i 4 0 ' 1 I i / ' ~ 851.00 Â£ .... . 1 I ./ - ' -' ' ' GA 4 4-62 r 9 870.166 = 3 i . a\9*n 1 lilli,1 \ BC - , ED. - /i . . . + --3 " 14Â«/ 5/ . 11 - i // Â£ 1.061 1=1 i 1 972 M P, / 4 t - I .. 4 - 862 933 0- I GO / - Ill ' ------- 1 - Â® 4 i 7 -- ... ' I. I .... - CO a) - -Â· .sdxv,71.*Â»*#- -- i I - -..2 - -==-6----- '-":Â»/â‚¬ 3-52Â»JET----C----------8- --ff-,---3-~i l*,11 < 1 2 ffill r e ~~I- - /4/*3\F .. 'IMY,(72 - JIT.-4 - 2 1., -1-27,1 -lk - _.------_-------**--0-4.-zi ill1111,11111114111164 c < c-J -- - ..1 1 1, eâ‚¬ , - .4 - + 1 2*. .. 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M 1 â€¢3 1â€¢5 ./. (if) . '1 ,â€ž. .1 ...1 . 11 Ill * Â· Â· Ul 0g C. BA . CO . . 1 8 b + I-.1 1 . ...;...'. L '. 2:1 OVER-DIGPROPO D FOR * 4 GA BASEMENT/SHORI REQUIRED B ----~ ON WEST SIDE f -....7 .\\V/n \. 111 1.1- 11 1 Â·Â· . .. . .. . >+70.16 -4 . h. 1\ . ..': I BB ---- 1110MER . O GB J;41& ~ BDRWING Â·.. ' ' ~ ~GE' .~Â·~ ..4 4 'Â· TO.S[~8 . I. Â· . e + T.O~ SLAB ' tr T.O El -RY -UK / . E6EV. 1.7 .1 +7848.16 ~ ELEÂ¥ 97.1 * . - ~Â· 4-7848.41% Â·-1-7848.4141. 7 ''. i . T.O. ENTRYWALKO â€¢ ' ELEÂ¢ 99% -- BASEMEm +7848.16: ~ .~Z , - LE-J 4 1--1 * 9 ELEV, IZÂ· T O l. 1-1 I " 1 +7847.& 4 Â· Â· 0 ELEÂ¥ 0/ . i .i ., 2 + T.O.S.. I CD ELEV. I $ / 1 ---- - 2.4 - ./ g MC ./ 0. I I PROPOSED TYPICAL TYPI~ , 0 1 I EN IE - -L Sjugr'.-0. + Â£ -eppfdÂ®F +4Wjiiiee-,totes - ~ ~0~0~~ - I E --. --. '0 / . * 2 - *RAN 1111 I <- eff[11111111111117111 2 7'".7*N.., 4 Â·~ f =1.11 -11=111"i,127 - 0 [111111111111111111111111111111117~, ".// pi rmi 1111111111111111111111441 19411111 90~Ab]A lillit 111111111111 Rev. 1-SCHEMATIC 4.1.05 *- 1 -1~.1~-29~i, %01\0 Rev. 2-SCHEMATIC 7-12-05 .111111111 Elm j;014ilitl i z z l i z z l i z z l i z z l z E@?449 11111 8 1 [Itz l i l i z i l i l i z z l z z l 111 1 111 - 4 ' 11111 1111?Fprefl 'A?.1 1111111 1111111 11111111 1 111 11111111111111111111111111111111 111{11 111 111111111111111111111111111111111111111111111111111111111111111111111.111111111111111111 + 1111111111111.11111111111111111111111.11 11111111111111111111111111111111111111111111111,11111111TY. 11111111111111111111111111111111111111 111111111111111111111111111111111111111111 