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Home My WebLink AboutLand Use Case.1310 Red Butte Dr.0065.2007.ASLU THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER PARCEL ID NUMBER PROJECTS ADDRESS PLANNER CASE DESCRIPTION REPRESENTATIVE DATE OF FINAL ACTION 0065.2007.ASLU 2735 0130 3012 1310 RED BUTTE DR JASONLASSER DEMO AND SFR AV -20 PROPERTIES 8.27.2009 CLOSED BY Angela Scorey on 08/27/2009 CE' m CUSTOM RES DENCE 1310 RED BUTTE DRIVE PITKIN COUNTY, COLORADO 1-:.ilit.ut:ty**tij: le I Â· 1 Ad< 00 JOI IN MUIR ARCI IITECTS, INC = ** N#MUIR -MO * 0 4 ' 04934 . .'4 +~.Lf i. 43 6 WR # ~ *Fus J':St. i Â· 6 : i Â·Â·:Â· M F+ -1 -r 201 MAIN STREET #304, CARBONDALE, COLORADO 81623 TELE: (970) 704-9750 FAX: (970) 704-0287 r--4 (/D 01 3-Ha -13[IAU-kI NID-}IVIN a ELLLE[EL - Aqi#QUV,49 18#limi /' ll Af ... 2, '41:(t . iki t.' S V.t External Media Located Here ~ M-007768 E- i RMMI eENERAL PLAN NOTES COPE INFORMATION PROJECT TEAM 11~ 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS GOVERNING GODE : 2005 IRC 3 ..CLE#~Â·n . V,9177~*IpÂ·12 1 +16225 7 5 â€¢ 1.Â·0= ' A *ill.A 11*411=ri: ARCHITECT - L. JOHN MUIR, AIA CONTRACTOR - eARÂ¥ MOORE PRIOR TO STARTING WORK; SHOULD A DISCREPANCY OCCUR WITHIN THE OCCUPANCY: RB JOHN MUIR ARCHITECTS, INC. VANMOORE CONSTRUCTION 201 MAIN STREET #304 CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE CONSTRUCTION TYPE: V NON - RATED CARBONDALE COLORADO 81623 201 MAIN STREET, STE. 504 231 NORTH SPRING STREET (970~ 704-9750 EXISTING CONDITIONS, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION. FRONT SETBACK - 30'-O" CARBONPALE, 00 81625 ASPEN, CO 81611 REAR SETBACK - 15'-O" FROM TOP OF BANK Phone: (970) 704-9750 2. DO NOT SCALE DRAWINeS. DIMENSIONS SHALL TAKE PRECEDENCE OVER SIDE (PNEST) SETBACK - IO'-O" TELE: (970) 704-4750 TELE: MIlo) 425-5075 mx (970) 704-0287 FAX: (910)104-0281 MOBILE: (470) 618-12161 E-Mail: jina@sopris.net SCALE OF DRAWINeS. SIDE (EAST) SETBACK - 20'-O" RESTRICTED MAXIMUM HEIGHT: 25'-O" 5. SHOULD A DISCREPANCY OCCUR IN OR BETWEEN PRAMINeS AND CIVIL ENelhEER - LUIZA PETROVSKA, PE LANDSCAPE ARCHITECT - CATHY MARI<LE SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PREFERENCE. LKP ENGINEERINe, INC. ALPINE DESIGN 4 PLANNING, INC. 275 MAIN STREET, 0-104 PO BOX q34& 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT EDWARDS, CO 81632 ASPEN, CO 81611 OF ALL NEW CONSTRUCTION AT THE SITE. GENERAL PLAN NOTES TELE: (470) 426-4088 TELE. (qUo) 425-6585 FAX: M-70) 426-40801 FAX: M-TO) 425-6584 5. ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORPINANCES, L*IS, PERMITS, 1. ALL PRAWNeS ARE TO BE OUTSIDE AND THE CONTRACT DOCUMENTS. FACE OF STUD AT EXTERIOR NALLS OR FACE OF STUD AT INTERIOR WALLS 6. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. EACH SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF 2. GRID LINES ARE TO OUTSIDE FACE WORK SHALL REMOVE ALL DEBRIS AS A RESULT OF THEIR WORK. OF STUD AT EXTERIOR WALLS, CENTERLINE OF DEMIZINe WALLS 7. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, PATCHING, EXCAVATION, OR EXTERIOR FACE OF CONCRETE ETC. OF HIS WORK THAT MAY BE REQUIRED TO PERFORM THEIR WORK. THIS FOUNDATION U.N.O. CUTTING, FITTING, PATCHING, EXCAVATION, SHALL NOT ENPANGER OTHER WORK OR STRUCTURE. ALL PATCHING OR REPAIRING SHALL BE DONE WITH LIKE 5. EXTERIOR WALLS SHALL BE 2Xe SHEET INDEX MATERIALS SO THAT SURFACES REPLACED WILL MATCH SURROUNDING STUD FRAMING AT 16" O.0. (U.N.O.) SURFACES UPON COMPLETION. ARCHITECTURAL 4. INTERIOR WALLS SHALL BE 2><6 #4> 6. NO PORTION OF WORK REQUIRING A SHOP DRAWINe OR SAMPLE AO.0 COVER SHEET STUD FRAMING AT 16" O.C. (U.N.O.) SUBMISSION SHALL BE COMMENCED UNTIL THE SHOP DRAWING OR SAMPLE HAS AO.1 SENERAL INFORMATION Zmo BEEN REVIEHED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER. AO.2 F.A.R. CALCULATIONS 5. DIMENSIONS AT EXTERIOAYINTERIOR AO.5 DEMO PLAN q. NOTE: ALL UTILITY BOXES,WALL VENTS, ROOF VENTS AND PLUMBING DOORS AND WINDOWS ARE AT THE 1.1 IMPROVEMENT SURVEY Man STACKS/ RISERS SHALL BE PAINTED TO COMPLIMENT ADJACENT EXTERIOR CENTERLINE. CONTRACTOR IS 1.2 eRADE CALCULATIONS SURFACE COLOR. RESPONSIBLE FOR ADJUSTMENTS IN I.3 PROPOSED SITE 01#1 0 ROUGH OPENINGS WHEN MANUFACTURER 1.4 SITE/ROOF W RIDGE HEIGHTS 10. NOTE: ELECTRICAL SYSTEMS, EQUIPMENT AND COMPONENTS, AND HEATING, IS SELECTED. ANDOW MANUFACTURER O.1 GRADING AND DRAINAGE PLAN t*E-HO VENTILATINe, AIR CONDITIONING AND PLUMBING APPLIANCES, PLUMBING TO PROVIDE TEMPERED SLASS WHERE L.1 LANDSCAPE PLAN FIXTURES, DUCT SYSTEMS, AND OTHER SERVICE EQUIPMENT SHALL BE LOCATED REQUIRED BY CODE. L.3 LANDSCAPE PLAN ?11 Â» a AT OR ABOVE THE DESIGN FLOOD ELEVATION. A3.1-AB.2 EXTERIOR ELEVATIONS 6. PROVIDE SOUND> INSULATION IN WALLS, A4.1-A4.5 BUILDING SECTIONS 00 11. REFERENCE SECTION 525.1.6 OF THE INTERNATIONAL RESIDENTIAL CODE FLOORS AND GEILINGS OF ALL E.IA-EB.A ELECTRICAL PLANS Â¢Â©U FOR PROTECTION OF WATER SUPPLY ANC SANITARÂ¥ SEWAGE SYSTEMS. BATHROOMS AND MECHANICAL ROOMS; 12. REFERENCE SECTION 325.1.-7 OF THE INTERNATIONAL RESIDENTIAL COPE, ALSO SURROUNDING ALL MECHANICAL "FLOOD RESISTANCE MATERIALS" FOR ACCEPTABLE BUILDING MATERIALS PIPING. USED BELOW THE DESIGN FLOOD ELEVATION. 7. SEE WINDOW AND DOOR SCHEDULES 13. ELECTRICAL SYSTEMS, EQUIPMENT AND COMPONENTS, AND HEATING, FOR INFORMATION ON DOORS AND VENTILATING, AIR GONDITIONING AND PLUMBING APPLIANCES, PLUMBING ININDOJNS. FIXTURES, DUCT SYSTEMS, AND OTHER SERVICE EQUIPMENT SHALL BE LOCATED AT OR ABOVE THE DESIGN FLOOD ELEVATION. ISSUED FOR DATIL SMR SUBMITrAL 10.31.07 PROGRESS SET 11.19.07 SMR DRC SUBM 1*FAT. 2.14.08 DRAWING INFORMA'I TON SHER'I DATE 2.14.08 Pl{{91:cl 1310 RED B Uny. DRIVE AO.1 'NE[cISV INOLLE;L-13 GLIZI 01â‚¬1 v.. t.leteÂ©-f. ''- 0!'891-/ ;~De-Â·u, Â®Â® Â®Â® Â®Â® - - -, *4: 1-- ir--1 M k-~.14.1 mÂ« F524_ -4 *m-- PE Â®Â® 0, 4 r F 1 4411 COa~ID PORCH Hil 75 In , 11 , 1111 -- Â· U g * I , 1--9-1 1 1.- E--------7 =11 0------4 I. - 11..A i \ 1 ilt' Â»Â«11 1-2- Ili g 01"110 1 1 1 1 1------- 1 1 \74 71 1 1 pi V : 1 JOHNMUIR 1 1 1 / 1 1 rrÂ·- _ 5,Fil 1-1 1 9 4 111--Es~Â¥2... !1 ~ I ! 13 |=- - F l.~-J l#4.I 3 1 1 ARCHITECTS INC I K-I =t= 11- - i , r.1 HOOK O 111 - 201 MAIN STRE] T #304 1 111. - --9 E - (~:_J _ 1 c. Q/-- -1# -*LL/Â£* L <7,1 ~ ~ TF79\ CARBONDALE COLORADO 81623 | ' || .u < r 1.. ~ 11 /4 (970~ 704-9750 a.AT .0041 ,0 2*-i-*U[g t=J #EEdi 0 1 L.L 11 ]>Mail: jma@sopris.net EL-11 1 Phone: (970) 704-975 L_ ~ Fax: L ' .9 -r-11 1 - -U........ -J-- - gl= -E== I 14 n.: LU 8 1,9 0Â« '0 i T--4- ZI (970) 704-0287 ~ ~ :'- J A~ h Iii - 3 - 140 3 \ tut 11 - CO U / 8 I F --. - . I 1 1 I . - 4 Il - tro F . , 1 0.1114 11"- I.- ... . . 019 /Â» -.........1 ' .....--; 1 H F.:9 , ID 1 4 U 11 1 1 41140 --- 1.-rl 1., . -ILL 11 1 r~ :--Â·.-. rl ..i 62 r-3 1 1 1 -..11 1- 11 Lij 11.- -- 1 1 1 L 1 .... 11 C 1 1 1AAâ€ž 4.4 - 1 1 113 1 1 I -c=ini Â· r hy , \li UU-/ 1 1 + r---7 1 ..wl i , Â·Â· .. 11 L_____ -7 1 1 1 11 L- 1 1 1 i 11 n -3 1 L------3 v "~' 1-1 ---L-- ~ - l 11 CCNmeD PORCH L-------2 -- B r -1 r -1 Â®Â® 0=2 6- 6 -0= ==4 L _] L J ) L_ _ _ __p; 11 A COV- /01.H 1 0> I I 02> I E- 1 1 1 1 1 MAIN LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN | L________-2 1.-----*-----11 29.111 Fr------ 454_ t -1 IC -==711 L . 1 1- 1 4111 ---- - 11 7 1 -TH 1 -- 1 -- -- ~-8--6 Et --GYJalll 0 ~--4< ~ --1 1~ - IL, 11--4 , -a TIC,â€¢TER 1 \\ : 1.11 L..0.r - 1 11 0 1-1 1- -I 1 ki I U 5%4 1 *i lu 1 :1 - 1 - I f--'11 -Â·,r~ -111- 31{ ==9 1 -171 - . 1*/ - I =W ? 7 1 j I W b //-7 4]- 3-1 ; ~ -2 7' T-1-1-~~1 11 1 --- T . 1 ''2'294| Lk=.AIt L=al-1 '-baN! ~ -~ f -1- - KJ- 1 r t, 11 UVIle' 11 lilli ~ f.1 --- r ul 1 11 -[1116-1 1- 11 1 + E E- 1 ~- -~ .-i 1.t t, 1 1 4 1Â»151-1 ----IN) = P | .-0 - q F- op 1 L 111 r- n 7 46 C -2 -41 3-_r~tll ~ 1 --- \' i J---- 2-5 2-2 ..r=FT -. r " " , 1) 1;..91 11 { 2 44- U 01- 1- - d / 111 I A---Ir- 1 H 1 - 11 59% 11 . 111 ..7.1 I 11 , 7 1 At:PU FLOOR PLAN .0.1 ...... r/\ 1 '.,1 1 - / 1 -- I--- .-DI'/010" --1 \ 1 4-P-hill - 1 pi_ir -'53â€ž,~=- ~-J~ 1 ALLOWABLE FAR. F.A.R. ISSUED FOR DATT - SMASUBMI17Â·AL 10.31.07 26,515 Sa. FT MAIN LEVEL = 3,243 + 541 Sa. FT. A.P.U. = 5 ll Â· ~ PROGRESSSET 11.19,07 27,11'1 Sa. FT. UPPER LEVEL = 535 SMR DRC SUBMI'l-fAL 2.14.08 LOWER LEVEL = 5012 - - ~ 21,11 9 NET LIVING = 1355 Sa. FT. -15000 12,1161 Sa. FT. eARAGE = 768(-3-15 sq. ft.) IP 1 GROSS = 10,125 M. FT. 12,114/100= 121.2 ADJUSTED F.A.R. IQI.2(6)= 727.2 K- 11 MAIN LEVEL = 52Â¢15 || |~ /| LV-1 A.D.U. = 5ll UPPER LEVEL = 555 4"%'acwâ€¢L / St'OIRME LOWER LEVEL= 451 IRA'XIII NET LIVING = 4,114 Sa. FT F.A.R. GARAeE = 5q5 PORCH Â® BREEZE WAY= 18 GROSS= 5205 50. FT 2.14.08 PORCHES= -172 Sa. FT PIt(,Ji.(71 LOWER LEVEL FLOOR PLAN - *W 11 -----31 1310 RED BUTITE DRIVE BALCONIES/ DECKS (+18"ABOVE 5RADE)=124 Sa. FT 4,500 Sa. FT AO.2 +12-1 Sa. FT ALLOWABLE FAR PER LOT SIZE= 5,22-7 562. FT. 5,22-1 M. FT. ALLOWABLE FAR. 15% DECWBALCONÂ¥ THRESHOLD: 5,227(.I5)= 78>4 98. FT. rv-[1 1[AnICI 1[11171 OIâ‚¬I 1[DNE[GISEIPI OGUIOUOD 'N BALOONÂ·f . e 1 144 911153: F e , J zoliI N 0% U,~iR~*~ B0RM Itt-;15*58,E &'M-*#* 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 0 0 6 11 - Phone: (970) 704-9750 Fax: (970) 704-0287 0Â© BAT'H GLST. E-Mail: jma@sopris.net f --[--1 ~ 1 1 10T BALCORÂ·r UPPER LEVEL 1 PKrio 3,4.-GONÂ·f . NEO I 1 SHED 1-- I n 4/4 1 u LIVING =C. RM. 000 0 ~~â€ži o 1 1 PATIO ~ I M,+ -1 â€¢ 2 1 U ' ~T GL . 26=_ STORASE PININe ---0 O [Tl pill 11- 1 . GARASE 0 ==0 L ---1 0=1 1 SORM. 00 N DE 101-51-1 7 - -- L .,Ak:71Â©f N In-1 1 ,21~ r- 1 - I E-]Elh rl-4 i ,-1 r- LOWER LEVEL MAIN LEVEL ISSUED FOR DATIL SMR SUBMITIAL 10.31.07 PROGRESS SET 11.19.07 DEMO/ EXISTING FAR SMR DRC SUBMI'II'AL 2.14.08 SCALE: 1/8" = 1'-O" EXISTING HOUSE UPPER. LEVEL = 742 50. FT. MAIN LEVEL = 1750 50. FT. DRAWING LOWER LEVEL= LI 07 20. FT. Â«\\-\-i EXISTING BUILDING DATE NET LIVING= 5,6261 SQ. FT. 2.14.08 GARAGE= 612 *G. FT. PR<NIÂ·en STORAGE= 77 I 50. FT. 1310 RED BUTIE DRIVE. TOTAL= 5,012 50. FT. AO.5 f V-NOTOD 'NE[cISV- Vicinity Map Improvement Surveu Map 1 " = 2000' Lot 2, Block 2 Red Butte Subdivision Clny 4 / 1 cy - _li _ rn . ./ I. 1 EIC SCALE N FEET ) 7 = 20 k iment as described ind cop L.S. #33638 's described. Tree os deser/(bed. cs described. two rebors found along the Westerly th on megible cap, and o plastic cap, LS. No. 14111 '40" between said monuments. psent a title search by this ership or to discover tronces of record. All bwnership, easements or other rs been taken from the ck 2. Red Butte Subdivision Page 288 ond from a Plat ge 83. eosements. rights of way and/ or requirements cords of the Pitkin County Clerk & Recorder tity of Aspen Benchmark S-159. g token from FEMA Map Panel 203 of 325, i Date June 04, 1987. o Registered Land Surveyor in ,ereby certify that this ide under my supervision and is true my belief and knowledge. rprovements on the above described 1 2007, except ut#ity connections daries of the parcel, except as icroachments upon the described Dn any adjoining premises except as no apparent evidence or sign of ,urdening any part of said parcel, sm i 0/2-1 log 1 4~ 33638 Date %9 NoticeÂ· t. TUTTLE SURVEYING SERVICES According to Colorado law, yoU must commence any Legcd action based upon any defect m 226 Heather Lone 9I=e. e 1310 Red Butte Drive Drawn by: S J this survey within three yeaTs after Vou Improvement Surveu Moup Date:10/24/07 first discover such defect. In no event may Glenwood Springs, Colorado 81601 any Legal action based upon any defect 91 this slowey be commenced mon than ten years (970) 928-9708 (FAX 947-9007) Aspen, Colorado 81611 ,from the date of the certification shown TUTTLE SURVEYING SERVICES heTeon Jeff@tss-us.com .r., .... I. ./ : I ... 1 , . 0 ... 0.0 .. 000 -4 , f * + I I . I. I , m - 0 . I , .. ... I ... .. . :I . .. . I l ic . , /1/ 4 - 0 - I. .... .... .. - 0 . , . 4 4 , . i % -. - 1 791 . ...4 '4Â»12 Â¥4, 'N *. 1 ~. . 2 0 -W ie . . . 4.. 1 -0 0 4 . 4 . . .. 5 9: r I 'jyr ' , . 0 0 -:: . 4 .4".7..+C'.Vd. :1:. 0 '. -Â«4*64#4'.#4 I ' .' . ' 4. I --27442'mir.al , -,40%~C~Â¥7 4 0 0 / 28* .7.L<- -1 4/ .. 4~ Â· 4 ~T ' i. d V:82' 40, 2 -471, 'tbtipt Â·: .1'. 41 1 1 , , ./ + }'.9. . . . .' I... I .. . r 1 .9,4 0 4 I . Ill - - 40., j -It *~04:6.4 I I L 4. . .tb,4-p, 01--- th?st.Iilli// ..Ii . $ #:....r. ~ ;6022'.:019Â·:.lfÂ·~>.Â·1,4. ,~,..... L,14'C:61/1~:Eit%73~-/P.,4. - h . 9.7. ' 11.Â·Â·19#.' *Â·':/.''*u#~. ' . 4.5,49.f...:Â·,Â·9-Â·iy/&:Ci;1' D rfâ€¢â€¢. - .4 - 4.4, ... .. . . . r .. .. 2 . I .. . , 7 - . I.* I. '.' ' L ... 0 '25, I ... . I . 0417 . 4 A \ 0 .' e / 4 I I ./.-' I I : 0 .' -'. . .I. - 1 . I - I . Br ' . - . I -' . 4 4 ......... 2 . 0 .. - - I- ..:. .. ..4 - I ' I -' I I - I. I .. .. I . .... . I. . Ill , ./-... I = .. : I . 00 4 I I ' L '. b " 1 . e 1, f 1.1 , I: l -1. 2 - Vicinity Map Improvement Surveu Map 1" = 2000' Lot 2, Block 2 Red Butte Subdivision Situated in the SW1/4, Section 1, Township 10 South, ttleco. â‚¬1,--r 3Yte .1.4% Range 85 West of the Gth PM 61 i ' 1 00.44 r.3:wer 4 \ 7.50' County of Pitkin State of Colorado 31 Â· .4 44 14 '' 44%%1,719, % -3 6 1,4. â‚¬24. 1 4" I. 6 0 4 Afitur I c'*7 Wew Dr ~ ~' : ' ~ 4 * 4 Snowburny in ; LS NO. 14111 982~ Â«.O ~ Cattl Â£ Found Rebar & Cop -- *~~%*~*~~~4 \ >st#. '* 44~9444 '' 9 Bunny Ct \ f \ < F- 15.00' ..â€¢~Â£ 'ty' b : mie.3 / A .424 '9 82 0. .. 4# ,50'Wl 4-- 4 \4 4 9122 - 0%4 +43.- 43. i \ 12 - 97 b ..22 1013.0 .; 9 .. j I. . 1/1 Concrete --__ %4~ Â»L-7Â» 4 0......1 . 4 . 94 i.i Abuttmt Re Frontoge Xy 7 U.... I 11 1 2, .06,3 4,9/9 : N 9 45 b Â· , =4 #/ P 9 9 1 07 1 W. 3 - 5 & 12 - *10 4 04 2, q :0,4 4.midi .1 ... 14Â» + + - 4 1.t~ 11* 47& + 1 \ + Found ///090 + M**i~ 45 _0~ Â·~ 1 15. , . 0. f 4-IP; 4 r,~'. t Rebar dc Ca + 4 41+.fn.- 71 + 74+ I *~ 40'0+ .câ‚¬ li * 760' 412 + 4 41, 0 h - e v. ; I tried ' 0-24>v x--- -x> (4 +44 4/ //,Â¢ 1 2 <2 2 4 .,oq/ itchbox + *+El 9,0 +4 40 / 2 0 0/ + d City of Aspen 0/ S-159 anobt~ - 2~ 42'* 1 /4.9-Nk ytis~~44<,- 04 /0 4. 44*ts,bL / /(\ 9 ~ GRAPHIC SCALE ..43'/'i'42/ 11 rest 7t~-~ 4 + 4% 4 hi . 4247 J ..4 + 4, + / .-9 2 / 4 Entry Elev. 7.,m, '99 Found, Rebar dc Cop -41 (IN FEET) ; 2 -1. / 7743.24 . 4,44 4 .S. No. 25947 1 inch = 20 ft i //1 8 6 -1 0 + - j. J L loot E-/ev , - dfitA 024Â® 4 / 01 -Jing /7 7749.13 -Â· 4 14 5 4 Legend and Notes: - a indicates found monument as described. 24" 11 49 < ~46& 4- - 0 indicates set rebar and cap La #33638 Spot Bev *18 Deck Elevation i= / /~ ~ Y 774&62 7751.73 5~ (2) - - Indicates Pine Tree as described. 4 44, 4 1 - ) 36 L -i / Rk-N"000 4 . 750.5M 4 ~ - ~ indicates Cottonwood Tree as described. >44 1 4 7 Found, 4 0 Â»bter valve Entry way - 03 indicates Aspan Tree as descr>bed. #5 Rebar ~~_ j Ffish Floor Dev I .3.</06 7751.77 SW Corner Bev. 7147.68 . 6 Te tf ~fJ,4 / 31# - \ \ indicates slope of 0-20X 8= Aspen (2 48:, 0 - Lf] indicates s/aoe of 20-30* Phone 49&.. Riser \3oot Â£/ev J L o t i,2 ~__ __ __=u~34~8" (4) 1~47.61 1(71 -* - ~ Indicates slope of 30% and greater. P T~;~;rn & 2 - 0.78 t Acre, +/- Aspens ki~~ 6//422/441-/9/LEJEY,tiltaiLY % '0Â® 04. 4, Ilne of sald Lot 2, one with on Wegible cap, and o plastic cop, L.S No. 14111 21 4 1 1 * '434 -7.50' 1 Spot Elev TOTAL LOT AREA=31952 FE. - Bearings are based upon two rebors found dong the Westerly F 7749.19 Ai46 - 77#s survey does not reprearit o title semd by this LOT AREA ABOVE WATERUNE=30,896 SQ. FT. using a bearing of S4158'40" between said monuments. .<3 tÂ«J \ 7 7749.61 1 \ 1 1400.42 surveyor to determine ownership or to discover Spot Eley _ S/ope Legend 26,578 sq. encumbronces of record has been taken from the #* S/ope = 0-20X easements or other encumbronces of record. A# information pertaining to ownership, eosements or other ft. 8= 10' \8 4 14.-/ ~rovel Â¢140 2/ 4//// - Second Amendment to Block Z Red Butte Subdivision 00 4 Filed in Ditch Book 2A at Page 288 and from a Plat 4 c Slope = 20-30% recorded In Book 27 at Page 83. 18. 1 , 1,081 sq. ft. - This property Is subject to eosements, rights of way and/ or requirements , as noted or shown in the records of the Pitkin County Clerk & Recorder 15 \4 > 1 1/ . 1,08165)=541 sq. ft. - Elevotlons ore based upon City of Aspen Benchmark S-159. - Bose Rood elevotion Une was token from FEMA Map Panel 203 of 325: 4 No. 08097(;0203 G Effective Date Ine 04, 1987. --re . +++ + + + - Slope =30% and higher .2 4 12" Pine (2) +++ 4,318 sq. ft. 4 i. 4 \ nd, Rebar & Cap <J Spot Elev _ La No. 2376 4 Allowable FAR. Surveyor's Certificate: - 775037 - 30,896 sq. ft. 1, Jeffrey Allen Tuttle, being o Registered Land Surveyor in the State of Colorado, do hereby certify that this 11 I 26.578 sq. ft. improvement survey was made under my supervision and is true and correct to the best of my belief and knowledge. A 41. 4 4 21. f 26,578 sq. ft. / further certify that the improvements on the above described Â£-2LgeL parcel on this date, April 10. 2007, except utility connections 27,119 sq. ft are entirely within the boundaries of the parcel, except as shown, that there ore no encroochments upon the described 27,119 premises by improvements on any adjoining premises except as CURVE TABLE 4 4 4 =Li~Z indicated, and that there is no apparent evidence or sign of CURVE LENGTH RADIUS DISTANCE BEARING DELTA 12,119 sq. ft. any easement crossing or burdening any part of said parcel, Cl 142.69 1183.26 142.61 S5252'00-E 654'34" except as noted. 12,119/100= 121.2 121.2(6)= 727.2 Jeffrey Allen Tuttle L.S. No. 33638 Date 4,500 sq. ft. Â£222.-2LfL 5,227 sq. ft. allowable F.A.R. Notice: Drown by: TUTTLE SURVEYING SERVICES Accordng to Colorado law, you must commence 1310 Red Butte Drive -B. e any legal actâ‚¬on based upon any defect in 226 Heather Lane this survey within three years after you first discover such defect In no event may Glenwood Springs, Colorado 81601 any legcU action based upon any defect in GRADING CALCULATIONS Date: this survey be commenced more than ten years (970) 928-9708 (FAX 947-9007) Aspen, Colorado 81611 ./tom the date of the cerÂ«fication shown bereon TUTTLE SURVEYING SERVICES , â€¢/*,Des-uS. Co,n 00'g~85 b '0~ Vicinity Map Improv ement Su/ru eu Mcg) 1" = 2000' Lot 2, Block 2 Red Butte Subdivision f. .. . : i i Situated in the SW1/4, Section 1, Township 10 South, 4114>0 * 4 -Site la Range Â£55 West 0/ the 6'th PM sitierkin 2 2 +16 County of Pitkin, State of Colorado i 1 1 / 4 \ 7.50' 1.- 60 .4 e.. ' / rra; 4 4 5 *Â·. : ~Â· '~7'J] ~'Â« Ccttt .lor . M~untal? Wew. P, 11 %) Â·~ *i 4 Dr L.S. NO. 14111 4 ar. SnE,Â»unnY b * Found, Rebar & Cap B L 44/ . 0 % Bu'lny Ct \ 7/ 15.00' ./44"A . . mer'*494 Â·% ' pad 3 I. 7.50'~ e>. % 4'. 49 44''e 11 1 ty 't . Approx#mate Location ..f./ Â§tz& 3 \ 94> 454.'. .Ge AP 4 %> 444 4*p 0, ..." ta . 413 Top of Bank ca recorded 116, 6, 40*/% j,44'* 12 c I, Book 27 pop 831\ o the River mi k ?. 4% 0 32 1, e , ... ; . 01*f t. , fo ).1 ' 1,04 Â· 44 / / 30 k -% .4 C i, 1 3+4414 A- Ab =6 /le'*>426 14 " 1 L ~ Â·22-2+'\18 Â· . 4* St; % 4 4 Lot 2 .44.,6 7 15' set back from top of bank, 7~ / Found #/eg*/82 \' 'U<., 4 3%0%% f %4,21 - .9 5. 0 Rebor & *\\\ , \ v -0 781 Acres, 194 <64<~* ~ %.4, / .4 i .%4,9 F,-* :. B. 7.50' t . 4 :... / El*theal 9 .?.... 4 8106 4 / 9(vi(chbOX .4, .Â· 4, f-/,7 / \46. ...4 \3.. 14: 0\ 44 446, / . 0/ / 7Â¢/y ~ k N ,% h Â«4 \ -71 - sewer . ' A. 04.0Â« City of Aspen ~ -t>me Â£(t~ . .t~ ...~~ >G# Ii< 1Â».,94 20.00' ~ S-159 A . FL#-2 ~i f . 64.- 4 h - - , le: C , . " TP 05/y r >. ....% h"Of % ~ r.xy GRAPHIC SCALE %.,k> %% .~6 4%'. 4 4 /, .% .7,4 . 42 20 e 1 / \Â». Found, Rebar & Cap \60 . .S. No. 25947 9 7. i c -"t~0 (ni FEEr) yah 1 inch = 20 ft 5 +2/& -I Â«. . 12. asj. â€¢i e 1 40 96 44 % 0/ O + 1 1 k -,4 0 0 Legend and Notes. 4) WV <~~Â©~~, , c - 0 indicates found monument as described. - S indicates set rebar and cap L.S. #33638 /5Â£/;ebar 4 / - ~ indicates Plne Tree as descdbed. Water Valve 5 It' SW Corner 39 " 0.42 / 7 44. Bev. 7747.68 â‚¬ Test Â¥it 0. A A - * indicates Cottonwood Tree as described. /0 /1Â» C~ Phone 4 - ~ indicates Aspen Tree as described. d Riser 0 pot lev.1 58'53*W 47.61 \<&- ~~~~'~~~~"~~~ It> ~ Telecom f / 16 Riser ~ .7 94 Â·f ~ ,%. 9 Oct *b 0 / r - Bearings cre based upon two rebors found along the Westerly \ Spot Elev , line of sold Lot Z one with an Illegible cap, and o plastic cap, L.S. No. 14111 ~ ~03>~126 /-- 7.50' ~7749.19 4 using o bear,hg of 5415890" between said monuments. le I 4/4.50 ,/ i? 46 - 77* wwy does not represent o tme seard) by this / *bL Eley surveyor to determine ownership or to discover 6 77481\ // 4 1 1 \ / 1/V, easements or other encumbrances of record. All . information pertaining to ownership, easements or other encumbrances of record has been taken from the f ...3 //// ~ Red Butte Subdiwkion Â£ Second Amendment to Block 2, / /Grove' 0.// Filed in Ditch Book 2A at Page 288 and #om a Plat 1.1/ lp,11,Â· \ recorded in Book 27 at Page 83. i I - This property is subject to eosements, rights of way and/ or requirements ~- Â« =.2750** as noted or shown in the records of the Pitkin County Clerk & Recorder - Elevotions are based upon City of Aspen Benchmark S-159. 4 â‚¬20- ' ~ - Base 1900,1 elevotion Une was token tom FEWA Mop PO/78/ 203 of 325, No. 08097C0203 C, Effective Date June 04, 1987. 4, A_/ Found, Rebar & Cap Spot Elevj 1 L.S. No. 2376 tL _â€ž 7750.77 Surveyor's Certificate: f- 4 Jeffrey Allen Tuttle, being a Registered Land Surveyor in the State of Colorado. do hereby certify that this improvement survey was made under my supervision and is true and correct to the best of my belief and knowledge. 1 further certify that the improvements on the above described parcel on this date, April 10, 2007, except utility connections are entirely within the boundaries of the parcel, except as shown, that there cre no encroachments upon the described CURVE TABLE premises by improvements on any adjoining premises except as CURVE LENGTH RADIUS DISTANCE BEARING DELTA indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, Cl 142.69 1183.26 142.61 S52*52'00Â»E 6*54'34Â» except as noted. Jeffrey Allen Tuttle L.S. No. 33638 Date Notte: i TUTTLE SURVEYING SERVICES Drawn by: According to Cotorado law, you must commence any legal actâ‚¬on based upon any defect in 226 Heather Lane Proposed Site Date: 1310 Red Butte Driv â‚¬ ftrst discover such defect. In no event may Glenwood Springs, Colorado 81601 ,\2004\scan2,bmp Aspen, Colorado 81611 this survey be commenced more than ten years (970) 928-9708 (FAX 947-9007) from the date of the certification shown herein, ~ ./40Wiss-us. com 4,049 009991 ...r L--4-1 \ 1 106 1 5 03~40 41 Vt / 1 1- / k ~rical *chbox \\0 01\43.4 \\\ .2 4, 6/ 0 Bte/ , 44 - p 1-144\0 ,/4/ i 6 y 11 f/l 10311 1 7044, 0 \\\\\V //f %/ 1 y Q i 4':'ti~ 62*.~4&~41 1*.'*- 8 9 06 .i.t..7 0/i- ''t..F'..f 4141 /2 // 2 7/4--- 242 1 1---/\ \\\---4--- 49 -~ 7 -1 -0- i jewer en 6 3% 77> tdÂ« te 49 \--Â«f------~~ 11-2 20 00' 201 MAINSâ„¢EX #304 CARBONDALE COLORADO 81623 egn (970~ 704-9750 / 01 1\\\1 -fl 4 1 49*61 Phone: (970) 704-9750 - (~4 Fax: (970) 704-0287 2% .'*- i E-Mail: jma@sopris.net 1 3 9/3 . 47 N a /2 1 14{9 -91 Â« V - -'... <CT.T.:.2.2.2.1.-) <3 ' 0 i . 7, : f TO 2 \ / hi y. 1 , gbil lis N . de f. r 1 . 9 9 9 '4 9 0 79 \ 0 \ 6 P.''~A~26- -f 42 - 2 49,- 13 '61/ 1 -th f// 29\\\LIMMMNiMMME3~fifiliMMMMFiEE. 49 Found, Rel 2 6. ,<72 4 TeS u. 3 4// 1-4 L. S. No. 2. 4 ,/ h . A + / H \ , 4 4 ./F ; 4 7730*v. ,/2 y ft . 4\ A 4 9 / / 10. -/ / 11 f Nef 24 7 ./ / el \ 1 / 4 941 97/ 264.-~\ f 9 A.4 fy \\\ \0 7 \.32 Â«fo 17 /54* / 0 7 - af,%335>Jok U , â€ž- , f 7/ f ~3 rb ti-/ / 0.2 Nes,4, I A. 4 21 % *dj?- 1 V ..1/92-- \ 0/ 1 11' A # 1 v <.% CAZY, 06" NEO , Â¥ r., 2 ' ~ /'7/ 44- tin \= 1 0 : f .0 4/ 71/4 0 2 f 04 94 / 1 1.1 4 14 ,im/2 1 1 *64 4 n #4~~ / 1% /%/ 4 ~ <09 c*Â»0 7 24 , 4 \ 0 \ , t/ / f#Â« / . e. f/, 4 7 6~1%11Â»f / ck 0/> f / 14//0/1 / elf// /j/ 0-?/f + te .. / C '5 4/ / 7 , f \ 4,4., A U i /9 24 4:'qz. Fp . '5\41 6 // 7 \ / 4 1 33 4 J. 02 e / \ 1 /1/ / ,/ 4. SITE ELEVATION & 5~f'/ fitf 1-4.3 4 4/De * 4 Water Valve jf F. F. 100'-O" = 4 +10/ f i/ .: 64 2. 0*-- - 6 + 04 17> '"I 4 74 0 x m IR / 09(460 . i 4/ C :,A 1 41 e // e L k I Q 8.44 /t Â·61, 4 \ 3 0 Â».: * O Test ~ ~ ~ % i , % \ //t~ 24? 14 A % O SITE ELEVATIONI O 0 Un f r 1 1 /4 mayo 0) SUB PLY 100'-0" = 4*' rt 9 4 00Â« 6~ 7,750,0' NOTE: HIGHEST , < 0/v 0 At / LP RIDGE AT ADU IS ~ .~ - , 6 22' ~Ne - ~ LESS THAN 25'-0" Spot lev.~ rlit 68" / ABOVE EXISTING .7 JA V 0-7 Â¢ 47.61 GRADE. 4/ veâ‚¬ 4 f / 24.42 1 464 Telecom .'por>p -9/4 4 /////Â»Â» 11 \\ \\ \- i / 4/ - Ge Riser .<0 - %. 4-f et Â« \45 .OR 7 50' < R Spot Elev , 4 le 74 90 9 1, 6 L . e / -4 29749.19 1-1-\\-- ff \\ // 01 \\~ .4 111 1 /,/00. fi k A /i ISSUED FOR DATIi SMR SUB:UTTAL 10.31.07 '10 , /rep A.0/ f PROGRESS SET 11.19.07 / 4 % \1 2 \- SMR DRC SUBMITI'AT. 2.14.08 Â»t~ EletÂ» / , \ i N 921 1.9/ 4/ i 43 0, , 4 â‚¬ P i e .Â« 19 '4 / \ 11 ) 7411 f ///f Â« / I)RAWING hWe iLL 1310 RED Bt rl-E DRIVI ~Grovel 01 ,- 1)A'Il / RIDGE AND EAVE HEIGHTS 2.14.08 / SCALE: 1/8" = 1'-0" .q'â‚¬1 --73 0//// /~ /\ -2 /4 f Al.4 90. 1 - 1 \ \:L .\ 1 / 1 \ %. STEEL OR--j 2.LErLYQI \ >I \ r.\ .~4 -~.-~\ -*: \\ ....:%.- ...~~*:9 V ~..:\\ \ \ . Â·./ -Â·44 I ./\ I .>320- : . 03 FC Fll BE MI BE On 00 4 2, L GUA ALL At DR' INS i GUI 0 77= 1. 2. 3. NO 125 AND DE ]AILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. ~ ' '- -05 \ /// -7750-- AA--\ AfARIES 5' AND 6'- 4. CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER ~ - NOTE: PROJECT NO.: 08010 / /0 1. ANY DISCREPANaES IN THE SO/L AND l-- NATIVE SOIL WITH A MINIMUM PERCOLATION IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. Â« i GROUND WATER CONDITIONS, SHOULD BE RATE OF 20 MPI (PERCOLATION RATE TO BE t 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. o REPORTED TO THE ENGINEER IMMEDIATELY. VERIFIED AT TIME OF CONSTRUCTION) DATE: FEBRUARY 13, 2008 0 2. THE DRYWELL SHOULD BE INSPECTED - 2 FEET MINIMUM ABOVE GROUND WATER TABLE 6. ALL EXCAVATION, BACKFILLING AND COMPACTION SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORT x I %\ YEARLY FOR REMOVAL OF SEDIMENT. Â·~ NOTE: - AND 2 FEET MIN#vIUM BELOW THE LOWEST PREPARED FOR THIS SITE A - - SITE PLAN BY JOHN MUIR ARCHITECTS, INC. FOOTING ELEVATION DRAMNG NO.: 08010GR-DR.DWG 7. ALL DESTURBED AREAS WILL BE RESTORED AND REVEGETATED. - LANDSCAPE PLAN BY ALANE DESIGN & PLANNING, INC. \ ~ - TOPO BY TUT-n-E SURVEYING SERVICES. ~ SHEET C-1 NOLLdla0530 3170 'ON 30.NBIGISHN MO.LSRO 6806-9Z6 L JxaDMJ3 9917%8~~1 101 129 LE .... ...... ... ..:. .illi~llillilillillillilli~~I"lillillillillillillillilillillill D. 0 - . , I.. ./ I I ' . ~' .- - . . .. / / / 0 . 0 0 0 A , ... ..A A . , D 11~*m:UNI**1111*in,umili*,11,~ip,ilit, it,~ti~mi~,11 , . I 111,1,1;111== f 1,1,1,111 imilil l Il mon,Niku.Â·i ~ .. 0 .0 , 11#""imlitimittÂ¢111,11,1)....0}111'11.11'121 i. j '11â„¢11,1,11:,~1*11,mumuumila,untimummmAN,m,â€¢ 4. ..1. . A . -0.all......... .. 0 I I.Ill D . 1 0 .. 1,1.*,1,1.1,1,1 j M.,1,1141,1,IMMMIN}im mi mmirmmi" - illiti~:X::;::::;::; , . .fillillillmli: :Ii:I: 11:ililliMmwl.Ii#,/ 0 D , lilli. 1 11*0ilill*11110 ................ D . lumimilm H mittilitimitti,tuititmiuim iii:imt,il m.uu 11â€ž . 4 1 ium 1,0. ./ I -, L, 960*. lilliâ€ž .... - .A .... â€¢ A .. .. I . ** 0 'f /. 0 4 01 + 0 I ... .AA .. h . r>L .0 .... ...k- 4 0. 0 - 0 M. I 04":; ** . *mil .. . . / 0 - ./0/0:mulilillillillllill/'ll. . 4 I . ... 0 4 . 0 - 0, 0. . - ... . a : p t. D . .. . . .:. A. 0 ' 6 f % .. , 0 4 %/4 4%99 0 .. ... . I. .. 4 . .. A .. 4, h ' - 4 â€¢ 2 31. . . . 0 .. - 4 . & 0 ' 11 - . . I. ... 0 4 . . *7 1 Iny . #EÂ¥ Â¥,4 . \ 0 6 4 - . .- ..0 /0 , I . : 44= 0 . . .0 , 4 4 .... I / ...1 4 . . 1. 4 ..r . * 0 4 , 0 . W I ... . 4 49 0 / 0 ' , In . L. ./ .. m 1 0 0 0 / 5 4 1 .-- . I I 0 6 . 4 0,0 . 1 Â¥. A / I D. .....D / . . . 4 . I . I. : D , . / ..-. - . - 0-,0 ..:,7/ 0 0 . .0 . .1 . 0/. 0 0, , .D.- 0 / .0 4 F 4 4 L~.'L......1. ' 0 ..2................ .- .. . - -0 0. 4 - . 0 - - - 0 . . ... 0 f , I. f 0 0- .. -.. . : 0 \ ./ 0 D DI .. ... 0 0 . . D = 0 -0 D . 0. 4~2622 . D I. . I , , 0 4.2 2 2 'I":I /0 - ..r...r..r.,2..2.2 . 4..2 2 4:*=2, - WN*S , 7*S-%545*A A f. .0, 444449- . i . I . 4 22 .. 