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Home My WebLink AboutDRB110574 Planss INDEX OF DRAWINGS A0.0 COVER / INFORMATION SHEET LI CONSTRAINTS MAP L2 SITE PLAN L3 LANDSCAPE PLAN A2.0 LOWER LEVEL FLOOR PLAN A2.1 MAIN / MASTER LEVEL FLOOR PLAN A2.2 UPPER LEVEL I FLOOR PLAN A2.3 UPPER LEVEL 2 & 3 FLOOR PLAN A2.4 ROOF PLAN A3.0 SOUTH & WEST EXTERIOR ELEVATIONS All NORTH & EAST EXTERIOR ELEVATIONS GRFA2.0 LOWER LEVEL GRFA CALCULATION GRFA2.1 MAIN / MASTER LEVEL GRFA CALCULATION GRFA2.2 UPPER LEVEL I GRFA CALCULATION GRFA2.3 UPPER LEVEL 2 & 3 GRFA CALCULATION DIRECTORY OWNER: ALEJANDRO AND MARTHA DIAZAYAS C/O DAN WOLF 953 S. FRONTAGE ROAD W., SUITE 222 VAIL, CO 81657 ARCHITECT: DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES, INC. / AIA P.O. BOX 1624 AVON, CO 81620 970 949 -3302 OFFICE 970) 949 -5121 FAX LANDSCAPE FIELDSCAPE, INC. LANDSCAPE ARCHITECTS ARCHITECT: P.O. BOX 1871 AVON, CO 81620 970 328 -4006 OFFICE 970) 328 -4212 FAX SURVEYOR: EAGLE VALLEY SURVEYING, INC, P.O. BOX 1230 EDWARDS, CO 81632 (970) 949 -1406 OFFICE GENERAL VAIL CUSTOM BUILDERS CONTRATOR: P.O. BOX 2809 EDWARDS, CO 81632 970 926 -8771 OFFICE 970) 926 -8253 FAX VICINITY MAP GRFA CALCULATION TOTAL SITE AREA .2292 ACRES = 9,984 SF .46 x 10,000 .38 x 5,000 .13x7215 _ 4,593 SF 0 SF SF MAXIMUM ALLOWABLE GRFA = _0 4,593 SF LOWER LEVEL 477 SF MAIN / MASTER LEVEL 1,451 SF UPPER LEVEL 1 851 SF UPPER LEVEL 2 & 3 473 SF TOTAL GRFA 3,252 SF SITE COVERAGE CALCULATION .20 x 9,984 SF = 1,997 SF MAXIMUM ALLOWABLE SITE COVERAGE SITE COVERAGE INCLUDING GARAGE AND SPACES ABOVE AND BELOW = 1,995 SF BUILDING HEIGHT CALCULATION SLOPING ROOFS SHALL NOT EXCEED 33' -0 ", FLAT ROOFS SHALL NOT EXCEED 30' -0" c TOP OF MAIN RIDGE NORTH: 7978.70'- 7945.83' (EXISTING GRADE) = 32.87' TOP OF MAIN RIDGE SOUTH: 7978.70'- 7947.17' (EXISTING GRADE) = 31.53' TOP OF UPPER LEVEL I RIDGE NORTH: 7969.79' - 7944.5' (EXISTING GRADE) = 25.29' TOP OF MASTER LEVEL RIDGE NORTH: 7966.06' - 7942.83'( PROPOSED GRADE) = 23.23' TOP OF GARAGE RIDGE: 7964.76'- 7947.42' (EXISTING GRADE) = 17.34' PARKING GRFA IS GREATER THAN 2,000 SF AND LESS THAN 4,000 SF: 3 PARKING SPACES REQUIRED r 4p� _ � 'mow:.. � r � � � ¢.r fl'• A. f *' � 3'd � r rt;> � 35 Y'�� \ ~\x� �c"R � . tl � . r.. >• ..< fir .r, P'•. �0.\ \ M Xc r � _"e£'`rF* .; 2(S' {7 ?r` � ,i �`E` ,"fir 3„ ^G ,Il N w• 4v E ..n q COOK- ... 'FZa � �� s��Y .�, �, }�YSw. ,�"�:.,•. � ,.. :dp` ,.......qtr ..,.r.�- ✓� x ISg5 W. GORE GREEK DRIVE H \ ++ 41 44 ,t• `l a I I } \ 1 x .10n r ,, 796 "11 msw c urt r6 f�a5 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970949 3302 F970 949 5121 WWW.SRIARCHITECT. COM DATE ISSUE 1 1 -28 -1 1 DRB -PEC SUBMITTAL PR C) i FC-T- - 1 1 1 V DIAZAYAS RESIDENCE COVER / INFORMATION SHEET A0.0 W L NOV 2 8 2011 TOi W \1 n 1/A 81 k, Y WALL MTV LIGHT FIXTURED - TYFI * 2 (DO (3) n4 (: 5 ) ,11-511. 