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Home My WebLink AboutLand Use Case.100 Marolt Pl.HP-1990-13- Marolt Ranch /06 A o..01 + ?l 1-{f- 199 0-13 --2-- -1 L-11~ 7.d=Elk .--1.- 4/%05 ED K 14 2- 40 H P A 7 , - i Marolt Ranch 1 f , ' A Site Development Plans 7 #,O AM. . SHEET INDEX Location Map CLIENT/APPLICANT: Aspen/Pitkin County Hollsing Authority Civil 130 South Galena, Second Floor 3/9/90 (-1-21 Main Access Road (0+00-6+67.95) (Â«\3 Aspen, Cotorado 81611 3/9/90 Cd.2 Main Access Road (6+67.95-13+40.91) 1 .4.- f Â«irht V (303) 920-5050 3/9/90 C-1.3 Fire Lane ri , 3/9/90 C-1.4 Parking Area and Access Spur (3 0 11*4~- 41- a M %115 -t> 4.-4 41. L 3/9/90 C-2.1 Utility Plan f. U .4.-h\\ (Moum.In W.. D, 4 ir 1 9.4,1 ad .3 1.-4 3/9/90 C-2.2 Sewer Line Plan and Profile 3/9/90 C-3.1 Grading and Drainage Details j To Oasalt 1 1 PLANNER/LANDSCAPE ARCHITECT: 3/9/90 C-3.2 Grading and Drainage Details - %\ /9, r ' 44 / I 3/9/90 C-3.3 Sewer and Water Details Ins'Ill,1. ..1 -1- 0/ q'* 7 FA Design Workshop, Inc. I /7 710 East Durant Avenue ~ .f / Aspen, Colorado 81611 ~ 3/9/90 L-1.1 Layout Plan - North 1 - r4,1 Ad Landscape 3 #4 ~ 82 3/9/90. L-1.2 Layout Plan - South (303) 925-8354 / A - 4. Ji; l.nke 3. 3/9/90 L-2.1 Grading and Drainage Plan - Entry Road 3/9/90 L-2.2 Grading and Drainage Plan - North 2 4 Pe,9, .V . 3/9/90 L-2.3 Grading and Drainage Plan -South e .4 3/9/90 L.3.1 Planting Plan- Entrv Road 3/9/90 L-3.2 Planting Plan, North C &.....Id : ARCHITECTS: 3/9/90 L-3.3 Planting Plan - South 1.5 412 North Mill Street Harry Teague Architects 3/9/90 L-4.1 Irrigation Plan - North j g r ., ~91, 12 , 3/9/90 L-4.2 Irrigation Plan - South 7 144-82 7. 41 8 Hospil.1 91 \ Aspen, Colorado 81611 3/9/90 L-4.3 Irrigation Details 1 Af\\ 14 . 3/9/90 L-5.1 Landscape Construction Details / ~l* (303) 925-2556 3/9/90 L-5.2 Landscape Construction Details 11Â¢ â‚¬06*, st -~ 3* 8, ) - 4 / 0 /." 3/9/90 L-5.3 Planting Details /) - -/ - 1-/Â¢ 2/' /1/ 1 Architecture 3/9/90 Al.0 Title Sheet, Architectural Project f) Aspen 1 4- 2.9. 1 ENGINEER: 3/9/90 A2.1 Site Plan Site 4 Schinueser, Gordon, Meyer, Inc. Alp' Rd 3/9/90 A3.2 Typical 2-Unit Plan, Buildings A, D, G A /1 - 3/9/90 A3.3 Typical 2-Unit Plan, Buildings B, C, Upper E, F 1512 Grand Avenue: Suite #212 3/9/90 A3.4 Typical Handicapped 2-Unit Plan, Lower Building E < (303) 945-1004 3/9/90 A3.5 Walkway Stair Plans, Buildings A, B , : Glenwood Springs, Colorado 81601 3/9/90 A3.6 Walkway Stair Plans, Buildings C, D 44 ; /' Upen 3/9/90 A3.7 Walkway Stair Plans, Buildings E, F, G - 7 n 3/9/90 A3.8 Walkway Stair Roof Plans, Buildings A, B North k Mountain 3/9/90 A3.9 Walkway Stair Roof Plans, Buildings C, D 3/9/90 A3.10 Walkway Stair Roof Plans, Buildings E, F, G 3/9/90 A4.1 Typical Unit Front & Walkway Elevations 3/9/90 A4.2 Unit End Elevations LOCATION: 3/9/90 A4.3 Unit End Elevations 3/9/90 A4.4 Typical Rear Unit Elevation A tract of land situtated in Lots 8, 9, 10, 13, SW 1/4 SW 1/4 3/9/90 A5.1 Typical Unit Building Sections Sec. 12, Tl OS, R35W, 6th P.M. and Lot 5 and NW 1/4 3/9/90 A5.2 Wall Sections - NW 1/4 Sec. 13, TlOS, R35W, 6th P.M. 3/9/90 A6.1 Unit Interior Elevations, Buildings A, D, G 3/9/90 A6.2 Unit Interior Elevations, Buildings B, C, Upper E, F 3/9/90 A6.3 Unit Interior Elevations, Handicapped Unit, Lower Building E 3/9/90 A6.4 Details 3/9/90 A6.5 Stairs: Detailed Plans 3/9/90 A6.6 Stairs: Detailed Sections 3/9/90 Sl Foundations, Buildings A&B 3/9/90 S2 Foundations, Buildings C&D SHEET REFERENCE 3/9/90 S3 Foundations, Buildings E, F, & G 3/9/90 S4 Walkway Decks, Buildings A&B 3/9/90 S5 Walkway Decks, Buildings C&D 3/9/90 S6 Walkway Decks, Buildings E, F, & G 3/9/90 S7 Roofs, Buildings A&[3 1 Entry Road I N~ M Roofs, Buildings E, F, & G Entry Road 1 Roofs, Buildings C&D 3/9/90 Slo Structural Details 1 - ,, 3/9/90 Sll Structural Details I | - - 3/9/90 ME-1 Site Plan --3 3/9/90 M-1 Typical Double Unit_Mectâ€¢Rnical Plan ~ , -- -=- i 3/9/90 M-2 Buildings A&B 3/9/90 M-3 Buildings C&D 1 3/9/90 M-4 Buildings E, F, & G , 1 -I-.... ,L--_____-J 3/9/90 E-1 Typical Double Unit Electrical Plan 1 -- , -- North 3/9/90 E-2 Buildings A&B - I 3/9/90 E-3 Buildings C&D | 3/9/90 E-4 Buildings E, F, & G , 1 1 1 1 1 1 1 0 1 - South 1 North 1 7 1 1 LU_----- d 1 EQU. 4 EX Sâ‚¬~4 0-*PAA~3 2 'V U \M,w. Mc ~970 -1 '4- 44, --/*- P r 0 r=1 1 - aâ‚¬ -h - prolwt Manager (4961.09,10178.29) \ \7 4 (4967.53,10190.73) # 49 50 51 Drawing Number h~4800.00.10300.00) (4961.70,10176.31) \ \ Drawn by (4968.18,10169.73) L-1.1 \ EXISTING BIKE ;An I Checked by 17-- 7 -Â»=C %~771 . MAROLT . + RANCH .. \ - '8 ...... ... - D 0 - .... . 