1 1 1111111111111111 Construcbon Issue date: Drawino Tlte .111111111111111111111111111111111111111~~' "'1"111111111111111111111111111111111111111 11111111111111111111tt11111i111' -'1111111111111111111111111 ' FOOTPRINT/ GRADING PLAN 111111111111111111111111'' ,)111111111111111 Sheet# C 1 h FOOTPRINT / GRADING PLAN ~h ~ l ~111111 i 111111111111,11' ~00,~ SCALE 110 - )111111 A2.0 ~ 1 111 30N3GI 00 0100'NadSV Bc,pei:100 u 111 4)'ou 999 leuÂ·slido - 12-4' 1 I . d 4 // J. T O. SLAB â‚¬ ~/ Â¥ E LEV. 95Â·gy' r-L-- / r... C - Ill/ 4 -1 I . ~2. -9 e 'BDR. WING 4. 2 0 da I 6 4 4 0 4 I . 4 4 30RA' ' -4/RAMPUP,1 . IT@31.7 ' '~ I I I. I 4 * 10. SLAB 4 , d ELEV. 904 1 5 21.7 G==rÂ· :--1 . , u rtÂ·Ir Â·uP . 0 1 elli - a I I I . I ., 1,0 I . 4 . u 4/ 4 4 I IC:C:~ 4 ~~~ 9-9 7~ . 4 4. -71-i ~,2*2 -- r~: -4 21 . MEDIA ..... T" â€¢4 4 ; a -1'f 4 44 8 . t. 4 lili 0 h //4 -- 1 .--3, L .0 ./D )1~ . ... d 4 I ... 4 / 6 0 ' MAIN .'. .Â·s I -= - I I I I . C. d . d.. .. 4 1 f L YF?'- 1 2 11' 12-11' . 41 d . MEDIANICAL co C .4 Â· I I 4 11 44 1 .- |~ 4_ AF~ 1 WALK-IN HUMIDOR -R . ~ " 4 4 4 4 0 . = 0 6 .. . . 6. . 4. I. 4 I. d ' 11 -A L I . 2 l'- )1 3_b . I 4 6 1- 4 /0 ID LO Rev. 1-SCHEMATIC 4-145 Rev. 2-SCHEMATIC 7-12-05 Construction issue date: Drawing Tite. BASEMENT LEVEL FLOOR PLAN BASEMENT LEVEL PLAN Sheet At â‚¬3 SCALE :3/16' - 1'-0' ./. A2.1~ 30NBOIS3hl OVINSOO 314Â¥1 AMÂ¥3NS 929 00Â¥H0100 'N3dSV aspen colorado 81611 ZZBZ 026'(0 1@uÂ·s~,dos@qo!prls * 4 67-5Â· , 18Â· Â· 20'-10Â» 16'-11' 11'-r : - " r / I I LU /h X 3 - ~ M. OP\-0-1> -1 : 2 0- , , 1 - r - PROBSEOÂ» 1-1 A , 1 I -,%. \ \46 M.1 r o r .#.92.. $ Elf - l' 1 Il !â„¢-1 GALLERY ~ T+O+SLE 1 ':' -- 21 - ) /hEDROOM 2 ~-94 -121 / / 7.unl 1 p ,.<Aftl- -1 / ELEV. 100'-0' %11 / - /l> i , I SK lIGHT ROFE BENCH /,JR., i 1 1 '~~SKYLICHT m . -' 79 DN -,== U 317*3-12- I ENTRY - ~- \ ..\4.-4. 4 7 403 ~ f.1 -\\PA ' r / 0 . COVERED ENTRY r. ./ CO N 00 -. 18'-10' 57 12'-8Â· 8' . 15/< , I 0 .7 7 I 1 5 1 5 $3 . -~. :A I POWDER , I - 4 - - O 4 -1.. 1, 1 % '40-A..~ W - h-1] r---1 ~L.tl _-,-, _ - 3 1... 71'... 1 Tr . a _52_. 0 v.< .X - Fll â€¢ fLu- -1 G .1...