2 F'IXT-UR, E, 7 WALL MTV LIGHT 4 LINE OF ROOF ABO\/E- LINE OF WALL ABOVE WALL MTV LIGHT ,TIO IXTURED TYP T ATI M4 DATE / I I -u / 7 DRB4'EC SUBMITTAL ---7 / 1.17-12 C*JWMEC Staff Commum 7r ,11-511. 2 F'IXT-UR, E, 7 WALL MTV LIGHT 4 LINE OF ROOF ABO\/E- LINE OF WALL ABOVE WALL MTV LIGHT ,TIO IXTURED TYP T ATI M4 U MAIN /MASTER LEVEL N FLOOR PLAN ry SCALE: Ile= 1'-W 0 ScAle Iles I-w DOUGLAS MUM DECHAW ARCHITECTS SHEPHERD RESOURCES INC I AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 P970 949 5121 mm mom mm WWW.SRIARCHITECT. COM EM Is DATE / I I -u / 7 DRB4'EC SUBMITTAL ---7 / 1.17-12 C*JWMEC Staff Commum U MAIN /MASTER LEVEL N FLOOR PLAN ry SCALE: Ile= 1'-W 0 ScAle Iles I-w DOUGLAS MUM DECHAW ARCHITECTS SHEPHERD RESOURCES INC I AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 P970 949 5121 mm mom mm WWW.SRIARCHITECT. COM EM Is DATE IS 11-28-11 DRB4'EC SUBMITTAL 1-12-12 DRS-PEC Staff Comm 1.17-12 C*JWMEC Staff Commum PROJECT: 1110 DIAZAYAS RESIDENCE MAIN / MASTER LEVEL FLOOR PLAN A2o I NOTE: EXTERI UNLE55 10102 l4) n 3 33,_,3„ C2) (-5) U O UPPER LEVEL I FLOOR PLAIN SCALE: I /4" = I'-0" 0 r It SCALE Ile : I'-W Doumm Mum DEC HANT ARcwTsm SHEPHERD RESOURCES INC P AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 2302 P970 949 S 12 1 WWW.SRIARCHITECT. COM DATE ISSUE 11 -28.11 DRB4'EC SUBMITTAL 1 -12 -12 DRB -PEC Staff Comments 1 -17 -12 DRB-PEC Staff Comments PROJECT: DIAZAYAS RESIDENCE 1110 UPPER LEVEL I FLOOR PLAN A202 NOTE: A EXTERIC UNLE55 1 C n RLEVELS2 &3 N OR PLAN = 1'-0" 0 r SCALE 114" = 1'-W Doumm MRm DEC mw ARCHnwm SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 P970 949 5121 WWW.SRIARCHITECT. COM L� DATE ISSUE 11- 213»11 DRB -PEC SUBMITTAL 1 -12 -12 DRS -PEC Staff Comments 1 -17 -12 DRS -PEC Staff Commwo PROJECT: DIAZAYAS RESIDENCE 1110 UPPER LEVELS 2 & 3 FLUOR PLAN A2,o3 C ) 202 I na n4 C 5 I EXISTING GRADE I BELOW PlC)6E=lq44.5' I I I PR; P ED G f�TkUE —B64' 0'"'-'—RIDGE =-7g47 —b-1' I I (D (D2 C5) (-9 ROOF PLAN " SCALE I W = l'-W (In 0 r 4 r m = m SCAILE: I n NIP Doumm MKm DeCHmT ARcwmm SHEPHERD RESOURCES INC I AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 P970 949 5121 ig WWW.SRIARCHITECT. COM 11 Is WE ISSUE 201-511 11-28-11 DRB-PEC SUBMITTAL 1-1242 DRS41EC Staff Comments EXISTING GRADE I BELOW PlC)6E=lq44.5' I I I PR; P ED G f�TkUE —B64' 0'"'-'—RIDGE =-7g47 —b-1' I I (D (D2 C5) (-9 ROOF PLAN " SCALE I W = l'-W (In 0 r 4 r m = m SCAILE: I n NIP Doumm MKm DeCHmT ARcwmm SHEPHERD RESOURCES INC I AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 P970 949 5121 ig WWW.SRIARCHITECT. COM 11 A2.4 Is WE ISSUE 