1 . 0 0 . .... 1 0, 1 ,; 0 , 1. 1, 1. 0 1 . .. 1/littir//51/jojzilivill'll'll".-11 111/11112.~Ill'll'll//I' ,... 1 .1 . 1 1.1 0 11 I . 1 . 1 .; . . 1 1 1 . I ... . $ 0 .... :-.01- -I...ram.In . . e . . . It . . . . ION"/EVHM"m/ - 01 ..1 11 .. . 1, . .... ....il - -- . E ...: 0 ,- ./4 -4 Aspen, Colorado e 0 ; 11.1 1 000000 - - 0000 000000 . 1 1/ 0. . 0. 1. I ....... . 0 0 - . -- ../1.....el- '*~ -0 ...... . a . .. D .. ./ 0 - - 1 11:1 .. 0 li , Â·Â·Â· I. ... . 0 0. D. :. ... ....... 11 1. . , ....... . . I A . 0 . 0 . e . 0 0 .:Ailli;:limill:illit.. 1 $ , Â·:Â·ti:.â€žELm.=minia:.111:11,11â€¢Filimilliliii.n,. - 0 -- . . . 1 1 ; ill""00 :- , ... ..... ..0 0. . 0 .. ................. .........::m.....: ...........:...... 1 .Magn:.*:1............................. . .; 1. 11. .1 \ . e . 1. . 01 :I; 01 1 . - 0 .... .... ................... 0 :S 0. I\ ...................................Il).---............--......... , -aigiaâ€¢EEE,NEEESEEWEEE,iEEEIZEU~iEEZEaiailiaamiliat~ 3- .. ... .. 0 - .- I A ................... 71,-0 1!31!13!33"."iitilig:15'.'.~//U////AIWâ€ž- ... 1- . \N .. 0 : . 1,1 ,1 81.0, 10 . . A .. ... . ... . . 0 ....... .. 0 i.il:.ling,imilit...6.96/9:::::::,P/---/- -- 4.' , \ h\\\1. ...0 0 . 911:E:i:i:in:Uwm- -0 0- - Frb.~F ' . I 4..........6 ... . 0 ... . . C, i. 11.1 , elltll M <4111139--a- f-Im===~ 1 0 a 1,1 11.1 . . 1 '. 1 / .... 1 1 "ill'.Ilim - 4 0 . .. e 1/Â· . . 1 0 \ : 1 0 - 0 1 114444 ... .. .. 0 1 e . . 1 :-....... 1 - .. . . / A . ... . . ... f . 0.0 .. .. 1 , \ 11 0 . :... 0 I. . .. . , 0, . 1 0 A. .A 1 0 -- I. . .. 11 11 , 1,1, .. . 1 ; . 0 1 1 9. . 0 1 , ., - :A..1.7:-lilli... * : I * UP,1/1.~,4.,1. 1,5,1 , i *, .7 /1- N 1 NOTES: LEGEND 1 ..0 11 , 1 1. Entry road, parkina lot and fire lane :, P Concrete Paving layout and profile by Schmueser Gordon ~' Meyer. See Civil drawings. AS hVI-Wt:3 Asphalt Paving ~ BIKE PATH j' (4100.00.10100.00) 2. Layout coordinates and 100' north-south grid based on control points (2) Concrete Pavers established by Schmueser Gordon O-0 Path Light Bega #9364M on pole #906 vac Mt*+ I ) 1 1 Meyer survey, job #8209. | 0-4 Par\4nq Lot Light 9 lota\) 3. All layout by coordinates. Dimensions Bega #9365M on pole #15023 for verification only - -- - Property Line (4400.00,10000.00) pt ' (4491.27,9966.62) 4. Control joints and expansion joints are -- 44-- Existing Contour (2' interval) 1/ lilli (4501.25,9965.94) graphically located in most cases. Up/1 , Submit shop drawings to Landscape - - Proposed Contour (1' interval) Architect for approval before concrete 1 viliA pour if actual layout varies from + Irrigation Ditch Centerline drawings. 4Tgr~>*4 *0* 0 E.J. Expansion Joint 44 01 -P= 1 5. Layout of building locations, irigation 45*1 4*1. 1 1 V ditch centerline and paving edges to be staked in the field and confirmed by the Control Joint ~ ~ Landscape Architect prior to ~ construction (0) Existing Trees to Remain , / - fole 1 6. All granite boulders to be located in the l + ) Existing Trees to Remove Â· < field by Landscape Architect.- ~ r=80 r=70 1 1 7 \ (4612.46 10044.2b) \ // / i.,'' \4 0.... 1 //2 3 (4610.52 10055.32) 1 ~ (4606.44 10052.24) 9////\ 1 - \C///1 \ \ (4600.54 10068.55) 1 1 00 1 (4601.69,10080.31) \ < -4 (4572.24,10031.10) t' ' '~'f,4/ (4585.89,10058.54) ./.li /2 /, r=65' 1 - (4572.41,10041. i5) 1 ri-p\1 GRAVFU-, (4563.00,10052.14) 1 < '/ / ~33~ Â«Â«NG I DESIGN\\-()1{kh! 1()P Ek,er:N,6 12!26 CPi'll'VÂ·--. .NI 1 \0 67020 4-5-O-Â· 0 1 870* - â‚¬EFE 6,2..~trl Nor le-AN TV â‚¬ 4.9 + Ferf#49 /23 r=55' ~/ Y =pe WFL OU-JE- - - ........ - . eur. -[-Â»his - ~ ' Landscape Architecture 0 / -TREES TO BE REMOVED (TYP.) (Ok' . ~/ Â«.2 / MÂ»3Â»-LL 453/ 1 ,29,2,092 00 1 1 <1 ' '~ Land Planning - Urban Design \0 1 T.' 0 463/ --.d ' ./4*0 92 1 1 \ ~ (4122.78,10257,48~,0-1 (4256.87,10203.48) / â‚¬~ El-Pu' CÂ»6'5 ~ 1 ke>LY c'COES RA2. \ . BuiIAng D \ - (4265.05,10201.09) (:2,6Â«74 MAÂ« Ac 439 - -(4498.16,10109.16) 66 ' 1 710 EAST DURANT AVENUE ~ - 0 ' ASPEN, COLORADO 81611 \ / \ \ _ (4277.73.10217.43) 3 ,&4' 40 <6'- O A I 1 (4495.43,10122.40) (4306.87,10198.14) Vtd edâ‚¬ Rac , aNt . 