0 - wmlmÂ¥ - .. I. : D .... I . -04 vt - 1 4 1*4 -44 ~ DATE: 9/3/07 / DRAWN: CM LANDSCAPE SCALE: 1" = 10'-0" KE I CHKD. CM SF SHEET# \ L-1 /1f/ OF ~ SHEETS N , REVISION B) 9-8-07 CA 9-14-07 CD 10-18-07 0 10-27-07 CM 01-31-08 CM 02-09-08 CM -High Water Line 1/ 02-12-08 CM C m a> a. Approximate Location ~ , Top of Bank as recorded ~ - in Book 27 page 83 C -1 I. /. -15' setback limit from top of bank and Specifications - on are from building plans and topographic information provided by John Muir y Tuttle Surveying dated Aug 2,2005, updated October 24,2007. and subsequent ctor shall verify all conditions prior to commencing work. Conitractor is responsible ies no liability or responsibility for accuracy of existing topographic or building ctural design of driveways, sidewalks, streets or retaining walls. Alpine Design & iability for safety of design. All road and retaining wall constructjon should be civil engineer. Contractor is responsible for following recommendations of and providing input to this project under contract, and building dimensions prior to commencing work. Contractor is responsible for o house or patios, site shall be graded to maintain positive drainage away from ubs, perennial planting areas, patios, walks, walls and pavement shall be laid out 3 15' setba~k from recorded top of slope shall be approved by City of Aspen Parks r revegeta~ion of all disturbed areas according to specifications contained herein e Architect- unless prior approved by Landscape Architect. Erosion control netting may be W home, ddves or patios shall be stockpiled on site for reuse on site. s to be revjewed prior to excavation of new building with City of Aspen Parks and protection I and revegetation methods to be used, All constructed improvements e removed at demolition. Parks and Planning personnel must approve any re- plantings done in the 15' setback area prior to installation. Any and all retaining e staked in field and then approved by Parks and Planning personnel prior to ion may require additional topsoil; verify conditions with Landscape Architect prior ..1 ast, raked in by hand and mulched with straw or other approved mulch. Native op of slope to be determined in consultation with Parks personnel to determine :plication. Â·epped Â·ior sod, topsoil shall be placed to a depth of 2" and fine graded. Sod shall within two weeks of installation. Sod areas shall be graded with positive drainage ct prior to installation of sod. Ility topsoil, and 40% compost shall be imported for all areas to receive .1 lepth, 8" or as needed to achieve finish grade. Soils in planting areas shall be Ic matter on site to satisfaction of Landscape Architect prior to installation. Soil Im mixes installed prior to approval shall be rejected. ipproval nt Landscape Architect. No substitutions shall be made without prior 4 04,: 6.21.4 co installed or stored on site until final acceptance of work and shall be responsible e )matic underground irrigation as follows. Sod and native or wildflower seeding, ennial/groundcover/shrub areas - micro spray; trees and shrubs in native areas - or irrigatioh overspray shall be irrigated in a separate bubbler or drip zone. A water native revegetation areas within the 15' setback from recorded top of slope. )r two growing seasons. d install all irrigation zones, including all valves, heads, pipe, wire and controller ... a) o approval of Landscape Architect. Contractor shall provide "as-built" drawing of p, clock mainline, laterals and all valve boxes prior to final acceptance. structures,are to be constructed by others and are not a part of the landscape .a t material to be healthy and in good condition upon installation and for one year ~ eplacements needed during this year shall be made without cost to the owner. TREE PROTECTION FENCING ~ ~|~r&/ Lanascape Arcnliect snall issue Tinal acceptance dnly upon completion of all work and submittal of all verifi ed invoic ng < SECION - No Scale ~ 1"= 10'-0" -- r \K,l//Ill-/Al-f-fUNf-172 /i Z-l /1/7__.- __....> - GA!30 ellng Pehl OLEL eJnpe}!4OJV adeospu e .0 0 . .. .- ... 0 0 ... e 0 - . . .4. =:. ... .. . -'-.. ..1 . - 0 1 . a . .. 9 -*.Ill -.- . . - . ... . ......r ..... -, A ,-,4.4 ... ... .- . .1 . . ... - 0.- . a. 1. I . .... 09 :.4- . ...... I ... . . I ... ............. b .. . . 0 - ~ I '-I -'.- - - - 1 ....1 ~ I. ./ ... 0 - -... .. 0 .- ..... .- .. -~E-*AL'.0 ---... 401Â§%Â¥3** 0 . .Â«41@~ 6 .... ...... b.4. NL , .4. .... 0 . . 0 - . 0 .. I . I'- I . ..... . I â€¢*Il:1 4.- ..... 0 .... *4 .0.9,1. 9, ' . A -.-- I '.--. . A 60 .1 . I. . .... . 0 11 - I. AL I . ..... 0. . . 0 ..... I-. ... 4 4. a. 4 - ...... ix / I. I A. . -- 111 V .4*~ 1/A , . . . I .. .. 0 . ..- . a. ~4 - . 4. 1, gaiaa"Zin.ililial//0, , -â€¢:mm., .~ I . . . 92,~- 1 /-~~~~~~4~~~ \-,4 4 0, .Â»0 . 0 '44 2 '*i , 6 0 - .. ... A .4 .... I. 1 -,0--".0- . 0 - .-0 2.- e .. I ./- .- - I - I - 4 ....-. ...... 4 0 W. ... .. .. ... A - . . 0.-- . . . . . ....... ...'-. I . A 4 -1,Jeld- 0 . . ... 0. I .... ... ..- - * - I- - -1 0 - * 0. . 0 . .. . I '*- - . . ..,140.,1,/--- -- a I. f . . ... I . --0 . .. . ... , ..... . -.. ....... â‚¬ ... 10.- .-0 . . D. 0 . - .... I. - . I . .. . .- .- I .... .......- - 1 â€¢ A -- I . ..... ... ... . I. . ..- .... i .. . 0. I . I. ... I. I . .. 0 ... . .... 0 - . . --69<Jk,-*C ....... $ . . ..0-. I . .. 'f. , I. I ..... 0 - General Landscape Notes and Specifications - Architects dated Feb 10, 2006, survey by Tuttle Surveying dated Aug 2,2005, updated October 24,2007, and subsequent A native vegetation protection /~~ DATE: 9/3/07 1. Building dimensions and site information are from building plans and topographic information provided by John Muir DRAWN: CM SCALE: 1" = 10' - 0" drawings, and are approximate. Contractor shall verify all conditions prior to commencing work. Contractor is responsible ' fencing system shall be installed for field location of all utilities. atthe edge ofthe demolition envelope. 0 CHKD: CM 2. Alpine Design & Planning, Inc., assumes no liability or responsibility for accuracy of existing topographic or building There will be no storage of SHEET# information contained herein, or for structural design of driveways, sidewalks, streets or retaining walls. Alpine Design & construction materials, backfill, Planning, Inc., does not assume any liability for safety of design. All road and retaining wall construction should be tools, or construction traffic L-3 reviewed and approved by a licensed civil engineer. Contractor is responsible for following recommendations of and outside of the protective fence. ./ 0 structural, mechanical or civil engineers providing input to this project under contract. The fence must be inspected by the 0 3. Contractor shall verify all site conditions and building dimensions prior to commencing work. Contractor is responsible for i City Forester or his/her designee before any demolition or 4. Where work in this scope is adjacent to house or patios. site shall be graded to maintain positive drainage away from ~ OF ~ SHEETS 94 bunding 01-31-08 CM 5. ~1 La~en~ss~na~leud~~~ls~,i.seed, trees, shrubs, perennial planting areas, patios, walks, walls and pavement shall be laid out / ~ ~ REVISION BY 9-14-07 CM 6, All plant species and locations within the 15' setback from recorded top of slope shall be approved by City of Aspen Parks 9-8-07 CM department prior to installation. | 7. Landscape Contractor is responsible for revegetation of all disturbed areas according to specifications contained herein / 94 1 \4 10-27-07 CM unless otherwise approved by Landscape Architect. 10-18-07 CM 8. No slopes, cut or fill, shall exceed 21 unless prior approved by Landscape Architect. Erosion control netting may be -- / required on slopes of 2:1 or greater. 9. All topsoil recovered during excavation of home, drives or patios shall be stockpiled on site for reuse on site. Â· 0 10. Area within 15' setback at top of slope is to be reviewed prior to excavation of new building with City of Aspen Parks and , Grading shown in the \0 02-09-08 CM i Planning personnel to determine exact protection and revegetation methods to be used. All constructed improvements 15' setback area from recorded , 02-12-08 CM ' currently within the setback area will be removed at demolition. Parks and Planning personnel must approve any re- top of bank is in an existing developed area, grading, soil placement, retaining, and plantings done in the 15' setback area prior to installation. Any and all retaining ~ containing existing building and retaining. *~0 allowed within the 15' setback shall be staked in field and then approved by Parks and Planning personnel prior to ' All existing trees over 4" caliper b.h.d. shall i Existing "island" area. (53. construction. i be protected by fencing during demolition. .-I Not riparian or wetland .1 / 11. Areas to be native seeded for revegetation may require additional topsoil; verify conditions with Landscape Architect prior Followng demolition, approval of City of vegetation. 9> 1 to bidding work. Seed shall be broadcast, raked'in by hand and mulched with straw or other approved mulch. Native i Aspen Parks and Planning Departments / ' 000 9 seed mix within the 15' setback from top of slope to be determined in consultation with Parks personnel to determine , must be received for protection, grading / e /<;1>--, 22 species, mix and seeding rate prior to application. and revegetation in this area. See notes 6, & 10. WO f n C .5 12. Wherever lawn areas are graded and prepped for sod, topsoil shall be placed to a depth of 2" and fine graded. Sod shall be installed by hand and must be rolled within two weeks of installation. Sod areas shall be graded with Positive drainage , ~ 0 - - Concrete / 0- N and to satisfaction of Landscape Architect prior to installation of sod. 796 1 13. Planting mix, consisting of 60% quality topsoil and 40% compost shall be imported for all areas to receive , AbutmenA perennials/groundcovers, approximate depth, 811 or as needed to achieve finish grade. Soils in planting areas shall be : / Ran aerated and amended with 50% organic matter on site to satisfaction of Landscape Architect prior to installation. Soil I c l system at mixed off-site will not be approved. Soil mixes installed prior to approval shall be rejected. Approximate Location - 1 nvers edge ~L ~Â¤ M 14. All plant material shall be subject to approval of Landscape Architect. No substitutions shall be made without prior 9-4 \ 0 2 approval of Landscape Architect. Top of Bank as recorded .., ;. i.. 15. Contractor shall water all plant material installed or stored on site until final acceptance of work and shall be responsible in Book 27 page 83 0, igh ate Ine 120vear flo / for survival of same until final acceptance. 40\ \/ \ U) e 16. All landscaped areas shall receive automatic underground irrigation as follows: Sod and native or wildflower seeding, 73 i pop-up, rotary, or impact sprinklers; perennial/groundcover/shrub areas - micro spray, trees and shrubs in native areas - ~C i % Â».U 4 \ gE drip. Any trees not in an area of other irrigation overspray shall be irrigated in a separate bubbler or drip zone. A temporary irrigation shall be installed to water native revegetation areas within the 15 setback from recorded top of slope. I-Â·il ~1 Â·C' Vi 17. ~ntrac~sh~~f~e~d~gti, 96&~daL'jf~a~l~m~~rigat~on zones, including allvalves, heads, pipe, wire and controller ----1->., t~Â§~ /- \ 1 per specs included herein and subject to approval of Landscape Architect. Contractor shall provide "as-built" drawing of 15' from top irrigation system, including location of tap, clock mainline, laterals and all valve boxes prior to final acceptance. 18, Walls, walkways, patios and retaining structures are to be constructed by others and are not a part of the landscape , of bank - AÂ«\ 11 Â« 01 U) scope of work. Seasonal chann 19. The contractor shall guarantee ali plant material to be healthy and in good condition upon installation and for one year contains some wetian following final acceptance of work. Replacements needed during this year shaN be made without cost to the owner. 1 .. Landscape Architect shall issue final acceptance only upon completion of all work and submittal of all verified invoicing. 1 \7/ \\4 \4,2 k ..\ vegetation 8*8*sting hillbiâ‚¬fror,83' 63 Â· , 4f Â·Â·Â· ~ top of bank tolhÂ©veris\~ %> \4 0- -Â»considered part of Ripatanx \ 63/, 1 Il h .4 Corribqnd shall not be disturbet- I ..: - 9 LANDSCAPE . cluring deihelition or construction. ' LEGEND . a. 1 r\ 1 Key Symbol Name Qty Size m SP Picea pungens 2 10' b&b Yut Colorado Blue Spruce 2 12' b&b P 4 4 0 72 * 4 14' b&b 42" dre trom .85 MS Malus sp. 'Snowdrift' 5 3" 8&3 / 0 7546 35 4 't> i ~'94~~~~ -igh Water Line ~ Flowering Crabapple (sterile) 10 12 0 Â° et Â· ~92 . \ PT 1 Quaking Aspen 10 2.5" ' ~ 4 Populus tremuloides 13 13" ' Cal. i Garden v 0 / 19 4 6 70 + 1, 4/ 1 3 Shrubs - 1 h<Â» TP Los " n ers - cE Specific locations - see L-1 84 #5 Cont k . % 19 . * ' 21"dr p from 9 0 r--2 -f## total Â·% 75 .85 , fl God 2600 Sf sod ~ 0 '~~1 construction activities may commence. 8, -1 m 1 if etation 4-44 41 . 11% / - fLJ,sers = %, . '. , --, 0-it 2. N "\1 A :t.Â«li ..1. I 10 4/31 /1 Perennials/Groundcovers 2920 Sf Â·es \ 41Â«I~Â» . . Approximate Location 4~ 1 Ypir. \1\ 47 V \ 1 \ Â«464Â» Native seed 2650 Sf 4 9/ -1 . -~ , v#~i.7\23\~ Top of Bank as recorded , 1 19 0.- --- 7 - *Izz=42==*~ in Book 27 page 83 o 0 .O.- S l AL \ -- 70- 1 "19 4 " , Patio /1 0 1 : Bev. +/-7 49.85 \ Gd2S 0 Lawn 200 sf 0 0 4, 4.14 144\~ ..... 2-I. kl-to Â· i r,*00dl Fountat 0 ~ ~ <22 A vegetation protetection fence ~ ~ - 4~9 shall be erected at the dripline / 15 0 2 of each individual tree or grouping of trees on site before any demolition 3 & or construction activities commence. 2 48: e , 42 2 No excavation, storage of materials, storage of 49 1 construction backfill, equipment, 30' setback La n 70 materials, foot or vehicle traffic fr Red Butte Dr. ~l ts allowed within the dripline of any tree , ~ S 15' setback limit ..~. 4 . . .- from top of bank ,~, / . \14 46 0 on site. The fence must be inspected ~~~ ~~36 / p â‚¬ 1 4'.01/2' by the City Forester or his/her designee. Flagstone walk 4 0 D ly Garden Garde k 00 iÂ¥41Â· 00' h.3 4 G de& 17 sf. . ./~ 64# Stone pilaster 24" sq (typ) w/ b w/ 28" x 28"cap o CIO / i hting C~j 0 0 / 0 0 2.6.4 11: I ~ G rdan 8 Q Â£ o D~~.ra+~iv~Q~,al * Lawn 580 sf GÂ« ~ / 0 / 9:09 Ii> Â°ooor (f , -\\%2% -77 - Drywell / C ch Basin Phone ped. ~ 0 749.50' I 7. ele /- 49.50 0 . Concrete, snowmelted Telecom ped. Drive i ~3/-1.t' e 4 00' ff--~~- , o.pe (~ )) 1"= 10' I O" - , .0. Ill V 4* 9 1 f eAKI eung Pa OLEL u6!sea einjoe}!403Â¥ edeospuel *899916026 xeJ 9899916 026 lel ' E I.9 I.8 Oo ueds~/ - 8*â‚¬6 xog .Od 3Nld-IV 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net @ e Â® e (i)(E) 0 0 @0~ e 0 5 4 5 r=~ 1 A4.5 A4.4 44.5 - -- -- -- -CA4.29' A4.1 99 9 1 1 1 1 1 1 9 1 1 Â© 1 1 1 1 1 1-1 1 1 1 1_JI Â»-. <~3322%~ 3 u WOOD TRIME! 1 INOOD TRIM III L~>~ -DA\KINCI SYNTHETIC ~I~ 1 1 1 1 1 1 SLATE SHINGLES --) U +1 ZMO FlbÂ· -\ 1/5 POINT OF SLOPE ~ #21( C 1 1 ~~ DAVINCI SYNTHETIC I -STUCCDO - iSTANÂ·DIN* SE41vt \ 1 SLATE SHINGLES --~ ' 066( , -- 473 POINT EF SLOÂ¢'E- 744>F\tt~ ]1 i I OOPPER ~OC~ T.O.F. = 121 -5 5/2," C) 1 1/5 POINT OF I I l l l.jj o 1 414 1 1 T SLOÂ°E -LL I -_LL . 1 0 ) 1 K=21 lip, tz~ O 2 1~1 r= 0 #210 -rlk=>7 172-1 WOOP TR? 4 If * I Ir 7/ 11[12 *31 U V - Â· . -17 - - -1-T- A U.L.F.F.= SLOPE ' \ SLOPE~ . U.L.F.E - ~N POINT OF % MOOD TRIM I \/2 PCl NT 04 4 1_ WOOD TRI 1 1 T 111 4-3 5/&" ~11'-5 5/a= ~ rk U.L.T.O.FLY = 1 -4A1J x N A i~ CL__ / U.L.T.O. FLY = ~ 1 1 \\ f -1 1 1 - 7 111'-0 5/5" 1- Â«ffÂ»-4k HOOP TRIM \4/.94 V\~1. lili-0 5/5 < ~-DAVINCI SYNTHETIC ~~ 1' T.0. = 1101-Oil ~ \1 il -122 0% 4/ /-1 Lt 4-I / -FT-~1- I._- i. /116 1-/ -~ , U rEEE# Il 1,1jl// 7 j'IÂ·41 0 41 L 131 . Â® i /4 1 1--In . 1- V 1-- 9234-3-al=-[I--'-~ 3/ .-2 -1-1 4-) Un \, 1 4Â«'ab]*i Â· 0 \4. T /-n T . .:. Th#FET*= 18@> 6-*-Â»- 1 4 #40 ' L A T.O. STONE= -lu=k / i x & 4* |17 - T. --or - , Â· T.O. STONE = A ~ IM.L.F.F. =IOO'-O" ~,FEA~1,/~ 1 1 Zi,1,--LITIL,--'fl-'--- ~~JEE'#ffli.54 I m i r ---1 T 102'-O 1 1 --1---T- =- 1 1. 1 -'v -~1~~-' 1 ,=ic[;_tr-]71==Li--, --_---- Â· ~ 1021-OIl T - V \ i 57-1 Â· IM.L.F.F. =100'-0" 1 1 =fUEq:=2~ piE .-L=LL- ~ T.O. FLY =ge'-4 , -4 1- kill-i I ~n=1:21-4 ' h=GL_l / h==~~1 - 7F - /5- + 1 1 - It - 1 h=4==*=PL-,piEL-li / 1~iEL-1.-i. 1 1 -2-4 1 1- - / -- - 21,/W,-#/.. b..L*../ilit-7/1.kill//fL.~t..Ill-. T.O. FLY =qqi-q" (-~3 -1-1 4 7 EXISTING GRADE -----_ .i.il----------- -- ---$-...--------.f----- 1 1 11 1 1 1 1 11 1 1 lili B 1 Ill 1 11 I I 1 11 1 11 1 1 1 11 1 1 ISSUED FOR DATE 1 | | | | 1 | SMR SUBMICTAL 10.31.07 1 1 PROGRESS SET 11.19.07 1 11 1 1 1 I IL_________-1 ' I SMR DRC SUBMI'rI'AT 2.14.08 1 1 1 1 rk L.L.F.F. = I i L.L.F.F.=1 T 87'-5 5/8" 1~ i i i i li 1 ~ 87'-8 3/8. W 1 1 1 11 I ------------------------------------------------------r------------------I------------------------r------------- --7---- / L.L.T.O. FLY =1 1 1 1 1 1 571-5 3/8/ 7 1 1 1 1 Ill i' 1 1 1 1 1 AT.0. SLAB = 1 1 1 1 1 1' 1 T.O. SLAB =1 T 54'-O 21-12233322222~1233222222332221222333-2222223322332#222222%]322332232233222222%22222222343323/iLLIEILI'2~222222--ILIELLE Lifuuu=~ 54.1-OIl LF DRAWING SOUTH FI.EVATION 13 I'l 2.14.08 SOUTH ELEVATION PR(>11 el SCALE: 1/4" = 1'-O" 1310 RED BUTTE DRIVE M.L.F.F. 1001-OIl = BITE ELEVATION 17500' A3.1 703 NEIdSV . 1 4 -@P 4 T.2._STONE--_12232" 1 M.L.F.F. = 100'-O" -1_T.2.PLY=33331 Il~ 1 ..... - -IJ 1 11 14 P 1 E-J 11 1 d---1 87'-8 5/8' 1 -3------------- --Zill/~El -------------il------- --- - 11 111 111 1 EXISTINe DRAPE 1 111 Ill 111 1 11 1 1 111 Ill 111 1 ISSUED FOR DATE 11 1 1 Ill Ill Ill I - SMR SUBMII-PAL 10.31.07 111 111 Ill 1 PROGRESS SET 11.19.07 rk L.L.F.F. = I b 1 111 11 1 SMR DRC SUBMITTAL 2.14.08 1 1 - IL_JiL_Ji~ I i 87'-8 5/8,"- 1 1 1 1 rk L.L.T.O. FLY = -4- ------- ---- ---- -- -------- L.L.T.O. FLY = A - L--4--- --- 8-1'-5 5/57- ~~ 1 1 - - 1 1 rk T.O. SLAB = T.O. SLAB = rk 3+3 JILLILE 332231332222222 322~~22333222232]2~22223223-------23333 23~3322222_ 2 22323333HI JUILLIELIELLIi - 2>4'-5" DRAWING NORTH ELEVATION DAÂ·il NORTH ELEVATION 2.14.08 SCALE: 1/4" =I'-O" I'lt' V !'.CJ M.L.F.F. 1060. = 1310 RED BL ITE DRIVE SITE ELEVATION - 7,750.0' A3.2 f JOHN MUI it'44+ ARCHITECTS, INC Ii'UllihiuM"Imimi/FE/all//Pill e e e e 0 00 0 Â® ee 0 0 0 e ~ 2. .. 1. g.-- V E.. 1. =., =#1:3. = -.1 - ....7 VIA ~I ---= -11= -I 0- .1 . A .. -~-~M ..........Wil . I - Alim~---â€¢-1â€¢-i~ . .. :: A 0 : ~...111.1...1.11.11111.11111.1.1.11111'3111 -.. e .G ... ..Iri ilime.:i~imill ----1. r7/.191.11.1., ... Ii" .. 0 . ..11111: ~~~~li~~.~~~~~~~.~5~.=1~~~r~t~~~~ilili fl .. ...Ill Illl"ll'll"Ill"lililll - ~Il ~Illi,/I 2=iN~ZNL=_ 0~M~M~~,=ar...1 . 1/1/,/mi~././lm,immr/~i././/mix~/"Il".6//"".i~ 1. 1 11111111111111111111 â€¢Imil' III 0 - .1.-1,1,"ilium'".9.i=.I-Wilial--=---I-liffi-jillillillimillillillillilli-Aqt..=.-I...1.- -- ill-- ... -flil-=le--1.=---J-=Ill-,lill,4.-Il=il~-=imillille==1.-Ili~--1-miG-1-=-1.-in--Fl---=tl--=-ip-=1---=:-Ill ~=----.1â€¢E~@INE~f~~:il//~RE#~ -~~7~2~9~~?~2-~~~~111~~~~. -- --- -39â€¢Nilli:".......................In:'11:#.IMI'.A,"9.1:V..I~"11'lutg,=99:'ll'.....i.1,9.1,~.m--9,"I:r..6, 4 . .r -1, t..iL + JOHN MUIRÂ«it ARCHI'~E C~.1.ly:WIC_ 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (9701 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net 0 Â© Â® Â®Â® 7 Â® Â® * 0 (g~/f) 8 4 6 7 5 R la 11 44.6 44.6 A4.6 A47 A4.5 A4.61 1 1 1 1 1 1 1 1 1 1 ~u-- DAVINCI SYNTHETIC BLATE SHINGLES-~ 1 1 1 1 1 1 1 1 1 1 1 1 - f\ - 1 U> ' 1 //f>\\ 1 1 1 / 1 240 1/5 POINT rk 1 MEAN POINT OF SLOPE T #Sm n 1 11 < [ TOF SLOFPE 4 1/3 POINT ' ' T OF SLOPE CZE}=1* 00, p 1 1 1 1 113 14,/ - Wit-'U 1 1 1%~ 1 11.. - ~DAVINCI SYNTHETIC " ~~/ . _~ Cm--- 1 IFI- 0~~ r N *Jug T.O. MALL = 1 @C U - Nlj 1 SLATE SHINGLES--1~ D) 1 .0 q 1 *~ P O 'IE'-O 5/" T <3 2 1 lili- 1 - U.L.F.F. = ~ , 1 --ili ~~I-li - Ill'-0 5/5" T pÂ¢C/D r 1 \ 111'-3 5/6" UE 0 0 2 2 222 2 1 1 E-~- 1 " -i U.L.T.O. PLY =rk \ STAND Ne SEIAM 1 1 Â· 4->STucco r-....,i 00 COPPER 909- 1 1 + 1 P ~ 41111\3 1 1 1 T.O. BM.= log'-0"' ~ ' ||| " 1 Â· I I 1 ---- - , . -. . -It -1 - .- - 0 27 < C 7 - . 4- 419--- -Â¤ *49 - 1 9-11 r A T.O. STONE= | 12* M AE 1Â· c-1 1 - \433/ -6 . 4 . M Â»=Eg 7 102'-O" ' UU J- -1 1 1 1 1-' .-1 + 1 1 1 1 1 1 11. 1 1 MIFF =1001-Oil ~ 414'1_L~ -A--p#g#/'41<4-~i~**164_~**;4-LAE , 7Â»4443409Â» 42-4~(4*4 a AT.o.5.100'-O" = -Â»u 1 aL-4 WkÂ·2 -Ut-t alli'- aut 44==i' =ali' -Uu-'- Â¤UlA L= .Â·rh-1--k--r~-+-L-LIZI- 3=0Â»444Â«42490Â«Â« - 1-I= -1 1-1- -1 , - 1 -- - 1 F._ _11 i , 1 1-- N =61611-gil 4 YEITE ELEV-9500-'- - - -24ll_i- d=L.19/FeL=.22.i-' 44112i-i ~kl=1-2 ~41-E=i-' Â»-~L/6,/6TE*i66/-11~1-12/6/6- - ~ - : -1.LL~ .21/ P.7.-/.tiL -rÂ·4 1- - 1 .- 1 I EXISTING eRADE 1 1 1 1 1 1 1 11 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 | | ISSUED FOR DATE SMR SUBMmAL 10.31.07 1 1 1 1 PROGRESS SET 11.19.07 1 1 1 1 1 1 1 Ill SMR DRC SCBMITI'AL 2.14.08 1 1 1 1 1 L.L.F.F. = 1 1 1 1 1 1 1 1 1 1 1 "~ 87'-8 5/8" T ---- ---- ---------------------------4---1----------4------------------------ L.L.T.o. PLY= 1 I 67'-5 5/5. T 1 1 1 Ill 6 T.O. SLAB = | 11 1 1 1 DRAWING 222- 2 2 22 ~ 2 222 22 22 2 2 3 3-2 33 22~ 2 2 22 22 2 3 22 2 2 22 2L~ 33 22 2-4 222 2~LI EL I EE 2 2 ~ 33 2 2 -3 32 -F~-2 22 -- ~ 22 2 CE- - 2 - 2 2 ~ bIL L 3-IL IC IL LIL L 33~ 33 33 22 2 3- 22 223 3 2 2-2 2 2 2 23 54'-o" T EAST ELEVATION DATE 2.14.08 M.L.F.F. 1001-OIl = SITE ELEVATION P.(91<Cl' EAET ELEVATION -7750.O' 1310 RED BU'177. DRIVE. SCALE: 1/4"= 1'-0" A3.3 INOI,SaD OIâ‚¬I 2?3'622*~ 201 MAIN STREET #304 CARBONDALE. COLORADO 81623 (970) 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net 83@ 0 * Â® @ 8 Â® @ 0 9999 99 A4.4 A4.8 A4.-1 A4.6 A4.6 I ;] 1 1 1 1 1 1 1 1 _ SLATE SHINSLESÂ·---Â·~~ ~DAVINCI SYNTHETIC i i i ~ ~ - 1 1 1 1 U k-1 1 1 1 --1 1 1 1 1=13 1 1 1 - 94 Wns ~ r\-1-\ (WO 1 1 1 ~ 'STA~IDIN:3 BEAM ~ ~ rk 1/5 pO IN- OF 11 1 #Mmi> CO+ER ROOF \ 1/0 FOINT OF SLOPE rk 99 ti~ 3 T SLOPE SEE I /A4.1 / 1 mu / - >\11 ' 3 1 11 1 47 1 1 1/3 POINT rk OF *OPE T ] U.L.F.F. = ~ DAVINCI SYNTHETIC Il i | 2 |4 | 1- --1- ~ ~ SLATE SHINSLES.~ ~ 11 1 *4 1-1 M MI 11 113 21 1-y 1 T.O.P.= 110'-O" 1 1 bl A T.O.P.=110'-O" 1 1 1 1 1 1 82.-t Ar' *7 . Â«=- 7 1 I_'Â· --2-2.-ErÂ·Â·-4-L_.0 I I I ~ 1-000 1.4- ~--1-:.' ' 1 22=1.- lÂ«lle[.1 Rlfnfrtz,4 --~~/3-4 . 1262 1 -W+--4 ~4 ~ 0 #Minvt DEFA< ' L fer>-=~-Â£-~~ __ .- i .IC+.6-1--3 - 2 i' l E . -1 1-1- -1 1* 214__e (-3 120-4-I =13-30 Zjllut -2bf 1! . 1Â· rL-=~i~----PÂ«= | 1 1 FLA ,- 1 '' 339 -r - 441 F f.y 19 =5740- . te 69 e T.O.STONE= 1 ~ . .b i - - -Â».----1 111 :P.K:=*! - III- Â·1 1 IIÂ»*Rig:1 4Â«r=9- - 102 '-0" ' - 1.1-1.-1. 11 - - ' -- 9 .7---0926 - [- .jil .-I -] ~~~~ ~~~iii 11 1 . 1 1 1 19 611 H r i 626*. 11 1 24=3.- 1 1 ~14 11 r-r--1--Â·4 . I 1 r -CZE-~ .1 I r --61--1 - i ~1-a_j=â€¢=-4 - _ T.O. FLY =614'-51" 1 7-, - Â«-Lzurtuj_~~g 32- - ~' ' ------- ~ r~.zÂ¢44_12~..twL.4~121;~HIP-h *LihE~z=E~ 1 1 1 1 1 1 1 t32 | | t.15*.1-7-1 Â¤41:225-IL'-Â·'-- Â¤42==t-'.".di/0.0.-Il-- ISSUED FOR DATIL SMR SUBMITTAL 10.31.07 1 -- - I.- 1 1 1 1 1 PROGRF.SS SET 11.19.07 1 1 E.>Â« I 5-T- I 1~46 ~~31RA DE ~ | | ~ SMR DRE SUBMITIAL 2.14.08 1 1 1 1 1 1 1 1 1 1 L.L.F.F. = 5-71-8 3/8" ~ 1 1 1 1 1 lilli 1 1 87'-5 5/5 DRAWING 1 1 1 W'EST ELEVATION 1 1 'AlÂ·li T.O. SLAB = 1 1 1 1 1 1 1 1 54'-O 222222222222232~22222____________ -DILIELIE _-_____IFIEJELLEELL~3221-1 211233~33233333332 1] 1 1 2.14.08 PIUM!.Cl M.L.F.F. 1001-Oil = 1310 RED BUTrE DRIVE DITE ELEVATION INEST ELEVATION 7750.0 SCALE: 1/4" = I'-O" A3.4 OD'NE[dSV 1.1 -- --I.-Il--Il - - ./.'-I- - JOHN Mth 144#i"* ARCHITECTS, INC 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net 0 2~~ 0,9 0 0 0 0 Â© A4.1 \34.7, Â© 7 r\\\\ i ze o 1 1 1 1 U COÂ°PER ROOF b/ SLATE SHI VeLES / \4 ' STANDI'e SEAk ~DAVINCI SYNTHETIC Man l Â«--_---DAVINGI SYNTHETIC, ~~~~~ A 1/5 POINT SLATE SHINGLES ---~ T OF SLOPE 1/5 POINT OF SLOPE ~ Clu tzE-H \\ 1 / 1 1 / 1 W 0 tl 4 1/5 POINT *1 01 1///// T OF SLOPE OL' ~ 1/5 POINT OF SLOPE ~ ST.AND Ne Â·3EAIÂ·Â·1 1 i 1 2 0 QI; COPPER ROOF Â£=11=1 b ~1Â«STUCCO - _It 12 "" Â« ' .-4 6 00 u m LsTW(Deon ~ k 1 T.o. STONE= 9 1 02'-O" 192 24 1<1*EE 39-,FÂ«*Â«~=Â·Â»IV---/44Â»fÂ»1-riÂ«*~~ 17.0.5. loG'-011 = Â£pt*19 hU=5-46~1-1-1 EJLJ:146 'dilild;*3. 4*Â£XISTINS eRADIE , - -r SITE ELEV.7750.0 T T DITE ELEV.7750.0' i ISSUED FOR DATE SMR SUBMI'l'['AL 10.31.07 PROGRESS SET 11.19.07 SMR DRC SUBMITTAL 2.14.08 T.O.SLAB = 1 1 T.O. SLAB = 02222------------------- ITD DRAWING T 84'-0" _________-1---Ii M.L.F.F. 100'-O" = ZIFJJ- 2222222222222Il CGARAGE ELEVATIONS DITE ELEVATION ... 7,-150.0' 2.14.08 SARASE NORTH ELEVATION SARASE SOUTH ELEVATION SCALE: 1/4" =I'-O" SCALE: 1/4" = I'-O" 1310 RED BUUE DRIVE A3.5 UIOUOD 'NEIcISV r JOHN MULR 4 ARCHITECTS,+I NC 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@somis.net 0 0 0 0 00 0 0 0 0. 0 @Pe (11 (81 4 [~ ~ 410 A4.6 A4.7 V V V V ilL__11 , .1 ' ' ' ' rn. 1 1 \Ev 1 1 1 1 ./ \. 12 1 1 1 1 4-blin. 31 #1 1 ////////~/A##''**'1 1 wd' 1,4).7 A. 1 1 ~ \\ 1 41> 1/5 POINT OVER NOOK 1 112 [ --W~q 13* 1 U 12 1 T.O. PLATE & = =122'-4 3/4" T 2-2 9 log'-oIl \ ~ T.O. PLATE = 1 unn 101 121'-5 5/8" T ' ~~32221;z STAIR ~ Z-. n QU 0 -L X 1 1 1 m - U.L.F.F.=1 03 -P--1 // Jil'-5 5/an T ~ U.L.T.4 PLY = rk lili-6 2/811 T - - -- T.O. PLATE = 4 - -] 40 @CU rk T.0. PLATE @= 1 1 110'-ONf T loqi-oll 1 1 1 9 \ 1 / r I -1 -_7-Â·Â·I ___: i Â».0. BM. = log'-0" it 1 1 f L - 1 1 1 11 OARAeE MUD ELEVATOR ;4OOK PORCH 1 ~<34 1 1 1 1 1 1 C 1 1 1 1 1 ~ T.O.S.=100'-O" 1 -11 1 Â« C/D - M.L.F.F. = 100'-O. 4 \\3+ 20 SLOPE 1/4 PFR 1=/*/T ~ T.o. PLÂ¥ =qq'-q" A - -------- -~I--- - EXISTING GRADE --1 - ------- - 0- ---- - --- ----.I.'. 1 .'.-I - I..'- .-Il I..Il - --0- 1 1 1 1 1 1 reÂ» U M Ill 1 440 - - 7,7425' * â‚¬CHANICAL REG. ROOM THEATHER TOP OF BANK T 1 1 1 1 1 1 1 1 1 1 L.L.T.O.FLY= 1 67'-5 5/8. T 1 L.L.T.O. PLY = _ ~ L.L.T.O, FLY =1 9 61'-5 5/5" - -22~ ---~ 87'-5 5/8" Y ' '- 86'-5 5/5" 9 1 1 1 GRAWLSPACE 1 1 T.O.SLAB = "0 L.L.T.O. PLY = i T.O.SLAB = 1 7 841-0 1_-1 Lilli 54'-0" T M.L.F.F. 100'-O" = SITE ISSUED FOR DATE ELEVATION 7,750.0', BASE FLOOD SMR St.BMI'l'rAL 10.31.07 AT 1752.0' PER FEMA MAP PROGRESS SET 11,19.07 r-5 1 111 f-"Al/- fr/-7- IRA I SMR DRC SUBM IrAT. 2.14.08 rin BUILDING SECTION DRAWING SITE SECTION DATE 2.14.08 MI{41!IC] 1310 RED BC'ITE DRIVE A4.1 'NE[cISV ,mmâ€¢,Immi 3.--i-:fii 201 M.AIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net e~ 0 0 Â® @ e @Â® 0 0 0 0 _____________/7 1 10 )L 'q) tÂ« â€¢rlh 1 VI ~ ~. ~23/ A4.6 , '1 7 V , 1 / 1 1 / 1 1 1 1 1 1 1 1 r /' 1 1 1 1 1 1 - id p J 4 1-7 1 1 1 1 1 1 - 1 1 It 1 1 1/3 POINT OF MAX HEIGHT AT , - T BORM #2, POINT AT MCET / RESTRITIVE SABLE CONDITION, U REPRESENTED ELEV.= 125'-6" 1 ~ T.O. PLATE = / - 120'-0 5/8" ' ' ' 1 (2) 1 1 11 1- 1 1 1 1 / - 1 ~ BORM. #2~ ~ ~ _ Â«f P Â« Una - \45/ \ _L BALCONÂ¥ BATA l 1 1 ~ M.L.F.F.=flf'-5 3/8" - ' ' 31-1 M MI IM M SLOPE 1/4" -EF/BE- TO. P_ATE @= A t~8- J 9 1/1~0 5/5 " -- flilll Illillilll'111% 1 '1 r--2=1 1 3% 110-0" 9, 1 1 1 1 Â¥EZZLE== 1 1 :1 i- \ \ 1 1 - f \-f - / 0201- 11.-21 cacrruce SITTING KITCHEN w BUTLER PANTRY lilli [1111Ir i-7 III- 1) 0/ - 9 5- - - _[[ 811751-1 I i i 1 1:1 i-]-tfi_1]jj.[ C ; c=ttll 1 1 [ENE=LE 09' ~ M.L.F.F. =1001-01 ri *+#ra 1 1 1 ~ T.O. PLY =qqi-ciâ€ž1 - 1 _ T.O, pl =Cial'-51,1 6 9------7- I.... -- - - ---- r 1 â€ž--1 --1 - - -~-----7 EXISTINe GRADE u Ce) 1 1 1 1 1 1 J 1 1 1 1 1 1 L TA 40/ 0/ 45/ LAUNDRY , HALL ~REC ROOM SITTING ~ 1 1 1 1 1 1 1 1 1 1 13409 TOP OF BANK 1 L.L.F.F = IRI 7 87'-8 3/8" \ 1 L.L.T.O. PLY =~L - fs u, L.L.T.O. PLÂ¥ = 1 7 87'-5 5/8 87'-5 5/8" 7 1 1 1 1 1 1 1 CRAINLSPACE 1 T.O. SLAB = T.0 SLAB = 1 9 84'-O" 1-_1 1--1 EL] 64'-0" T M.L.F.F. 100'-O" = SITE ELEVATION 7,150.0; BASE FLOOD ISSFILD I OR DATE SMR SUBMITTAL 10.31.07 AT 7,752.0' PER FEMA MAP PROGRESS SET 11.19.07 SMR DRC SUBM['1'1'AI. 2.14.08 rh BUILD>INS SECTION 3/16" = 11-0. DRAWING SITH SECTION DA11~ 2.14.08 mulÂ·:cr 1310 RED BU'ITE DRIVE A4.2 Mtfrd*bt 49**%*t ARCHITECT. S, 1 ~26: 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net ee@ 0 @ Â® @ e @Â® e 1 /12/ 11 Â£101 ,1j 18, ~23/ .tyv ] .tiv .23/ 1 ' 1 1 1 1 U 1 1 1 1 1 U 1 ~F 1\ \ 1 1 1 / 00 1 6 \ 1 1 1 1 1 1 Â© 1 1 1 / 1 1 1 ~ 1/5 POINT AT ~ ~ / 1 1 1 DREAT ROOM / 1 1 ,- OABLE ELEV.= 115'-10" / 1 ~5 - - T.O. PLATE = A M / 1101-01 7 E-0 4 T.O. PLATE/9 1 - T.O. PLATE @ 1 (/1 T PORCH~ 'loq,-0,1 C 1 1- PORCH = lOg'-0" T 1 1 - = -- - 2 0 r 7 r--1 PORCH eREAT ROOM FOYER PORSH V M 06/ rit 1 1 1 1 1 1 1 1 1 #9 4 M.L.F.F. =IOOLO" SLOPE 1/4' M.L.F.F.=100'-O" ~ ~ T.O. PLÂ¥ =6161'-61" ~ -FER-Gr eL./ME 1/4" MER = /1 T.O. FLY =441-q" (~ Y-/ - - - 1 -5 --1 -0-- - | | I | --- EXISTING GRAPE 1 1 1 1 1 e 1 1 11 1 1 \\ / . --- - - ~m=*21 - - - ,/9/ OV / BEDROOM #3 VESTIBU-E ~ HARIP. SPA Pe 1 1 1 L/ 1 1 -1 1 7734.5' A L.L.F.F.= L.L.T.O. PLÂ¥ = 1 TOP OF BANK 9 87-8 5/8' ~ 87'-5 5/8. T 1 L.L.T.O. PLY = - _ 1 -- _ - L.L.T.O. FLY = 57'-5 5/8>" ~ - - - ISSUED FOR DATE 9 57'-5 3/8 SMR SUBMI'ITAL 10.31.07 1 1 1 1 PROGRESS SET 11.19.07 1 T.O. SLAB = GRAINLSPACE TO. SLAB = 1 7 84'-0" 1-_1 1--1 84'-o" T SMR DRC SUBMI'ITAI. 2.14.08 M.L.F.F. 100'-0" = SITE ELEVATION 7,750.01 BASE FLOOD AT -1,732.0' PER EMA MAP /--h BUILD)INS SECTION /5, -4 5/16"= I'-O" DRAWING SITE SECTION D/rl. 2.14.08 1310 RED Bel-rE DRIVE A4.3 LIA_nI CI ELLin U 11 1 6\ C OCIV-NOUOD 'NE[dÂ« 7 JOHNMUIR ARCHITECTS, INC 201 MAIN STREET #304 CARBONDALE COLORADO 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net 0 0 Â® @ 0 @Â® 0 / 12 k It IÂ« ,&1 ~. ~. '~23/ lilli 1 1 1 1 1 1 1 11 11 4 Ae.1 Imp [ / 1:~ -01\ - ---rh 1 Z O tri 7 V . I 1 11 1 1 1 1 1 1 3 Un / 121 // r \ --11 E / 04 - 1 / \ 1 1 1 L 2 1 \ 3 0 DO / 1 1 l T.O. PLATE = 1 1 110'-O" T EE / 03 31 r--71 T.O. PLATE = 1 1 1 1 1 1 l VE 3T. WARDROBE PORCH 1 - -1 . câ‚¬y' M.L.F.F. = 100,-O" .= 1 Un 1 1 1 1 M.L.F.F. =100'-O" ~ T+ 63% S 1 1 1 ~ T.O. FLY =qq'Â·-q" ~ //1 r / T.O. PLATE = 618'-8 3/2Â·" 4- / - - el ---- / 1 LI- --1 - 1 1 1 -*0-31 --- 1 1 1 ' 7 1 I ~ 1 1 EXISTING GRADE - 6/ t~]/ ~ -~--~ T.O. PLANTER = 91'-61" STUDY HALL VEST. SPA 1 1 1 1 1 1 1 1 1 rk L.L.F.F. = L.L.T.O. PLY= 1 rk 7-1551.5 ,-1,- f 57'-8 5/8" 8>7'-8 5/6" T T TOP OF BANK ~ L.L.T.O. PLÂ¥ = 37'-5 5/8. \ N __ 1 L.L.T.O. PLÂ¥= 1 1 87'-5 5/3" T * T.O. SLAB = 8-7'-5 3/8"/1 A T.o. SLAB = T.O. SLAB = 1 ISSUED FOR DATE 9 84'-O 1-Il 1--1 84'-0" T SMR SUBMITrAL 10.31.07 PROGRESS SET 11,19.07 SMR DRC SUBMITTAA. 