11-28-11 DRB-PEC SUBMITTAL 1-1242 DRS41EC Staff Comments 1-17-12 DRB-PEC Staff Comments PROJECT: DIAZAYAS RESIDENCE 1110 ROOF PLAN A2.4 ELEVATION SCALE: 11-C = 1'-W tLtVA, l IUN SCALE: I = 1'-0" 0 r r r m SCAM I = 110 DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 19 /U 949 3302 F970 949 51 21� WWW.SRIARCHITECT. COM DATE ISSUE 11 -28.11 DRUMM SUBMITTAL 1 -1212 DRB-PEC StrJF C xnnw tx 1-17.12 DRB-PEC StdF C.ornmom PROJECT. DIAZAYAS RESIDENCE 1110 SOUTH & WEST EXTERIOR ELEVATIONS A3.0 Q 4 4 QQ NORTH (D ELEVATION im/ l%1✓ I ELEVATION i SCALE: Ile = Nr 1) 0 r If r SCALD IW m 1'4r DOUGLAS MILLER DECHANT_ ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 WWW.SRIARCHITECT. COM Q� DATE ISSUE I I -78.1 I DRS-M SUBMfTTAL 1 -17-12 DRS41EC Self Comments PROJECT: DIAZAYAS RESIDENCE 1110 NORTH & EAST EXTERIOR ELEVATIONS A3* I 93 11 9 IN a. < - ........................ ........ .....................0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . ... . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I ....................................................... ......................... . .............................................................. .. ........... ........... ........ ...... 4 ......... ........................ ....... ................. ................................... .............. UNEXC,AVATED LOWER LEVEL N GRFA CALCULATION SCALE: 1/4" = 1' -0-1 0 2' 41 81 SCALE: 1/4" = I'FF0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST O F F I C E BOX 1624 AVON COLORADO 81620 T970949 3302 F970949 5121 WWW.SRIARCHITECT. COM Cfl Fu DATE ISSUE 11-28-11 DRB-PEC SUBMITTAL PROJECT: 1110 DIAZAYAS RESIDENCE LOWER LEVEL GRFA CALCULATION GRFA2,.O J MAIM / MASTER LEVEL G RFA CALC SCALE: 1/4" = 1' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970 949 5121 �� WWW.SRIARCHITECT. COM ea DATE ISSUE 1 1 -28 -1 1 DRB -PEC SUBMITTAL PROJECT: 1 1 10 DIAZAYAS RESIDENCE MAIN / MASTER G RFA CALC GRFA2.1 UPPER LEVEL I N G RFA CALC SCALE: I /4" = I' -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970 949 3302 F970949 5121 �� WWW.SRIARCHITECT. COM DATE ISSUE 1 1 -28 -1 I DRB -PEC SUBMITTAL PROJECT: 1 1 10 DIAZAYAS RESIDENCE UPPER LEVEL I G RFA CALC GRFA2.2 UPPER LEVELS 2 & 3 N G RFA CALC 1 SCALE: 1/4"= V -0" 0 2' 4' 8' SCALE: 1/4" = 1' -0" DOUGLAS MILLER DECHANT ARCHITECTS SHEPHERD RESOURCES INC / AIA POST OFFICE BOX 1624 AVON COLORADO 81620 T970949 3302 F970 949 5121 WWW.SRIARCHITECT. COM T DATE ISSUE 1 1 -28 -1 I DRB -PEC SUBMITTAL PROJECT: 1 1 10 DIAZAYAS RESIDENCE UPPER LEVELS 2 & 3 GRFA CALCULATION • Landscape Are, Cal,cu-l-aRon Smbol Key Impermeable Area Permeable Area ►ermeable Areas include: ouse footprint )ofline s set on concrete riveway and parking areas steps