1 (4495.92,10117.38) \ ... S - T (303) 925-8354 1 I r==10') Fax (303) 920-1387 1 j * 1 (4129.10,10280.05) i \ \ ' \ r 1/ ~ \ r (4279.30,10233,65> (4389.06,10171.67) 1\ 1 (4513.06,10129.51) 4621.44,10064.81)2 \1-.-4 \ 0uilding A , C * )' 1 . (4293.59,10239.37) (4624.30,10081.96) 4. 1 1 1 Pf-- --~ 4301.82,40236.31) Build ing B ...... \ L 4300.410222.62) / 1 1 1 -1- ' rl u . ..f4527.5 , 0129. /1- 1 , . - ' ///4 Issue for Contract 3/9/90 /1 I 1 L L- / / L- ., 0 1 â‚¬ â‚¬Â»diL - A-Â».9 -1252 / r-(4402.03,10190.26) (4504,3~,10144.*.8 4521.19,10135.62) 1 / .. ./ 2 - -- . 197-f~ .Â· 1 (544. 4,â€¢Ar8 0,-0 /g,i.0~i ' ~ 3 ~ -j' .Z (4520.25,10138.19) | 1 h '. '' ... 4 W" 9-*. '91 fl,"4.r= 0 .. 1 1 - (4528.40,10139.19) .' ~~Â»4:99,10099.27)~ - /1 8.0~t 1 -- J * - .4 Qi- M- * 9 /=uT"O v -3 1 (4286.00,10241.93) Â·7- (4399.1 ~,10194.88) (4537.79,10149. . Â· ... ~ e ~p- (4140.81,10295Â® * x â€¢ '~ -~--~ S (4Â®9 81 0235.86 Â·"1>.-(4391.8~10207.57) Building C . . 170508. 155.79 63 ..... 1 (4297.83,10250.78) ~ . ~ ...23 '320 7 + - (4301.35,10260.25) ,- (4394.39,10214.87) 79 9 ...4... 0. // â‚¬-1 Z . ... 1 3 ,. ... TREES TO BE SAVED'IYP.) ~ (4292.54,10259.50) ~ "~ Xi ~(4404.03.10271.40) 7- 9 / (4522.01.10156.61) .- (4531.0110166.59) - .//-7.3 \~ ..1.- 1. - -15-iT# (4515.02,10160.82) 6.1 -|1 .~00~~ 14 - . (4401.87,10233.44) - (4405.61,10242.71)JEE~~ . - Â· ~ \ (4525.14,10171.9 1 6-1 44:i â‚¬1 . . , Water Feature I 1 8- i -12 (4261.72,10277.58)1 .. Â· (4392.60,10237.18)--7 ~ ~ 10 11 0.3 - 1 - . t- '. CONTROL POINT (4396.34,10246.45)-1 ' . \..r ".- -4415. 9,10 23.65 / 0/ 0* (4589.46,10144.64) | - (4413 19 10240.11) .. : 32 - (4607.82.10171.76) Â® (4319.06,10269.92) (4399.51,10254.46)-1~43~~Â· :14 . - 0 3 - e . ... (4608.16,10174.14) .Coil_Â»0 -L...1 E.y Â«E <2 v - Or-Â» 1 U -9 -\/ 1 -1 f .Z~ (4416.20; ...... el - . 10247.58 31 (4645.58.10154.51)- ~ r - F. J. - I.-.... . . â‚¬3 jO 29 r==38' ~ < .A~~4 kfuo AFT, U.,14 - E J - 3.11 ..2_._ . _u_1 ___11 --- El. 1 1 er.4. - ~ (4592.53,10159.37) _ 26 27 ....BA - 25 (4510.78,10215.62)~ 24 \ =25> C F 2,0.7%236 1 - .- 7-2-p (4598.16,10183.26) | 1 712Â»ht/, 'D gv, 74 \ - -- J' J- 9.J _ 23 (4577.80,10164.03) ~ 4 . . r *- Coordinates foryÂ«igation Ditch ~ =.21. ~ (4336.49,10295.76) 21 I J /3/Â· / L (4421.28,10270.46) ~ 1~ 19 20 6 4: fo -7 ' 10Â»24-6 - 1 No. Description Date l..ued Centerline Station Points (at 10'-0" o.c.) - 4/E Â»Â·4264. r...9*6 ~-4J F-LA=eks =38 â€¢51-E â‚¬25- 0,41 027416 Prj) 1 TRAKW Edu -OSURS / 00-42 . .-. p'940 re_*9#fr,0 6.1-SITE V â‚¬~ 1-0|6~N'/Â£& K~. IALÂ«7 1 Revisions 1 17 (4476.98,10248.95) -Â»9 #roâ‚¬OVE= Sv , A. 2 18 (4486.66,10246.56) / r 1,2 -b-:AC-:3~ 1 3 19 (4495.71,10242.33) i (4291.49,10331.92) ~ 616,1- =h<-262 - 666Â» * 980,â€¢4 M ZPA ~ 4 (4143.72,10306.08) 20 (4504.14,10236.97) 5 (4153.20,10309.27) 21 (4512.13,10230,96) - ToP ~ ~. C h reel <5â€¢6'0* 552'<24 <20 1 Of 80* 9,-2 - Prâ‚¬64 = c> 059 _ -rÂ¥1 --~ TOP OF BANK 6 (4162.82,10311,99) 22 (4519.82,10224.56) â‚¬8:9 C v u. LON,Dâ‚¬, . - Co~*92-9 2,Â»Â»10 0 7 (4172.66,10313.74) 23 (4527.24,10217.86) -Â»p 1 NORTH 1 439 E)ITZ44 Tvoy I TY'. 1 8 (4182.64,10313.87) 24 (4534.69,10211.18) \ C-1 EDLE'. 4-leAPWA .0-' 9 (4192.48,10312.17) 25 (4542.63,10205.12) - 45 n 21 4 9 EP|,4.~ ~ Â»SP=U-r- 4Â»/ i<Zy \1 10 (4201.92,10308.89) 26 (4551.28,10200.11) 790 k.9 â‚¬=79 4714 6- upp-Â»41 64 11 (4210.80,10304.31) 27 (4560.24,10195.67) x - 12 (4219.02,10298.62) 28 (4568.81,10190.54) ~ O 10 2O 4O 6O 13 (4226.64,10292.15) 29 (4576.64,10184.33) 14 (4234.14,10285.53) 30 (4584.01,10177.57) 15 (4242.04,10279.41) 31 (4591.01,10170.44) | ~ (4300.00,10400.00) 16 (4251.88,10274.53) 32 (4597.25,10163.84) 1 LAYOUT PLAN SOUTH J (4600.00,10300.00) k 1 - Approved Job Number ~ Job Captain/Prioct Englneor Scale 156 1"=20'-0" x Division Head Date 2/22/90 ~ Project Manager Drawing Number 9 - Drawn by L-1.2 Checked by - 1. 'Al 1 133HS 33S 3NllH31 0 0 0 0 ;1 -so *-- --- // / /-- / / 1,1- -- - 0 --27 1/\ 4 5+0 -- -7\- t-2 1 L ; ===2123 . 22- : - 2~ M-. , F241 31 El f - 1 - 54 --\ 1/ /// A --CinG00--A-" L.-0.-BAatc" ----7 J. rUM LATUUI Ally Ul"WiL,Illu W iÂ·.Ll- Ii,JAWÂ¥,In:â€¢-, 4- ww, i,viv~uL'.0 aN IMY MUAU 1 .