2.14.08 M.L.F.F. 100'-0" = SITE ELEVATION 1350.0, BASE FLOOD AT -1,752.0' PER FEMA MAP - BUILDINS SECTION td.00) 5/ie" = 1'-o" DRAU iNG SITE SECTION DA'l'E 2.14.08 ..41/1 1310 RED BLITE DRIVE A4.4 ZIA_UNCI LI 'NE[dSV 201 MAIN STREET #304 CARBONDALE COLORAI)O 81623 (970~ 704-9750 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net Â®@@ 0 0 Â® @ e @Â® e Â® 0 1 /12/ ,\0\ 10 7 6 4.10 A#.t A45 A4.7 A4.6 A4.6 ~23/ V l 7 ' 7 7 V / / ~11 11 1 1 1 1 1 1 1 1 1 1 1 1 - Vil *2 D U 1 i. - -- z 2;2 1 --1 1 1 1 1 1 1 1 44(3 3 53 W l 1 / 1 1 1 11 1 1 1 11 . liLli. 1 1 W 1 1/ 5 POINT AT ~ 7 MASTER eABLE 1 1 1 1 1 /1 1 1 1 1 )t,] tl MI ~ IM M 147 1 ELEV= =114-11/32 2 - A T.O. PLATE 6 - 1101-OIl 9 1 1 7 1101-Oil 1 1 -- 1 V- 1 1 1 1] 1 1 -~ 1 L- / 1-1 **Â£ ~%-------- =_iL -32=33 .all' 1 L_1_1_ :_ l POROH MASTER BATH 1 2 Un CLIAEmlm 4 M.L.F.F.=IOO'-0" I ' 3 4 T.(p. PLY =qq'-Ril (~) 1 1 1 \ 0/ ~ T.0. FLY =qq'-q" \ -----al-=- 1 1 44 --- --- --0--- 1 1 1 1 1 1 h. 1 1 1 1 EXISTING GRAPE 1 1 - 1 1 1 1 1 M<- - BEDROOM #4 BATH SHWR 1 1 1 CLE] 1 1 L.L.F.F.= ~ L.L.T.O. PLY= 1 1 1 1 1 1 9 87'-8 3/8" 1 87'-8 5/8>" T 1339.0 TOP OF BANK A L.L.T.O. PLY = ~ _~ 1 - L.L.T.O. FLY= 1 9 57-5 5/8 87'-5 3/8" T I ISSUED FOR DATE 1 1 | SMR SUBMI'll'AL 10.31.07 1 1 1 1 rk T.o. SLAB = GRAWLSPACE T.O.SLAB = 1 9 84'-01, LJ~ L._1 84'-O" T PROGRESS SET 1119.07 SMR DRC SUBMITYAL 2.14.08 M.L.F.F. 100'-O"= SITE ELEVATION 7750.0; BASE FLOOD AT 7,752.0' PER FEMA MAP /0--h BUILD>INe SECTION 5-00' 5/16" = GO" DRAWING SITE SECTION DA.L 2.14.08 PROU'.C, 1310 RED BUTIE DRIVE A4.5 OCIVFOL[OD JOHN M[Q R C.H.ii Ill RB~*I 1 - . lili .. . Ilili N0-~~ _______-___________-31-E 71 4 12 hi 10 V Z N 12 1~ 7//////////////////////////////////////////////////////A 1 1 -1 1 4 1 1 1% L- 0 E---- --- CARBONDALE COLORADO 81623 9\ 201 MAIN STREET #304 1 1 E )1 3 0 : iÂ«204/// BATH I r -- la'-6" X Mt'-O" -7 Phone: (970) 704-9750 IHEAIER_ _ (970; 704-9750 1 1 LAUNDRY (970) 704-0287 Fax: E-Mail: jma@sopris.net ,Â» 1011 1 111 1 1 - ~~-------~~~ BEDROOM 415 Â® 1 A - I 5-e X \v-O' V \ 1 - 1 1 Hr - g-* Â¥640â€¢ RN F.F. 11 1 - 502**SET I WALL 1*1 1 1 11 .-1 WINE 110209 1 - BEDROOM #4 ~ ~ ||C 2 - - - - - - - - -1 MLe" x ELe" ~------ ~-- - --- --~ ~1 F),1 - WARD. 61 i ' * DUPLEX RECEPTAGLE OUTLET + 12" (U.N.O.) ELECTRICAL SYMBOLS - 11 IPX lili 1---------1-]1 /g = =11 1 1 1 N 71 f 19 tÂ®: DUPLEX RECEPTACLE OUTLET, TOP OUTLET SWITCHED DUPLEX RECEPTAGLE OUTLET + 42" 4Â»-=91 Â» 21 tÂ©=SFI GROUND> FAULT INTERRUPTER DUPLEX J toi CD I BAR Â¢ M> 1 1 //pwoR. - 1 GROUND> FAULT INTERRUP'TEIUNATER PROOF 0 AL STUDY J Ft\/ 0 (n DUPLEX RECEPTAGLE OUTLET +12" (U.N.O.) -- ~ C- - L ___* f~) ~~ COMPUTER OUT'LET *mo 12'-O" X 15'-O" ---9.-~ = -1- 1% 220 VOLT OUTLET ___- |~ ~ ~~ ~,~'I ~4,~4~,rÂ·v TELEVISION CABLE OUTLET Man r 1// n -- -1 L- 2 - 1 -d 23FB 11 / L G w 0 1 POWER GARAGE DOOR OPENER | I WARD. - 14 TELEPHONE JACK / INTERCOM (U.N.O.) 1 \ VEST. ~ -1 p FLUORESCENT LleHTINe ----1 9 J' 1011 //f- 9 Â© JUNCTION BOX u PRESS. M~< I VEST. Â«~~< / --------- --------- 22=Un~ RECESSED CAN LIGHTING ~~~ AL V 1 -ON \ - - - - 4 SLANTED RECESSED CAN LIGHTINe H* EXTERIOR SCONGE 01 1 72 \-III 0 7 SITTING 4-> SLANTED RECESSED CAN LIGHTING, DIRECTIONAL 15'-6" X q'-6" 0 0 STRIP/COVE LIGHTING ~ ~ MONCE BATH " Ii-$ CABINET LleHTINe SAUNA ~ ~ . / i - DRÂ¥ O- WATERPROOF RECESSED CAN 11 0 1 PNATERPROOF SLANTED REGESSED CAN LIGHTINS 2 ~ INARD. - + SURFACE MOUNT \11 I2'-O" X Il'-0. p o o â€ž MECHANICAL 4 3-WAY SWITCH 9--4 i * SWITCH Un 1 EXERCISE / BUNK A PIMMER STEAM - - 5-WAÂ¥ SWITCH PV DIMMER 2-1 e f\30 5 E FAN ROOM SPA lili FLOOR OUTLET - -1 = -7 '00==11 -\\3 GROUND FAULT INTERRUPTEÂ©VATER PROOF: ty"P DUPLEX RECEPTACLE OUTLET o SOFFIT mil 0 0 -----Ii-- IVI LOW VOLTAGE LleHT LV GROUPINGS OF LIGHTS TIED TO LIGHT TOUCH PANEL REGESSED OUTDOOR PATHWAY LIGHTING V/////////////////////1////1//1//11/1/////////////////////////////1//, - INGATEELENT PENDANT ~ ING M PUCK LISHTING e t-1 4-22 4 ]1 8 EXHAUST FAN ALARM KEYPAD eARAGE DR. OPENER ISSUED 17OR DATE SMR SUBMIUAL 10.31.07 CEILING FAN PROGRESS SET 11.19.07 SMR DRC SUBMITrAL 2.14.08 l ,#t ) CEILING FAN 19 LIGHT KIT :LOWER LEVEL ELESTRICAL FLAN x - MATCH LINE MATCH LINE ~// ~V~ MATCH LINE MATCH LINE - SCALE: 1/4. 11 = 11- 11 DRAWING NOTE: GENERAL CONTRACTOR TO COORDINATE ALL APPLIANCE OUTLETS ANC> LOCATION REQUIREMENTS. ELECTRICAL PLAN NCTE: LIGHTINe REQUIREMENTS MIAÂ¥ VARY BASED ON SPECIFIG CABINETRÂ¥ / [BUILT-IN DESIGN. 1).VIÂ·L NOTE: SPECIFIC LIGHTINe ZONES AND/OR SCENES 2.14.08 TO BE DETERMINED BY THE LIGHTING CON11KACTOR AND THE OWNERS. E---0 pli,lrr NOTE: FLOOR OUTLETS TO BE DETERMINED BASED ON / 1 SPECIFIC FURNITURE LAYOUTS PROVIDED BY OWNER. 1310 RED BE'17. DR[V} NOTE: ALL LIGHT FIXTURE SPECS TO BE DETERMINED 1\ /1 BY THE LIeHTING CONTRACTOR AND THE OWNERS. \/ 1 E.1 L 1- 3 NOTE: REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR SPECIFIC PATHWAÂ¥ LIGHTING LOCATIONS. GISERI INOLLSfl UIOUOD 'NE[dSV F-1 -- 7 -=fl= -- ----pdto-777 xx 1 2 12 31 22_] PLILIXE X X I 1 07*396 714 111 111% lit i 11 + f r 0 c . 111 -0 ape + 141 AD/1 F.F. + 141 ... P.p. 1 Il -0 11 4- 11.lf=~ 2 + 14'-0â€¢ /ev. FF. . \4,-6. ABV. Pr. 4-] i-4- -e- 5014 MAX 50)4 MAX. ,44!0~-z Les 1- 34[><1 LE-.-LE 1>04 : 5014 MAX. J,NO 101 SERIES J.INO 101 SERIES 1140 ICI SBEIES -UND IGI SERIES W 4101-ABZ LENS W 4101-ABZ U~ 11 1 '4 4101-ABZ LENS COVER~ PORCH- lili COVERED PORCH Â¢ COVERED PORCH JOHNMUIR 111 -0 -11 4- 111 \~ lin' 1 4 ARCHITECTS, INC + 14' ABV. F.F. 1 1 + 14' A.V. F.F. 11 1 1 1 am..,E 1 1/5 ~= 5014 MAX. 50)1 MAX. 1 1* 501 MAX. 50~41 PIA' - JUNO ICI SERIES JJNO IGI Sm:103 J.NO 161 SERIES 201 MAIN STREET #304 )4 4101-ABZ LENS W 4101-â€¢87 LENS Pl/ 4101-ABZ les CARBONDALE COLORADO 81623 29'0 A ~|| . Fax: (970) 704-0287 4% 11% - SITTING W 4101-ABZ LENS W +101-lf; 1 ruo f -- - - -- - 1/ 1 Ill 30 4.-0. 4. Fl + W.eâ€¢ Aav. pr. 12'-6" X 10'-O" (970~ 704-9750 5041 MAX. 55= Phone: (970) 704-9750 J.NO 101 SERIES /L2 Il = INI/ E-Mail: jma@sopris.net 1 1 14 3 11 11 11 //UN - I_ 1 1 11 1 - r-10 -a - -~- i f==6- ~ 11 . 1 - 1 Fux- 1 ~ ~ W////UNE. I ftp \1 1 1 ... / 1 i -0 - ~rml U_ 21 1 1- il =6 ./ 1 2 j~ 1 / R ] 41 4- 1 1 NOOK.- I 41 ~- ~9 11 *FLAT o i Â«=1-1 1 GIl-O" A.F.k 1 1 ** 21 -(3- 01 J MASTER SUITE - 1%22 1 J B ~/U/- 1 1 - --~ KITCHEN I VESTI BULE W 2--- 1 1---- | | GREAT ROOM | | \ /- < x ' R-3 i H IN-714 / X 1 /\ 21044/9/x\ ELECTRIC,AL. sâ„¢eols 'll~il 20 4- 8 - I W> En--Id ----54-In= =AL~-2 -~-- ~ I - _ - - - 4 1* DUPLEX RECEPTACLE OUTLET + 12" W.N.01 ~~ _ VEST. witj< F TOI' OUTLET SWITCHED U ES VEST. ~ W tÂ®: DUPLEX RECEPTACLE OUTLET, i 2 - c u 13 4--- GROUND FAULT INTERRUPTER DUPLEX 704 0 tÂ©:+42. DUPLEX RECEPTACLE OUTLET + 42" HIS L _ -_ ~ _- t~-~F~ L F _L_ IP_ ' ir . 1-- er\ GROUND> FAULT INTERRUPTER/WATER PROOF 1 --f===44-77 11 -J L ff.P DUPLEX RECEPTACLE OUTLET +12" (U.N.09 Man 2 220 VOLT OUTLET ~ ~ 1* TELEVISION CABLE OUTLET 44+19 1 / 11 n Il I I / 7=7 9==r j==r \ 1 **R 03 E- 6 COMPUTER OUTLET - FOYER 41 H 11 (In DININS -~ ~ ~ PANTRY 3. f---=Â«7~ 2- E FLUORESCENT LIGHTING fÂ« 7 BUTLER 1- 6 pe powER GARAGE DOOR OPENER 4/3 Elt 1 Â»-1 1 11 14 TELEPHONE JAUK / INTERCOM (U.N.O.) -2 n J = 1 CL===L CL===L J====L / / RECESSED CAN LIGHTING 0 L./ MA|STER *ATH - -- 1 1 9//Â»0%41 1 1 E ---- @ JUNCTION BOX 44 EXTER'OR SCONCE -- || - | | ~ | ~ || ~ ~U/ " ~St SLANTED RECESSED CAN LIGHTING 11 -1 -4 11 4 -0 11 8 4111 1 1 1 11 'P 41 11Â»-11 El-> SLANTED RECESSED CAN LIeHTINe, DIRECTIONAL + 141=611 ABV- F.P. + ~*'-e- â€¢ev- p.,-~ ~ ~~~ ~~ e BOW MAX. 1 50)4 MAX. 0 0 STRIP/COVE LIGHTING PV 4101-ABZ LEN~ J.IND ICI SERIES i 4 72 n + ZONQ / 1 35 1/=-11 hIC - - |~ - -HERS - -17 - 4 2 11 COVERED PO;kâ‚¬r' 11 1I Il $ CABINET LleHTINe 11 . 90 49 WATERPROOF SLANTED RECESSED CAN LIGHTING 11 3 11 0% WATERPROOF RECESSED CAN + 10.6.1 1 + \4'-6â€¢ RN. rr. 1 + 14'-6Â· ABV. F.F. f =77= 9 50211)ISEI'r JJNO ICI SERIES 1~10 ICI SERIES I 94/--IX 5014 MAXi 3004 MAX. \001 MAX * SURFACE MOUNT Â»==4 PENDANTI | | W 4101-ABZ LENS W'*101-ASZ LENd ~ SWITCH 9111/llr. '11111111111!11111111111111 h '/////Illii:,f,<â€žâ€ž,â€žt,4. 1 4901/4.AÂ¥ 4-1 $3 5-WAY SWITCH | | ,~Â® ABV. F.F. | ~~ | BREEZE | t t:~IMMER d4cb' ~V. F.F. 5014 MAX. + 44. + 11-6. 6 3-WAY SWITGH W DIMMER JJNO 161 873128~ | ABÂ¥. FE. )2!N.*P. 50H MAX. BOW MN<- FAN 1 .1/ ~'Â°'-ABZ LENS W 76.5 FLOOR OUTLET -IN~ 101 SERIES JJNO 101 EERIES 44*4 ~5050 11 -44-SFI GROUND> FAULT I NTERRUPT'ENSIATER PROOF -" 1 1 - DUPLEX RECEPTACLE OUTLET o SOFFIT + 6-0 ABV. F.F. ~0 LV LOW VOLTAeE LieHT 5014 MAX. 5014 MAX 5020#*Er 50208,46ET 41-9-N M34. eRMZ ~ GROUPINes OF LIeHTS TIED TO LIeHT TOUCH PANEL MALL LIGHT BIALL LIGHT 55W MAX. 50:201HSET .ad. F.F. POST LAMP 55*â€¢l MAX BOW,MAX. L--J RECESSED OUTDOOR PATHWAY LieHTINe J.Ne) ICI SERIES JUND ICI SERIES ,/ 401-ABZ LEND M~4101-waz LENS -4~; INCANDESCENT PENDANT LIGHTING 49( COVERED PORCH * FUCK LIGHTING ISSUED FOR DATE MATCH LINE m EXHAUST FAN SMR SUBMI11'AL 10.31.07 41- 9--b' )54. GR,DE 'UNNONUff 7/////////4 / 55WMAX 41- 9-W ke.!. GRKE + 546â€¢ ABV. GRADE AA ~ ALARM KEYPAD PROGRESS SET 11.19.()7 X 5O2OIHSET 5-1 M,ho<. 55~1 MAX MATCH LINE MATCH LINE 4\\1 5020IFISET 50201WSET + 6,-oÂ·.ev. r.r. 0 , GARAaE PR. OPENER SMR DRC SUBMIITAL 2.14.08 POST LAMP POST LAMP 5OW MAX. 5O2O6WSET WALL LIm +/- 5'-8" ABV. GRADE MA IN LEVEL ELESTEIGAL PLAN - - CEILING FAN ~1 + 3'-8' ABV- e~DE SCALE: 1/4" = 1 '-O" 23> 4/ 55~41 MAX. -- 5020lkâ€¢ISET -- CEILING FAN W LIGHT KIT / 3.44 4 9 ORA'&iNC I ELECTRICAI. PLAN NOTE: eENEIed- CONTRACTOR TO COORDINATE ALL DATI APPLIANCE OUTLETS AND LOCATION REQUIREMENTS. 2.14.08 NOTE: LIGHTINe REQUIREMENTS MAY VARY BASED ON 1 7--4- SPECIFIC CABINETRY / BUILT-IN DESIeN. / NOTE: SPECIFIC LIGHTING ZONES ANC>/OR SCENES 1 TO BE DETERMINED BY THE LIGHTING CONTRACTOR 1310 RED BU'ITF. DRIVE - AND THE OWNERS. NOTE: FLOOR OUTLETS TO BE DETERMINED BASED ON I /1 SPECIFIG FURNITURE LAÂ¥OUTS PROVIDED BÂ¥ OWNER. f I 1 \ / r - NOTE: ALL LISHT FIXTURE SPECS TO BE DETERMINED E2.A WARD. IN11 --- BÂ¥ THE LIGHTING CONTRACTOR AND THE OWNERS. Â¥11// / NOTE: REFER TO LANDSCAPE ARCHITECTS PRAMINeS -:~ IW _1 ~ FOR SPECIFIC PATHWAY LIGHTING LOCATIONS. 3 *~ AARAAM V}IOUOD -41[dsv 34%444*44 INOisf13 CIL[-11 0 IE I 1-11 111-_ 12=1=====2====1 4, x \11101 ILl=* 9111/ X \1 OKCAI KUUM 1 1 V 1 - ELECTRICAL SYMBOLS 8 - - 1 0== =41 1-----Id le DUPLEX RECEPTACLE OLJTLET + 12" (U.N.O.) =0 1 - ~~ VEST. 4 DUPLEX RECEPTACLE OUTLET, J VESÂ«/ Â©g L TOP OUTLET SWITCHED A tÂ©+42' DUPLEX REGEPTAGLE OUTLET + 42" || ~_ _-~ GROUND FAULT INTERRUPTER DUPLEX - HIS L=LA LU DUPLEX REGEPTACLE OUTLET +12" (U.N.Oj 10:aFl 11 -11- 11 =9, BARREL VAULT - 220 VOLT OUTLET --*il ji.*-I-- - 1--jf * Â» 0-J Irtl . SAGO#D FAULT_ PROOF TELEVISION CABLE OUTLET JOHN MUIRT Â·,3 - t ARCHITEC I],t~;~~i || || / 7=3] T==f r=r \ ' 39- ~ & Â«1 FOYER i BUTLER Aps POWER GARAGE DOOR OPENER 2 0/ 1 4 24 11 9 DINING J ~ 1 PANTRY (4811 0 14 201 MAIN STREET #304 M (02 8 11 Y TELEPHONE JACK / INTERCOM N.N.01 CARBONDALE COLORADO 81623 (970; 704-9750 - 1 A==11 [1==1 1=21 / IZ-T- < / 9==== (50 FLUOREMENT LIGHTING O REGESSED CAN LIGHTING Phone: (970) 704-9750 U MA|STER B|ATH - --- || i i g Fax: (970) 704-0287 frÂ« - --I-- L ~ -6~Â¢T 11.b, O -UNCTION BOX E-Mail: jma@sopris.net H* EXTERIOR MONCE - - n | ~ 11 ~~ MUP - 4 SLANTED RECESSED CAN LIeHTING - 1 1 1 11 m 41 11,====~ 4 '77.81Â· .Bv. r.p. 't&t'~'-6, ABV. P.P. I I SLANTED RECESSED CAN LISHTING, DIRECTIONAL 50/ MAX ~ 5074 MAX. 0 0 STRIP/COVE LIGHTINe - 1 - 11 -- 11 #1212= H = 44 ~VE #SY:'mz'l / 1 IÂ»=41 -Pe- - - Â© - -HERS- - -~ - ~ COVERED) POâ€¢r' Il Â« Il Il ~-- CABINET LIGHTINe 9 11 11 1 WATERPROOF RECESSED CAN 4 9 [L= =~- 7- 5014 MAXI 5014 MAX ~ ~Â· ~ SURFACE MOUNT 4 \ // _J_I - D-1.Â¥Â¥. + 144â€¢ ABV. F.F. 1 + 14'-eÂ· ABV. F.F. 11 -0 , 1.00 WATERPROOF SLANTED RECESSED CAN LIGHTING 50211WSEtr -UND ICI SERIES -*40 101 SERIES I 4 k===11 M PENDANT I ~ W 4101-ABZ LENS W#101-ABZ LE)'1 ftÂ» 4- '(Illitlr gl/l}l/j//1l/lI/1ll}5111/jf 7/00*55500/0550Z ~~ ~ ~ ~190WAY +39 + SWITCH uss,v. r,i 1 - _-_- wgi PIMMER BREEZE ~ 6 tRR439*4 JAIO 101 SERIES I 3-WAY SWITCH # ~ 0 W 4101-ABZ .86 W 41014*Z LENS P ABM. FF. Amv. Flp. ~ 3-WAÂ¥ SWITCH W DIMMER p E--d P- - - - - - - - 50.1 MAX. Ell FAN .LIN@ 101 SERIES -UNO 101 SERIES :Â©= FLOOR OUTLET %44%;Stkms *0%-0 11 -A-SFI GROUND> FAULT INTERRUPTER/WATER PROOF DUPLEX RECEPTACLE OUTLET o SOFFIT 4 W-O~ MW.'Fr:. ,-0. A-v. p.p. 10 | LV 5OM MAX BOW MAX. < LOW VOLTAGE LIGHT 50208,4SET 5O2ODPISET 41- Sh* Del. eR,Ut .46Â· WALL LIGHT WALL LIGHT 55PI MAX. O SROUPINGS OF LISHTS TIED TO LIGHT TOUGH PANEL 5020IFISET REGESSED OUTDOOR PATHP4AÂ¥ LISHTING ~ 55Â»4 MAX. 50Pt MAX Lj POST LAMP 1.INC) 101 SERIES '40 101 SERIES B// ~105-ABZ LENS /4101-ABZ LENS INGANDEMENT PENDANT LIGHTINe W> ~AT~ MATCH LINE - 4 COVERED PORCH * FUCK LIGHTING + 540â€¢ ev. GRAPE 55)â€¢1 MAX. 55WN M,Â©C -NE UpIlli!lilli t %000550 1 MATCH LINE Â¤ EXHAUST FAN 5*W MAX 41- 9.-b' Det. empae 41- 54' ABN. eRADE ~ ~ ALARM KEYPAD 502OIWBEr 5O201HSET 50201WSET . woâ€¢ Amv. F.FÂ· L . < 691 POST LAMP POST l.*31, POST LAMP 5Ow MAX. - ~ I GARAGE DR. OPENER Man soloe*eET 1 74- 5'-6" ABV. GRADE WALL LISHr t/ 551,4 MAX \ 502OINSET MAIN LEVEL ELECTRICAL PLAN CEILING FAN ~~C~ POST LAMP --- - f e 9 SCALE: 1/4" = 1 '-O " In~ 0/- 5-5â€¢ ABL 6840'E - 55yl MAX. - 50201,4SEr CEILINe FAN W LIGHT KIT ~ 1 . ~~ NOTE: eENERAL- CONT'~CTOR TO COORDINATE ALL APPLIANCE OUTLETS AND LOCATION REQUIREMENTS. 4 1 f NOTE: LIGHTING REQUIREMENTS MAY VARY BASED ON 1 / 7 4- SPECIFIC CABINETRY / BUILT-IN DESIGN. 1 NOTE: SPECIFIC LIGHTING ZONES AND/OR SCENES I TO BE DETERMINED BY THE LIGHTING CONTRACTOR - AND THE OWNERS. NOTE: FLOOR OUTLETS TO BE DETERMINED BASED ON DE SPECIFIC FURNITURE LAYOUTS PROVIDED BÂ¥ OWNER. / - ..11 / - NOTE: ALL LIGHT FIXTURE SPECS TO BE DETERMINED U m WARE). 11 / 11--11 --il BY THE LIGHTINe CONTRACTOR AND THE OWNERS. 0.0 Al- --- NOTE: REFER TO LANDSCAPE ARCHITECTS DRAWINeS 11 02 11,>F / I f--= ~Â« 23 - FOR SPECIFIC PATHWAY LleHTINe LOCATIONS. rilt \ x *92- SARAE _ ~~;21~. rf./,55 50202*eET WALL LIGHT 421 I 0 :24Â· 50)4 MAX BATH 0 -0 -- I 4+ .11,10 'G' SERIES I 94 4101-eZ ABV. F.F. 5â€¢OW MAX ~ -5:M""09/ U FALL LIGHT' Â»L LIVINe - + 6,00. ISSUED FOR DATE. Dow MAX Ol t*604Â· 0 41 SMR SUBM[VI'AL 10.31.07 502OBPISET P~ALL LIGHT ,-4.Pr. PROGRESS SET 11.19.07 5014 MA>C -1,40 101 9ERIES I W 4101-MIZ Lme U SMR DRC SUBMITTAL 2.14.08 // 4 F- 6 1 41- t-e Del. WRADE 55)4 MAO<. 1-Il 5O2OIPISET I i POST LAMP / DRAW]\G PORCH EI.ECTRICAL PLAN DATE V.,95 2.14.08 + 12'-6. DD#.rr. P254.Fr. ADU EL=ECTRICAL FLAN PR<)11.rr 50)4 MAX. 50+N MAX. 1310 RED BETTE DRIVE JOHN MUIR ARCHITECTS SCALE: 1/4" = 1'- " 4/- s'-&Â· Aet ea,De E.2B 55"1 MAX. 502OIHSET POST LAMP iÂ® GISE[,I I\[O UIOE[OD 'NEId V Nal FQ71 R.71 N.~ 1% 71 R 71 N 71 N 71 0\1 Wy 211 1211 . L 0'hi 12 N 0* 011 ....'....,4/./ 4 .0 4* -El LIEL- I / t... , "*Â· 4.** 201 MAIN STREEr #304 CARBONDALE COLORADO 81623 (970~ 704-9750 PORCH Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net 3 1 P------------------------3 f j PORCH 1 F 1 1 1 -0 El'. + 12' A~. F.F. â€¢12 /84.r:P. 5014 MA>C DOW MAX .UND ICI SERIES -UNO ICI SEKIES EV 4101-ABZ LENS 4 410-ABZ UND 0 1 J 1 -- 1 1 1 ID===41 a , 1 , 11 11Â»=-11 - =L 1 1 1 11 1 1 1 .4 1 1 -8-1 _UL____ I ELECTRICAL SYMBOLS - f 9 -1--- - 11 1/ -to. DUPLEX RECEPTACLE OUTLET + 12" (U.N.09 1 1 DUPLEX RECEPTACLE OUTLET, 81 1 TOP OUTLET SATCHED 1 -11 :@:+42. DUPLEX RECEPTAOLE OUTLET + 42" te=em GROUND FAULT INTERRUPTER DUPLEX W> \\ UTCLE - GROUND> FAULT INTERRUPTEÂ©NATER PROOF N~ \ / DUPLEX RECEPTAGLE OUTLET +12" (U.N.O) 31 lf.t = 32 1214==_ 220 VOLT OUTLET ZEo -0 6-v TELEVISION CABLE OUTLET Man 1~1 COMPUTER OUTLET POWER GARAGE POOR OPENER - - f-- f il N 14 TELEPHONE JACK / <NTERCOM (U.N.O.) FLUORESCENT LIGHTING -- 1 f BATH ,44 0 RECESSED CAN LIGHTING ..4 - // @ -UNCTION BOX ~ 4 SLANTED RECESSED CAN LIGHTING i ~ SCONCE ~I~ 1-14Â· EXTERIOR SCONCE 4-4 SLANTED RECESSED CAN LIGHTING, DIRECTIONAL e 00 STRIP/COVE LIGHTINe 1 Â» = m -| CABINET LIGHTINe - 1 1 - WATERPROOF RECESSED CAN ~ 11 h 1 41 11 1 N P WATERPROOF SLANTED RECESSED CAN LIGHTING - | + SURFACE MOUNT 00 SPIITCH , 1 â€ž-4 1 DIMMER U M 1Â»-11 1 -9/ 1 1 KN 1 5-INAY SITCH T-4 3-JNAÂ¥ SWITCH W DIMMER FAN FLOOR OUTLET 1 1 1 1 GROUND) FAULT INTERRUPT'EXPVATER PROOF ~ ~ ~ DUPLEX RECEPTACLE OUTLET o SOFFIT 1 LOP4 VOLTAGE LIGHT 1 GROUPINGS OF LIGHTS TIED TO LleHT TOUGH PANEL L____-_________________2 RECESSED OUTDOOR PATHWAÂ¥ LIGHTING INCANDESCENT PENPANT LISHTINS FUCK LIeHTINe EXHAUST FAN r-7 rÂ»\ 14 ALARM KEYPAD> GARAGE DR. OPENER L_j L_2 N || ISSUED FOR DATE SMR SUBMI 17AL 10.31.07 CEILING FAN PROGRESS SET 11.19.07 / 4 SMR DRC SUBMITI'AL 2.14.08 l JIL ) CEILING FAN W LIGHT KIT UPPER LEVEL ELECTR ICAL PLAN MATCH LINE ~ < | / MATCH LINE \Â»' Â»/ 0 1/ ~ I / MATCH LINE MATCH LINEE SCALE: 1/4" = 1'-0" DRAWING NOTE: GENERAL CONTRACTOR TO COORDINATE ALL APPLIANCE OUTLETS AND LOCATION REQUIREMENTS. ELECTRICAL PLAN NOTE: LISHTING REQUIREMENTS MAY VARY BASED ON SPECIFIC GABINETRY / BUILT-IN DESIGN. DATE ~ NOTE: SPECIFIC LIGHTING ZONES AND/OR SCENES TO BE DETERMINED BY THE LIGHTING CONIRACTOR 2.14.08 / ANC> THE OWNERS. -Nicer NOTE: FLOOR OUTLETS TO BE DETERMINED BASED ON ~ SPECIFIC FURNITURE LAYOUTS PROVIDED BY OWNER 1310 RED BUITE DRIVE NOTE: ALL LleHT FIXTURE SPECS TO BE DETERMINED fi :~:~5- FOR sPECIFIC PATHWAY LISHTING LOCATIONS. E.3 - BÂ¥ THE LleHTINe CONTRACTOR ANC> THE OWNERS. NOTE: REFER TO LANDSCAPE ARCHITECTS DRAMINGS 1 4 \1 F-1 --3/ 4 -1 GISERI INOLLS UIOUOD'NE[cISV 4-,jÂ® # t; 26 @]434 m 68 - THE CITY OF ASPEN City of Aspen Community Development Department CASE NUMBER 0065.2007.ASLU PARCEL ID NUMBER 2735 0130 3012 PROJECTS ADDRESS 1310 RED BUTTE DR PLANNER JASON LASSER CASE DESCRIPTION DEMO AND SFR REPRESENTATIVE AV -20 PROPERTIES DATE OF FINAL ACTION 8.27.2009 CLOSED BY Angela Scorey on 08/27/2009 Ble Edit Record Navigate FQrm Reports Format Iab telp 9 @ >X , e 4 g I li L Â® 4 e U -] 19 .1 _f_..31 2118 'A lump i : 40 1 Il O I el de 4 4 1 J-/ 43/-4 ~t . 2 ' .1 1 1 Main~ Custom Fjelds | Actions | Feei' | Fee Summa,2 1 Valuation | Parcels | Sub Eermits | Conditions | Routing History ~ Permit Type ~aslu _~]Aspen Land Use Permit # ~0065.2007.ASLU Address |1310 kED BUTTE DR gj Apt/Suite j City ~AS PEN Slate |CO~ Zip |81611 ~ Permit Information - --- *-" Master Permit | Routing Queue |aslu07 Applied ~11/06/2007 13 molect 1 .g~ Status jpending App,oved | 1.23 Description ~ESA-DEMO AND NEW SFR Issued 1 21 Final I Ill Submitted ]JOSH SMITH 704-9750 Clock |Aunning Days ~ 6 Expires |tom /2008 -] Owner ) Last Name ~AV-20 PROPERTIES LLC g~ First Name ~ 15773 WOODWAY DR , !800 Phone~ ]HOUSTON TX 77057 9 Owner Is Applicant? Applicant Last Name |AV-20 PROPERTIES LLC .@~ First Name 1 |5773 WOODWAY DR 800 Phone ~ Cust # 27989 .g~ |HOUSTON TX 77057 Lender Last Name | *~ Filst Name ] ~ Phone ~ 1 Erc<f- 18: 212'3 0{30_420, 1* __ ____ -_ ==t Enter the main line of the permit address AspenGold[b) Edit Record. 2 of 2 se}ON)13!no 1 xoqpol 1 sdnoig gel 1 [Ei Permits u m Â· 1 . JOHN MUIR ARCHITECTS,Inc. To: ' City of Aspen, Building and planning Garfield County, Colorado From: Jerry Schlief Mailing address: AV-20 Properties, LLC 5773 Woodway Dr #800 Houston TX 77057 - Phone: (713) 882-5025 Date: October 2,2007 RE: Authorization of Owners' Representative I32 Red Butte Drive, Lot 2 Block 2 /3 16 , Aspen, Colorado With this letter I authorize John Muir Architects to act on my behalf in the application for all necessary permits and approvals for my property located at 1310 Red Butte Drive. . Representative: John Muir Architects 201 Main Street, Suite 304 Carbondale, CO 81623 Phone: 970.704.9750 ' Fax: 970.704.0287 Signed: 9Â»AT 4 /01 0 109 Jerry Sthlief n A N A GE~ Date j 7 201 Main Street Carbondale, Suite 304, Colorado 81623 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net Responses to DRC comments for 1310 Red Butte Drive Stream Margin Review Parks Department: See attached drainage study and sheet C. 1 grading drainage plan. See detail on sheet L-1, contractor will contact city forester. Questions 3-10 were addressed during discussions between Cathy Markle and Brian Flynn. Please discuss resolutions with Brian. City of Aspen Engineering Department Project specific comments: 1. Storm water- The drywell and drainage will be addressed by LPK Engineering, see at- tached drawings and details 2. Excavation- Where possible the stabilization will occur within the building envelope, any- where this will not be possible temporary shoring will be used and removed before comple- tion of construction. Please see attached e-mail from Tom Szynakiewicz with Hayward Baker for proposed methods. After discussion with Trisha Nelson it is my understanding that shoring is allowed in the setbacks as long as it is temporary. 3. Setback- The landscape designer, Cathy Markle, and Brian Flynn have discussed how this area will be handled since the existing structure occupies the area within the 15' setback. See the notes and areas with revision clouds on sheets L. 1-L3. 4. Driveway- Discussed between Cathy Markle and Brian Flynn on site. 5. Permits- Further discussion to take place between Cathy Markle and Brian Flynn. Comments from Todd Grange 1. Demo architectural plans have been included, see sheet AO.5. 2. Lot size and lot area- shading and calculations shown on sheet 1.2 3. Existing path has been removed, grading was addressed per Brian Flynn's recommendations 4. Roof heights and points are shown on sheets A4.1-A4.5. See sheet 1.3 for roof plan over topo with marked heights. 6. Alllights over covered porches on the river side are recessed can lights, downward directed, have frosted lenses to obscure the point light source, and bulb wattage will not exceed 50W per fixture. The lighting which is above 12'-0" is fully recessed and point light source is not visible. The wall mount fixture on the lower level will be below grade and will not be visible from the river. See cut sheets for fixtures located in the back of the 8.5"x 11 " stapled to the front of the submittal package. Pendant, walllight, and post lamps on the street side ofthe house utilize water glass to obscure the point light source and combined wattage of lamps will not exceed 50W. See sheet L.1 for location of pedestal/ bollard lighting, fixture 30201WGET outdoor post lamp. 7. Garage entrance has been revised to comply with the 24' max. entrance width. 8. See sheet AO.2 for F.A.R. calculations. Covered decks fall under the 15% rule of Section 26.575.0.020 and deck and balcony areas have been noted on the F.A.R. sheet. 201 Main Street Carbondale, Suite 304, Colorado 81623 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net d .11 JOHNMUIR ARCHITECTS,Inc CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Agreement for Payment of City of Aspen Development Application Fees CITY OF ASPEN (hereinafter CITY) and AU - 2,5 FRO~Â¥1*7/26 (hereinafter APPLICANT) AGREE AS FOLLOWS: 1. APPLICANT has submitted to CITY an application for 8 tO RE.6 8077Â£ bel/2- 1 (hereinafter, THE, PROJECT). 2. APPLICANT uiiderstands 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 ofthe 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. APPLICANT 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 ofrecovering 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 waiver of its right to collect full fees prior to a determination of application completeness, APPUCANT shall pay an initial deposit in the amount of $ 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 $235.00 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 AA 7 1,11 14 - Â»121 By: By: i -+4/U,L,[ Chris Bendon (*fRALD w. s-c HL,1 E F j M A NAGER Community Development Director Date: OCT. 14Â·; 1007 Bill To Mailing Address and Telephone Number: 57'73 Â« 000\NAN 0 Â£ 41 FOD Mous 'Tow -T- X 770 3 7 '7 j 3 - ff 2 - 6'02 5- ATTACHMENT 2 -LAND USE APPLICATION PPLICANT: Name: AV- 20 pROPECT(SE LLC Location: 13/0 REA 8(7776 i LOT 2. BC.ou<. 2.2 2/Els gul-7Â£ Seal:>/(/15,0,2 (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) 2785 0/30 30 /1 REPRESENTATIVE: Name: --lowu Hole- ARC#t780TJ, C.oky'racrt Jos,; 5,1/T# Address: 201 MA,w GreEET, 571 304 CARROUDUL. CO 814,2-3 Phone #: 704.9750 PROJECT: Name: /310 RED 80*ra. - Sc#usp .ZE Address: /3/0 Â£83 RUT-rE bRAVE. Phone #: TYPE oF APPLICATION: (please check all that apply): Conditional Use U Conceptual PUD U Conceptual Historic Devt. Special Review U Final PUD (& PUD Amendment) U Final Historic Development Design Review Appeal U Conceptual SPA U Minor Historic DevÂ·t. GMQS Allotment Â£ Final SPA (& SPA Amendment) U Historic Demolition GMQS Exemption U Subdivision U Historic Designation ESA - 8040 Greenline, Stream U Subdivision Exemption (includes U Small Lodge Conversion/ Margin, Hallam Lake Bluff, condominiumization) Expansion Mountain View Plane U Lot Split U Temporary Use U Other: U Lot Line Adjustment U Text/Map Amendment EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) 5//*LE- FLUNY RES/t>Ep-TIAL . TO 82 ZEMAL/SHEC> PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) **O-) 4/,O~LE F,U.1/L'r' CBS,68A-,T/*LÂ· 76 82- EC-)/CT Have you attached the following? FEES DUE: $ ~ Pre-Application Conference Summary U Attachment #1, Signed Fee Agreement ~ Response to Attachment #3, Dimensional Requirements Form ~1 Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards 111 plans that are larger than 8.5" x 11" must be folded and a floppy disk with an electronic copy of all written ;xt (Microsoft Word Format) must be submitted as part of the application. gul muum ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: /310 '26#â€¢ 8,/77-2 13,!3/ Â£/4- - 5c#u;A-g Applicant: AV- 20 FREÂ¥*Â£.7/Es Location: /x ;O RE,b 8077Â£ 2121 01 Zone District: 2 -30 Lot Size: 39,O/9 Â·54. FT. Lot Area: 24,774, (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: M~k Proposed: 14 Ak Number of residential units: Existing: 1 Proposed: Number of bedrooms: Existing: S Proposed: Proposed % of demolition (Historic properties only): A)/A DIMENSIONS: Floor Area: Existing: 5,OIl Allowable: 5,20-1 Proposed: 5,205 Principal bldg. height: Existing: 221 Allowable: 15' Proposed: 15' Access.bldg. height Existing: h#k Allowable: '225' Proposed: 15' On-Site parking: Existing: 3 Required: 3 Proposed: 8 % Site coverage: Existing: 9 7% Required: PeÂ»L Proposed: 11 70 % Open Space: Existing: 91 70 Required: MOAJE proposed: 79 > Front Setback: Existing: 25'-D" Required: 10' Proposed: 10' 5'- }t 15' Rear Setback: Existing:FleM T.0.8.Required:Fe- 7.98. Proposed: 24 LION," Combined F/R: Existing: 30'-/0" Required: 45' proposed: 54'-10'4" , 14 Side Setback: Existing: 10 - O Required: 10'-O" Proposed: 10 -O Side Setback: Existing: 12> G" Required: 20' EnD,lier Proposed: Zo' REslecrEA Combined Sides: Existing:22'-42 Required: go'-Ch' Proposed: 30'-O* Distance Between Existing N/* Required: 1â‚¬-b" Proposed: 11' â‚¬, Buildings Goeke:T CA*R. Existing non-conformities or encroachments: Extsukx~ blick. Aub 7:Â·62-rleÂ£1 OP Bl>il.blk)(f AkiE- 6-1/7-4/1.1 /6'-O " OP 7* 0~ 8*Â£ Variations requested: No,UIL .N r. * 51/1 6-m i F .32 /1/ Tf t.= ~ARCHITECTS, Inc JOHN Mt'IR ~ Description of proposal-1310 Red Butte Drive Proposed development to include demolition of existing single family structure to be re- placed with new single family residenve. Stream margin review standards: 1. N/A- Existing and proposed development is not located within the flood hazard area/ 100 year flood plain. 2. Recommendations of said agencies will be implemented to the greatest extent practica- ble. 0 3. Area outside o f the designated building envelope will remain undisturbed. Envelope will be barricaded per the stated requirements. 4. Proposed development will not pollute or interfere with the natural changes of the river, stream, or other tributaries, including erosion and/or sedimentation during construction. Any on-site drainage issues will be addressed per a grading and erosion control plan pri)- vided at time of building permit submittal, all drainage will be accommodated within the parcel, no drainage will be allowed into the river or onto its banks. Pools and hot tubs will no be drained outside of the building envelope. 5. N/A- water course will not be altered or relocated. 6. N/A- see item five above. 7. N/A- no work will take place within the 100 year flood plain. 8. Only native vegetation will occur within 15'-0" of the top of bank, see included land- scape plan. 9. Development outside of 15'-0"setback from top of bank occurs within the 45 degree plane as described, see included site sections. 10. A landscape plan is included for review which follows stated guidelines. 11. All'exterior lighting will be in compliance with section 26.575.150, see included exterior lighting plan. 12. See included site sections and elevations. 13. Identification of wetlands and riparian zones are noted on landscape plan. Proposed construction techniques: ' Typical residential construction methods. Soil to be laid back on site, excess to be trucked out if required. Soil stabilization implemented if required. 