neable Areas include: s and walks set on sand her portions within the property Site Area: .2292 ac. (9,983,95 s.f.) ,rmeable Area: 3,292 s.f. (33 %) Leable Area: 6,692 s.f. (67 %) CD N 00 0 s� O O U •s~ CD mot+ 00 � m CD tom. O R-( Job No. 1109.00 Issue Date DRB Nov. 28,'11 Owner Jan. 4, '12 T.O.V. Jan. 5,'12 T.O.V. Jan. 13,12 1F.O.V. Jan. 17,12 ocoppyyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instroment of professional service, is the property oflieldscape Incorporated and is not to be used, in whole or in part, for any other pro)Ject without the written autlunir ition of Ric Fields. Sheet Ll of three O O O O u O � x � O O N U U a� cC� ocoppyyright Fieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instroment of professional service, is the property oflieldscape Incorporated and is not to be used, in whole or in part, for any other pro)Ject without the written autlunir ition of Ric Fields. Sheet Ll of three Grass Pave Driveway Paving Drainage Easement (per Plat) 05 Issue Date DRB Nov. 28,'11 50' Stream Setback . . T.O.V. . . . . . . . . . . . . T.O.V. Jan. 13,12 T.O.V. Jan. 17,'12 100 Year Flood Plain Utility Easemen.Lt (per Plat) s� Drainage Easement by Eagle Valley Surveying (not included in current title commitment exceptions) Symbol Key Evergreen Tree to Remain (typ.) C obbl 1: proposed BmId,, Rwiling 1, '�',Rvergmn Tree to be Remove 101 . ........ . Room N.T.S. Existing Contour Existing Spot Elevation proposed Ountour (Wfk.my) Limit of Disturbance 80.5 AProposed Spot Elevation Colorado Buff Sandstone paving on a concrete slab Witt) J" max, mortar joints See Detail 104 Colorado zado Bufsa�dstono paving on sand setting ,, , Ih 112_1 'in". sand joints See Detail 103 Snow Storage based on Asphalt paving of 724 s.f. 30% = 217 s.f. 271 s.f. provided Lot 27 Proposed Drive Concrete Pan Section Not to Scale Asphalt Road — 6" xrdn. aggregate base course Unheated Concrete Pan adjacent to'F.O.V. Roadway Inlet for roof gutters, Daylight as shown in Cobble Swale Outside Parking Space in Grass Pave (see image this sheet) 10' Offset from 50' Stream Setback 50' Stream Setback -.000 Paving on Sand Detail ST interpolated) Drainage Concre Drainage Pan. Pre-sloped Trench Drain Instal.]. Lateral Drain 20" — O.C. with 4" Diameter .PVC. Lot 25 0 �ne P �av i �ng � �Sa n �dS Set N.T.S. Stone - -Limit of Disturbance Existing 11 oo*0/ C� 0 �" Paviniz-Mortar Set X14" ' -1 -d" Diameter Crushed Gravel Wrapped in Mirafi 700 or Equivalent Fabric. Colorado Buff Sandstone blocks Minn-num btandard Proctor. C2c,--,"\ Stone Wall Detail 05 —N 24" diarneter River 12-11, RA A _r" ;- Cobble Swale Detail N.T.S. • •,A A I 2" Sand Setting + Sandstone landing -7 and patio stone (see Plan for layout and color) Sandstone steps — Plan for layout, color and width). Filter Fabric I" Sand Setting Bed Filter Fabric _ _ EPDM Liner and fixture) each successive SLOP, Note: Flagstone Pavers to be Colorado Buff Sandstone. Stone Paving-Sand Set a) N.T.S. Mortar Set Landscape Boulders (see Plan) r2" Sand Setting Compacted Road. Base Detail C) N 1,0 00 0 0 0 U r4 0 O CD 00 M 00 ,-.