\ ' tl Approved Job Number 4. ALL AREAS IN~ICATE A ONE FOOT PROPOSED CONTOUR INTERVAL AND A TWO FOOT - -- ---'--- 156 EXISTING CONTOUR INTERVAL 5. ALL CULVERT AND PIPE SIZES AND LOCATIONS AS DETERMINED BY CIVIL ENGINEER Job Captain/Prolect Engineer Scale Â· \ SCHMUESER, GORDON, MEYER. 1"=20'-0" C X 6. ALL RETENTION POND CALCULATIONS AS DETERMINED BY CIVIL ENGINEERS SCHMUESER, Division Head Date \7< 1 \\ \ GORDON, MEYER. 2/22/90 .\ \6\ 7. TOPOGRAPHIC INFORMATION OBTAINED FROM SCHMUESER, GORDON, MEYER SURVEYED Prolect Manager Drawing Number TOPOGRAPHY, OCTOnER 1989, JOB #8209, Drawn by L-2.1 8. CONTRACTOR TO MAINTAIN IRRIGATION DITCH SYSTEM ACROSS SITE AT ALL TIMES. 1 CONSTRUCT NEW DITCH (SHOWN AS TYPE 1 DITCH), WATER FEATURE AND PIPE PRIOR TO REMOVING EXISTING ARCH PIPE, REGRADING THE EXISTING IRRIGATION DITCH OR Checked by \ \ EN \ IMPEDING THE EXISTING FLOW OF WATER IN ANY WAY. NOTIFY OWNER PRIOR TO 1 \ - REROUTING EXISTING WATER FLOW TO NEW IRRIGATION SYSTEM. 090Â« 14Â«09 \\\\ \\ \\ 1 \\\\ic, ...- , 0, MAROLT ..........---.... RANCH 0 0 â€¢f ... 0 .. . . ...... , .0 0 0 :. ... . 0 .. . "' . . Aspen, Colorado I i , 1 A , ... I 00 0 00 . .0 . 0 1. D. . le . .... D .. . . 0 .. .. D .. I . 0 ....... .. 1 . 0 I. I . 1 0 . . 0 .. 0 : .. .. 0 .. . : . 1 A b .. . 11 6 .. . . , . Â© 0 0. .. ... 0 4 . 0.1 . D ..... 0. . 1 I. I. 8 , ..0 - ... .... 0 0 . e. . . ... 1 .. . . .0 . .AD A , 0% . . 1 O 1 ,.A A A . 1/ E - r l P 9 . C.,?C// N t..f " 1 4 P & 1-- epÂ¢ '12: ; 4 , r . 1 0 2. MATCH EXISTING GRADE AT THE INTERFACE OF NEW AND EXISTING PAVING. 11~8%%-Sh#m?&. 42=7 \\\R\=EN~\ C Loff f / flit'~4\ 1 DRAINAGE PLAN T.W. 41.8 3. FOR LAYOUT AND GRADING OF ALL ROADWAYS SEE SCHMUESER, GORDON, MEYER PLANS. Install 180 L.F. of 50" x 31" - /~ NGÂ»LÂ« 1 4 q + C arch bipe at 1.2 %. / '529&/. 4 ./Â¢ i NORTH ~ 4, ALL AREAS INDICATE A ONE FOOT PROPOSED CONTOUR INTERVAL AND A TWO FOOT Job Number EXISTING CONTOUR INTERVAL â€žA -\ LEGEND \ 5. ALL CULVERT AND PIPE SIZES AND LOCATIONS AS DETERMINED BY CIVIL ENGINEER \ Job Captain/Proloot Engln- ... SCHMUESER, GORDON, MEYER. Insta112" rigid insulation board between waterline a~~ -~~~~~ ~ ~ 1 --65-- Existing Contou~' interval) ~ arch pipe, 4'-0" wide by 20' length centered on 1 Nwk H.d D.. 1"=20'-0" 6. ALL RETENTION POND CALCULATIONS AS DETERMINED BY CIVIL ENGINEERS SCHMUESER, waterline -~29~->Â«- ~"'*,~~---~3~1--- ----*.-*- .*~33*'* 0~ -65---- Proposed Contour 4' interval) 2/22/90 GORDON, MEYER. Irrigation Ditch CenteÂ®ne 801â€¢01 Manager D-Ing Number 7. TOPOGRAPHIC INFORMATION OBTAINED FROM SCHMUESER, GORDON, MEYER SURVEYED Contractor shall expose existing 20" -0 , \ TOPOGRAPHY, OCTOBER 1989, JOB #8209. D.I.P. waterline prior to installation of 4 arch pipe or excavation of ditch below Â»oncre4 eadeÂ«=17/ --21-It pond to determine bury. Engineer to Ste Detai I Sheet C -3.0% - ) - ~ perty Line Divm by L-2.2 8. g~1&7~~~~,Z~'gA'32&'221~'O~F~~-r**253220%2-&1~EE~:624&-inplERSIOR field modify grades as required. T.W.439.0 ~ / i Top of Bank i' \ Checked by L Han~Gle 2 (Mofe.~08" - Limit-of-Grading 1 \ TO REMOVING EXISTING ARCH PIPE, REGRADING THE EXISTING IRRIGATION DITCH OR . $ rip rap at directidn of Â· , IMPEDING THE EXISTING FLOW OF WATER IN ANY WAY. NOTIFY OWNER PRIOR TO , Landscape Architect. 4- 46.5 Spot Elevation REROUTING EXISTING WATER FLOW TO NEW IRRIGATION SYSTEM. 17 7 797- \,/ F L MATCHLINE SEE SHEET L - - - 'T-7-71-T ng'I m 111 .07 1 '4 1 . . 9 I . eli i ...0 0 -- .. 3 .5= . .... I .. ... . I -:- MAROLT . . I-- 0 ... :. - -, A * . -... \/ / RANCH D ...9 0 ., $: . I .0 4 0 ..1, .. mil* A =il=0 0 '.. 1 .Elmia - 0 . . .. I . .:.li~ ' il'I'Knlill'IILI'll Allillillillillilillilllillill"Imil""""Ilill"'"111'1mimm m = 11-11111~ I . : ' '. . ... Aspen, Colorado . .. .. . a W . 1 .. I , 1 1.. 11 1 . 0. D. . 0 j. 0 - . - D .. ......:. ..0 1 0 : li~ . I ..1 .. 8.. .. 0 : ... /0 0 . <Â£./ 1.---/F~ , .0 e . Ar Vf.loill .9 1 e e Â° 04- a. 0 ... 1 - .. C- li~ r .= ... I. ....... .: ... -... i 40~ h , .... , 0. 0. Yll I . . . ... i . 0- ..... S .. ... . I ... . . e ... A . / - 0: 0 .... 0 0 II 0 ... 0. 0 - 7/WA,milil- . . I. I ....... . 0. I j 0 / - I I lill<'*%/I//IWI#-fill . . f . 4 D . .1 1. 0 . .. - .. . : 1 D . I . ...... 0 0 .... .... .... . .0 - A A . 5.. 