- -U 2, 4 Cal - -1 - - := 2 Â£ -=f : KITCHEN 1 :1=-OININgt=-1 . - . T.O.SLAB -- 6- - /' , ELEV. 994' 1- (44.89 2&1 E l -b| al - 1 TERRACE Â£ GA . LIVING c -8-4/ =- -1 a, f q F.P : 0 I L--f-Â·241.....11 - -! 1 /) r a n - Â· EN '' - 1 i 0 - 2 14-7 5.9- V Â· -=4 0 Â« /1. 1 - *- ------ , 2, â‚¬ 1 11.-5-*t.t--3. 1-J T.O.EAB ELEV. 99'-6' .V-- \ /â‚¬>/': 0 \ 00/ - - *El -- Rev SCHEMATIC 4-1-05 Rev 2-SCHEMATIC 7.12-05 @i) (ti) Constructjon issue data: Drawing Titk MAIN LEVEL 7 1 3 MAIN LEVEL PLAN Sheet#Â· ~~000000,~ SCALE :3/16- - 1'-0' i-7 A2.2 Gl 30N30IS3h1 OVINSOO 00Â¥10100 'N3dSV NVI A>1Â¥3NS 9Â£9 555 north i 1 I s tree a p co orado teuÂ·sifdos@q'!pn . 11/Ul-I Il l Gl G2 m 6T-5' 18 20Â·-10 16'-11- , 11'-9- .. 7----- 23:10. , N 0 1Nfl 4 j F ---Ins M.1 , Pe..1, .. r 42.1 -7, 1 2,9 ..: e /4 GA 4 A. 2,6 f f '01Â»\ BUILT-IN UnliTY BOX 0/ i ,/ f f. ram=~ . ; /4/ P. .... l i 11 -- j j , 2=2.D:y---r. P- f r , . %.M .% 0 ; 71> 1 C.) I t)? U - GARAGE --~x k. li , LJ 5 4 2 ' 4-#- ---- d Â»VAy -. ~A / / i i 4 . 10. 4 t7111.- - 32=7 1 d Y LEV 99'-10' .-2Â« - f 931IYLIC HT ABONâ‚¬ -Â» 1- - ------------- .......1-1 â‚¬ i. l * 1 I p.Â·Jr.1 ENâ„¢Y Â· 3 31193Â·lr . i 4 i . 1- 1 11 1 1 !1 1 ~ COVERED ENTRY 4~-7-x 2.12Â»- 1 57 ; 17-6' f kr/ 3Â»\ -19:y / -- -- -- - y M ., 7-6- I . *-- --Â·-- < -----1,Â· ~ -1,5',1/- ~ ~ -< ~~ , ~~-__ 1 0 EL , m _ CO 0 6- 0 Â® H-- 1 4 -a, . j' 1' / MOD ROOM /WORKSHOP ~ < , STORAGE :22 - ,/ 0 6 6 - -4 I. 4 - C- Il|N~ wi,Â·E REFÂ· Â· 6/1-7," -- -1 -37 - 2/0 Ck. 150 111!IMIIIWIUIM REF. FRZ V . f ~ 1' / 0Â£ I- /, Â®S% " bl ir \ 48-&6 1 1 1 1 20'-7 0~ L. 4-1 1- 0Â£--/ ; -1 ' SIC *NING /- ----- _.. 0 f _ BENCH -'- 9 SEATNG I . DINING ~ * T.O. SLAB KITCHEN 3 E Â·Â·) / // i -i ELEV. 99'-6Â· Â·Â· 0 4/ . , -niff}[F Ear. tsÂ·~ TEBRACE I GARDE}i ~ 1 L _ 1 o m - 1 0 -- -- IE Lk , 'r Â® 0, 1 f> s jr_.:~~__2.-2- 0 1 L 244 2 1 _ j j u 1 = U , 14'-2Â· , 5-9 I /- 1 f T.O. SLAB .4,// - 4 ~ ELEV. 100'-0' -'1 1 ADU LMNG 1 -- - N 1 Â· LY \ r -=1-_- / 11 3/294. Rev. SCHEMATIC 4-1-05 Rev. 2-SCHEMATIC 7-12-05 Construction issue date: Drawing â„¢e MAIN LEVEL (D MAIN/LEVEL PLAN Sheet# SCALE :3/16' - 1'-0Â» Aj A2.3 * *** (4 3ON3aIS3Zd OVINSOO OaÂ¥80100 'N3cISV 3NV-1 A>1Â¥3 NS 9Â£9 c~~~pil,u,nuilâ€¢ 0.