201 Main Street Carbondale, Suite 304, Colorado 81623 ' Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net ./ ifI;Ik; LAMp (1~ GoT -te, EXECE-t> ~~k) PER- ci-r* 01= 5 <aâ€¢-:k ~ *Ek) RES[bU.,rAL L.14#fr/Â£04 572&0#eaS " Juno 4" MINIATURE UNIVERSAL PrOiect: IC HOUSING Fixture Type: INCAINDESCENT LAMPS Location: Icl Contact/Phone: PRODUCT DESCRIPTION DIMENSIONS IC Air-LocÂ® Housing with all 4" trims complies with IECC, Washington State and other state Energy Codes â€¢ Double wall construction â€¢ Energy efficient, sealed inner housing does not 9 require separate ALG gasket â€¢ Air-Loc housing stops infiltration -1, Moi i and exfiltration of air, reducing heating and cooling costs â€¢ Can 6" be completely covered with insulation, 9 PRODUCT SPECIFICATIONS my),rl. .... ml Lamp Lamp ratings based on trim selected - see reverse. Socket Medium base porcelain with nickel-plated copper screw shell. Trims Trim selection shown on reverse. Labels U.L. listed for through-branch wiring, damp locations and -I' IP â€¢ Product thermally protected against improper use of lamps â€¢ Union made AFL-CIO. â€¢ UL Listed/CSA certified â€¢ Trim No. 12, -fT 4101,4102 and 4181 are wet location approved for covered 4 131/2" ceiling applications â€¢ Trims 14,17 are wet location approved for Â® Will expand covered ceiling applications, when used with outdoor rated 6" Ii,~ to 25" lamps. (Reduces to 8 1/8" Testing All reports are based on published industry procedures; 3 with breakaway . 2 Â· feature) field performance may differ from laboratory performance. - Product specifications subiect to change without notice. INSTALLATION -6 â€ž1_ Real Nail 3 Bar Hangers Telescoping, patent-pending Real Nail 3 p 9 1/8" system permits quick placement of housing anywhere within 24" 12" O.C. loists or suspended ceilings â€¢ Integral Tbar notch and clip secures housing in suspended ceiling grid - no accessory clips required â€¢ 24" expansion stop allows quick placement of fixture in standard grid spacing â€¢ Bars scored in two locations for fast, clean breaking, allowing housing installation in tight applications 4 1/2" CEILING CUTOUT â€¢ Bars captive to mounting frame â€¢ Edge-mounted for extra strength â€¢ Captive bugle-headed ring shank nail for quick one-step installation and easy removal with claw hammer for fixture relocation â€¢ Quick-Loc slot and oversized locking set screw lock fixture in position â€¢ Bar hanger foot contoured to align to bottom ACCESSORIES of construction loist â€¢ Alternate mounting holes included. Catalog No. Description Junction Box Pre-wired iunction box provided with (5) W" and 4TSA Tomion Spdng Adapter (for originol style housing) (1) 37 knockouts, (4) Romex connectors and ground wire, U.L. GU10-WHIP GU] 0 Socket Whip listed/CSA certified for through-branch wiring, maximum 8 No. 12 AWG 90Â° C branch circuit conductors (3 in, 3 out) â€¢ Junction To order,specify catalog number. box provided with removable access plates â€¢ Knockouts equipped with pryout slots. Mounting Frame 22-gauge die-formed galvanized steel mounting frame â€¢ 8%" L x 6" W, (excluding bar hangers) â€¢ Rough-in section (iunction box, mounting frame, housing and bar hangers) fully assembled for ease of installation. Housing Air-Loc IC housing,.032" aluminum â€¢ Inner housing is vertically adiustable to accommodate up to a 1 37 ceiling thickness. PRODUCTCODES Catalog Number Input Voltage Lamp Rating (max.) 0 1(1 120V Al 9/Rl 4/Rl 6/R20/PAR] 6/PAR20 Gee reverse for mox. trim roting) JUNO LIGHTING GRoup REV-4/05 i ICYÂ«Sefies 4" Iritkinflbscit Housirt'9 -~9II,9~4~: juno Features â€¢ 4" Housing â€¢ Medium base porcelain socket with nickel-plated copper screw shell i.37/&. 14 1 ...'...1 . â€¢ Housing is vertically adjustable to accommodate & m,1 y. 4. A.t .....t., up to al" ceiling thickness - W ./1 ....= > I. *996. ..:liwilif.â‚¬ .. ..6 1 - â€¢ Aluminum housing is fuliy assembled for ease of -Â·dI-11-49Â¢- - 446 yAUWll~~ installation 2 -9 â€¢ Shipped with socket cap to protect against paint overspray â€¢ Real Nailâ„¢ 3 bar hangers: telescoping system with pre-installed removable nail for easy repositioning of housing in joist construction â€¢ Integral T-bar clip Description for secure installation in suspended ceitings â€¢ Patented breakaway bars for tight joist spacing IC rated, energy efficient Air-LocÂ® sealed double wall â€¢ Bar hangers may be re-positioned 90Â° â€¢ Curved construction housing does not require separate foot facilitates alignment with joist bottom Air-Loc gasket â€¢ Can be completely covered with E1 â€¢ Quick-Loc slot and oversized set screw lock insulation â€¢ Air-Loc housing with all trims stops fixture in position infiltration and exfiltration of air, reducing heating \.-, â€¢ Pre-wired junction box with (6) 1/2" and (1) 3/4" and cooling costs 0 knockouts with pryout slots, (4) Romex' Listings connectors, and ground wire <~ â€¢ Shadow-free, knife-edge trim design blends UL Listed, C-UL/CSA certified for through-branch <h* smoothly into the ceiling and allows architectural wiring, damp and wet locations â€¢ Washington State, continuity with Aculuxâ„¢trims lECC and MEC energy codes as tested per â€¢ UL Listed, C-UL/CSA certified for through-branch ASTM-E283 â€¢ Wet location listed with trims 11,12, 1 wiring, maximum (6) #12 AWG minimum 90Â° C 4101, 4102 and 4181 â€¢ Wet location listed with trims branch circuit conductors (3 in, 3 out) 14 and 17 with outdoor rated PAR20 lamps â€¢ Thermally protected against improper use of â€¢ Conforms with City of Chicago IP requirements rÂ¥ A- lamps .3-- 1- â€¢ Lamp wattage ratings and apertures based on trim CD selection on pages 35-37 . Ordering Information Accessories Catalog Number: IC1 - Standard Catalog Number Description Catalog Number: IC1 S - IC1 with smaller footprint bar GU10-WHIP Medium base hanger (Real NaiP 2) to GU10 base Catalog Number: 1C1W - IC1 with push-in electrical flexible socket connectors for fast, secure installation adapter (use with 440 & 448 trims only) T599 1 " Socket Extender Dimensions 1 . 4 131/2" -L 7-Â«0. 11. Will expand LI to 25" G Ah (Reduces to 8 1/2" 11. OIl #Â¥1 with breakaway i featu re) - 12 ....... .1 4 1/2" Ceiling Cutout * I ~- 91/8" -1 - T. 12" , ~ JUNO L}GHTiNG GROUP ~ IQUIRE D www.junolightinggroup.com 3 1 Juno Lighting Group Page 1 of 1 Home , Juno Indy Alla Acculite Elate Modulight Aculux NaviLite DanaUte Brand Profile New Produds Product Selector Applications 16 Flles Spec Sheets Inshuction Sheets Uterat:.ne Feedback PRODUCT INDEX Vpm/ Coarrh I | C Juno C All L_Â§93 Residential Recessed juno Commercial Recessed 4" Frosted Glass Dome Lensed Trim 1 I. ...I . ..1.! 9| ~~' Trac Lighting Undercabinet Lighting Â· ~ ..... 0 Catalog No: 4101-ABZ, 4101-SC, 4101-WH - 4 Description: 4" Frosted Glass Dome Lensed Trim I - Colors/Finishes: Trim Ring: Classic Aged Bronze (ABZ) ; Satin Chrome (SC) or White (WH) . Product Guide Page: View Spec Sheet: View Instruction Sheet: View IES File: View High Res Image: View Line Art: View 0 ~,b:. L#~Â· # !~0 04*P Privacy Policy I Site Map http://w-wwjunolightinggroup.com/product_detail.asp?ino==1942&Sel Id==1477&brand==1 10/3/2007 4" MINIATURE UNIVERSAL IC HOUSING INCAINDESCENT LAMPS IC1 TRIMS/LAMPS Cat. No. Description Max. Lamp Rating Cat. No. Description Max. Lomp Rating ~ 11-WH Drop Opal 3OW R20 Ble *4101-WH Beveled Dome Shower 5OW PAR20, (61*1181-liz Beve1ed Dome Shower 30* R?0 ~ beveled Uome bhower Im:!A * 12W-WH Shower Trim, frosted perimter lens 30\WR20, - Shower Trim, frosted permter lens 5OW PAR20 E)23 *4102-WH Beveled Shower 5OW PAR20, - * 12WABZ Shower Trim, frosted perimter lens must use T599 62 *4102-SC Beveled Shower 3OW R20 Socket Extender *4102-ABZ Beveled Shower c~*3 13-WH 2" Pinhole with Integral Shield 30W R20/ 4103FROST-WH Beveled Cylinder 50W PAR/R20 35VV PAR20 4103FROST-SC Beveled Cylinder 14B-WH Block Baffle 4104C-WH Beveled Cone 5OW PAR/R20 r're:m 14B-PB Block Borne 50?\/ PAR20/R20 Ell,~m 4104B-WH Beveled Cone 14B-SC Black Boffle 4104HZ-WH Beveled Cone 14B-ABZ Black Baffle 4104HZ-SC Beveled Cone 14WWH White Borne 4104WHZ-WH Beveled Cone 4104WHZ-ABZ Beveled Cone 16-WH Scoop Wall Wash with higher 25* R] 4/40\N R16 inner shield intermediate screw 4150FROST-WH Cylinder 50W PAR20, base 4150FROST-SC Cylinder 30W R20 Cylinder 17C-WH Cone - Clear AlzakÂ® (r-33 4150COBALT-WH Cylinder 17G-WH Cone - Gold AlzokÂ® 4==f 4150COBALT-SC Cylinder 17B-WH Cone - Black Alzak' 50W PAR20/R20 4150MESH-WH Cylinder Cone- Pewter AlzakÂ® 4150MESH-SC Cylinder 0 0 <UL._33 17w-WH Cone - Gloss White Emon 17HZ-WH Gone - Haze 4151 FROST-WH Convex Glass 50* PAR20, 17WHZ-WH Gone - Wheat Haze 4151COBALT-WH Convex Glass 3OW R20 17'WHZ-ABZ Cone - Wheat Haze (trsion spring attachment) CIm Emm Mini Eyeball 4152AMBER-WH Dropped Disk 3OW R20 Mini Eyeball 60W PAR16 ali3 4152FROST-WH Dropped Disk 50W PAR20, 4152COBALT-WH Dropped Disk 19-WH Mini Eyeball 25WR14/40WR16 19-PB Mini Eyeball intermediate screw Â»~ 4153GLASS-WH Square Glass c.:m 5OW PAR20, base 30?V R20 nA 440-WH Flush Gimbal Ring 35W MR 16/ Flush Gimbal Ring ES 16 GU 10 base /1239=Ej 4154COOL-WH Segmented Arcs 50W PAR20, Flush Gimbal Ring (Requires GU 10-WHIP) ~ 4154WARM-WH Segmented Arcs 3OW R20 Flush G mbal Ring - (New tighter gap, uses 2" optical medial CIEE ---~ 4180FROST Solid Glass Collar 50W PAR/R20 (torsion spring attachment) rt:mm 448-WH Eyeball with Black Baffle 35\N MR 16/ E-3 448-PB Eyeboll with Black Baffle ES16 GU 10 base BPIB 448-5C Eyeball with Black Baffle (Requires GU 10-WHIP) - *4181CLEAR All Glass Shower 35VV PAR20, Ilorsion spring attachment) 300/ R20 Trim Size: 5" O.D. Trim Finish: ABZ - Classic Aged Bronze, BL- Black, GP - Graphite, PB - Polished Brass, PW - Plastic White (Polycarbonate material shower trim), SC - Satin Chrome, SL- Silver, WH - White. Alzak is a registered trademark of Alcoa Corp. Note: In Canada when insulation is present, Type IC fixtures must be used. ~ JUNO IC housings meet IECC Energy Code requirements per ASTM E283. Air-LocÂ® rated trims are pregasketed for minimum air leakage with IC housings. * UL Usled for use in wet location. ** Ul Listed for use in wet location with outdoor rated lamp. ~~ 1300 S. Wolf Road â€¢ P.O. Box 5065 â€¢ Des Plaines, IL 60017-5065 â€¢ Phone (847) 827-9880 â€¢ Fax (847) 827-2925 JUN00(GHTIN{GGRO, 220 Chrysler Drive â€¢ Brampton, Ontario â€¢ Canada L65 6B6 â€¢ Phone (905) 792-7335 â€¢ Fax (905) 792-0064 Visit us at www.junolightinggroup.com Printed in U.S.A. Â©2005 Juno lighting, Inc. Maxim Outdoor Light Fixture lestlake Series Page 9 of 12 1 . ~ 30208WGET: Whittier OutdoZ'Wall Light Fixture . â€¢ Width: 10" â€¢ Height: 25.5" â€¢ Extension: 14" . Bulb: 3 x 60 Watt Candelabra Base â€¢ Shade: Water Glass ~Im//71" â€¢ Material: Trisyn . Finish: Earth Tone $158.40 'Â¥17/ Â£Alse T kje-re: CO#18/DES C,uAT-TAqE_ op- LAMPS MOT -70 8%<AU) 50 60 PEA C.,1'TY OF ASpEA) RESIDEA>nat LtfHT/L4 STUSÂ©AUS . - 30209WGET: Whittier Outdoor Wall Light Fixture â€¢ Width: 12" â€¢ Height: 30.5" â€¢ Extension: 16" â€¢ Bulb: 3 x 60 Watt Candelabra Base â€¢ Shade: Water Glass â€¢ Material: Trisyn , 1 :f â€¢ Finish: Earth Tone IMANT'jill 10; 11 m.y/1.- $212.85 tr W WE, 1/1/. *Acla.ut 30210WGET: Whittier Outdoor Pendant o Width: 10" â€¢ Height: 21" â€¢ Bulb: 3 x 60 Watt Candelabra Base . Shade: Water Glass â€¢ Material: Trisyn â€¢ Finish: Earth Tone $118.80 951"16/Lge http://www.garbes.com/maxim/outdoor-light-fixtures.html 10/3/2007 Maxim Outdoor Light Fixt--s: Westlake Series Page 6 of 12 4662: Wharf Wall Light Fixture Outdoor â€¢ Width: 7" 19 ,%*, â€¢ Height: 12" =/i alli.W â€¢ Extension: 8.5" â€¢ Bulb: 1 x 60 Watt Medium Base â€¢ Shade: Seedy Glass â€¢ Material: cast alumin â€¢ Options: Seedy Glass with Country Stone Finish (not 1 shown) $26.24 ~6 (0 ->f â€¢ Options: Seedy Glass with Pewter Finish (shown) le.2 $26.24 5~da" 30200WGET: Whittier Outdoor Post Lamp A â€¢ Width: 8" /421 . Height: 17" .Pr#PUFM4 -'-4'12 ek â€¢ Bulb: 1 x 100 Watt Medium Base â€¢ Shade: Water Glass . 1, N â€¢ Material: Trisyn .1 â€¢ Finish: Earth Tone ,%1~mr $92.40 Â£Jww Post and Pier Mounts 47 30201 WGET: Whittier Outdoor Post Lamp di â€¢ Width: 10" f*ll=.=1. â€¢ Height: 21" â€¢ Bulb: 3 x 60 Watt Candelabra Base ~.-1--fr- ..I-- â„¢-'.N â€¢ Shade: Water Glass â€¢ Material: Trisyn - t /lik,â€¢74 .//)iiI â€¢ Finish: Earth Tone , 11 $107.25 ; ..=7 1 t and Pier Mo 90111: CoMB/joat) LOATTA<~R, OF L.-1 HY-1 k)0-T To R.yclE.E.6 35 41 PER_ <2179 DF- AspE.Pe RJEWibâ‚¬AoT/46 Lk#fr./Axi STAot>Amas http://www.garbes.com/maxim/outdoor-light-fixtures.html 10/3/2007 Maxim Outdoor Light Fixture -Vestlake Series Page 10 of 12 . -I'l---'- 30211WGET: Whittier Outdoor Pendant i 1. 1-- â€¢ Width: 12" â€¢ Height: 25" â€¢ Bulb: 3 x 60 Watt Candelabra Base â€¢ Shade: Water Glass . Material: Trisyn â€¢ Finish: Earth Tone it i f Ji,>? $155.10 1 .I thow ' NOTE: CohIBIAJAD (Â£16774~/2- OF- U+46 907 76 EXCULA 50(.0 PAIL C.17'f OF- ASPER RCLSIC)Â£6-3T* L LI*fr/U* 37*â€¢at.826& ~--S?!'7WMÂ¢T: Whittier Outdoor Flush to Ceiling â€¢ Width: 14" â€¢ Height: 7" ./-3.Ii....Ii...ramille':J///Al â€¢ Bulb: 2 x 60 Watt Medium Base 81//1///Irs;,obar#/64,~-,2F~<fi,LA~ . Shade: Water Glass A////9/319&/6///P/13*~ril â€¢ Material: Trisyn -=Ii=-0.'....-lf - 1*&.9. . Finish: Earth Tone .MN...8."..2821.SL"WA.im i m uqi.il S90.75 16rchase Outdoor Lighting Fixtures Outdoor Lighting :|~~2}ex I Garbe Industries, Inc. 1-800-735-2241 (918) 627-0284 4137 S. 72nd E. Ave. Tulsa, OK. 74145 DEPARTMENTS â€¢ Home Page â€¢ Light Fixtures â€¢ Bath & Sconce â€¢ Ceiling Lighting . Tiffany http://www. garbes.com/maxim/outdoor-light-fixtures.html 10/3/2007 Land Title Guarantee Company Date: September 16, 2005 AV20 PROPERTIES, LLC, A TEXAS LIMITED LIABILITY COMPANY 4054 N. BRAESWOOD BLVD. HOUSTON, TX 77025 Enclosed please find the title insurance policy for your property located at 1310 RED BUTTE DRIVE ASPEN CO 81611 The following endorsements are included in this policy: Deletion of Standard Exception(s) Please review this policy in its entirety. In the event that you find any discrepancy, or if you have any questions regarding your final title policy, you may contact Title Department Phone: 970-925-1678 Fax:970-925-6243 Please refer to our Order No. 0386873 Should you decide to sell the property described in this policy, or if you are required to purchase a new title commitment for mortgage purposes, you may be entitled to a credit toward future title insurance premiums. Land Title Guarantee Company will retain a copy of this policy so we will be able to provide future products and services to you quickly and efficiently. Thank you for giving us the opportunity to serve you. Sincerely, Land Title Guarantee Company *** 4 -- 4 Owner' s Policy American Land Title Association Owner's Policy 10-17-92 SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE ** CONDITIONS AND STIPULATIONS, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, a Minnesota corporation, herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Ttle to the 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. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Company will also pay the costs, attorney's fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipulations. IN WITNESS WHEREOF, the said OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY has caused its corporate name and seal to be hereunto affixed by its duly authorized officers as of the date shown in Schedule A, the policy to be valid when countersigned by an authorized officer or agent of the Company, EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation Oncluding but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or Ov) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy, (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims, or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the estate or interest insured by this policy. 4, Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or Oi) the transaction creating the estate or interest insured by this policy being deemed preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY A Stock Company 400 Second Avenue South Minneapolis, Minnesota 55401 (612) 371-1111 Issued through the Office of: LAND TITLE GUARANTEE COMPANY :'*p.LTITLe/,4 533 E HOPKINS #102 SeÂ¥** ts..... ASPEN, CO 81611 :47* n * St --- 970-925-1678 %9* 6b *13 4 :0$* .11 *mi J l.o_~oAME 1 r_ # oo m, 230 * * * ?/1.f ,''710 k9' ... Authorized Signature AO.ORT (Form 402D) Cover Page 1 of 3 (c) Whenever the Company shall have brought an action or interposed a defense as CONDITIONS AND STIPULATIONS required or permitted by the provisions of this policy, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly 1. Definition of Terms. reserves the right, in its sole discretion, to appeal from any adversejudgment or order. The following terms when used in this policy mean: (d) In all cases where this policy pennits or requires the Company to prosecute or (a) "insured": the insured named in Schedule A, and, subject to any rights or defenses provide for the defense of any action or proceeding, the insured shall secure to the the Company would have had against the named insured, those who succeed Company the right to so prosecute or provide defense in the action or proceeding, and all to the interest of the named insured by operation of law as distinguished from appeals therein, and permit the Company to use, at its option, the name of the insured for purchase including, but not limited to, heirs, distributees, devisees, survivors, this purpose. Whenever requested by the Company, the insured, at the Company's expense, personal representatives, next of kin, or corporate or fiduciary successors. shall give the Company all reasonable aid (i) in any action or proceeding, securing (b) "insured claimant": an insured claiming loss or damage. evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or (c) "knowledge" or "known": actual knowledge, not constructive knowledge or notice effecting settlement, and Oi) in any other lawful act which in the opinion of the Company which may be imputed to an insured by reason of the public records as defined in this policy may be necessary or desireable to establish the title to the estate or interest as insured. or any other records which impart constructive notice of matters affecting the land. If the Company is prejudiced by the failure of the insured to furnish the required (d) "land": the land described or referred to in Schedule A, and improvements affixed cooperation, the Company's obligations to the insured under the policy shall terminate, thereto which by law constitute real property. The term "land" does not include any property including any liability or obligation to defend, prosecute, or continue any litigation, beyond the lines of the area described or referred to in Schedule A nor any right, title, with regard to the matter or matters requiring such cooperation. interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways, but nothing herein shall modify or limit the extent to which a right of access 5. Proof of Loss or Damaae. to and from the land is insured by this policy. In addition to and after the notices required under Section 3 of these Conditions (e) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. and Stipulations have been provided the Company, a proof of loss or damage signed and (f) "public records": records established under state statutes at Date of Policy for the sworn to by the insured claimant shall be furnished to the Company within 90 days after the purpose of imparting constructive notice of matters relating to real property to purchasers insured claimant shall ascertain the facts giving rise to the loss or damage. The proof of for value and without knowledge. With respect to Section 1 (a)(iv) of the Exclusions from loss or damage shall describe the defect in, or lien or encumbrance on the title, or other Coverage, "public records" shall also include environmental protection liens filed in the matter insured against by this policy which constitutes the basis of loss or damage and records of the clerk of the United States district court for the district in which the land shall state, to the extent possible, the basis of calculating the amount of the loss or is located. damage. If the Company is prejudiced by the failure of the insured claimant to provide (g) "unmarketability of the title": an alleged or apparent matter affecting the title to the required proof of loss or damage, the Company's obligations to the insured under the the land, not excluded or excepted from coverage, which would entitle a purchaser of the policy shall terminate, including any liability or obligation to defend, prosecute, or estate or interest described in Schedule A to be released from the obligation to purchase continue any litigation, with regard to the matter or matters requiring such proof of by virture of a contractual condition requiring the delivery of marketable title. loss or damage. In addition, the insured claimant may reasonably be required to submit to examination 2. Continuation of Insurance After Conveyance of Title. under oath by any authorized representative of the Company and shall produce for examination, The following coverage of this policy shall continue in force as of Date of Policy in favor inspection and copying, at such reasonable times and places as may be designated by any of an insured only so long as the insured retains an estate or interest in the land, or holds an authorized representative of the Company, all records, books, ledgers, checks, correspondence indebtedness secured by a purchase money mortgage given by a purchaser from the insured, and memoranda, whether bearing a date before or after Date of Policy, which reasonably or only so long as the insured shall have liability by reason of covenants of warranty made pertain to the loss or damage. Further, if requested by any authorized representative of by the insured in any transfer or conveyance of the estate or interest. This policy shall the Company, the insured claimant shall grant its permission, in writing, for any not continue in force in favor of any purchaser from the insured of either 0 an estate authorized representative of the Company to examine, inspect and copy all records, books, or interest in the land, or (ii) an indebtedness secured by a purchase money mortgage given ledgers, checks, correspondense and memoranda in the custody or control of a third party, to the insured. which reasonably pertain to the loss or damage. All infonnation designated as confidential by the insured claimant provided to the Company pursuant to this Section shall not be 3. Notice of Claim to be Given by Insured Claimant. disclosed to others unless, in the reasonable judgment of the Company, it is necessary in The insured shall notify the Company promptly in writing (i) in case of any litigation the administration of the claim. Failure of the insured claimant to submit for examination as set forth in Section 4(a) below, (ii) in case knowledge shall come to an insured hereunder under oath, produce other reasonably requested information or grant permission to secure of any claim of title or interest which is adverse to the title to the estate or interest, as reasonably necessary information from third parties as required in this paragraph insured, and which might cause loss or damage for which the Company may be liable by virtue of shall terminate any liability of the Company under this policy as to that claim. of this policy, or (ili) if title to the estate or interest, as insured, is rejected as unmarketable. If prompt notice shall not be given to the Company, then as to the insured all liability of 6. Options to Pay or Otherwise Settle Claims; Termination of Liability. the Company shall terminate with regard to the matter or matters for which prompt notice is In case of a claim under this policy, the Company shall have the following additional required; provided, however, that failure to notify the Company shall in no case prejudice the options: rights of any insured under this policy unless the Company shall be prejudiced by the failure (a) To Pay or Tender Payment of the Amount of Insurance. and then only to the extent of the prejudice. To pay or tender payment of the amount of insurance under this policy together with any costs, attorneys' fees and expenses incurred by the insured claimant, which were 4. Defense and Prosecution of Actions; Duty of Insured Claimant to Cooperate. authorized by the Company, up to the time of payment or tender of payment and which the (a) Upon written request by the insured and subject to the options contained in Section 6 of Company is obligated to pay, these Conditions and Stipulations, the Company, at its own cost and without unreasonable Upon the exercise by the Company of this option, all liability and obligations to delay, shall provide for the the defense of an insured in litigation in which any third party the insured under this policy, other than to make payment required, shall terminate, asserts a claim adverse to the title or interest as insured, but only as to those stated causes including any liability or obligation to defend, prosecute, or continue any litigation, and of action alleging a defect, lien or encumbrance or other matter insured against by this policy, the policy shall be surrendered to the Company for cancellation. The Company shall have the right to select counsel of its choice (subject to the right of the (b) To Pay or Otherwise Settle With Parties Other Than the Insured or With the insured to object for reasonable cause) to represent the insured as to those stated causes of Insured Claimant. action and shall not be liable for and will not pay the fees of any other counsel. The Company 0) to pay or otherwise settle with other parties for or in the name of an will not pay any fees, costs or expenses incurred by the insured in the defense of those insured claimant any claim insured against under this policy, together with any costs, causes of action which allege matters not insured against by this policy. attorneys' fees and expenses incurred by the insured claimant which were authorized by the (b) The Company shall have the right, at its own cost, to institute and prosecute any Company up to the time of payment and which the Company is obligated to pay; or action or proceeding or to do any other act which in its opinion may be necessary or (ii) to pay or otherwise settle with the insured claimant the loss or damage desirable to establish the title to the estate or interest, as insured, or to prevent or provided for under this policy, together with any costs, attorneys' fees and expenses reduce loss or damage to the insured. The Company may take any appropriate action under incurred by the insured claimant which were authorized by the Company up to the time of the tenns of this policy, whether or not it shall be liable hereunder, and shall not thereby payment and which the Company is obligated to pay. concede liability or waive any provision of this policy. If the Company shall exercise its Upon the exercise by the Company of either of the options provided for in paragraphs rights under this paragraph, it shall do so diligently. (b)@or (ii), the Company's obligations to the insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend, prosecute, or continue any litigation. AO.ORT.2 Cover Page 2 of 3 7. Determination, Extent of Liabilitv and Coinsurance. 