1-171*71 -1.3737 9 9 1/8.Arm r /1 1 1 1 /l Ll I0 , 4 Dd - ' 1 -1 1 -I Revisions --- -\L ~ Spillway-See Detail, -|/ g 54.5 5 - - C-Inv. 50,0 ... --- . U- - -- ~-ill- ~~~----..~~ Sheet C -3.1 \ N -~1 -- I =- C - - -7 - Install 150 L.F. of 50" x 31"J Type 1 Ditch -1 1 Top of Bank arch pipe at 2.2 % / -See Detail, | 1 -4~Un==494 ~<Z\ --/ Sheet C-3.1 Concrete Headwall | See Detail, Sheet Hand place 2 cy of 6' to 8" Seal bottom and sides of pond I T.W, 53.0 rip rap at direction of elevation 43.0 as follows: Landscape Architect. - Grade pond to contours shown NORTH - Scarify to 8" minimum depth LEGEND GENERAL GRADING NOTES per sq. ft. with field harrow I - Mix bentonite at 3 poundS - Compact using sheepsfoot roller ~..........1 1 --65-- Existing Contour (2' interval) 1. FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES, CONDUIT LINES, to 95% maximum standard Proctor | 0 10 20 40 60 POLES, TREES, PAVING, BUILDINGS, AND OTHER S]TE STRUCTURES PRIOR TO DEMOUTION density to finish contours -65- Proposed Contour (1' interval) Water Feature Retaining Wall ' GRADING AND OR CONSTRUCTION AND IMMEDIATELY INFORM CONSTRUCTION MANAGER OF ANY DISCREPENCIES. - ---- Irrigation Ditch Centerline , See Detail, Sheet C.3.2 2. MATCH EXISTING GRADE AT THE INTERFACE OF NEW AND EXISTING PAVING. | --- - Property Line ' 3. FOR LAYOUT AND GRADING OF ALL ROADWAYS SEE SCHMUESER, GORDON, MEYER PLANS. N 16'00'00" W - 5. ALL CULVERT AND PIPE SIZES AND LOCATIONS AS DETERMINED BY CIVIL ENGINEER | Top of Bank 4. ALL AREAS INDICATE A ONE FOOT PROPOSED CONTOUR INTERVAL AND A TWO FOOT Approved i SOUTH - - + 46.5 EXISTING CONTOUR INTERVAL Job Number Spot Elevation - 156 44.62' GORDON,MEYER. i ~ 2/22/90 SCHMUESER, GORDON, MEYER. Job Captain/Project Engineer Scale 1"=20 0-0" 6. ALL RETENTION POND CALCULATIONS AS DETERMINED BY CIVIL ENGINEERS SCHMUESER, | DIvldon Heed Date 7. TOPOGRAPHIC INFORMATION OBTAINED FROM SCI-IMUESER, GORDON, MEYER SURVEYED ~ Prolect Manager Drawing Number TOPOGRAPHY, OCTOBER 1989, JOB #8209. 8. CONTRACTOR TO MAINTAIN IRRIGATION DITCH SYSTEM ACROSS SITE AT ALL TIMES. CONSTRUCT NEW DITCH (SHOWN AS TYPE 1 DITCH), WATER FEATURE AND PIPE PRIOR 94 i L-2.3 Drawn by TO REMOVING EXISTING ARCH PIPE, REGRADING THE EXISTING IRRIGATION DITCH OR | Checked by IMPEDING THE EXISTING FLOW OF WATER IN ANY WAY. NOTIFY OWNER PRIOR TO I REROUTING EXISTING WATER FLOW TO NEW IRRIGATION SYSTEM. .E,9 - / 44.41 * :8,1:'V , N 68'35'00" E C54, MAROLT RANCH ... . : a .. .. 0 . . . ... . 0 . : . .. i 0, 0 00 - 0 .. = : 0. :le.... I . I. 0 .../~0. . I 0 2 ... . D .... .... . 0. 0 . .... S . 0. 8 .. 0 .: : 0 ,-- ~.10 .. ... I. 0 - I . L.. D. . .. ... 00 .... 0 -I. . :S . .. . . .. ... .. . or ~I .. I ... ..... 4 A / .. .. 0 ... ... ... .... ................ .. ...... ... . 0 ....... Aspen, Colorado ...5 0 ... f. . ....: : - . - 0- --- 0 . 0 2 ..,- I . ..... .. . 0 ... ....... ..0 0 .0 . . . . , 6 0.. I. .1 . . ... .. 1. . . --- 1 4, V / Illillillimillivilillillililivililitalb~illinillizilillill/lill . 1 . . . D. . D- . 0- 1 -2 e - .. D I. , . ... .. : I .:. .. . 0 .....-/67..F.r-V . ....37 , ./4 . . r...4 ... .. . 0 0 0. .. 'All.....1 . .11 ""m~*e. ls-. e 76 , Ji.=li"/0 . 0 0 1.90'109 0 A~A~~~/ . 0 . . 1 - fl."lify'l-I -.-0 q..7.m/71"V#.1 0 1 .. + , . -11 ~ - I . 0 = . /A . 11=-~ / /. 44*l. . ...: ...:... 1//~AV/--,- h--A ,-aâ€ž=12/.AL -- Vill'lliiiwililillillill'llilillill'. .... .. . . ... . 00001 0- . -0 .. --1 -' V/~~~~~///-- - "fie4r~~~,~4,44 ./ )--Ill--Ill--5.F~ . . . I . e . . D .. , .~r - ..1,/% ....30 --- --- --- / --- // / / . 0 .... -r--07: . . ) P 5+00 'n /90 iuid ---50 - 54 -- - -- 0- 48 - / 4 // 1- H / ---0 60 12:tit; et -<weA-Aseo \Â» 2 General Contractor and Landscape Architect of any ENTRY ROAD / / discrepancies. t l Tree and shrub locations to be approved by Approved Job Number 156 < Landscape Architect prior to planting \ In case of discrepancies between the plant schedule Job Captaln/Prolect Engln-r Scale ~h \ \ quantities and the plant quantities, the dawings shall 1" 20'-0" \\ *e \ \ ~ ~~ ~ \ prevail over the schedule. j Division Head Date 24 \\ \ Seperate seeded turf areas from seeded native grass 2/22/90 I.\\ areas with steel edging as indicated on the drawings. - < f project Manage, Drawing Number ~~ ~ Drawn by L-3.1 - \\ 1 Checked by \ - 1 \ 44% \ I Â£ 1 ' I. A. Y\\\\\ 3 / D - 2 . . 