-lic,u:v'/30../.ru- III uill Al./lullailill,Mil-Jilli.,Ill- i,Ino -al....L-,all.Allul /Â¤01/:-r./avoW.iul-,-0.,ila-i,1-0./'luila.ruii,un.,iliu'la.....u=.oil.all.il,u'.vilowlill'In/:Ill.vaw. I...In.~In/o'e.lui.....A....woolruol.illi'll.lu./1,/uu.livir./.(I'll ill, .u'ill i.u.viial'lll./. ....1.,I-lill.v ./lull.. cio. I 555 north mill st.a Â»11 #(~ ,(~) ~ (~ ~ ~ -~ Gl G2 m Q 0. LU rke< 0 '4 / 1 CO 9 2 1 LU cr .4.-i Z h < /7 - Z CO GA 0 . . 1 ./ I I i 1 I l l 1 i '-4 i. r~,~ 1 1 1 , lf QUEST.BATH ---~~ 0- h---- ~~- , LOSET ' GB - - ~ ME vÂ»VAL.f 1 / / | SEEELEV 1/A8.5 CLEREST / CLOSET ; / 1(=1 1, 1/ // rm, 3, li \ / A- ' /4 - 1 / a ~,IET~i ROOF C=G'.27.. 15 ~ ~1 b 'C-. i / 0 -.= - GUESTFOAM. / 4 -(0 Ilf 6-.--__ i 1 1 F <.- ~1 -- i / A \\T~ -MT / ETAL R00r t Ed 4 -- 2 ELEV. 1 10-7 1 = 94Â»-0 / Et ' r W ' Lf> Rev. SCHEMATIC 4-1-05 Rev. 2-SCHEMATIC 7-12-05 23,-9. LEVEL 2 FLOOR PLAA Sheet #. t 1 h LEVEL 2 FLOOR PLAN ~-~ SCALE 3}le - 1Â·-0' ~ <ELâ€¢/ A2.f + * 4 4) 42 f 3NV--1 A>IVEINS 9Â£9 0(Â¥80103 'NadSÂ¥ co orado 1611 jeuÂ·si,dos@qoipnis Il"u-e ZIBL 026 '(026) x e J 81*6-026 (026) 21919 ope.loioo uadse ':ee,}s iiiui 41Â·lou 999 00Â¥80100'N3dSV 8 0 9 1 I 4 0 1 B 314Â¥1 A>143NS 929 30N3aISEIB OVINSOO 8 0 al~qu n 1 1 b gM 02 L_dll - 29Â«j / CLLJ// Â«Â«Â«--ft 2Â«~/by f===1/ E 02// 2 66% i Â· F---m' 1 r I - 2.7 1 I. .10 00 194 1 1 1 I 11 ' '' lil '... '' 3. -$ 1 11 38, . 4/ Z 1 <b J A 0-.1 1. . ..\ 052 0 i ... 'EV, . . \ 1 11 R Â·Â· 94 \ . ., It /// . 1 Â· 41 i I ' \ 1 1 1 g 1 1 // 1 1 1 / N t 4/ ./1 1 1 1 !\ / / 1 1 4/ h i 11 A - / 011 I t N / 0 CD / - CD CD 00 j - A 191/ 0/ / %\ / j ! / Im \ 1Â« g / 1 92 2/ : 1. \ 1 1 1 -. / 22--. <C 90-L-4 Oll.VrlaHOS 'Aehl 90â‚¬N OLLVYGHOSâ‚¬ ABI NV-ld JOOH 9.Ev eg!.1 ~lima,0 :#Wel.ls -----11'-s. //(4 ~(4 + (4 4% , BA Â· -i-Â·=:6Â·113~2==~ l l C- 1 4/ : -Â» 1 1 lil#-1 87, M t~ET 2 * j i -90Â» r 4-7 / / &1/ ' 1 ' ~- of, --M, CLOSE 1 i . 1 / / 21\ r / ' - 11 11 R / / 11 / '51 - u ,&1 11 ':ts -7 -.i /Â»-. . 1 SCUPPER V Saf 7 '-14-%,f . .22,%- 4- 3 Â».4-4 1/ ,-- *it , , 4-\3....~~L - 4 / - --1 1 / 1#L' Â£ 1 # #f A- !Â· | ' "9117 11 1 b-.I- I M. BEDROOM\.f WET - * T.O. SLAB / e / ELEV. 111'-O" .. - - MITALROOF - -2 - 01 X 6~1:Zj'~>-~:.