13. Subroqation Upon Payment of Settlement. This policy is a contract of indemnity against actual monetary loss or damage (a) The Company's Right of Subrogation. sustained or incurred by the insured claimant who has suffered loss or damage by Whenever the Company shall have settled and paid a claim under this policy, all reason of matters insured against by this policy and only to the extent herein described. right of subrogation shall vest in the Company unaffected by any act of the insured (a) The liability of the Company under this policy shall not exceed the least of: claimant. (i) the Amount of Insurance stated in Schedule A; or, The Company shall be subrogated to and be entitled to all rights and remedies which (ii) the difference between the value of the insured estate or interest as the insured claimant would have had against any person or property in respect to the insured and the value of the insured estate or interest subject to the defect, lien or claim had this policy not been issued. If requested by the Company, the insured encumbrance insured against by this policy. claimant shall transfer to the Company all rights and remedies against any person or (b) In the event the Amount of Insurance stated in Schedule A at the Date of Policy property necessary in order to perfect this right of subrogation. The insured claimant is less than 80 percent of the value of the insured estate or interest or the full shall permit the Company to sue, compromise or settle in the name of the insured consideration paid for the land, whichever is less, or if subsequent to the Date of claimant and to use the name of the insured claimant in any transaction or litigation Policy an improvement is erected on the land which increases the value of the insured involving these rights or remedies. estate or interest by at least 20 percent over the Amount of Insurance stated in If a payment on account of a claim does not fully cover the loss of the insured Schedule A, then this policy is subject to the following: claimant, the Company shall be subrogated to these rights and remedies in the 0) where no subsequent improvement has been made, as to any partial loss, proportion which the Company's payment bears to the whole amount of the loss. the Company shall only pay the loss pro rata in the proportion that the amount of If loss should result from any act of the insured claimant, as stated above, insurance at Date of Policy bears to the total value of the insured estate or interest that act shall not void this policy, but the Company, in that event, shall be required at Date of Policy; or to pay only that part of any losses insured against by this policy which shall exceed Oi) where a subsequent improvement has been made, as to any partial loss, the amount, if any, lost to the Company by reason of the impairment by the insured the Company shall only pay the loss pro rata in the proportion that 120 percent of the claimant of the Company's right of subrogation. Amount of Insurance stated in Schedule A bears to the sum of the Amount of Insurance (b) The Company's Rights Against Non-insured Oblioors. stated in Schedule A and the amount expended for the improvement. The Company's right of subrogation against non-insured obligors shall exist and The provisions of this paragraph shall not apply to costs, attorneys' fees and shall include, without limitation, the rights of the insured to indemnities, guaranties, expenses for which the Company is liable under this policy, and shall only apply to that other policies of insurance or bonds, notwithstanding any terms or conditions contained portion of any loss which exceeds, in the aggregate, 10 percent of the Amount of Insurance in those instruments which provide for subrogation rights by reason of this policy. stated in Schedule A. (c) The Company will pay only those costs, attorneys' fees and expenses incurred 14. Arbitration. in accordance with Section 4 of these Conditions and Stipulations. Unless prohibited by applicable law, either the Company or the insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American 8. Apoortionment. Arbitration Association. Arbitrable matters may include, but are not limited to, any If the land described in Schedule A consists of two or more parcels which are not controversy or claim between the Company and the insured arising out of or relating to used as a single site, and a loss is established affecting one or more of the parcels but this policy, any service of the Company in connection with its issuance or the breach not all, the loss shall be computed and settled on a pro rata basis as if the amount of of a policy provision or other obligation. All arbitrable matters when the Amount of insurance under this policy was divided pro rata as to the value on Date of Policy of Insurance of $1,000,000 or less shall be arbitrated at the option of either the Company each separate parcel to the whole, exclusive of any improvements made subsequent to Date or the insured. All arbitrable matters when the Amount of Insurance is in excess of of Policy, unless a liability or value has otherwise been agreed upon as to each parcel $1,000,000 shall be arbitrated only when agreed to by both the Company and the insured. by the Company and the insured at the time of the issuance of this policy and shown by Arbitration pursuant to this policy and under the Rules in effect on the date the demand an express statement or by an endorsement attached to this policy, for arbitration is made or, at the option of the insured, the Rules in effect at Date of Policy shall be binding upon the parties. The award may include attorneys' fees 9. Limitation of Liability. only if the laws of the state in which the land is located permit a court to award (a) If the Company establishes the title, or removes the alleged defect, lien or attorney's fees to a prevailing party. Judgment upon the award rendered by the encumbrance, or cures the lack of a right of access to or from the land, or cures the Arbitrator(s) may be entered in any court having jurisdiction thereof, claim of unmarketability of title, all as insured, in a reasonably diligent manner by The law of the situs of the land shall apply to an arbitration under the Title any method, including litigation and the completion of any appeals therefrom, it shall Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company have fully performed its obligations with respect to that matter and shall not be liable upon request. for any loss or damage caused thereby. (b) In the event of any litigation including litigation by the Company or with the 15. Liability Limited to this Policy; Policy Entire Contract. Company's consent, the Company shall have no liability for loss or damage until there has (a) This polig together with all endorsements, if any, attached hereto by the been a final determination by a court of competent jurisdiction, and disposition of Company is the entire policy and contract between the insured and the Company. In all appeals therefrom, adverse to the title as insured. interpreting any provision of this policy, this policy shall be construed as a whole. (c) The Company shall not be liable for loss or damage to any insured for liability Â¢0) Any claim of loss or damage, whether or not based on negligence, and which voluntarily assumed by the insured in settling any claim or suit without the prior arises out of the status of the title to the estate or interest covered hereby or by written consent of the Company. any action asserting such claim, shall be restricted to this policy. (c) No amendment of or endorsement to this policy can be made except by a writing 10. Reduction of Insurance; Reduction or Termination of Liability. endorsed hereon or attached hereto signed by either the President, a Vice President, All payments under this policy, except payments made for costs, attorneys' fees the Secretary, an Assistant Secretary, or validating officer or authorized signatory and expenses, shall reduce the amount of the insurance pro tanto. of the Company, 11. Liability Noncumulative. 16. Severability. It is expressly understood that the amount of insurance under this policy shall In the event any provision of the policy is held invalid or unenforceable under be reduced by any amount the Company may pay under any policy insuring a mortgage to applicable law, the policy shall be deemed not to include that provision and all other which exception is taken in Schedule B or to which the insured has agreed, assumed, or provisions shall remain in full force and effect. taken subject, or which is hereafter executed by an insured and which is a charge or lien on the estate or interest described or referred to in Schedula A, and the amount 17. Notices, Where Sent. so paid shall be deemed a payment under this policy to the insured owner. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this policy and shall be 12. Payment of Loss. addressed to its Home Office: 400 Second Avenue South, Minneapolis, Minnesota 55401, (a) No payment shall be made without producing this policy for endorsement of the (612)371-1111. payment unless the policy has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within 30 days thereafter. AO.ORT.3 Cover Page 3 of 3 LTG Policy No. LTFI386873 Form AO/ORT Our Order No. Q386873 Schedule A Amount $3,600,000.00 Property Address: 1310 RED BUTTE DRIVE ASPEN CO 81611 1. Policy Date: September 02,2005 at 5:00 P.M. 2. Name of Insured: AV20 PROPERTIES, LLC, A TEXAS LIMITED LIABILITY COMPANY 3. The estate or interest in the land described or referred to in this Schedule and which is covered by this policy is: A FEE SIMPLE INTEREST AS TO PARCEL A AND AN EASEMENT INTEREST AS TO PARCEL B. 4. Title to the estate or interest covered by this policy at the date hereof is vested in: AV20 PROPERTIES, LLC, A TEXAS LIMITED LIABILITY COMPANY 5. The land referred to in this policy is described as follows: SEE ATTACHED PAGE(S) FOR LEGAL DESCRIPTION This Policy valid only if Schedule B is attached. Land Title Guarantee Company Representing Old Republic National Title Insurance Company LTG Policy No. LTFI386873 Our Order No. Q386873 LEGAL DESCRIPTION PARCEL A: LOT 2, BLOCK 2, RED BUTTE SUBDIVISION, AS SHOWN ON THE PLAT THEREOF RECORDED IN DITCH BOOK 2A AT PAGE 288 AND FIRST AMENDMENT TO THE PLAT RECORDED IN PLAT BOOK 27 AT PAGE 25 AND SECOND AMENDED PLAT RECORDED IN PLAT BOOK 27 AT PAGE 83. PARCEL B: TOGETHER WITH A UTILITY EASEMENT ACROSS LOT 1, BLOCK 2, RED BUTTE SUBDIVISION, RECORDED JUNE 19, 1995 UNDER RECEPTION NO. 382278. COUNTY OF PITKIN, STATE OF COLORADO. LTG Policy No. LTFI386873 Form AO/ORT Our Order No. Q386873 Schedule B 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, and any facts which a correct survey and inspection of the premises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material theretofore or hereafter furnished, imposed by law and not shown by the public records. 5. TAXES FOR 2005 AND SUBSEQUENT YEARS ONLY, NOT YET DUE AND PAYABLE. 6. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED AUGUST 16, 1889, IN BOOK 55 AT PAGE 5. 7. RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, AS CONTAINED IN INSTRUMENT RECORDED SEPTEMBER 23, 1960, IN BOOK 191 AT PAGE 598 AND AS AMENDED IN INSTRUMENT RECORDED JUNE 21, 1979, IN BOOK 371 AT PAGE 116 AND AS AMENDMENT RECORDED AUGUST 15, 1980 IN BOOK 393 AT PAGE 200 AND 202 AND AS AMENDED IN INSTRUMENT RECORDED APRIL 1, 1992 IN BOOK 673 AT PAGE 360. 8. EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS ASSET FORTH ON THE PLAT OF RED BUTTE SUBDIVISION, BLOCK 2, RECORDED IN DITCH BOOK 2A AT PAGE 288 AND FIRST AMENDED PLAT RECORDED AUGUST 15, 1991 IN PLAT BOOK 27 AT PAGE 25 AND SECOND AMENDED PLAT RECORDED DECEMBER 6, 1991 IN PLAT BOOK 27 AT PAGE 83. 9. TERMS, CONDITIONS AND PROVISIONS OF ITEMS NO. 2 AND 3 OF UTILITY EASEMENT RECORDED JUNE 19, 1995 AT RECEPTION NO. 382278. NOTE: APPLIES TO PARCEL B. 10. ANY RIGHTS, INTERESTS OR EASEMENTS IN FAVOR OF THE STATE OF COLORADO, THE UNITED STATES OF AMERICA, OR THE GENERAL PUBLIC, WHICH EXIST OR ARE CLAIMED TO EXIST IN, OVER, UNDER AND/OR ACROSS THE WATERS AND PRESENT AND PAST BED AND BANKS OF THE ROARING FORK RIVER. LTG Policy No. LTFI386873 Form AO/ORT Our Order No. Q386873 Schedule B 11. ENCROACHMENT OF GRAVEL DRIVE AS SHOWN ON IMPROVEMENT SURVEY DATED SEPTEMBER 2005 BY ASPEN SURVEY ENGINEERS, INC. AS JOB NO. 133078. 12. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR WELL SHARING AGREEMENT RECORDED SEPTEMBER 2,2005 UNDER RECEPTION NO. 514364 13. TERMS, CONDITIONS AND PROVISIONS OF COVENANTS RECORDED SEPTEMBER 02, 2005 AT RECEPTION NO. 514368. ITEM NOS. 1 THROUGH 3 OF THE STANDARD EXCEPTIONS ARE HEREBY DELETED. ITEM NO. 4 OF THE STANDARD EXCEPTIONS IS DELETED AS TO ANY LIENS RESULTING FROM WORK OR MATERIAL CONTRACTED FOR OR FURNISHED AT THE REQUEST OF KIEFER MENDENHALL AND MARY ELIZABETH MENDENHALL. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SHALL HAVE NO LIABILITY FOR ANY LIENS ARISING FROM WORK OR MATERIAL FURNISHED AT THE REQUEST OF AV20 PROPERTIES, LLC, A TEXAS LIMITED LIABILITY COMPANY. ~ Determination of No Historic Significance THE CITY oF ASPEN Property Address: 1310 Red Butte Drive, Red Butte Subdivision, Block 2, Lot 2, Aspen Parcel ID Number: 2735-013-03-012 Property Owner: Jerry and Candace Shlief, 1310 Red Butte Drive, Aspen, 713-882-5025 Property Representative: Dan Furth, 948-2332 Issued this 21 st day of August, 2007 This certificate is valid until _21 st of _August 2012. Pursuant to Aspen Municipal Code Section 26.415.035.A.2, the Community Development Director, Historic Preservation Commission or the City Council may not file a reapplication for designation of the subject property listed above for a period of five years from the issuance date of this certificate. A copy of this certificate is required when applying for any building permit and/or Land Use reviews. Em ja Chris Bendon Community Development Director DRAINAGE STUDY CUSTOM RESIDENCE LOT 2, BLOCK 2, RED BUTTE SUBDIVISION SECTION 1, T10S, R85W OF THE 6TH P.M. 1310 RED BUTTE DRIVE PITKIN COUNTY, COLORADO February 12,2008 Project No. 08010 Prepared by LKP Engineering, Inc. 275 Main Street, C-104 P.O. Box 2837, Edwards, CO 81632 Tel: 970-926-9088 - Fax: 970-926-9089 Luiza Petrovska, PE " 1 hereby affirm that this report and the accompanying plans for the Drainage Study of the Custom Residence at 1310 Red Butte Drive, Aspen, Pitkin County Colorado, was prepared by me (or under my direct supervision) for the owners thereof in accordance with the provisions ofthe City of Aspen Storm Drainage Criteria and approved variances are exceptions listed thereto. I understand that it is the policy of the City of Aspen that the City ofAspen does not and will not assume liability for drainage facilities designed by others. I further assert that the developments adhering to designed facilities deatils and specifications will not cause any damages to adjacent and downstream properties." Table of Contents LOCATION SKETCH DRAWING 1 INTRODUCTION 1 RECORDSRESEARCH ..1 DRAINAGE BASIN 2 DRAINAGE DESIGN CRITERIA AND CALCULATIONS .. 2 DRAINAGE STRUCTURES DESIGN .. 10 MAINTENANCF 11 SUMMARY . 11 APPENDIX .... 1 1 12 . /:4 ..,1 i 0 6 40 b 9 '. 90 , :*. ARit/.nt 1? 11) In . - ", 6 i h <colirÂ»'rfrn, h 11 g W / p P 71 - 1- A â‚¬ e 0 91. 16 I Â· 3 1 -11 - .-1.- 1 : A I /4 4% 7 11/1 11 r.. r.-1. - 014.0-.----- , 3 4. , 1Â·1 7, . 4 e 4 \ 1%4 ' .4 . - e 'Â© ~1- . 4 4 :. $ - - 44 f v , 1 P. 4 4 4,4 97 ..c>. V. 1.. . - .40, ' -8 75. 1-"> a,r .- * 9 I .- .2 05# 0 - : - 4/ â‚¬ '* .A -- 3*4:' ~ 11 , - - 5.- t. T' k Â·/ 9/V .. Â· Â· ,â€¢s '~ J ~~- i -1 4-4 1, ''4 u c-it * Â· 1 ~2 . r . .. . 1-- t:% .0. 114(3 814 - Major C Â·BeltÂ·. ' ' A-Â· &111 (2 :1 . f>iH U [mallibl . .D ~ , ....4.. /\socn Cell I 4 '11 - ~ 1!i -Zht_* Â·L u , . f" 1 u l.,Al c 1 -e- 1, 1 Â¢f-*. 0 1 b 0 11 0- L- > :31 .y- . I .. VÂ· .- 1 . #3 , i' 9 iii Mar-,an L.'EEK lit: 4 . ~ -,Â·-7.Â· f . Bal Fc I i~,IÂ·~1:-4.'â€¢- ':.-~...Ro Geri 1#70 0 ---279 m 11 16" 4 3 ' R J y AGFen Val cy ~ ~~ --~ j*,wr' ~.. FEEPike , f :14 3 In 1 Mcgp lai A 2.9.J 1,-i- i Â·Â·,- Aggen U - 6 . .j, . 4"'7 7 vi -4 4- 9,agÂ·.cr h ]1 1 4- - 3 4.- C:Â·:Ul,r - . , 1 4 6 en 2 1 l.3 '': ..2 - 62 1 + ...7 S U 5..- 9 - '' A; 6.36Â·b - /.491 4 2/- -V,4 '2 t'I iâ€ž* 9 I f LL' I ". d) =08 Google - Map data C20[18.NA - . 1%- LOCATION SKETCH CIVIL/GEOTECHNICAL PRCkECT iÂ«1Â· CUSTOM RESIDENCE 08010 ~LKP~ Engineering, Inc. LOT Z BLOCK Z RED BUTTE SUBDIVISION SCALE) 1310 RED BUTTE DRIVE N. TS. P.O. Box 2837 Edwards. CO 81632 C/Ty OF ASPEN P/77(W COUNT), COLORADO DRAMING Na: tel (970) 926-9088 fox (970) 926-9089 1 .r:%. 4! 13.0, -1 2 lf- 45 u,14-4 .1 DRAINAGE STUDY INTRODUCTION The site is located on Lot 2, Block 2, Red Butte Subdivision, at 1310 Red Butte Drive, City of Aspen, Pitkin County, Colorado. The site is south from the intersection with Cemetery Lane, on the north side ofthe road. On the north side of the site is Roaring Fork River. There is an existing residence with a gravel driveway on the site. The topography of the site is relatively flat on the south half. At about 150 feet north from the road, a steep bank drops down to the river. The lot is about 0.781 acres. Plans for the existing and proposed development on the site were provided by Josh Smith, with John Muir Architects, Inc., at 201 Main Street, Suite 304, Carbondale, Colorado. Also a proposed landscaping plan by Alpine Design & Planning, Inc., Landscape Architecture, was e-mailed to us. Based on the above-named plans and photographs, there are no existing detention facilities or drainage structures on the site. The site drainage consists entirely of overland flow to the east, west, south and north, away from the building. The proposed development on the lot will consist of a new, custom residence. There will be two buildings, the main house with a garage and an accessory building, with a courtyard in between. The proposed new landscaping will cover the remainder of the site from the street to the top of the steep bank. RECORDS RESEARCH For the drainage study we used the following resources: 1. A site plan (existing and proposed), and architectural drawings e- mailed by John Muir Architects, Inc. 2. Landscaping Plan by Alpine Design & Planning, Inc., Landscape Architecture. Page -1- DRAINAGE STUDY 3. City ofAspen, Colorado, Design & Construction Standards, pre- publication version, June 2005. 4. Soil Survey of Aspen-Gypsum Area, Colorado, Parts o f Eagle, Garfield, and Pitkin Counties by the USDA Natural Resources Conservation Service. 5. E-mailed aerial photograph of the site. DRAINAGE BASIN The drainage study is based on the runoff from the lot itself. The lot and the surrounding neighborhood are in an urban setting and are relatively flat. The existing drainage is toward the river to the north and to the west. No major off-site basins appear to affect the property. The lot is about 0.781 acres in size. On the north side of the lot is Roaring Fork River. To the east and west are existing residences. On the south is Red Butte Drive. The elevation difference from the south property line to the top of the steep (about 70%) bank is about 8 feet. The drainage basin for this study was taken at the property lines. The surface drainage of the proposed development, in general, will follow the drainage pattern of the existing conditions, as shown on the grading- drainage plan, with the exception of the roof runoff and runoff from the court yard which will discharge into dry wells. DRAINAGE DESIGN CRITERIA AND CALCULATIONS The Rational method, for small watersheds of up to 160 acres, was used for the calculations of this drainage study, as outlined in the Design and Construction Standards for the City of Aspen, pre-publication version, dated June 2005. The storm frequency for the analysis were the 2 and 100- year storm events, chosen based on Table 3.1 from the above-named Page -2- 2 DRAINAGE STUDY Standards, for Single-family Residential Site with 33% or more open space. HISTORIC CONDITIONS: Lot area total: 34020 sf or 0.781 acres Impervious Area (building): 2954 sf Pervious Area: 31066 sf Historic Open Space: 91% According to Table 3.1 Design Storm Frequencies, for a Single-Family Residential Site with 33% or more Open Space use Initial Storm Return Frequency of 2 years and Major Storm Return Frequency of 100 years. The Rational Method was used to calculate peak flows in basins of less than 160 acres. Lot area to be used in the drainage calculations analysis will be up to the northern line of limit of disturbance = 22490 square feet or 0.516 acres. Runoff Coefficient;=â‚¬.=i+z- ~/(1 - 0.95 for Ase!2! Conere{Eloof ) (2 -0.15 for Lawn, sandy soil with 2% to 7% slope (3 - 0.20 for Lawn, sandy soil with a steep slope, greater than 7% -/,/â‚¬72150 for gra~ L_-Weighed-CÂ«0.95(2,954) + 0.15(14,425) + 0.20(2,842) + 0.50(2,269)]/22,490 = 0.30 0241*FA/' C = 90/ /14 Tc == Tov + Tt = [1.87(1.1-CCf)40]/Sl/3 + L/60V Time of Concentration, Te = Velocity Method Where: Tov = Overland Flow Time of Concentration, minutes Page -3- DRAINAGE STUDY Tt = Travel Time in the Gutter, Swale, or Storm Sewer, minutes V = flow velocity (feet per second) S = Slope % C = Runoff Coefficient (dimensionless) D = Length of Overland Flow, feet Cf = Frequency Adjustment Factor (dimensionless) L == Length of concentrated flow, feet Tc.2 - {1.87[1.1-(0.30)(1)14120}/41/3 + 0/60V=10.3+0 =10.3 Tc 2 = 10.3 min use 11 minutes Tcloo - {1Â·87[1.1-(0.30)(1.25)]4120}/41/3 + 0/60V=9.36+0 Tc.100 = 9.36 min use 10 minutes Rainfall Intensity, I: The Time-Intensity-Frequency Curves for the City of Aspen, were used in the calculations. 2-year =1.7 in/hr Cf= 1.0 100- year = 4.4 in/hr Cf = 1.25 Discharge, Q: The following formula was used to determine the peak discharge: Q = CfCIA Where: Q == Flow, cfs Cf = Storm Frequency Adjustment Factor C = Runoff Coefficient I = Rainfall Intensity inches per hour A = Total Area of Basin in acres Q~ (1)(0.30)(1.7)(0.516) = 0.263 efs ) 69 0*17' Page -4- DRAINAGE STUDY Qii 100 - (1.25)(0.30)(4.4)(0.516) - 0.851 efs PROPOSED CONDITIONS: Lot area total: 34020 sf or 0.781 acres Impervious Area: 12,379 sf Pervious Area: 21641 sf Proposed Open Space: 64 % According to Table 3.1 Design Storm Frequencies, for a Single-Family Residential Site with 33% or more Open Space use Initial Storm Return Frequency of 2 years and Major Storm Return Frequency of 100 years. The Rational Method was used to calculate peak fiows in basins of less than 160 acres. Lot area to be used in the drainage calculations analysis will be up to the northern line of limit of disturbance = 22490 square feet or 0.516 acres. Runoff Coefficient, C: Cl - 0.95 for Asphalt, Concrete, Roof (2 = 0.15 for Lawn, sandy soil with 2% to 7% slope (3 - 0.20 for Lawn, sandy soil with a steep slope, greater than 7% Weighed C = [0.95(12,379) + 0.15(4,905) + 0.20(5,206)]/22,490 = 0.60 C = 0.60 Time of Concentration, Te = Velocity Method Te == Tov + Tt = 11.87(1.1-CCDUD]/Sl/3 + L/60V Where: Tov = Overland Flow Time of Concentration, minutes Tt = Travel Time in the Gutter, Swale, or Storm Sewer, minutes V = flow velocity (feet per second) S = Slope % C = Runoff Coefficient (dimensionless) D = Length of Overland Flow, feet Cf = Frequency Adjustment Factor (dimensionless) L = Length of concentrated flow, feet Page -5- > DRAINAGE STUDY Tc 2 - {1.87[1.1-(0.60)(1)]450}/61/3 + 116/60(2)-3.64+0.97-4.6 Tc 2 = 4.6 min use 5 minutes Tc 100 = {1.87[1.1-(0.60)0.25)1450}/61/3 + 116/60(2)=2.55+0.96=3.5 Tc 100 - 3.5 min use 5 minutes Rainfall Intensity, I: The Time-Intensity-Frequency Curves for the City of Aspen, were used in the calculations. 2-year = 2.2 in/hr Cf = 1.0 100- year = 5.7 in/hr Cf = 1.25 Discharge, Q: The following formula was used to determine the peak discharge: Q - CRIA Where: Q == Flow, efs Cf= Storm Frequency Adj ustment Factor C = Runoff Coefficient I = Rainfall Intensity inches per hour A = Total Area of Basin in acres QH 2 - (1)(0Â·60)(2.2)(0.516) = 0.681 efs ~ , Ze ~ QH loo = (1.25)(0.60)(5.7)(0.516) = 2.205 ofs >Alt V*+ AL DRAINAGE STUDY STORAGE AND DISCHARGE OPTIONS Historic Peak Runoff Rate (Maximum allowed Pond Release) QHISTORIC 100 : CIA = (0.30)(4.4in/hr)(.516 acres) = 0.68 efs TIME TIME ACCUMULATIVE RUNOFF (minutes) (seconds) VOLUME (ftb 5 300 204 10 600 409 15 900 613 20 1200 817 25 1500 1,022 30 1800 1,226 35 2100 1,430 40 2400 1,635 45 2700 1,839 50 3000 2,043 55 3300 2,248 60 3600 2,452 DRAINAGE STUDY Proposed Peak Runoff Rate (Maximum allowed Pond Release) QpRoposED 100 : Q/I == CA = (0.60)(0.516 acres) = 0.31 TIME TIME RAINFALL ACCUMULATIVE RUNOFF (minutes) (seconds) INTENSITY VOLUME (CA)(I)T (in/hr) (ftb 5 300 5.7 530 10 600 4.4 818 15 900 3.7 1,032 20 1200 3.25 1,209 25 1500 2.85 1,325 30 1800 2.55 1,423 35 2100 2.35 1,530 40 2400 2.20 1,636 45 2700 2.05 1,716 50 3000 1.90 1,767 55 3300 1.75 1,790 60 3600 1.65 1,841 Page -8- DRAINAGE STUDY Difference between the Accumulative Proposed Runoff and Historic or Accumulative Maximum Allowed Release Rate: TIME TIME ACCUMULA ACCUMULA ACCUMULA (min) (sec) TIVE TIVE TIVE RUNOFF RELEASE DIFFERENCE VOLUME RATE IN RUNOFF VOLUME (ftb (ff) (ft~) 5 300 530 204 326 10 600 818 409 409 15 900 1,032 613 419 20 1200 1,209 817 392 25 1500 1,325 1,022 303 30 1800 1,423 1,226 197 35 2100 1,530 1,430 100 40 2400 1,636 1,635 1 45 2700 1,716 1,839 (123) 50 3000 1,767 2,043 (276) 55 3300 1,790 2,248 (458) 60 3600 1,841 2,452 (611) From the above table is apparent that the maximum volume difference of 419 cf occurred at 15 minutes. Page -9- DRAINAGE STUDY DRAINAGE STRUCTURES DESIGN Most of the runoff on this site is from the roof runoff and the courtyard. We recommend two dry wells. One in the middle of the courtyard, that will collect and discharge by percolation the runoff from the courtyard itself and the runoff from the gutters from the accessory building. The second dry well will be located just east of the patio at the northeast corner of the proposed building and it will collect and discharge by percolation the roof runoff from the main building and the garage. DRYWELL VOLUME: ,;3 U LA .5 MR C #R, According to the City of Aspen Wesign and Construeti01=Standards, the ~ ~U . drywell should have adequate capacity to store tltl-ye*stdrm runoff and its circumference,rea*5661~ be able to release all storage water as ground water flow iyf 12 hours.~ percolation rate of 20 minutes per inch or 3 in/hr was assunbd based on the soil information provided in the subsoil study for the site, information from the Soil Survey of Aspen- Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties by the USDA Natural Resources Conservation Service, and from experience with similar soils. The percolation rate must be verified by performing a percolation test at the time of construction. The actual percolation test results, might require modification of the findings and recommendations of this report for the sizing of the drywell. We propose two dry wells, as described above and as shown on the attached drainage plan 5 tir>' 7 21'06 5Â£51 l.,_Assumid percolation rate = 20 mpi, for sandy gravel with cobbles, boulders and 14 to 21 percent fines, Uracca soil complex with hydrologic soil group B. Ap = (VR)/(K)(43200) Where: Ap = Total Area of the sides of the percolation area, square feet VR = Runoff Volume, cubic feet K = Hydraulic conductivity of soil, feet/second Page -10- DRAINAGE STUDY Main House with Garage - Dry Well VR = QP5 (3600) =(0.95*2.8*5678/43560) (3600) = 1260 cf Ap = 1260 /(6.9xl 0-5fps)(43200) = 423 sf A dry well with a six-foot diameter and a minimum depth of 12 feet is required. Accessory Building and Court Yard - Dry Well TR - QP5 (3600) =(0.95*2.8*4419/43560) (3600) = 972 cf Ap = 972 /(6.9xl 0-5fps)(43200) = 324 sf A dry well with a five-foot diameter and a minimum depth of 12 feet is required. The combined storage capacity (1260+972) of the two dry wells exceeds the required detention storage of 419 cf. MAINTENANCE A maintenance plan must be set up for the removal of the sediment in the drywell. At least once a year the depth of the sediment deposit must be checked. The best management practice is to try to prevent pollution from entering the storm structures. Screens on the gutters and on the inlet for the drain in the window wells will reduce the amount of sediment entering the dry well. SUMMARY The runoff from the roof gutters and from the drains in the window wells will be collected and diverted into a dry well. The drywell will be six feet in diameter and a minimum of 12 feet deep. The percolation area Page -11- DRAINAGE STUDY of the drywell will be below the bottom of the'~Nposed footing elevation. The bottom o f the drywell will be a minimum of tVo feet abovg.agji seasonal ground water table and at least four feet abovefrfi~mpervi04 soil. The study is limited to the information provided and the data available at the time of our study. This report has been prepared according f,pp -9 to locally accepted professional engineering standards at this time. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, P.E. President Enclosure Page -12- DRAINAGE STUDY APPENDIX USDA United States A product of the National Custom Soil Resource ~ Department of Cooperative Soil Survey, Agriculture a joint effort of the United Report for States Department of 6 NRES Agriculture and other Aspen-Gypsum Area, Federal agencies, State Natural agencies including the Colorado, Parts of Eagle, Resources Agricultural Experiment Garfield, and Pitkin Conservation Stations, and local Service participants Counties 1310 Red Butte Drive, Aspen, CO /4 - .. . 1 . - 5 -1 =:~ 1 I . 4.. . 1 1%:~ - ./ t'G. - , '-I. , /*- .. - Â·A $ I . - Sh. + trâ€¢ Va.' . t Pitkin ,~t - 7 . 18* ../4.~.4.0~..1-#/1..:. Colorado - ~~ 1 e 6,4 - 4Â£ . li: 1 . -1 . e . ./'ll'*L.F. 1 i Â· ' C... ..Â£ I -1 . 1. ' 1, ... ./ i.6* - Â·Â·ty-' .. U Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to helpthem understand, protect, orenhance the environment Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Soil Data Mart Web site or the NRCS Web Soil Survey. The Soil Data Mart is the data storage site for the official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 2 Contents Preface..................................................................... ..........................._......2 Soil Mar .... ... ........................................4 Soil Map (1310 Red Butte Drive, Aspen CO) ........5 Legend (1310 Red Butte Drive, Aspen CO). Map Unit Legend (1310 Red Butte Drive, Aspen CO).... ....................................7 Map Unit Descriptions (1310 Red Butte Drive, Aspen CO)..................................7 Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties................................................. ...................................9 107-Uracca, moist-Mergel complex, 1 to 6 percent slopes, extremely 120-Water....... .10 Soil Information for Urban Uses.. ....... ......................................,,.....,11 Soil Properties and Qualities.. .11 Soil Qualities and Features. ..................................._,...,..,,.,,,..,.11 Hydrologic Soil Group (1310 Red Butte Drive, Aspen CO) .11 References........._ ...... ...................................................... .16 3 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 4 Custom Soil Resource Report Soil Map (1310 Red Butte Drive, Aspen CO) :r: . . , . 1 1 1 111 >' 11Â¥ - 'O â€¢ I. 2 . . 1 <â‚¬ . I -- U- 1 L j.4.- 4"'ANÂ·: P. 7 - -6 A :'Â·9: 1.. E 4, 1 , 0. : . 1 .. Â·Â·Â· ..:.44 w ... -'. 85 iR* I . - 44 +1~*. 1/ A'I / 14 74*0: '4,11 1 .li 9 - N, 1 - 1- ,-i. 4. - - I. 07: ..': - 4 . 