54."46 ic.V ..7~13* i ' 4 0, 46 44. .3,6 Â«ouy.:-#.,6 'U) 14 I. J't.~140 89 , 1.41 . 1 1, MAROL RANCH , . .. . Aspen, Colorad 00 . 1 .0. .0 1. . 1. D. . D .. a. ......:. 0 --I . 2. . . I I , .. . 0 . ... , . .. ... . 0 A ..... . . . . . . . I 0% a .0 - 0.- 0. .... ..... ........ A A .. r P r (91.. \m I... UJ 30 LUI U) . 114 Ill LLI~ Col LLIF ZIX Fry <Y .X lid H 30 -* 4 1.1~2% *- (0 OOT-\Ob\*4009 INL I CO: 1 y. p. 81 Â· Dsft 1 ... .. 11 4 - Field verify existing grades and loUtions of existing NORTH yoostruction or planting and immedlptely inform the utilities, conduit lines, poles, trees,<paving, buildings and other site siructures priorto demolition, Job Number ' 1N- -../.--- . ~~ . 0 ..1 Approved -* General Contractor and Landscape Architect of any 156 4-erl<i//0 / 2 P \. .. ........X \ discrepancies. Job Captain/Project Engineer Scale 1"=20'-0" Â· Â· .. . Â· Â· Landscape Architect prior to planting \ Division Head Date * 9â€ž74 \ Tree and shrub locations to be approve>1 by 2/22/90 ~ In case of discrepancies between the planA chedule ~ prevail over the schedule quantities and the plant quantities, the drawings shall Prolect Manager Dr-Ing Number 1 i *.-. J Seperate seeded turfareasfrom seeded native *ass Drawn by L-3.2 -c ~ areas with steel edging as indicated on the drawillgs \ - 4 7 ' m,, Checked by ' 0 \ 1 , ' ~ Limit of Seeding ~ ...7377-1--7 0 . I ,- 'P. P I .).. MAROLT F - 4 . I I. e RANCH . -. . . --<lk'I . .--~lib.-1.-m- . .-I. =mi//6 , .. ' All 'IMM ./.ililim.W.li . =:=~ - 9 -- . . 7 9 D Aspen, Colorado . " /7/ - 0 1 - el 1 . A . 1 01. A . - I Ii - .. 1 .... 1 1. D. 1 1 1.... i.ill l.la.I . 8. 1 1 :, : . 1.0: 1 -%1 - I . lialimm. . 4""I'llial""ur . . . I "' 7.-F .Ad -- 0< .. ill- -- N .. 4 0 .lili 111111,1 illillillillillillillillillillillillillillillillililillillillif 41111 00 0 - a . .... 1 , 1 . .. - - '' .. . . / 0, 0 \: .A .A 0 0 , 4 0 5 PLANT SCHEDULE 1 - 1 4// (Total quantities for all sheets including roa~Way R.O.W. planting) , 1 11 SYMBOL QTY COMMON NAME BOTANICAL NAME SIZE COMMENTS / L li 44 x - A 35 Colorado Spruce Picea pungens 8' Green to Blue | 1 1 . A <;~ 6 45 Colorado Spruce Picea pungens 10' Green to Blue 1 0 35 Colorado Spruce Picea pungens 12' Green to Blue ~ Aspen Populus 9\ I 0 60 2"-21/2" 50% multi-trunk ~ i tremuloides . 1 35 Hopa Crabapple Malus sp. 2" Matched ~ ~/0 Â·Â· ~ ~ ~ V. Hopa U #69 6 I .1 100 3" p / Cottonwood POPUJUS l.1 . augustifoia .0 ' 300 Froebel Spirea Spirea bumalda 1 gal. 30" oc v ... 1 f ' 'froebelii' 2 500 Common Juniper - Juniperus 1 gal. 24" oc / //1 communis 1 45 Redosier Dogwood Cornus 1 gal. 36" oc stolonifera S 3300'00" E Seeded NIA@-Grasses -Mix A 61.65' / .-I - - *:~4**01 Bluegrass Sod / ... 1-I -- 1-. .-I , Â¥0.-â€ž. 1 Seeded Bluegrass Turf (mix to match Sod) Â·Mix B - 1 --- - -- -7980 --- -- .-I . Â·L U 6-2- -=LÂ·-r -4 - 1 1 0,1 /0/// /- ---- -*--- --- --- --- .-I .-I - --- -*- - --- --- \ --- \ -3- 6-6~Joâ‚¬L - I.-Ii --- - - --- \ --- - - --- --- -i- -i- -- - - -- --- -I-- -- .-. .-- -- : 1 . ... / / / / - ---- - - ..../; 62....~ Â· Â· - ,[1 000>r<_2- -- -- - 0340,2 41-4-2 1,219/9/4/1 ..1 / / .4,1.f .-- / / 0-1-Ii- - --...r -0< -~.- I .-I 1- - -Ii--- --- -- - .-I --I - - - - -4/ter -ECE, JUG ----Vt- ~--1-- ----- #-1--- * i---- --Il- DESIGN\\()RKSH()P \ :0400.- ----- - ////9- .-7=777/. -7. . 1 I / -1 ... ..-- - . Landscape Architecture /- -f- -f.Ir..... ... Il -... --: ..32 Â·.- .. .1 Land Planning - Urban Design \ -%p- - \ , . 1 - - - 1 \ ' 710 EAST DURANT AVENUE -1/ . C1-\\ / / ~1 1 / \ i...2. ASPEN, COLORADO 81611 / /3 1 1 1 '.. . . 1 1.- \ \ 4* \ (303) 925-8354 . 1960 r (*3 1 ''0 \ Fax (303) 920-1387 . --* . --1 ... .... C li -, i \ \ \ , -.: Â·1*..... - Issue for Contract 3/9/90 4 ,4.. 1 1 ;. 1 1 1 1 . 1 / .. . . - I ' - L / , 1 1 - .. 1 1// 1/ 1 1 1 Ed .... . P 1 < : "" 1 . I .. . . I.- I â€¢ ... 1-0 . - // \ 1 9 O - 1 / : 1 ' I. . 1 E 1 .... Eve IN 6~ 1 - 1 1 \ 1 ItriÂ·Â·-'~ '. C-frt ~40Â·.2~ ~~' 'Â·' C C V . 0 0- 44~53 ///// I \ h \\ \ i . . ..1 ~ .. - \ . 0 .. f 24-Â¢1' ///- // / C - r . - ..4.1 - r . . \ 3 - 1 _____--3302~_ 1- . ... 1 Â»\ -I----IJ- \- I.. Â· 1 T-- 1 - -1-- 0 . Â· 1.1 1 j \ , 1 .... 1 - . 1 \ \- . h \\\ .. le.. .- '. ~ -. . - -0 f. i ;il__-0 -Li&~~f seeding - 0Â· Â·Â· - - - No. Description Date Issued 2463. 