~ ~ 7< i i Di i- 75 & ~ - CO MET. RO. . 9 -- 1751, 4 2 . 0 I CD ID 1 Rev SCHEMATIC 4-1-05 Rev. 2.SCHEMATIC 7-12-05 (i) / constru,on issue date: Drawing Trk LEVEL 2 FLOOR PLAN Sheet# ~ LEVEL 2 FLOOR PLAN 23 SCALE :3/16' - 1'-0' 6 1 jf) A2.4 < ( < Gl /-1 3ON3aIS3hl OVINSOO 314Â¥1 A>IVBNS SLS 00Â¥80100'N3dSV ope,0100 . e..1 9 I 4/10 19Â·spdosÂ©qolpnis lie U -PI =4*+79 A // L 21 / 1%/ 9 1 42 0 1 T . /1 3 -li.- CK i " x..7 1 i 1 1 11 , 1 1 . f 1 : 1 / f i - * C7 1 423, 1* P 01 U :> . I 1 4 f + *0-90 Ii'. CE 611 \ 430 0-7 '4 - 43 4 , / - I// . -'. m --. 9,0 M--*-1- kh- <61 2 4 0 f ) 4,--. na 0 ..- -~ 42---- ' 0 0 0 GO if /-111 4 'ril> 0*9 *4*0 I S g 2 M COSNIAC RESIDENCE 575 SNEAKY LANE architects N J ASPEN, COLORADO 555 northmillstreet aspen colorado 81611 (970) 920.9428 fax (970) .920 7822 e.mall studlob@soprls.net 00 6982~7_ NÂ¥ld 40013 <~~~ Cio l G2 L.EV NV-Id =1008 ;en!1 Dll!Me,0 ZINC ROOFâ€¢G - GLASSCURTAINWALLSrEELBEAM - wool r'-'- J M \ 1 1 1 METAUBOARDÂ·FORM CONCRETE . ./ 1/. \\1\ 11 1 ; 1 .TO.' T .... 4--'- . 47 36 L- 12.-. If..Â· U n %644 -71 . T OPLATE I V~~M - ./ - 1 . . e 1< - . n \ 4 1:11,/\Â« 1 -- . 1 \ 10 11. arÂ¥- 1 2 LU Z 3 % / Â·Â·C LU . Wea / .0 < 7 1 h EAST-ELEVATION p3.1 J 1 /8 " = 1 '-Or 1=1 . CN - h Â® 0 - d I. - - .r - - -ir--nrlÂ·-me--9 -1.-91-2-1 - i.1-1 - 0 Â£: 0, 41%4444*1 , I 9.t-'U,- ..'.2:i.'.:.A'Â·Â», . 22.' t Â·.~ 2.Â·.2 z~ ..:.2 ' .UU~UNÂ».*** 414*39<3E 44*Â·,~ f,~.U,-e'Jta *2*Â»,A.* W,#4,-a ,th~'AeÂ·?FÂ·t Â·feai tuÂ£19UiÂ·+' -**40.~~ I - _i a) 1 0 - 1.- r -T - -- 1 - ~i Rev. SCHEMATIC 4-1-05 Râ‚¬i. 2-SCHEMATIC 7-12Â·05 ! Constru/or Issue dal Drawing TioeÂ· SITE , SECTIONS Sheet#Â· / 2 h WEST-ELEVATION A3.1 30N3aISEIhl OVINSOO 00Â¥80100 555 nort Ills ree aspen colorado 1611 leuÂ·slidosÂ© liplis 11/uj.I 026 - C Â£6) x 9146 CZ-Â·--0 [3 .1 1 1 1 1 ili.' ~ TO W . 1 0. 0 Â·Â· V ELEÂ¥.117-10 1 1 1 61 -\ \ Â·Â· Â·Â·- . Â· . Â· . Ill \ 1 i .1 AT O SLAB-MAINLVL < L . //-1 . ..1 w 1 , ' '='~ ~ ~~~~' ''~ 7 ELEÂ¥ TOM LIU / h / \ 10 1 2 J~ TO GRADE-LIGHTWELL 7 ELEV 93/ 1 - Â· A T 0 .,I NASEMN 1 ELEV I -- -BOTTOM OF FOOTEÂ«G- f 1 h EAST-ELEVATION IC=01. . - 0 . I . m ~~| to m \ 1 1 TO. PLATEÂ·SLOPED T ELEV. 111'. \. 1. 