4, r F., 4:4 ::.. I ' I Meters 0 10 20 40 60 , Feet 0 40 80 160 240 Custom Soil Resource Report Legend (1310 Red Butte Drive, Aspen CO) MAP LEGEND MAP INFORMATION Area of Interest (AOI) 60 very Stony spot Original soil survey map sheets were prepared at publication scale. Qgw~"4~ Area of Interest (AOI) Viewing scale and printing scale, however, may vary from the Â¥ Wet Spot original. Please rely on the bar scale on each map sheet for proper Soils A other map measurements. Soil Map Units Special Line Features Special Point Features Source of Map: Natural Resources Conservation Service Gully Web Soil Survey URL: http:#websoilsurvey.nrcs.usda.gov Blowout 24 Short Steep Slope Coordinate System: UTM Zone 13N Borrow Pit 9. Other Clay Spot This product is generated from the USDA-NRCS certified data as of Political Features the version date(s) listed below. Closed Depression Municipalities Gravel Pit . Cities Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Gravelly Spot ~ Urban Areas Survey Area Data: Version 4, Feb 1, 2008 GN Landfill Water Features Date(s) aerial images were photographed: 1999 Oceans A L ava Flow - Streams and Canals a Marsh The orthophoto or other base map on which the soil lines were Transportation compiled and digitized probably differs from the background * Mine or Quarry +++ Rails imagery displayed on these maps. As a result, some minor shifting @ Miscellaneous Water of map unit boundaries may be evident. Roads Â® Perennial Water ,.v Interstate Highways v Rock Outcrop .Â·vÂ· US Routes + Saline Spot 4.- State Highways :* Sandy Spot .A,Â·- Local Roads . Severely Eroded Spot 2 Other Roads o Sinkhole 1) Slide or Slip 0 Sodic Spot E Spoil Area Stony Spot X.*Â®â‚¬ Custom Soil Resource Report Map Unit Legend (1310 Red Butte Drive, Aspen CO) Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties (CO655) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 107 Uracca, moist-Mergel complex, 0.7 92.1% 1 to 6 percent slopes, extremely s 120 Water 0.1 7.9% Totals for Area of Interest (AOI) | 0.8 | 100.0% | Map Unit Descriptions (1310 Red Butte Drive, Aspen CO) The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class thereare preciselydefined limits forthe properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, ordissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was socomplexthat it was impractical to makeenough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic 7 Custom Soil Resource Report classes but ratherto separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Exceptfor differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha- Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group \s made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 8 Custom Soil Resource Report Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties 107-Uracca, moist-Mergel complex, 1 to 6 percent slopes, extremely s Map Unit Setting Elevation: 6,800 to 8,400 feet Mean annual precipitation: 16 to 19 inches Mean annual air temperature: 40 to 43 degrees E Frost-free period: 75 to 95 days Map Unit Composition Uracca, moist and similar soils: 50 percent Mergel and similar soils: 40 percent Description of Uracca, Moist Setting Landform: Structural benches, valley sides, alluvial fans Down-s/ope shape: Linear Across-slope shape: Linear Parent material: Mixed alluvium derived from igneous and metamorphic rock Properties and qualities Slope: 1 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Capacity of the most limiting layer to transmit water (Ksat) Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Ava#ab/e water capacity: Very low (about 2.6 inches) Interpretive groups Land capability classification (irrigated): 5s Land capability (nonirrigated): Ss Ecological site: Stony Loam (R048AY237CO) Other vegetative classification: Stony Loam (null_82) Typical profile 0 to 8 inches: Cobbly sandy loam 8 to 15 inches: Very cobbly sandy clay loam 15 to 60 inches: Extremely cobbly loamy sand Description of Mergel Setting Landform: Alluvial fans, structural benches, valley sides Down-slope shape: Linear Across-slope shape: Linear Parent material: Glacial outwash 9 Custom Soil Resource Report Properties and qualities S/ope: 1 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class. Well drained Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Ava#ab/e water capacity: Low (about 3.3 inches) Interpretive groups Land capability classification (irrigated): As Land capability (nonirrigated): 4% Ecological site: Stony Loam (R048AY237CO) Other vegetative classification: Stony Loam (null_82) Typical profile 0 to 8 inches: Cobbly loam 8 to 20 inches: Very cobbly sandy loam 20 to 60 inches: Extremely stony sandy loam 120-Water Map Unit Composition Water: 95 percent Minor components: 5 percent Minor Components Aquolls Percent of map unit: 5 percent Landform: Marshes Down-s/ope shape: Linear Across-slope shape: Linear 10 Soil Information for Urban Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table forthe soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group (1310 Red Butte Drive, Aspen CO) Hydrologic soil groups are based on estrnates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D).The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. 11 Custom Soil Resource Report Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. 12 Custom Soil Resource Report Map-Hydrologic Soil Group (1310 Red Butte Drive, Aspen CO) , . - - . /.... 1. .- I 0 - 1 I . - . r. â€ž . \. - 1- .1 2 i I . 1 - â‚¬#t - Â»t . . /4.1 ./ / ' 11#MI 74- . , .: Â·, V'. .. .rt --- - & Alli:* .... j., 'Ust. .-- I * : -Ii- .Â¥ .."I.g ,/I'll.0- . Â¥ ......V 1. 4-1 liL 1 1 Â¥-4. ~ 4 .. 911. 1.,1. 91111 rÂ·Â» i= 1-:. I. a. . 1/61 -~ad...../. ..7 . . i 0 10 20 40 60 ,ruet 0 40 80 160 240 Custom Soil Resource Report Legend-Hydrologic Soil Group (1310 Red Butte Drive, Aspen CO) MAP LEGEND MAP INFORMATION Area of Interest (AOI) ,>i,- Local Roads Original soil survey map sheets were prepared at publication scale. F 1 Area of Interest (AOI) *Z~~~ Other Roads original. Please rely on the bar scale on each map sheet for proper Viewing scale and printing scale, however, may vary from the ?*Â»<P Soils map measurements. Soil Map Units Source of Map: Natural Resources Conservation Service Soil Ratings Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov A Coordinate System: UTM Zone 13N ND 8 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. 8/D C Soil Survey Area: Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties C/D Survey Area Data: Version 4, Feb 1, 2008 D Date(s) aerial images were photographed: 1999 Not rated or not available Political Features The orthophoto or other base map on which the soil lines were Municipalities compiled and digitized probably differs from the background 0 Cities imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. ~ Urban Areas Water Features EZ] Oceans Streams and Canals Transportation +++ Rails Roads *.vi Interstate Highways /V' US Routes 93 State Highways .p mt]uumuu L L Custom Soil Resource Report Table-Hydrologic Soil Group (1310 Red Butte Drive, Aspen CO) Hydrologic Soil Group- Summary by Map Unit- Aspen-Gypsum Area, Colorado, Parts of Eagle, Garfield, and Pitkin Counties Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 107 Uracca, moist-Mergel B 0.7 92.1% complex, 1 to 6 percent slopes, extremely s 120 Water 0.1 7.9% Totals for Area of Interest (AOI) 0.8 | 100.0% | Rating Options-Hydrologic Soil Group (1310 Red Butte Drive, Aspen CO) Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Lower 15 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0,2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http:Usoils.usda.gov/ Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http://soils.usda.gov/ Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http://soils.usda.gov/ Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http:Usoils.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http:Uwww.glti. nrcs.usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http:Usoils. usda.gov/ United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http:Usoils.usda.gov/ 16 Custom Soil Resource Report United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. 17 EXHIBIT A Chapter 26.435 DEVELOPMENT IN ENVIRONMENTALLY SENSITIVE AREAS (ESA) Sec. 26.435.010. Purpose. B. Stream margins. Areas located within one hundred (100) feet, measured horizontally, from the high water line of the Roaring Fork River and its tributary streams or within the one- hundred-year floodplain where it extends one hundred (100) feet from the high water line of the Roaring Fork River and its tributary streams or within a Flood Hazard Area (stream margin). Development in these areas shall be subject to heightened review so as to reduce and prevent property loss by flood while ensuring the natural and unimpeded flow of watercourses. Review shall encourage development and land uses that preserve and protect existing watercourses as important natural features. Sec. 26.435.020. Authority. Following the receipt of a recommendation from the Community Development Department, the Planning and Zoning Commission, in accordance with the procedures, standards and limitations of this Chapter, shall by resolution approve, approve with conditions or disapprove a development application for development in an environmentally sensitive area (ESA), with the exception of development within a stream margin of the Roaring Fork River. Development within this stream margin of the Roaring Fork River shall be reviewed by the community development director. The Community Development Director, in accordance with the procedures, standards and limitations of this Chapter, shall approve, approve with conditions or disapprove an application for development in the stream margin. The Community Development Director, in accordance with the procedures, standards and limitations of this Chapter, shall approve, approve with conditions or disapprove a development application for exempt development in an environmentally sensitive area (ESA). (Ord. No. 45- 2001, Â§ 1) Sec. 26.435.040. Stream margin review. A. Applicability. The provisions of the stream margin review shall apply to all development within one hundred (100) feet, measured horizontally, from the high water line of the Roaring Fork River and its tributary streams and to all development within the Flood Hazard Area, also known as the 100-year flood plain. B. Exemptions. The Community Development Director may exempt the following types of development within the stream margin review area: 1. Construction of pedestrian or automobile bridges, public trails or structures for irrigation, drainage, flood control or water diversion, bank stabilization, provided plans and specifications are submitted to the City engineer demonstrating that the structure is engineered to prevent blockage of drainage channels during peak flows and the Community Development Director determines the proposed structure complies, to the extent practical, with the stream margin review standards. 2. Construction of improvements essential for public health and safety which cannot be reasonably accommodated outside of the "no development area" prescribed by this Section including, but not limited to, potable water systems, sanitary sewer, utilities and fire suppression systems provided the Community Development Director determines the development complies, to the extent practical, with the stream margin review standards. 3. The expansion, remodeling or reconstruction of an existing development provided the following standards are met: The development does not add more than ten percent (10%) to the floor area of the existing structure or increase the amount of building area exempt from floor area calculations by more than twenty-five percent (25%). All stream margin exemptions are cumulative. Once a development reaches these totals, a stream margin review by the Planning and Zoning Commission is required; and The development does not require the removal of any tree for which a permit would be required pursuant to Chapter 13.20 of this Code. a. The development is located such that no portion of the expansion, remodeling or reconstruction will be any closer to the high water line than is the existing development; b. The development does not fall outside of an approved building envelope if one has been designated through a prior review; and c. The expansion, remodeling or reconstruction will cause no increase to the amount of ground coverage of structures within the 100-year flood plan. C. Stream margin review standards. No development shall be permitted within the stream margin of the Roaring Fork River unless the Community Development Director 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 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 Staff Finding: 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 Staff Finding 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 Subsection 26.435.040.F.1; and Staff Finding 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 Staff Finding 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 Staff Finding 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 Staff Finding, 7. Copies are provided of all necessary federal and state permits relating to work within the 100-year flood plain; and Staff Finding 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 Staff Finding 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 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; and Staff Finding, 11. There has been accurate identification of wetlands and riparian zones. Staff Finding E. Special review. An application requesting a variance from the stream margin review standards or an appeal of the Stream Margin Map's top of slope determination, shall be processed as a special review in accordance with common development review procedure set forth in Chapter 26.304. The special review shall be considered at a public hearing for which notice has been published, posted and mailed, pursuant to Subsection 26.304.060.E.3 Paragraphs a, b and c. Review is by the Planning and Zoning Commission. A special review from the stream margin review determination may be approved, approved with conditions or denied based on conformance with the following review criteria: 1. An authorized survey from a Colorado professionally licensed surveyor shows a different determination in regards to the top of slope and 100-year flood plain than the Stream Margin Map located in the Community Development Department and filed in the City Engineering Department; and 2. The proposed development meets the stream margin review standard(s) upon which the Community Development Director had based the finding of denial. F. Building permit submittal requirements. Prior to receiving a building permit for a property within the stream margin review area, the following must be submitted: 1. The applicant shall record a site improvement plat with topography prepared by a Colorado licensed professional surveyor showing the building envelope determined by the Community Development Director based on the Stream Margin Review Map located in the Community Development Department. 2. Site sections drawn by a registered architect, landscape architect or engineer shall be submitted showing all existing and proposed site elements, the top of slope and pertinent elevations above sea level. 3. The building envelope shall be barricaded prior to issuance of any demolition, excavation or building permits. The barricades shall remain in place until the issuance of certificates of occupancy. (Ord. No. 45-2001, Â§ 3; Ord. No. 52-2003, Â§ 13) Editor's note-Ord. No. 45-2001, Â§ 2, repealed former Â§ 26.435.040, pertaining to Stream Margin Review and Ord. No. 45-2001, Â§ 3, enacted a new Â§ 26.435.040 as herein setout. Former Â§ 26.435.040 was derived from Ord. No. 47-1999, Â§ 3, Ord. No. 52-2003, Â§ 13. PUBLIC NOTICE RE: 1310 RED BUTTE DRIVE, STREAM MARGIN REVIEW -- PUBLIC HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held on Tuesday, March 18, 2008, at a meeting to begin at 4:30 p.m. before the Aspen Planning and Zoning Commission, Sister Cities Room, City Hall, 130 S. Galena St., Aspen, to review an application for Stream Margin Review. The purpose of the Stream margin Review is to consider the construction of a new single family dwelling in relationship to an environmentally sensitive area. The subject property is legally described as Lot 2, Block 2 Red Butte Subdivision, as shown on the plat thereof recorded in ditch book 2A at page 288 and first amendment to the plat recorded in plat book 27 at page 25 and second amended plat recorded in plat book 27 at page 83, of the City of Aspen, commonly known as 1310 Red Butte Drive. For further information, contact Jason Lasser at the City of Aspen Community Development Dept., 130 S. Galena St., Aspen, CO (970) 429-2763, (or iasonl@ci.aspen.co.us). s/Dylan Johns, Chair Aspen Planning and Zoning Commission Published in the Aspen Times on March 2,2008 City of Aspen Account â‚¬ li .. 44(3 Â¤ ' tl LeT Z N+00 01 bc Jlpt) 4 irâ‚¬41, 1 ( +La Art ck aArj , (0 < hf /.. 7, 0172 - - miâ„¢14 1. '1= I -- '*DI 13 j I li - ' il ...r ,~ 1-TRI. -1 *14 lili k -64 =-. 0 '11*- - 12; d '' 1 r.-III Â· I 7:722Â£9 -- - 1 -2-- ./ 0 I , 'JOHN MUIR AR CHI T E C'PS, Inc. 1 '/ Description of proposal-1310 Red Butte Drive Proposed development to include demolition of existing single family structure to be re- placed with new single family residenve. Stream margin review standards: 1. N/A- Existing and proposed development is not located within the flood hazard areal 100 year flood plain. ' 2 2. Recommendations of said agencies will be implemented to the greatest extent practica- , ble. 3. Area outside o f the designated building envelope will remain undisturbed. Envelope will be barricaded per the stated requirements. 4. Proposed development will not pollute or interfere with the natural changes of the river, stream, or other tributaries, including erosion and/or sedimentation during construction. J 'Any on-site drainage issues will be addressed per a grading and erosion control plan pro- vided at time ofbuilding permit submittal, all drainage will be accommodated within the parcel, no drainage will be allowed into the river or onto its banks. Pools and hot tubs will no be drained outside of the building envelope. 5. N/A-- water course will not be altered or relocated. 6. N/A- see item five above. \ 7. N/A- no work will take place within the 100 year flood plain. 8. Only native vegetation will occur within 15'-0" ofthe top of bank, see included land- scape plan. 9. Development outside of 15'-0"'setback from top of bank occurs within the 45 degree plane as described, see included site sectionB. (~ A landscape plan is included for review which follows stated guidelines. ' 11. All'exteriorlighting.will bein compliance with section 26.575.150, see included exterior ~rn likhting plan. U* See included site sections and elevations. 13. Identification of wetlands and riparian zones are noted on landscape plan. Proposed construction techniques: * Typical residential construction methods. Soil to be laid back on site, excess to be trucked ozit if required. Soil stabilization implemented if required. 201 Main Street Carbondale, Suite 304, Colorado 81623 4 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jma@sopris.net MEMORANDUM TO: Plans were routed to those departments checked-off below: City Engineer Zoning Officer l . ........... Housing Department ........... Parks Department Aspen Fire Marshal Aspen Consolidated Sanitation District Building Department Environmental Health Utilities / Public Works Holy Cross Electric City Attorney ............. Streets Department i . ........... Historic Preservation Officer Pitkin County Planning County & City Disaster Coordinator Police ...........Â·. Transportation Parking FROM: Jason Lasser Community Development Department, 130 S. Galena St.; Aspen, CO 81611 Phone-429.2763 Fax-920.5439 DATE: December 28,2007 RE: DRC Review - 1310 Red Butte Drive - Development in Environmentally Sensitive Areas - Stream Margin Review The Applicant would like to develop a single family home in an Environmentally Sensitive Area. DATE OF DRC MEETING: January 9th @ 1:30 Sister Cities Room . 2 1310 Red Butte Drive Parks Department Requirements 1. There must be a detailed plan submitted for stream margin protection. The detailed plan shall identi fy; Location of silt fencing? How will it be supported? How will this fencing "protect residual run-off and erosion"? A native vegetation protection fencing system shall be installed at the edge of the demolition envelope. There will be no storage of construction materials, backfill, tools or construction traffic outside of the protective fence. This fence must be inspected by the city forester or his/her designee (920-5120) before any construction activities are to commence. 2. A vegetation protection fence shall be erected at the drip line of each individual tree or groupings of trees on site. This fence must be inspected by the city forester or his/her designee (920-5120) before any construction activities are to commence. No excavation, storage of materials, storage of construction backfill, storage of equipment, foot or vehicle traffic allowed within the drip line o f any tree on site. There should be a location and standard for this fencing denoted on the plan. 3. The Parks Department is concerned about the lack of spacing for several proposed Blue Spruce Trees. New locations and planting plan should be designed to reflect appropriate spacing away from the new structure, existing vegetation and each individual plant species. 4. A more detailed landscape plan will need to be submitted for approval. The plan shall include the fully proposed seed mix with proposed lbs per acreage. The seed mix should include a riparian seed mix that includes an herbaceous understory and one that is consistent with the Roaring Fork River Corridor. The plan should also include a detailed legend of all the proposed deciduous plantings located within the 15' setback. 5. Parks recommends against flowering crab apples, no fruit producing crab should be used to minimize wildlife conflicts. 6. All new irrigation with in the 15' setback will need to be hand dug preventing the cutting of roots. The same is true for the installation of any proposed landscaping. 7. The proposed new grading within the 15' setback is not appropriate and is not acceptable to the parks department approvals. Grade changes can be made in a manner that does not damage the existing root zones of the riparian trees. 8. Parks recommends saving the existing blue spruce located west of the current driveway. There is some value to the preservation of existing mature vegetation. This is not a deal breaker but consideration for the preservation of this tree makes more sense than planting a new Blue Spruce 15 feet from the established tree. 9. Landscape Plans L-1 through L-3 include a statement that says the species of vegetation between the 15' set back and the river are not riparian species. This statement is an inaccurate statement. I f this is to be indentified the statement needs to be corrected to accurately identify the Narrow Leaf Cottonwood gallery and the Colorado Blue Spruce trees as indicative o f a riparian corridor and the vegetation located below these species are also indicative o f the wetland species. They may not be fully established through out the zone but are present and should be consider for full protection. 10. The overall mitigation for removals on this property already has a carry over from a property located on Snowbuntly Lane. It is the opinion of the Parks Department that after a redesign o f the proposed landscape plan that the mitigation will not be able to be met on site and a cash-in-lieu payment may be required. DRC Comments 1310 Red Butte Drive January 9,2008 ACSD Requirements Service is contingent upon compliance with the District's rules, regulations, and specifications, which are on file at the District office. 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. On-site utility plans require approval by ACSD. Old service lines must be excavated and abandoned at the main sanitary sewer line according to specific ACSD requirements and before any and all soil stabilization measures are attempted, and before the district will approve a demolition/access-infrastructure/excavation-foundation permit. Below grade development may require installation of a pumping system. One tap is allowed for each building. Shared service line agreements may 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. All ACSD fees must be paid prior to the issuance of a demolition/access-infrastructure/excavation foundation permit. Peg in our office can develop an estimate for this project once detailed plans have been made available to the district. Where additional development would produce flows that would exceed the planned reserve capacity of the 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. Where additional development would produce flows that would overwhelm the planned capacity of the existing collection system and or treatment facility, the development will be assessed fees to cover the costs of replacing the entire portion of the system that would be overwhelmed. The District would fund the costs of constructing reserve capacity in the area of concern (only for the material cost difference for larger line). The Applicant will have to pay 40% of the estimated tap fees for the anticipated building stubouts prior to building permit. 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. Page 1 of 2 Jason Lasser From: Todd Grange Sent: Wednesday, January 09,2008 3:15 PM To: Jason Lasser Subject: reply from DRC today @ 1:30 - 1310 Red Butte 1, Need demo architectural plan to show existing FAR, bedroom and parking. 2. Lot size and lot area - should show on improvement survey with shading and have key. Math needs to be shown. 3, No grading in stream margin setback. Path 4. Show the appropriate roof heights/points in relation to the required 45 degree from the 15 foot required stream margin review requirements. 5, Roof plan with all height marked over topo map. 6. Lighting plan to comply with lighting standards for fully shielded lighting and prohibitions of light directed toward the roaring fork river. 7. Garage appears to violate the 24" max size of garage entrance in design review standards 8. covered porches count on ground levels as exempt. At entry exempt. At back or riverside at ground level exempt but where the are a covered decks they count as 15% Todd Grange, Zoning Officer Community Development Department City of Aspen 130 S. Galena Street Aspen, CO 81611 Phone: (970)429-2767 Fax: (970)920-5439 www.aspenpitkin.com From: Jason Lasser Sent: Wednesday, January 09, 2008 11:15 AM To: Development_Review_Committee Subject: DRC today @ 1:30 - 1310 Red Butte A reminder for those with Packets: -Engineering -Zoning -Parks -Building -Holy Cross Thanks! See you then- Jason Lasser City of Aspen I Special Projects Planner Community Development Department 130 S. Galena St. I Aspen, CO 81611 970.429.2763 I www.aspenpitkin.com 1/17/2008 Date: 1/14/08 - Project:_1310 Red Butte Dr City of Aspen Engineering Department DRC Comments These comments are not intended to be exclusive, but an initial response to the project packet submitted for purpose of the DRC meeting. Transportation Driveways - Specify all driveway locations and widths. Standards depend on zoning district. Parking Lots - Specify turning radius, markings, and handicap locations. Streets - If the longitudinal edge of a street patch falls within the existing wheel tracks, the patch shall extend to the full width of the lane. A minimum patch dimension shall be two feet. A signing and pavement marking plan must be submitted as part of the design documents. Traffic - A traffic study shall be conducted as needed to determine impacts of new development. Drainage General - Project packet must include a discussion of anticipated and proposed drainage patterns, detention storage and outlet concepts. Floodplain - Where applicable, 100-yr floodplain and floodway boundaries shall be defined. Storm Sewer System - Project drainage requirements may include construction of new storm sewer line, minimum lateral 15" RCP and mainline 18" RCP to connect to existing storm sewer system. A Stormwater System Development Fee shall be assessed against all properties at the time of development or redevelopment of the property. The fee shall be assessed against the total impervious area of the development, not simply the increased impervious area. Detention as required by code. Drywells - Minimum 10' deep and 10' from property line and foundation. Pereolation tests must show that the soil will drain the 5-yr runoff volume in 36 hours. Seasonal high groundwater level must be 2' below the bottom of the dry well. Pedestrian Improvements General - In accordance with the City's Sidewalk, Curb and Gutter Master Plan, property owners are required to install and maintain sidewalk, curb and gutter along the street frontage adjacent to their properties. Properties within certain areas of the City are not required to install sidewalk, curb and gutter. These locations are shown on the "Sidewalk Free Zones" and the "No Curb and Gutter Zones" maps dated February 22,2002. These maps are kept in the City Engineering Department. Sidewalks - Project depicts ALL sidewalk locations and widths. Sidewalk width is based on the land use. Residential: 5' High density and multi-family areas: 6' Commercial areas 8'. Warning Pads - detectable warning pads shall be installed at all curb ramps. Curb ramps shall be directional and not diagonal. Pedestrian Study - A ileighborhood safety/pedestrian study shan be completed as deemed necessary by City Engineer. Construction Management General - A construction management plan must be submitted in conjunction with the building permit application. The plan must include a planned sequence of construction that minimizes construction impacts to the public. The plan shall describe mitigation for: parking, staging/encroachments, truck traffic, noise, dust, and erosion/sediment pollution. Miscellaneous Utilities - All above ground structures shall be located outside the public rights-of-way. Sight Distances - Project shall comply with proper sight distances at intersections/driveways. Detailed plans are required prior to council - please see engineering department for specific details. Additional Project Specific Comments Stormwater - Nothing can drain to river due to the steep slopes and environmental sensitive areas. Is one drywell enough to accommodate all flow? The area has a very high amount of impervious. Excavation - Can the basement be stabilized without going outside o f the building envelope? Setback - From municipal code 26.435.040 C3 No vegetation can be removed/damaged and no grading can occur within the building envelope. 