2~Â· ~ -- -4 Revisions - 1.. i-17 -0--:4-41 EL-.,1 1 --7 (, i rx &47 hul ~333% Â£4 1 43. 00-FleÂ»+~1007 NORTH 1 94 . 12- A;FEN " 1 0 10.20 40.60 L *FKUDe I 1 1 i PLANTING PLAN 12 Â«*FE hi N 1600'00" W discrepancies. NOTES: ' SOUTH - Field verify existing grades and locations of existing Job Number - utilities, conduit, lines, poles, trees, paving, buildings Approved 44.62' ~ Division Heed Date and othersite structures priorto demolition, 1 156 construction orplanting and immediately inform the Job Captain/Project Engineer Scale General Contractor and Landscape Architect of any | 1"= 20'-0" -- Tree and shrub locations to be approved by ~ 2/22/90 Landscape Architect prior to planting. 1 Project Manag. Drawing Number In case of discrepancies between the plant scheplule : quantities and the plant quantities, the drawings shall I Drawn by p~vail over the schedu* /~ ~ L-3 . 3 Seperate seeded turf areas from seeded native grass I Checked by areas with steel edging as indicated on the drawings. I 1*+SE 280 ri// ii I 8-1 133H 33S 3NI1H0 N 6535'00" E r, 34* . .4---2- i 097" (/1-~ , \ 1 \94 1 Approved Job Number \ 156 - -~ 1 Job Captaln/Prolect Engineer Scale 1 \\\ ~Â»{ -uu<~ Ip \ \ 14= 20'-O" N ~ 34 ~~ ~~~- ---- ~ \ - \ DIvision Head Date Project Manager Drawing Number 2/22/90 1 1 0, - \ M. J 1. ~~\ Drawn by L-4.1 \\ \ 1 \ \ \ 1 \ \ / N \ Checked by MAROLT I . RANCH 0 F .l C 7 ,1.J 4, - r L 0 8 A , ~ .1 . A 11 1- r A 9 I...... C . r - ., , 4 . . W EBEE . - 1 - - -1 l . '1 0 Aspen, Colorado ---- 1 am. 412 dt. f,44 ,Â¢0 -9.97 . ,. . et 4 . .... 0 '0~ 2 1 u.wi............ s - I . .- , 1 - , , 1. . .. . D . ..... : 0 /1 0 1 : , 9 J Â«\ fÂ«) 0 f jit L . -\1 - 4 D k, , UN . 7..... .M \ 4 , D V.#0 1.1.-4 1 1 3 r 4. 4 \ P D -1--vit-' -~"-'.~'-~ . 1-0--- . .r + . 6 1.=.--1-" .. . ./C ' , TO. - . 1 L . ./ 6 v- 1Vyi~j-~,Aw/*/~p 6 J . 9 . ,~ ilillillnlill:"Ill 4 1 , \ .L . '00 'P. .. ... .1 in , A- . , , . . . - . 0 I . - L.6 4.0 - 0 10 . - - - i o h A - Â£re . /1 7.. tr7,/ / // 43/ /1-3/ 0/5 1//// 3 If> 7 Illf 171 1 o ./ / 1 1 9 0 61 1 10 --3-: 1 11 > Irl- 1,/LÂ·'C-/gl 'OM. CÂ»-11-lac I I op*le-[11-16 12 LAÂ·T 1 13 Ic- . 1 94 0 k--% 47ll-' 4 004Â»6711FAK ce 12xls-r'Kii Il'W,ertrIC Â»IfTKIC. \UÂ«Â» 57167* 142 sTOP rÂ»,6-TC vA#, )404' 15*k-flewv FF-rvt-r-ITIZ#, Â«\\\G NORTH 14. 296>25[1511 \A.NIE % SyrIEMO 2"AYVH i>~ 600Â·,6/rt' 1431>40â€žL Â»xs:rell 7 vAL\/E H A Callso-I $:~ 14 Il - Ibll VALV 15 0,9<. . I 1 1 0 10 20 40 60 L,7..........6 1 1 1 IRRIGATION IDC, inc. N 1600'00" W Checked by PLAN SOUTH - ~drrigation Consultants Approved Job Number 44.62' (303) 442-7027 156 Job Captain/Prolect Engineer Scale 1"=2 0'-0" tzt- Division Head Date 2/22/90 Project Manager Drawing Number Drawn by L-4.2 . I. A D MAROLT - . . ..... 0 . . . 0 .1 D .. . . . 0 -- 0- ... ....... RANCH .. ..'. ,. .. ... . I. .. ... -..... .. , ...... .. ... ~ ... ... . 0 .... 0 -0 --I - . 0 -- - ....... .. ..... e . . ... 8 ... 0 .... .... .... . .... I - . - ...-0..0 . - I : I .--- I .. . .. .... --.- .. .~ 4 ... - .. . . I . 0. 00 I -- I . . , Aspen, Colorado . A-D . 1 . . .. I D. D. . - 0 8 . .. . D ......:. 1. :. I . . 1-- / Th.-- ..... .. 0 0 *6/"15-- m m W .- = 0000- <Oil -00./- 00- I .... V 14-:GAE; 1 6 - 6 . . - .-9 . I. . .. 4 --- 4= - -7.~.' E. . - . .. -a <, 42< Na 9 .Ill'll-'.111.':ip#-a--I-H . *-*. .. . ttv .0 . . 0 - . e ..: 4 , . Imp. AK, 60 9. . . e /4 tre tt/ A .11 P 90 -0/4 x4 r-VU NIMFLt 1 142_DRAIN VALVE 3/40 ROCK SUMP-3 CU. FT. No. Descrlption Date Issued - SERVICE LNE NOTE: ALL PVC NIPPLES TO BE SCHEDULE 40 NOTE: ALL PVC NPPLES TO BE SCHEDULE 40 NOTE: ALL PVC NIPPLES TO BE SCHEDULE 40 Revisions 8 10 Backflow Preventer Gate Valve Quick Coupler Drain Valve IRRIGATION DETAILS Approved Job Number 156 Job Captain/Prolect Engineer Scale Division Head Date 2/22/90 Project Manager Drawing Number Drawn by L-4.3 Checked by //I .'M,1 *MT 1-,r MAROLT RANCH .. 1 - :. I. : 1 f A- -42 . .. D Â¤IR. 1. I. 0. . - -lim .... /1., ..... . ..9 /1 5- '04 =f-4,2-- 5-- .:.. r . e . . ... I I. ,... . .-. . 0 e . Aspen, Colorado .. . . 2, . ... 0 . .. .: . 1 0 - I. , :0 .... . : . .0 0 - . .0 0. 0 D e I. 0 Al/,/IA 0 0 -0 0 0 ..... 0. D . 0 - 0 1 A . .. 0 0 :. 1.- I - C :0 0 1. :' 0 0 0 1 :. . 0 . .. .. - bl - .2. .. 1.1~111.1.. - .e . . . . I 4 l-ill'. " 1 1 .. 0 0 .. i' 1 1 'I ..0 .