1 ... I 1 TO ./. T El.EV 121Â·Â·3Â· m h- 11 \2=1 - t.+ - - m Â«2-- 1 i .. 1 . $ T.O. PLYâ„¢ASTER T EUN. 111'. 1 1 -â‚¬ L T ELEV. 110'Â·. 0 6 TO PLATEÂ·BE~M 1 ,@@ ' | Rev. SCHEMATIC 4-1-05 110.2 ..., f ~ J t 1 . 1~ Rev. 2-SCHEMATIC 7-12-05 0,1 11 .*_ULs!:Ee'll- _... r. 7 -'Â·C./..7. -014&4"U. U.M,P+~---"'~kNÂ·!uuuu# .1 Â·' Â·1' '' r X 1 T ELEV. 1.r. 1 --- -----8-I-----I-Ill ---- - -- - -- - --- -1 = 1= 11 & T.0 Slj8MAIN -- -- ...... _ _ U.__1, Construction issue date: Drawing TltleÂ· ==5um212 /2 h SOUTH-ELEVATION /3 3 NORTH-ELEVATION 21.9 . l A).3 1 3/16'=1'-0' l A3.3 / 3/16'=1'-0' r,0.'. 0 30N3083hl OVINSOO 0 0100'N3dSV 555 north 111 1 p colorado 611 Â£ Ulb Â£ ~~) ;;'488.16~lb 1=1 11- _ _1- ' El '11 \ \ _ ~ T.O. PLATE-SLOPE) ~ TO. PLY T ELEV. 124'/ . .- 0 T ELEV. 124'-1 r T.O. PLY Ell. 124/ ~ T.O.IATE T EUEV. 121'. \AT.OP'Y 7 ELEV 1/8 / 106=-.i 222Â«27 1 9 Â· ~ TO. MATE ~ T.O. PLY T ELEV. 112'/ T ELEV 111/ ~ ~ T.O. PLATE 1 \ T ELEV 111Â·/ I ... L ~ * TO. MATE -- i . 1 \ 1 EN.11.4 \ \11 \444\ I \ \ ..1 1 TO SLAB *il N T ELEV' 105Â·e W 0 Â· ,.37 I Â· ag \ 1 J % d 6 70.SLAB T ELEÂ¥ 10047 T ELEV, 1.. --- -I WU 1 ----------U U) -1- -1.J 1 0 523--3 0 -BOTTOMOF FOOING 7 1 h EAST-ELEVATION 7 2 h SOUTH-ELEVATION 3/16'=1'-0" 99 3/160=1'-7 1-1 0 4 0 - (9 e m 1\11 - 1 1 1\\ * TO. PLA1E-SLOPED r Â£ ' 1--1, f. Ili 2 - -1~---Ill \ 71 T ELEV 123'. ~ ~ 1 ~ T.O PLATE.OFED . b T ELEV. 111/ ~ T.O. BEAN T ELEV. 120'/ ~ ~ T.O FLATE EN; T ELI 121/ . .. I . . ./\ \\\ 1\ \\\ 1 1 2 , 1 To PLATE Â· 'i . Â· ~ TO. PLYNASTER 9 ELEV 110'-0' -1 T ELEV. 1111/ Rev. SCHEMATIC 4-1-05 T.O. PLATEBEAM Rev. 2-SCHEMATIC 7-12-05 . '/ t 1 i ; TO. SLAB A T 0/SLABÂ·MAIN -- '' '' - ''~ ' ' ' 'Â· '-- ' =~314/,TZ#.1211.UTW.-L..1.Â·.10.,~mÂ·. r.-.u.Â·,JZL. 'sL..rl:.iÂ·.:-Â·Â·LitulL.IU!L&66266 ~ Eli. 100'/ -'F;.Â·b' Â·iÂ·'.22.--~4%~8,,j..J~l/ 11.12.-WA..1.A<,ET.1'" U â€ž. 1- ~ 1- 'T 'I - -9 ELEv.,00Â·r 1 1 - Constructn ssue data Drawing Title Sheet#Â· ' A3.4 /3 hWEST-ELEVATION 74 h NORTH-ELEVATION 3/16"=1'-0" ~tlj,/ 3/16Â·=1,-0. 30N3aIS3M . colorado 1611 Z~82 016 ' u ed~ e ee,1/51 T SIJadz" qÂ°'Prils '!e 2-1 i 11 6 TOSL.'8 . T ELEV 113'-11 ,"~~'~[r'~'~'Tr---17-=mir==~mi 51 1 , 1 6. 