4- Driveway - There might site distance issues Permits - A permanent encroachment would be necessary to have any landscaping in the ROW. Also ROW permit necessary to hook-up to sanitary sewer if in the roadway. ATTACHMENT 7 AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE ADDRESS OF PROPERTY: 1316 U EtÂ£Ut treâ‚¬- , Aspen, CO SCHEDULED PUBLIC HEARING DATE: -liu.%8 cu~ Ma,rok 18 â‚¬ 4: 3(p..0.009 STATE OF COLORADO ) ) SS. County of Pitkin ) I An)- 4 â‚¬1 A- 960 2 6-11 (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) o f the Aspen Land Use Code in the following manner: %/00'~ Publication of notice: By the publication in the legal notice section of an official paper or a paper of 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 of notice: 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 wide 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 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 all owners of property within three hundred (300) feet of the property subject to the development application. The names and addresses of 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 owners and governmental agencies so noticed is attached hereto. (continued on next page) Rezoning or text amendment. Whenever the official zoning district map is in any way to be changed or amended incidental to or as part o f 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 otherwise, 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 ofthe proposed change shall be waived. However, the proposed zoning map shall be available for public inspection in the planning agency during all business hours for fifteen (15) days prior to the public hearing on such amendments. Signat414 The foregoing "Affidavit of Notice" was acknowledged before me this 3 day of Flo /, h , 200_4, by 1471/6 â‚¬1,9- 9 r O 2'Cl/ PUBLIC NOTIRE WITNESS MY HAND AND OFFICIAL SEAL RE: 1310 RED BUTTE DRIVE, STREAM MARGIN REVIEW -~ PUBLIC HEARING NOTICE IS HEREBY GIVEN that a public hearing My commission expires: 09 60 /aol 6 will be held on Tuesday, March 18, 2008, at a meeting to begin at 4:30 p.m. before the Aspen Planning and Zoning Commission. Sister cities - I Room, City Hall, 130 S. Galena St., Aspen, to re- I view an application for Stream Margin Review. The purpose of the Stream margin Review Is to consid- er the construction of a new single family dwelling Notary Public in relationship to an environmentally sensitive area, The subject property is legally described as Lot 2, Block 2 Red Butte Subdivision, as shown on the plat thereof recorded in ditch book 2A at page 288 _ and first amendment to the plat recorded in plat I book 27 at page 25 and second amended plat re corded in plat book 27 at page 83, of the City of Aspen, commonly known as 1310 Red Butte Drive. ..9% 11 For further information, contact Jason Lasser at the City of Aspen Community Development Dept., 130 11 S. Galena St., Aspen, CO (970) 429-2763. (orjas 8 i LAURA i M onl@ci.aspen.co.us). i MEYER; ATTACHMENTS: s/Dylan Johns, Chair Aspen Planning and Zoning Commission (&... ...2 Published in the Aspen Times Weekly on March 2, ~ 14 ~.0 ..8,042r 2008,(1216757) COPY OF THE PUBLICATION My Commission Expires 08/10/2010 PHOTOGRAPH OF THE POSTED NOTICE (SIGN) LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED BY MAIL : ATTACHMENT 7 / AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE ADDRESS OF PROPERTY: 1310 Rub 807-72.- DRJ vt , Aspen, CO SCHEDULED PUBLIC HEARING DATE: 72,Es. MARc# 18,2008 , 200__ STATE OF COLORADO ) ) SS. County of Pitkin ) I, _|0511 54 174 (name, please print) being or reprbsenting an Applicant to the City of Aspen, Colorado, hereby personally certify that I have coniplied with the public notice requirements of Section 26.304.060 (E) of the Aspen Land Use Code in the following manner: k Publication of notice: By the publication in the legal notice section of an official paper or a paper of 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. k Posting of notice: By posting of notice, which form was obtained from the Community Development Department, which was made of suitable, waterproof materials, which was not less than twenty-two (22) inches wide 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 51 day of FESKDATY , 200 8, to and including the date and time ofthe public hearing. A photograph of the posted notice (sign) is attached hereto. 'Â§( Mailing of notice. By the mailing of a notice obtained from the Community Development Department, which contains the information described in Section 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 all owners of property within three hundred (300) feet ofthe property subject to the development application. The names and addresses of 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 o f the public hearing. A copy of the owners and governmental agencies so noticed is attached hereto. (continued on next page) Rezoning or text amendment. Whenever the official zoning district map is in any way to be changed or amended incidental to or as part of a general revision ofthis 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 otherwise, 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 ofthe proposed change shall be waived. However, the proposed zoning map shall be available for public inspection in the planning agency during all business hours for fifteen (15) days prior to the public hearing on such amendments. <. lij Sign~ture The foregoing "Affidavit of Notice" was acknowledged before me this 14 day of Y.1.Lar('h. , 200%.,by 3-24/h 93rl , fil WITNESS MY HAND AND OFFICIAL SEAL My commission expires: /.2 - J 3 - 0% f l,EM. ~ 1 (1.0- A 9. i 14 ~ (~~jOLÂ«kjrl P Notary Public 9...37 My Commission _r.--- .2113/2008 ATTACHMENTS: COPY OF THE PUBLICATION PHOTOGRAPH OF THE POSTED NOTICE (SIGN) LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED BY MAIL m>1 Easy Peel Labels Ean t . in,Im# See Instruction Sheet I F-3 ~AVERYÂ®5160Â® ~ Use AveryÂ® TEMPLATE 5160Â® En] 1Fe, iper -- for Easy Peel Featurei I ] 1335 SAGE COURT LLC 1375 RED BUTTE DR LLC ASPEN BLUE SKY HOLDINGS LLC 153 W LUPINE 604 W MAIN ST 302 E HOPKINS AVE ASPEN, CO 81611 ASPEN, CO 81611 ASPEN, CO 81611 BUTERA SOPHIE HARVEY 15% BUTERA T RICHARD 5% ' CARTER THOMAS L JR & EUGENIA 1220 RED BUTTE DR PMB 306 2221 RIVER OAKS BLVD ASPEN, CO 81611 300 PUPPY SMITH ST #220 HOUSTON, TX 77019 ASPEN, CO 81611-1454 FREY FAM PTRSHP LTD 75% FREY JOHN L 25% HACKETT BUDDY 40% 424 S SPRING ST 424 S SPRING ST 800 WHITTIER DR ASPEN, CO 81611 ASPEN, CO 81611-2010 BEVERLY HILLS, CA 90210 HAZES BRIAN L 20% KITCHEN ELIZABETH F 20% LEHRMAN ROBERT 720 E HYMAN AVE 29 LATIMER RD 1027 33RD ST NW ASPEN, CO 81611 SANTA MONICA, CA 90402 WASHINGTON, DC 20007 LICHTENWALTER DAYLENE G LICHTENWALTER GARY R LIZOTTE JEFFREY W & DIANA I 1265 RED BUTTE DR 1265 RED BUTTE DR 1345 SAGE CT ASPEN, CO 81611-1083 ASPEN, CO 81611-1083 ASPEN, CO 81611 MENDENHALL KIEFER & MARY PITKIN COUNTY RIVER AMERICAN PROPERTIES PO BOX 191 530 E MAIN ST #302 ' LLC ASPEN, CO 81612 ASPEN, CO 81611 986 MOORE DR ASPEN, CO 81611 SANFORD ALBERT 50% SHERRIFF RICHARD A STARENSIER DAVID & PHYLLIS 1340 RED BUTTE DR 748 HILLCREST DR 1355 SAGE CT ASPEN, CO 81611 BASALT, CO 81621-8547 ASPEN, CO 81611 WILDMAN DOROTHY DEC OF WORTH CHARLES E & ANN G TRST ZIMMERMAN HARRIET M TRUST 50% 1380 RED BUTTE DR 4 VIA LOS INCAS 1340 RED BUTTE DR ASPEN, CO 81611 PALM BEACH, FL 33480 ASPEN, CO 81611 ttiquettes faciles & peler A Consultez la feuille www. avery.com Utilisez le gabarit AVERYÂ® 5160Â® Sens de chargement d:instruction 1-800-GO-AVERY PUBLIC NOTICE RE: 1310 RED BUTTE DRIVE, STREAM MARGIN REVIEW -- PUBLIC HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held on Tuesday, March 18, 2008, at a meeting to begin at 4:30 p.m. before the Aspen Planning and Zoning Commission, Sister Cities Room, City Hall, 130 S. Galena St., Aspen, to review an application for Stream Margin Review. The purpose of the Stream margin Review is to consider the construction of a new single family dwelling in relationship to an environmentally sensitive area. The subject property is legally described as Lot 2, Block 2 Red Butte Subdivision, as shown on the plat thereof recorded in ditch book 2A at page 288 and first amendment to the plat recorded in plat book 27 at page 25 and second amended plat recorded in plat book 27 at page 83, of the City of Aspen, commonly known as 1310 Red Butte Drive. For further information, contact Jason Lasser at the City of Aspen Community Development Dept., 130 S. Galena St., Aspen, CO (970) 429-2763, (or i asonl@ci.aspen.co.us). s/Dvlan Johns, Chair Aspen Planning and Zoning Commission Published in the Aspen Times on March 2,2008 City of Aspen Account / ...., ....'.. ... + - Ir .i----- . g. Jil ti .- A '. .--4 -- 4 1--- ~-4.-J.., we.... -* -" '..... 'rt, 9 PM 21 .,4. . ,-'.7.U-** ' 1 . .â€ž,-'.N.. -'.. 1...... 1.....:. 201 Main Street, Suite 304 :t- " ... '. . 1 Carbondale, CO 81623 4 -5 1-7 U>./ - 41us~ A 7790 Â· -losq JL 201 Main Street, Suite 304 Carbondale, CO 81623 81623$2216 C003 11.,1.,"Il.It...,1,1.,11'.,1,1/,1,1..,11,11,/1/.,11,1./,/11,1 _ PUBLIC NOTICE DATE TuES. MARCH_18,20 TIME 4:3 O PM - CITY- HALL, 130 5. WAL[MA jo PLACE 5 I5TEK 611-165 ROOM PURPOSE STREAM MAKFIN REWW O Â· M)TIC F 1% HEREBÂ¥ {;10 1.0 that a public hearl!41 â€¢111 be held oe T*sday. March Ill. 30('8. 01 a meeting to beyin ar 4.10 p.m bethre the Axpen Planning and Zoning Cenâ€¢mission. Sister Cities Room. Cat> Hall, 130 S (ialena St.. Aspen. te review an apple.atim for Sueam Margin Re, 10 The purpose ok tbe Stream maggin ReviÂ¢* is 10 can.idÂ·er the Â©onstruction of a ne,4 single family dwelling in relationship to an enâ€ž,â€žtunentall) Â·.ertsitive area The subÂ»t properl> ts legally descntâ€¢ed a> 104 2, Block 2 4 Red Buttâ‚¬ Sutâ€¢Inisioe. as shown on the glat thereef r':*,riled in dikh k.,L ZA at plge ' 288 and Arst ainendment to the plat n:. orded in pt.*: hoek 27 at rage 25 and second amended plat recocdod in plat book 27 .1* page 83..4 lhÂ¢ City of Aspen, commi,nly known arâ€¢ 13tt) Red Butte Drive For 14:Â·thcr mbrmation. cor*act Jason 1-asser at the City of A.prn C:immunit> Devek,pment Dem.. 130 S Ciatena St, Aspen, CO (970) 429-2763, tor talâ€¢on; xrn.as-pento.51 - FOR FURTHER INFOKMATION COISTICÂ¥: 1 THE CrrV OF ASPEN PLANNDIO *FA*TMENT 11' S GALENA SL ASPEN CO O,0 -2----- - { - 4.li:*: . 7 r ./ 4 34* - 1 r m~~MARCH_18 +2Qt i THE ASPEN TIMES 1Â¥1 4 . COM FREE : FRIDAY, FEBRUARY 29. 2008 HANGING OUT - Downtown ' ..............-i'.../.'/= 7 q.- 1E . deals aplenty , % 1 " -- REALIS,iME pometoy %*As in the lam. 1 Wr,li 80ogielums down $28 mill,on offer 3 11111~ ./9- * 17-3 i li U. 4,â€¢id . ,. '<'~,1,1 1 La.'Wt/â€¢ L -.. i,iâ€ž., ':uild,141 1,11 l 0,14)14 6 ..."= -'"""I:":- *1*0* .,1,1 1,1 1 1 4 li, il,1.1, 1 c, ./ 1, Ut., 1': , i Â·inri on * } ** X.....m. 1111 â€¢#,-: Â· f ~,liÂ¢â€¢1â€¢r 41' â€¢'t ! J.â€¢11,111'K Â· mmf , : /I' 'll'Â·.â€¢:1/il,) A / W,Â·, , 'Â·rl,lin .1â€¢/11.'ll#Â·ilÂ·.â€¢â€¢41â€¢0.1'Â·~ DI'l .,t ..1 8 3: : 1/ 7.,1,3,,. 1: :1 '.'td'.:.,en...Â·*:PIÂ·% ill .'# ""'I-'I ,'.-: "4 "I'".," '.ia".'-- - 1, i.â€ž; : i.Â·,Â·, â€ž26'Â· mi,:,Â·ti 'tr'In an . I'll"/6 . 109 ,#1,1 '.7 $2, I: 1 1,:Â·1, DitÂ· lib ; Um ilwn>,d . -: A & & 41Â£,11,22 111"1 1 141,1,â€¢.Â·r Nt,â€¢ e:. ~ coinineremi 46& 2 620 11%1,%~1~ i,Ilivit, 1 I Illit.. Illâ€ž+4":ti.,1 - :493<MIL. -~Ii -# *a---- ,%,41#~/11#, 91:. 1....7 5 64 LE ,/ i./ I j , r. 1,1,Â· 1.LIJ,link - ,â€¢Â·11!he;:;.,Â·Â·,,Â·,iÂ·, 4 -0 al at lilli' ~Vhl' 5 1 : I,- Â·Â·â€¢ â€¢' "' t,v.,0, 4, ": {Iiâ€¢- ~~'.i,Â» *h 1*t.'.gth'#} f AL 1'4',d ''i ,Â·,1~1.id,- 1.* Â·11,Â· 1~i.' 1 , . -0 tatuall,â€¢Ilit --I/1. -- - tittle brewing on mesti .=2~42222.'-Â· /,010:~ir PUBLIC NOTICE RE: 1310 RED BUTTE DRIVE, STREAM MARGIN REVIEW -- PUBLIC HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held on Tuesday, March 18, 2008, at a meeting to begin at 4:30 p.m. before the Aspen Planning and Zoning Commission, Sister Cities Room, City Hall, 130 S. Galena St., Aspen, to review an application for Stream Margin Review. The purpose of the Stream margin Review is to consider the construction of a new single family dwelling in relationship to an environmentally sensitive area. The subject property is legally described as Lot 2, Block 2 Red Butte Subdivision, as shown on the plat thereof recorded in ditch book 2A at page 288 and first amendment to the plat recorded in plat book 27 at page 25 and second amended plat recorded in plat book 27 at page 83, of the City of Aspen, commonly known as 1310 Red Butte Drive. For further information, contact Jason Lasser at the City of Aspen Community Development Dept., 130 S. Galena St., Aspen, CO (970) 429-2763, (or iasonl@ci.aspen.co.us). s/Dvlan Johns, Chair Aspen Planning and Zoning Commission Published in the Aspen Times on March 2,2008 City of Aspen Account ic. MEMORANDUM To: Aspen Planning and Zoning Commission THRU Jennifer Phelan, Community Development Deputy Planning Directo~~~222:> FROM: Jason Lasser, Special Projects Planner J L RE: 1310 Red Butte Drive - Stream Margin Review - Public Hearing MEETING DATE: March 18,2008 Applicant: Jerry Scheif Representative: Josh Smith, John Muir Architects Zoning: R-30 8.ow-Density Residential) Lot Size: approximately 30,896 Square Feet Land Use: Single-Family Residence Request Summary: The Applicant is requesting a Stream Margin Review Approval in order to demolish the existing single-family residence and replace it with a new single-family residence. Staff Recommendation: Approval of the Stream Margin Review. LAND USE REQUESTS: The Applicant is proposing to demolish the existing residential structure located at Red Butte Drive and is requesting the following land use approval 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 pursuant to Land Use Code (L.U.C.) Section 26.435 I)evelopment in Environmentally Sensitive Areas. REVIEW PROCEDURE: A development application for stream margin review shall be approved, approved with conditions, or denied after review and consideration during a duly noticed public hearing by the Planning and Zoning Commission under L.U.C. Sections: 26.435.040, Stream Margin Review. PROJECT SUMMARY: The Applicant has requested approval to demolish the existing single-family residence and replace them with a new single-family residence. The entire building will have a Floor Area of 5,205 square feet. The primary residence will contain four (4) bedrooms. The following table compares the proposed development dimensions with the dimensional requirements of the R-30 Zone District: TABLE 1: Dimensional Standards Dimensional Requirement Proposed Underlying Low-Density Residential Dimensional (R-30) Zone District Requirements Requirements Minimum Lot Size 30,896 SF 30,000 SF Minimum Lot Width Approx. 142 Feet 100 Feet Minimum Lot Area/Dwelling 37,000 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-o f- 15 Feet - Residential Dwellings slope Maximum Height 25 Feet 25 Feet Floor Area Ratio (FAR) 5,205 SF 5,227 SF Minimum Off-Street Parking 2 Spaces (2 for Two spaces per unit (single-family) Single-family residence 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. Parks has requested that the applicant restore the area within 15' feet from the top of bank with native vegetation, and that there will be Parks involvement in the design of the restoration. As part of Stream Margin Review, all development is required to be located no closer than fifteen (15) feet from the top-of-slope. 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 Applicant's 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. One of the Stream margin review criteria, standard 26.435.040 C.2, requires that a fisherman's easement be granted "within the high water boundaries" of the river course. The survey does not show the presence of an easement. Staff has required the granting of the easement as a condition of approval. 15' from top 14 J ( --r.Â·N.to~:2 .0.)*A. 1 ComBOF....11 not ./ biN. . 1 )Â· N.._.>Lcurt,goem/" ion. co*.... -\ Top of \ Slope 42Â·.ar- - - a / L .7 7540532- ' 6\ 1 - t F n ..7 h Waler L 1,8 4 . - --0 pl 'Â·~ ~ - :-. " < 1 .1 1 / 91%6*ki /*A ~p 1 4% m- ,Ajt : 14.....4->N ... 21*dcopf,om . 0. 4 ..'' .. 13>t . -1 11 ,< -- Required l ocate 220v ler 6. - 15' -lubopÂ», . ... 0 ,.Â· 0- setback 1 Â« / elt. 09 9 17 b . ~/Lawn 260/ 4 ./ - from Top .. 4Â¥ 2 e \\ 4-0 ' ~ 1 ''.i.Â·,~~ of Slope 1 1 . 0 I a. \\ C . 471 12 / Ft . 9 .' t '-- ~f-~-zatrk Figure 1: 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 Applicant's south elevations (site sections page A4.1-A4.5) and included as part of the application. 45 degree 4 progressive / height / Top of Aâ€¢rr--r- u-n r-1V' t' e l i I I I 11 I n. M!*/ Slope . .... I 'l " I~1 Ili ~ ml '14 I 1 Z. -31%3 0 0 m 15 Foot ....~/ Setback 1 Figure "A" Figure 2: Height Limit from Top of Slope 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 from top-ofslope and the progressive forty-five degree height limit prior to the issuance of a building permit. 441 - B. 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. Staff has proposed a condition of approval that would require the Applicant to provide silt .fencing and construction fencing on site as well as native restoration within the resolution. C. IMPACT FEES AND SCHOOL LANDS DEDICATION: The Applicant is required to pay a any applicable Impact Fees and School Lands Dedications for additional bedrooms added to the site pursuant to Land Use Code Chapters 26.610, Impact Fees and Chapter 26.620, School Land Dedication Staff has included a condition of approval in the proposed resolution requiring that a Park Development Impact Fee and School land Dedication Fee updated to today's adopted regulations, if applicable, be paid prior to building permit issuance. 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(C), Stream Margin Review RECOMMENDED MOTION: '1 move to approve Resolution No. ~ , Series of 2000, approving with conditions, a stream 1 . - . - . *648326*14-to construct a single-family residence located at 1310 Red Butte Drive akboth requests meet the review standards of Land Use Code Sections 26.435.040 C., Strean\Margin Review Standards ATTACHMENTS Exhibit A -- Review Criteria & Staff Findings Exhibit B -- Referral Comments from 1/9/08 Exhibit C -- Referral Comments from 2/27/08 Exhibit D -- Application 5Â·7* -a,3V~mErâ€¢ R--Tt ;Z,~ I 1 !~,â„¢ 1 1[~C t,mST, rl n Ii, ~ ,1,21,3 RESOLUTION NO. ~), (SERIES OF 2008) A RESOLUTION OF THE CITY OF ASPEN PLANNING AND ZONING COMMISSION APPROVING A STREAM MARGIN REVIEW, FOR THE PROPERTY COMMONLY KNOWN AS 1310 RED BUTTE DRIVE, AND LEGALLY DESCRIBED AS LOT 2, BLOCK 2, RED BUTTE SUBDIVISION, CITY OF ASPEN, PITKIN COUNTY, COLORADO. Parcel ID: 2735-0130-3012 WHEREAS, the Community Development Department received an application from AV-20 Properties, LLC, represented by John Muir Architects, requesting approval from the Planning and Zoning Commission for Stream Margin Review for the construction of a single-family residence located at 1310 Red Butte Drive; and, WHEREAS, the Applicant's property is a 30,896 sq. ft. lot located in the R-30 Zone District in an Environmentally Sensitive Area as defined by the Land Use Code; and, WHEREAS, the Applicant has had a Development Review Committee (DRC) meeting on January 9, 2008 and received comments from referral agencies, which requested another DRC meeting prior to the public hearing; and, WHEREAS, on February 27,2008, the Applicant had a Development Review Committee (DRC) meeting and received comments from referral agencies, which requested another DRC meeting prior to the public hearing; and, WHEREAS, the Community Development Department Staff reviewed the application for compliance with the Stream Margin Review Standards; 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 the Stream Margin Review request, with conditions to construct a single-family residence at 1310 Red Butte Drive, 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 PLANNING AND ZONING COMMISSION OF THE CITY OF ASPEN, COLORADO THAT: 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 the Stream Margin Review with the following conditions: 1. A fisherman's easement granting public fishing access within the high water boundaries of river course shall be granted via a recorded "Fisherman's Easement" prior to issuance of the building permit. Section 2: The Applicant shall meet adopted building codes and requirements if and when a building permit is submitted. The building permit application shall include the following: a. Acopy ofthe 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 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 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 height limit as required by Stream Margin Review standards. h. The Zoning Officer shall verify compliance with Floor Area Ratio standards. Section 3: The Applicant's design shall be compliant with all sections of the City of Aspen Municipal Code, Title 21 and all construction and excavation standards published by the Engineering and Parks Departments. 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 measures 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 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 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. 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 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. 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. 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 in the bldg permit set. B. There will be no storage of construction materials, backfill, tools or construction traffic inside of the protective fence. 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. 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. 7. 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. 8. 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 of the addition approved herein. Section 4: All exterior lighting shall meet the requirements of the City's Outdoor Lighting Code pursuant to Land Use Code Section 26.575.150, Outdoor lighting. Section 5: The Applicant shall install a fire sprinkler system and alarm system that meets the requirements ofthe Fire Marshal ifthe building is over 5,000 square feet in area. Section 6: 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 7: The 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 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 8: A Colorado licensed engineer shall verify that groundwater will not negatively impact the proposed construction. Section 9: All applicable Impact Fees and School Land Dedication shall be paid at time of building permit issuance. Section 10: 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. Section 11: This Resolution shall not affect any existing litigation and shall not operate as an abatement o f any action or proceeding now pending under or by virtue o f the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 12: 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. APPROVED BY the Planning and Zoning Commission of the City of Aspen on this day of ,2008. APPROVED AS TO FORM: PLANNING AND ZONING COMMISSION: City Attorney LJ Erspamer, Chair ATTEST: Jackie Lothian, Deputy City Clerk EXHIBIT A Chapter 26.435 DEVELOPMENT IN ENVIRONMENTALLY SENSITIVE AREAS (ESA) C. Stream margin review standards. No development shall be permitted within the stream margin of the Roaring Fork River unless the Community Development Director 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 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 Staff Finding The proposed development will not increase the base flood elevation, as the proposal will not affect the river, all development is required to follow the Engineering Department checklist, site grading plan, drainage and erosion plan, and excavation and stabilization plan which will not allow disturbance to the river. Stajffinds this criterion to be met. 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 Staff Finding: Staffjinds that the application has worked to meet the goals of the Engineering and Parks Departments to maintain the high water boundaries of the river course. As noted on the survey, "this property is subject to all easements, rights-Of-way and/or requirements as noted or shown in the records of the Pitkin County Clerk & Recorder. The Code requires dedication of a fisherman's easement. Staffrecommends the granting ofthe easement be included as a condition of approval. 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 Subsection 26.435.040.F. 1; and Staff Finding: The applicant has worked with both Engineering and the Parks Departments to restore the areafifteen feet (15') from top ofslope to top of slope with native vegetation, detailed in the landscape andsurveys ofthe Feb. 14, 2008 drawings submitted by the applicant. Sta#jinds this criterion to be met. 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 Staff Finding. The applicant has been working with the Engineering and Parks Departments to resolve any development or construction erosion, sedimentation, and drainage to mitigate any potential for pollution or interference with the natural changes of the river. Any on-site drainage issues will be addressed per a grading and erosion control plan provided at the time of building permit submittal, all drainage will be accommodated -within the parcel, no drainage will be allowed into the river or onto its banks. Stafffinds this criterion to be met. 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 Staff Finding The water course will not be altered or relocated. Stafffinds this criterion to be not applicable. 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 Staff Finding: The proposed development will nol alter or relocate the water course (see criterion 5). Stafffinds this criterion to be not applicable. 7. Copies are provided ofall necessary federal and state permits relating to work within the 100-year flood plain; and Staff Finding There is nowork proposed within the 100 year floodplain, Stafffinds this criterion to be not applicable. 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 Staff Finding The applicant has worked with both Engineering and the Parks Departments to restore the area jifteen jeet (15')from top of slope to top of slope with native vegetation, detailed in the landscape and surveys of the Feb. 14, 2008 drawings submitted by the applicant. Stafffinds this criterion 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: The applicant has worked with the Zoning Officer to determine the height of the development and method Ofcalculating height as seen in the architectural drawings of the Feb. 14, 2008 submission by the applicant. Stafffinds this criterion to be met. 