=0 - Cal mi . I -- ... .... lAu 1,1- 1 - = L . , ,& 1 1 -1 - .0 . - -- ~ - .. a. .. .: ... . 0 1 ' t.y/ \=2/ 0 6 10'| U lall L.-Â« Fd Lluspe g. 3 1 -re, 1 i $121 z. 44 augÂ¥' 1 * f A LF- &F 2461%0272 12E1-Â»Â·IN#46 WALL.â€¢ ~21*DPA.LA,45* a.=1Â«1U- - - â‚¬E:12' 6%401 kki ?5' . v. 2=9120 493;,0 - *.-.-9. -I FLÂ»ht 1-=-9. ~. .-.* -_--_ ----- 50< 0 Flâ„¢Sall@E -- -4 ..C - --4.-- ....,-- ... --1 .- 2.-V..... 1-:, 4 1 '7/ -rge-*re:> 1-\MBETS C.wecT e.â‚¬*FILL r . , 4**9 :. 04% 42 0 6 5, PuG De>OME)..1 6' I B fle(*SGRE -4. LEETTi al= 11 2< INIED i - 1 - T~E-70 TI K.1BE:*DE, \-2Â© '1. - COM'&f â‚¬086(2â€¢42â‚¬ /111 1 .I- 1 96% 7- 55 OM,=rep â‚¬86 - ~111011%*ile:1111 Et~~1~Al'~IE'~111531Ill;=lili ?ffillt5811~1111~-----GRAM, 96% I Boulder Section N.T.S. r--1 Timber Retaining Wall- Longitudinal Section thru '6/ --i --I - C.--- -/ 1/2"=1'-0 " Side Wall ' Â«EEL- EYE-tw LE_ 1 1 0,1 9/ PUTLâ‚¬E L-604 --- ---0 12,/s- 9047 -Â» PbsT 1 1 " TYP. rwlâ‚¬ Al-L WALLS \ 1 PAINT FLAD<. - It < 8*LKE 1 11 - co K e>ET 9'6 5, 621 -- - - + f ~ Gigwa" 9.06. Pie- rvi:ESSM~ ' ' 5,4 6 fRN,%OÂ¢5 B,ST c-NEIG-Â·-r, 95~4 DESIGNWORKSHOP ~2 A CVAM Land Planning - Urban Design = ke h --1 aâ‚¬46 GAM E (Al#Err 71 Mreâ‚¬06 14/ ' ~ AS 6 1 0 8. ! 3 Landscape Architecture - 1011 METAL 'St~'I FES i $ 2 '-00 0.6. Extâ‚¬ 5569,6 PEe ALL , 710 EAST DURANT AVENUE 2<- ~ '~4*Po t>< . . - ' ASPEN, COLORADO 81611 . -qun./ 6, r 6 E:;;SACPMeh~ - 4%9 4-1 (303) 925-8354 E-Na915 OF Â»0/1 Al <s A..5 + CPEÂ» 1 5 9512 . 01 Fax (303) 920-1387 1 - . Aloil -- -9,1 ., -3><fl LÂ«â‚¬1Â»4 - ~ Â· Â¥-1 k - i vi--- .._.1 1*xâ€¢*FILL 4/ let'x fe'l 41' Op#d. â€¢SLA 3 -- 9~5=1 GATE / W Heeâ€žAeÂ«+ '6~10 4 25:5/F <Al\ PRk] t. ilime.â‚¬02 2,/A~ 4-5 inj_ *Ae 4- .14-Puf W ril=reÂ·12- 52916 %+16 SI PE Issue for Contract 3/9/90 FA 021 0 / Â·A.Â·4 FihiÂ· .:r .34 t. .:'.1>4 + \ , 4-rEEL EvEJOL-2 >LE.-0/0 - / -8) 6Â»:TE - 1>4NIT SL.Â»<5< 01)4- 0' 027 20 0 Fi~Z- ~11111*111 VELIW I 9~Elli~11~~~~*[~ 41' Feaâ‚¬ Fl~e. 0-rn. Id / 43 -TE:2 26 Lgrn-1 9/ *â‚¬T- ppAI AL *76 M. AId CANCT. ' ' c / / EYE-Â»LE ::252 FU-ila 17 Arel-[09 0:07Â»1 K.|11.0 WALL *66 4 - 54 1 OT # LUS 4 J Â»f'Ul GHT To â‚¬1.=fE 4 i (0M)&7%9 QuaegADE 16 96 1 '0 , EL=J (h Timber Retaining Wall- Section thru Back Wall i 5 1 - 1/2 "= 1 '-0~ - 3/4"=1'-0" Entry Gate- Plan Mator SMAGE 4 L 00 ~ 6(TE TWS 6 CE C~4 ' gril / C:-79:E- 2 " â‚¬62 Â· TU ed,LN< No. Description Date Issued 7-1 M 0906 1-Al-L 11 11- 6 /4 / Revisions 9" S"* a" E:*Ud. FIEZ f~057 '-T 1 1---~71 BAorel,16% ' ~ f f=*up-.ir==i 72<5'Â¥4*9,4932 ALL S<fT'E:0696 1 -fl- -----lk -- -- ' - 11 11 (83 6,11 41 4695 - 126L-O -722 Tlt-,09/6 1'Â»LU ~ 1-* f L 1- BA- a, l.,46 ecs b.7 To F*=,E,F 1 re- --- 11- - - - --.=23-=-0 1/2 N 12Â£20#9 9722 4 -.1- -t- 71 .49.PMAI /23 Ic I -1 4 0 -[- --2 ~-3~4-= ~ ~ ~-_..__;L _..- er =se--ruy --_-.4 T[ 1931224 1>Â·LL -1 Â»24Â» 2 Vt" 41.=ded LAE E>016-EL_s 0 9" O - i -T i I Â»Ap,44 (33 -01 1 E I , L. . 5 Wl h Lf/ - . ., 11 r 1_1 i I -1-1>reâ‚¬%. Â»LL */ ~ ' + E- -9 1 32 if, m L _1-L 4-LL FLik....; 24.50 ki 1 NIC, Ei A-: C:> -rr-4 611 49 TUel.LLART --PL- - y--1.-1 - -+1 111 .J, ! r ,- 1.--- 1131-4 TRM *EN =Â»L.L.- ' 1. 1.. PEÂ»Owed Q.2 3 . â‚¬U ed 0-0 5- .b--- 0 1- I U---Â»r #- V FelaF: P f~7 Ill 21 1 1 2 - - 3 1 -111 TTM[*525 1>Â·LL LANDSCAPE <44-- 4-- ]% r - -1, Cbde. 7~'T~ N! 5 = 6 AtÂ©./ 57-, â‚¬LO Fla 11 n.- I. .Â· 0 _ _MUTAIN[26 KALL =ILL! O --Â·*a 969:Â«fr 6--rs.-1 - CONSTRUCTION 1111.. f . . . .- Â»14- MEN*L-0 HI*leatd4ge - 11 Nfril . 4 1 A'KIDÂ· FAO FPR -T?zA 49 - DETAILS 06*64 AS â‚¬ TeS I OÂ· Â¢*7'06â‚¬7 Fl P[i I I ./ 1 i F:9 MEIa -6 -1 4 " 606./EL Approved Job Number 611 : - 156 Tmahle Â»BMENE- t;'Glk! 12~:>Ic. 111 --- Job Captaln/Prolect Engineer Scale 2 lov# Date 1 4- Division Head 2/22/90 Prolect Manager Drawing Number (1 Entry Gate- Section Drawn by L-5.1 ~ Timber Retaining Wall- Plan .1 , 1/4"=1'-0" - 1/2â€ž=1'-0. Checked by 0 0 0 0 dÂ»Jace-rE Fhvi.26 / ge,40â‚¬ 14/ Flag,/HEsÂ·+ ged'. FAve(5 1,2/ 1 = HÂ»Â·Ip TI~H-T- DI..~pT (062/%7 a#40, MAROLT MEE_.044"qi_ 154. 0,9 'kirs - elwthil Idd;â€¢ -/~ C.Cd. WALL. F:-1 eÂ·EF:2. IvrEEN IGAN.10 12EINF- 1Â« ' t. 76'~ CRAMFEe- TY< ~ 0 (a~k=. FÂ»/82â‚¬ -S 1/ Z'- 01! 19 990~ C RANCH .r f + F.1 h-1 6~592 09 06/e - ... t 4 " T,1 id T <2-46 ,Â«ar'4Â«Ir fÂ»/Ids ' MER 6*MDM Flhl. N 7/911/0. 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