1 ii' 1 Z - Ilill,rlimillâ€¢,fmmim,Immilmilm,mmli $ , o. a.* ' **#-,.~t'r~ .g'Ir -I'*IÂ·~Al=>i:/, 461 hr#, -, '41,~71 1.1.. ~%41:L~.itw T ELEV. 100/ 7-: - .11 r- -r --3 1 1 7 -4 - -I 11 1 r-Â«. ...1 -1 ~4--BOUOM OF FOOTNG-â€¢â€¢~ 71 h WEST-ELEVATION 1=1 04 00 N CO * * * + -0 0 eli I 0. 0 .. ar Q IX . I n - 1 1 0 m ili A... /1 - ------22~==1-1 -' 2 1 '00$ 1 -=11 --.1 i. - Â· Â· di T.O. SLAB 1 _ ._ 4,1:,f~Â·. i-;Â·1'?.:i~;:k.y.19-~tÂ·Â·~ NE>Â·':f.R .1~':;'t.tj,~z~-34..1~1<,Al,,Â·u.h.--261*?.Â·it> ty.4,3Pr.~'Â·?'-7 ~t~4~..' li~ T ELEV 111Â·. Rev. SCHEMATIC 4-1-05 ' ~ Rev. 2-SCHEMATIC 7-12-05 Z 1 -- 1 ........ ~ T.0 1,8 ~ je) "!ifi.9.: ~.. 71.~r- "Â·Â»1.Â·:I : r-~- ill Â·:- -I~ :Â· 1-' '-F ' i i ./ ' ~ ~ ' I' .~ ~ Â·Ill#*. ':Â· -la- -, .1 ,+e r . rvÂ· ., k. I.-- ,~.. .... 1....!.* .i,-Ilil- T ELEY. 1// F J - dr- 1 Construction r . 7 ' : issue date: 1 1 Drawing Tme Â·Â·Â·Â·Â·2 - ----- ------------- - - - .-- - - -- - --- -12 Sheet#Â· t2 3 WEST-ELEVATION A3.2 8 El[El[El 3ONEaISEIB OVINSOO 3NV1 AMÂ¥3NS 929 00Â¥hl0100 'N3dSV 1/9/ ope/oloo d I I ! 41JOU 999 teuÂ·spdos@ 0!p/'S I!/Ul m - 10 1 ----v-r9---- T ELEV. 121'-101/ m \ i 11---Ill[------3~A. 11 - -T-1 eb T.O. SLAB , 3 --il ~ TO. SLAB T ELEV. 121'Â·101/7 . 1 0 + T..SLAB ELEV. 121'-101/ i n 4% 1 1 ~7-7 Â·-M.. .. i ~TO. SLABADU ~ TO.SLAB-ADU , % 1 -1 1 .....Â·Â· - TELEÂ¥.110-W T EUN 1 '/ Or T.O. PLATE " * TO PLAJE ELEV. 10// T ELEV 1// -2-6- - - -Li-N -_____-_- ~ ATOSLAB , T.O.SL. Til - ./&":I= - . ELEÂ¢. 1007 /1 h NORTH-ELEVATION (2 h SOUTH-ELEVATION \420/ 3/16'=1'4 1-1 . I .N h 0 + 0 0 00 - 4.11- m -C 6 T.0. MAm m " 4| \ ~ T.O. FLOOR . S. nfl T ELEV. 11.-10. 00 . 0, -- 12_3\ I . ===1 ~ S,--L , E 1 6 T O PLY 11 - X T ELEV 110'Â·le Â·Â· ' T.O. FLOOR Rev. SCHEMATIC 41-05 t i. ~-- - --'--- - -- -- ~3 TO PLATE Â· T ELEV. 109 / 1 .:0 0 T ELEV. 109'-1/ \F. in.-:,,-Â·2,, Irl,-'/1 -': -/= --- T ELEV 109'-107 0 6 T 0. FLOOR Rev 2-SCHEMATIC 7-12-05 1 6 TOWALLI. â€¢1 T ELEV 106'I 71 1 -"ctillgl_lb<Zi/46;.Â·iÂ·Â·1Â·:-~--'-~~Â·i: 9.1 .cz:E~~ 7 31 =0 Â· - ...!7~.:- ! , 6 . . . - Â· filÂ·-A{*93721Â®Re'i-' 01. , TO SLAI __ . i,--- -Â·~Â· 6 T.OSIAB - I hLt:V. 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