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 Staff Finding: The applicant has worked -with the Zoning Officer to determine that the lighting will comply with the requirements of the review as seen in the architectural drawings of the Feb. 14, 2008 submission by the applicant. Sta#finds this criterion to be met. 11. There has been accurate identification of wetlands and riparian zones. Staff Findinit The applicant has worked with the Community Development Staff to determine the accuracy Of the surveys, engineering, landscape and architectural drawings of the Feb. 14, 2008 submission by the applicant. Stafffinds this criterion to be met. EXHIBIT B Date: 1/14/08 Project:_1310 Red Butte Dr City of Aspen Engineering Department DRC Comments These comments are not intended to be exclusive, but an initial response to the project packet submitted for purpose of the DRC meeting. Transportation Driveways - Specify all driveway locations and widths. Standards depend on zoning district. Parking Lots - Specify turning radius, markings, and handicap locations. Streets - If the longitudinal edge of a street patch falls within the existing wheel tracks, the patch shall extend to the full width of the lane. A minimum patch dimension shall be two feet. A signing and pavement marking plan must be submitted as part of the design documents. Traffic - A traffic study shall be conducted as needed to determine impacts of new development. Drainage General - Project packet must include a discussion of anticipated and proposed drainage patterns, detention storage and outlet concepts. Floodplain - Where applicable, 100-yr floodplain and floodway boundaries shall be defined. Storm Sewer System - Project drainage requirements may include construction of new storm sewer line, minimum lateral 15" RCP and mainline 18" RCP to connect to existing storm sewer system. A Stormwater System Development Fee shall be assessed against all properties at the time of development or redevelopment of the property. The fee shall be assessed against the total impervious area of the development, not simply the increased impervious area. Detention as required by code. Drywells - Minimum 10' deep and 10' from property line and foundation. Percolation tests must show that the soil will drain the 5-yr runoff volume in 36 hours. Seasonal high groundwater level must be 2' below the bottom of the dry well. Pedestrian Improvements General - In accordance with the City's Sidewalk, Curb and Gutter Master Plan, property owners are required to install and maintain sidewalk, curb and gutter along the street frontage adjacent to their properties. Properties within certain areas of the City are not required to install sidewalk, curb and gutter. These locations are shown on the "Sidewalk Free Zones" and the "No Curb and Gutter Zones" maps dated February 22,2002. These maps are kept in the City Engineering Department. Sidewalks - Project depicts ALL sidewalk locations and widths. Sidewalk width is based on the land use. Residential: 5' High density and multi-family areas: 6' Commercial areas 8' Warning Pads - detectaole warning pads shall be installed at all curb ramps. Curb ramps shall be directional and not diagonal. Pedestrian Study - A neighborhood safety/pedestrian study shall be completed as deemed necessary by City Engineer. Construction Management General - A construction management plan must be submitted in conjunction with the building permit application. The plan must include a planned sequence of construction that minimizes construction impacts to the public. The plan shall describe mitigation for: parking, staging/encroachments, truck traffic, noise, dust, and erosion/sediment pollution. Miscellaneous Utilities - All above ground structures shall be located outside the public rights-of-way. Sight Distances - Project shall comply with proper sight distances at intersections/driveways. Detailed plans are required prior to council - please see engineering department for specific details. Additional Project Specific Comments Stormwater - Nothing can drain to river due to the steep slopes and environmental sensitive areas. Is one drywell enough to accommodate all flow? The area has a very high amount of impervious. Excavation -Can the basement be stabilized without going outside of the building envelope? Setback - From municipal code 26.435.040 C3 No vegetation can be removed/damaged and no grading can occur within the building envelope. Driveway - There might site distance issues Permits - A permanent encroachment would be necessary to have any landscaping in the ROW. Also ROW permit necessary to hook-up to sanitary sewer if in the roadway. 1310 Red Butte Drive Parks Department Requirements 1. There must be a detailed plan submitted for stream margin protection. The detailed plan shall identify; Location of silt fencing? How will it be supported? How will this fencing "protect residual run-off and erosion"? A native vegetation protection fencing system shall be installed at the edge of the demolition envelope. There will be no storage of construction materials, backfill, tools or construction traffic outside of the protective fence. This fence must be inspected by the city forester or his/her designee (920-5120) before any construction activities are to commence. 2. A vegetation protection fence shall be erected at the drip line of each individual tree or groupings of trees on site. This fence must be inspected by the city forester or his/her designee (920-5120) before any construction activities are to commence. 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 site. There should be a location and standard for this fencing denoted on the plan. 3. The Parks Department is concerned about the lack of spacing for several proposed Blue Spruce Trees. New locations and planting plan should be designed to reflect appropriate spacing away from the new structure, existing vegetation and each individual plant species. 4. A more detailed landscape plan will need to be submitted for approval. The plan shall include the fully proposed seed mix with proposed lbs per acreage. The seed mix should include a riparian seed mix that includes an herbaceous understory and one that is consistent with the Roaring Fork River Corridor. The plan should also include a detailed legend of all the proposed deciduous plantings located within the 15' setback. 5. Parks recommends against flowering crab apples, no fruit producing crab should be used to minimize wildlife conflicts. 6. All new irrigation with in the 15' setback will need to be hand dug preventing the cutting of roots. The same is true for the installation of any proposed landscaping. 7. The proposed new grading within the 15' setback is not appropriate and is not acceptable to the parks department approvals. Grade changes can be made in a manner that does not damage the existing root zones of the riparian trees. 8. Parks recommends saving the existing blue spruce located west of the current driveway. There is some value to the preservation of existing mature vegetation. This is not a deal breaker but consideration for the preservation of this tree makes more sense than planting a new Blue Spruce 15 feet from the established tree. 9. Landscape Plans L-1 through L-3 include a statement that says the species of vegetation between the 15' set back and the river are not riparian species. This statement is an inaccurate statement. If this is to be indentified the statement needs to be corrected to accurately identify the Narrow Leaf Cottonwood gallery and the Colorado Blue Spruce trees as indicative of a riparian corridor and the vegetation located below these species are also indicative of the wetland species. They may not be fully established through out the zone but are present and should be consider for full protection. 10. The overall mitigation for removals on this property already has a carry over from a property located on Snowbunny Lane. It is the opinion of the Parks Department that after a redesign of the proposed landscape plan that the mitigation will not be able to be met on site and a cash-in-lieu payment may be required. DRC Comments 1310 Red Butte Drive January 9,2008 ACSD Requirements Service is contingent upon compliance with the District's rules, regulations, and specifications, which are on file at the District office. 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. On-site utility plans require approval by ACSD. Old service lines must be excavated and abandoned at the main sanitary sewer line according to specific ACSD requirements and before any and all soil stabilization measures are attempted, and before the district will approve a demolition/access-infrastructure/excavation-foundation permit. Below grade development may require installation of a pumping system. One tap is allowed for each building. Shared service line agreements may be required where more than one unit is served by a single service line. Permanent improvements are prohibited in sewer easements or right o f 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. All ACSD fees must be paid prior to the issuance o f a demolition/access-infrastructure/excavation foundation permit. Peg in our office can develop an estimate for this project once detailed plans have been made available to the district. Where additional development would produce flows that would exceed the planned reserve capacity of the 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 o f concern in order to fund the improvements needed. Where additional development would produce flows that would overwhelm the planned capacity of the existing collection system and or treatment facility, the development will be assessed fees to cover the costs of replacing the entire portion of the system that would be overwhelmed. The District would fund the costs of constructing reserve capacity in the area o f concern (only for the material cost difference for larger line). The Applicant will have to pay 40% of the estimated tap fees for the anticipated building stubouts prior to building permit. The glycol heating and snow melt system must be designed to prohibit and discharge of giycol to any portion ofthe public and private sanitary sewer system. The glycol storage areas must have approved containment facilities. Page 1 of 2 Jason Lasser From: Todd Grange Sent: Wednesday, January 09, 2008 3:15 PM To: Jason Lasser Subject: reply from DRC today @ 1:30 - 1310 Red Butte 1. Need demo architectural plan to show existing FAR, bedroom and parking. 2. Lot size and lot area - should show on improvement survey with shading and have key. Math needs to be shown. 3. No grading in stream margin setback. Path 4. Show the appropriate roof heights/points in relation to the required 45 degree from the 15 foot required stream margin review requirements. 5. Roof plan with all height marked over topo map. 6. Lighting plan to comply with lighting standards for fully shielded lighting and prohibitions of light directed toward the roaring fork river. 7. Garage appears to violate the 24" max size of garage entrance in design review standards 8. covered porches count on ground levels as exempt. At entry exempt. At back or riverside at ground level exempt but where the are a covered decks they count as 15% Todd Grange, Zoning Officer Community Development Department City of Aspen 130 S. Galena Street Aspen, CO 81611 Phone: (970)429-2767 Fax: (970)920-5439 www.aspenpitkin.com From: Jason Lasser Sent: Wednesday, January 09, 2008 11:15 AM To: DevelopmenLReview_Committee Subject: DRC today @ 1:30 - 1310 Red Butte A reminder for those with Packets: -Engineering -Zoning -Parks -Building -Holy Cross Thanks! See you then- Jason Lasser City of Aspen 1 Special Projects Planner Community Development Department 130 S. Galena St. I Aspen, CO 81611 970.429.2763 1 www.aspenpitkin.am 3/10/2008 EXHIBIT C Zoning Comments for 131 Red Butte Drive From meeting 27 February 2008 Todd Grange 1) Lot Area/Size. a. Clarify and shade the area considered in the high water mark calculation and the related developable lot area. Does the island remain above the 100 year flood plain or would it be covered. b. Affects the developable size of the lot. c. How are you calculating your total lot size? d. .781 * 43,560 = 34,020.36 which differs from your starting lot size. 2) Demolition. a. Take out the garage area and the upper level stairwell from the area calculation. b. Additionally include deck space in the demo calculation. 15% is free and then 1:1 ratio after that. 3) Lower level. a. Need elevation of below grade walls showing grade and all exposes areas. b. Need to see calculations for your % of exposed wall and how applied to square footage for your lower level. 4) ADU. a. To keep the cooking device you need to deed restrict the ADU otherwise the cooking device needs to be removed. 5) Lighting. a. Make sure the exterior lighting you choose complies with the code. Current samples of proposed lighting allow one to see the light bulb and that is not allowed. Make sure the glass in the sconce hides the light source. (Fully Shielded) Date: February 27,2008- Project:_ 1310 Red Butte Drive City of Aspen Engineering Department DRC Comments These comments are not intended to be exclusive, but an initial response to the project packet submitted for purpose of the DRC meeting. Transportation Driveways - Specify all driveway locations and widths. Standards depend on zoning district. Property is zoned R-30. Maximum driveway width is 18 feet. Parldng Lots Specify turning radius, markings, and handicap locations. Streets A signing and pavement marking plan must be submitted as part of the design documents. Traffic A traffic impact study shall be conducted as needed to determine impacts of IleW development. Drainage General - Project packet must include a discussion of anticipated and proposed drainage patterns, detenhon storage and outlet concepts. No offsite basins are shown. Foundation drains are not addressed. Proposed runoff exceeds Historic (historic is calculated incorrectly). Floodplain Where applicable, 100 yr floodplin and floodway boundaries shall bo de:Gned= Base flood elevation is shown on FEMA map. Storm Sewer System Project drainage requirements may include construction ofnew stormsewer line, minimum lateral 15" RCP and mainline 18" RCP to connect to existing storm sewer system. A Stormwater System Development Fee shall be assessed against all properties at the time of development or redevelopment of the property. The fee shall be assessed against the total impervious area of the development, not simply the increased impervious area. Detention as required by code. Pedestrian Improvements General In accordance with the City's Sidewalk, Curb and Gutter Master Plan, property owners are required to install and maintain sidewalk, curb and gutter along the street frontage adj acent to their properties. Properties within certain areas of the City are not required to install sidewalk, curb and gutter. These locations are shown on the "Side alk Free Zones" and the "No Curb and Gutter Zones" maps dated .Â¥ February 22,2002. These maps arc kept in the City Engineering Department. Sidewalks Sidewalks must be installed along the property line. Project must depict ALL sidewalk locations and widths. Sidewalk width is based on the land use. Residential: 5' High density and multi family areas: 6' Commercial areas 8'. Warning Pads detectable warning pads shall bo installed at ali curb ramps. Curb ramps shall bo directional and not diagonal. Pedestrian Study A neighborhood safety,rpedestrian study shall be completed as deemed necessary by City Engineer. Construction Management General - A construction management plan must be submitted in conjunction with the building permit application. The plan must include a planned sequence of construction that minimizes construction impacts to the public. The plan shall describe mitigation for: parking, staging/encroachments, truck traffic, noise, dust, and erosion/sediment pollution. Miscellaneous Utilities - All above ground structures shall be located outside the public rights-of-way. Sight Distances - Project shall comply with proper sight distances at intersections/driveways. Detailed plans are required prior to council - please see engineering department for specific details. Additional Proiect Specific Comments The Engineering Department Checklist will need to be followed, especially with regard to: Site Grading Plan, Drainage and Erosion Control Plan & Excavation Stabilization Plan. Detention was incorrectly calculated. Pre developed for 2 yr and historic for 100yr. H&H must be performed for channel along Red Butte and culvert under driveway. EXH1 0 11' 9 ATTACHMENT 2-LAND USE APPLICATION APPLICANT: Name: AV- 20 pROPEÂ£TLES LLC Location: (310 REC:, 80776 j LD-T 2- Blo ck 2, Ras 8,77Â£ SuaD/WSAO (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (R-EQUIRED) 2785 0/30 30 /2. REPRESENTATIVE: Name: ..lowk) Hoig- ARC.4/7075, C.Ok)TBET : J os,1 5,1,7-41 Address: 201 MA/w STREE.7-, 571 304 CARRDÂ©bacÂ£ 2 CO 81422-3 Phone #: 704.9750 PROJECT: Name: /310 REI> 807-TZ. - 50818/1 .ZZ Address: /3 1 0 R.En Ru-rra bla vE Phone #: TYPE OF APPLICATION: (please check all that apply): U Conditional Use U Conceptual PUD U Conceptual Historic Devt. El Special Review U Final PUD (& PUD Amendment) U Final Historic Development U Design Review Appeal U Conceptual SPA U Minor Historic DevÂ·t. U GMQS Allotment ~ Final SPA (& SPA Amendment) D Historic Demolition ~ GMQS Exemption U Subdivision U 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 U Other: U Lot Line Adjustment U Text/Map Amendment EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc,) 5/k)*LE ,Pj&04/LY &726/DEÂ»7-lAL . TO 82 EEMAL/SNE-6 PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) A)Â£00 68Â»(-4- HUÂ«,Ly 556Â©EUT/ALÂ· 76 8- 80/CT Have you attached the following? FEES DUE: $ U Pre-Application Conference Summary U Attachment #1, Signed Fee Agreement El Response to Attachment #3, Dimensional Requirements Form U Response to Attachment #4, Submittal Requirements- Including Written Responses to Review StandardÂ© F r F |VA n All plans that are larger than 8.5" x 11" must be folded and a floppy disk with an electronic copy of all written n .- n An - text (Microsoft Word Format) must be submitted as part of the application. ' D Zuu l CFY OF ASPEN COMMUNITY DEVELOPMENT ATTACHMENT 3 DIMENSIONAL REQUIREMENTS FORM Project: /3 IO '261:â€¢ 8,~rTE .E),en/2 - 5(40/,Â¥1-g Applicant: AV- 20 F*cÂ¥*Â£-7-LES Location: /310 RU> 2077Â£ 62/01 Zone District: 2 -30 Lot Size: 391 0/9 Â·54. FT. Lot Area: 24.776 (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: k)/A Proposed: WA Number of residential units: Existing: 1 Proposed Number of bedrooms: Existing: S Proposed: Proposed % of demolition (Historic properties only): A)/A DIMENSIONS: Floor Area: Existing: 5,OIl Allowable: 5,201 proposed: 5,205 Principal bldg. height: Existing: '20:21 Allowable: 15' Proposed: 15' Access. bldg. height: Existing: k)/A Allowable: '225' Proposed: 15' On-Site parking: Existing: 1 Required: 3 Proposed: 8 % Site coverage: Existing: 99â€¢ Required: NODE- Proposed: 21 70 % Open Space: Existing: 91 70 Required: Ajok)2 proposed: 79 7% Front Setback: Existing: 25'-0" Required: 30' Proposed: 10' 15' , 1/ 11 Rear Setback: Existing.~FRoM T.0.8.Required.-FROM 7.48. proposed: 24 -10 h- 1 0 Combined F/R: Existing: 30<40 Required: 45' Proposed: 54% 104 t, , Side Setback: Existing: 10 - 0 Required: to'-O Proposed: 10 -0 Side Setback: Existing: \2> G" Required: 20' Myreter Proposed: 86' REmÂ£,crEA Combined Sides: Existing: 22'-4 * Required: 80'-0 4 Proposed: 30'-O ' Distance Between Existing ph\ Required: ld-b" Proposed: 11' â‚¬, Buildings uy96â‚¬T 641, Existing non-conformities or encroachments: 1%57/114 615-cf. Aub ?:,6 2-rleli OP 06; Lt>/,04 AkiE- Co/7-4/0 /5'-6 " 08Â· 7* Op &44, Variations requested: pa,UIL .4 r CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Agreement for Payment of City of Aspen Development Aunlication Fees CITY OF ASPEN (hereinafter CITY) and AU - 20 Fk.o,MAWÂ·5b . 1 (hereinafter APPLICANT) AGREE AS FOLLOWS: ' 1. APPLICANT has submitted to CITY an application for i 1310 REa 80776 112;1/6- (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 ofapplication completeness. 3. APPLICANT and ClTY 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. APPLICANT 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 ill consideration of the CITY's waiver of its right to collect full fees prior to a determination of application completeness, APPLICANT shall pay an initial deposit in the amount of $ 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 ofthe application mentioned above, including post approval review at a rate of $235,00 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 b 0 3./ 1 b D D By: By: y'.2/uwt)( Fy Â» A~Uwl Chris Bendon (2 BRALD w. Scil L 1 â‚¬ 1- , M A NAGE R. Community Development Director Date: 007. 243 1007 Bill To Mailing Address and Telephone Number: 5773 W DC)DWAY DR. 41 FOD nous Tow. TH 770 67 7 1 3 - 582- 6'029 Itt=Ut=r I HUNF: 0401 DJ, U4/06/ZUUO ar 11:00:09 AM, 1 OF 5, R $26.00 Doc Code RESOLUTION Janice K. Vos Caudill, Pitkin County, CO RESOLUTION N0.13, (SERIES OF 2008) A RESOLUTION OF THE CITY OF ASPEN PLANNING AND ZONING COMMISSION APPROVING A STREAM MARGIN REVIEW, FOR THE PROPERTY COMMONLY KNOWN AS 1310 RED BUTTE DRIVE, AND LEGALLY DESCRIBED AS LOT 2, BLOCK 2, RED BUTTE SUBDIVISION, CITY OF ASPEN, PITKIN COUNTY, COLORADO. Parcel ID: 2735-0130-3012 WHEREAS, the Community Development Department received an application from AV-20 Properties, LLC, represented by John Muir Architects, requesting approval from the Planning and Zoning Commission for Stream Margin Review for the construction of a single- family residence located at 1310 Red Butte Drive; and, WHEREAS, the Applicant's property is a 30,896 sq. ft. lot located in the R-30 Zone District in an Environmentally Sensitive Area as defined by the Land Use Code; and, WIIEREAS, the Applicant has had a Development Review Committee (DRC) meeting on January 9, 2008 and received comments from referral agencies, which requested another DRC meeting prior to the public hearing; and, WHEREAS, on February 27,2008, the Applicant had a Development Review Committee (DRC) meeting and received comments from referral agencies, which requested another DRC meeting prior to the public hearing; and, WHEREAS, the Community Development Department Staff reviewed the application for compliance with the Stream Margin Review Standards; 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 Cornmunity Plan; and, WHEREAS, the Planning and Zoning Commission approves the Stream Margin Review request, with conditions to construct a single-family residence at 1310 Red Butte Drive, by a vote of five to zero (5 - 0), 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 PLANNING AND ZONING COMMISSION OF THE CITY OF ASPEN, COLORADO THAT: Section 1: Pursuant to the procedures and standards set forth in Title 26 0 f the Aspen Municipal Code, the Planning and Zoning Commission hereby approves the Stream Margin Review with the following conditions: 1. A fisherman's easement granting public fishing access within the high water boundaries o f river course shall be granted via a recorded "Fisherman' s Easement" prior to issuance of the building permit. Section 2: The Applicant shall meet adopted building codes and requirements if and when a building permit is submitted. 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 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 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 height limit as required by Stream Margin Review standards. h. The Zoning Officer shall verify compliance with Floor Area Ratio standards. Section 3: The Applicant's design shall be compliant with all sections of the City of Aspen Municipal Code, Title 21 and all construction and excavation standards published by the Engineering and Parks Departments. 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 measures 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 have the City of Aspen Parks Department inspect and approve o f 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 o f 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 o f 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. An approved tree permit is required before approval of the building permit. Ati 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. 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. 5. A vegetation protection fence shall be Greeted 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 in the bldg permit set. B. There will be no storage of construction materials, backfill, tools or construction traffic inside of the protective fence. 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. 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. 7. 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. 8. 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. Section 4: All exterior lighting shall meet the requirements of the City's Outdoor Lighting Code pursuant to Land Use Code Section 26.575.150, Outdoor lighting. Section 5: 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 6: 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 7: The 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 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 8: A Colorado licensed engineer shall verify that groundwater will not negatively impact the proposed construction. Section 9: All applicable Impact Fees and School Land Dedication shall be paid at time of building permit issuance. Section 10: 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. Section 11: This Resolution shall not affect any existing litigation and shall not operate as an abatement o f any action or proceeding now pending under or by virtue o f the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 12: If any section, subsection, sentence, clause, phrase, or portion o f 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 o f the remaining portions thereo f. APPROVED BY the Planning and Zoning Commission of the City of Aspen on this 18th day ofMarch, 2008. APPROVED AS TO FORM: PLANNING AND ZONING CeMMiSSION: i 1 1 r ) 1 c.- - 5432Â« .r.,--- /-5% - /=City Attorney LJ Erspame~, Chair ATTEST: U/U/Â»7(-/ /jackie Lothian, Deputy City Clerk U THE CITY OF ASPEN Land Use Application Determination of Completeness Date: November 13.2007 Dear City of Aspen Land Use Review Applicant, We have received your land use application and reviewed it for completeness. The case number and name assigned to this property is 0065.2007.ASLU. ESA. The planner assigned to this case has not been assigned. ~9Ljfour Land Use Application is incomplete: / We found that the application needs additional items to be submitted for it to be deemed complete and for us to begin reviewing it. We need the following additional submission contents for you application: 1. Responses to the review criteria in Section 26.435.040 C., Stream Margin Review Standards were not submitted. 2. 3. Please submit the aforementioned missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all o f the submission contents listed above have been submitted and are to the satis faction of the City o f Aspen Planner reviewing the land use application. J Your Land Use Application is complete: If there are not missing items listed above, then your application has been deemed complete to begin the land use review process. Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2759 if you have any questions. Thank You, ///Lit 1--nnifer <heln, Deputy Director City of Aspen, Community Development Department C:\Documents and Settings\jennifep\My Documents\Templates\Completeness Letter Land Use.doc I ... . JOHN MVIR ARCHITECTS,Inc. Description of proposal-1310 Red Butte Drive Proposed development to include demolition of existing single family structure to be re- placed with new single family residenge. Stream margin review standards: 1. N/A- Existing and proposed development is not located within the flood hazard area/ 100 year flood plain. j 2. Recommendations of said agencies will be implemented to the greatest extent practica- ble. 3. Area outside of the designated building envelope will remain undisturbed. Envelope will be barricaded per the stated requirements. 4. Proposed development will not pollute or interfere with the natural changes of the river, stream, or other tributaries, including erosion and/or sedimentation during construction. Any on-site drainage issues will be addressed per a grading and erosion control plan pro- vided at time of building permit submittal, all drainage will be accommodated within the parcel, no drainage will be allowed into the river Qr onto its banks. Pools and hot tubs will no be drained outside of the building envelope. 5. N/A- water course will not be altered or relocated. 6. N/A- see item five above. \ 7. N/A- no work will take place within the 100 year flood plain. 8. Only native vegetation will occur within 15' -0" of the top of bank, see included land- seape plan. 9. Development outside of 15'-0" setback from top of bank occurs within the 45 degree plane as described, see included site sections. 10. A landscape plan is included for review which follows stated guidelines. 11. All'exterior lighting will be in compliance with section 26.575.150, see included exterior lighting plan. 12. See included site sections and elevations. 13. Identification of wetlands and riparian zones are noted on landscape plan. Proposed construction techniques: ' Typical residential construction methods. Soil to be laid back on site, excess to be trucked out if required. Soil stabilization implemented if required. 201 Main Street Carbondale, Suite 304, Colorado 81623 Phone: (970) 704-9750 Fax: (970) 704-0287 E-Mail: jrna@sopris.net