-1 6 0 ": x d 4. P-4 Job No. 1109.00 Issue Date DRB Nov. 28,'11 Owner Jan. 4,'12 T.O.V. Jan. 5,'12 T.O.V. Jan. 13,12 T.O.V. Jan. 17,'12 2-3" thick Colorado Buff Sand me paves in a random pattem, 24" miritialn. diameter with V max. joints dop Aggregate Base by Soils Enginei Compacted Sub ade. per Soils Report.) 11 . 2 - 2" thick Colorado Buff Sandstone paving in a random pattern, 24" mininiurn diameter, with �" grout joints Mortar Setting Bed with 1/2" grout joints max. Concrete Slab: see Soils Report for concrete mix requirements 2" Sand Bed 2" Rigid Insulatio.ri Adjacent vegetation: see Plan Thickened Slab kit Edges (see Soils Report) Moisture Barrier uired 0 U 0=9ht ape Incorporated All Rights Reserved This document, and the ideas and designs ncorra herein, as an instrument of professional sional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other without the written authorization of Ric Fields. Sheet L2 of three )n O� 1-14 U X WN 0 7_4 4-1 ;MWA4 "--q > 0=9ht ape Incorporated All Rights Reserved This document, and the ideas and designs ncorra herein, as an instrument of professional sional service, is the property of Fieldscape Incorporated and is not to be used, in whole or in part, for any other without the written authorization of Ric Fields. Sheet L2 of three • 50' Stream Setback 100 Year Flood -- Plain Utility Easement- (per Plat) .�•• Drainage Easement (per Plat) Drainage Easement by Eagle Valley Surveying (not included in current title commitment exceptions) Lot 27 G • 9 `•" i Landscape Plan 10' Offset from 50' Ih, Stream Setback 50' Stream Setback O $e ti 1 24' Cobble over Mirafi filer fabric 6" depth i. Sreaxnrc eight ::f h1e tree izVr (} -ta.; twice'i;� f'u,'Wisr tYd+dih) :ard rhalio:crr than!ta1 ft. de.'x.+d3ng on tha s of L'tc mrl baD (X }: f{r' diameter root baffx and Yarg,,r should b^E -11.' ahnv¢ r„riu :at t;sade ;'t -:3` cahp.:r trees shnulr3'rr 2K' at-iwe '.slur >t Ys'<ir. 2. &4 it, toot bell ou ur :ds'-' d" d snit. 4, Rrmnve icw;rx:.. burlap, and taiaktve from u>p }nf rant ball, R F;wit p +: wifit; ha: tllu ardrompo�.f, s.;n rneke 6rrt. -r G4, *,n hrseA¢Il sireare pew :tL'A. 1 wrux th—y, itly, to tha point of all ai, —fen Eton, lr_ckfill ow"'iA. u ce u lung meal pfprwah: ing wmtJ. Du rot %erliiir: a; true of p!au:ing. 7. Arw sir litafriny; af�ve rr ixdon• the 9Y ila E ue provi•3ed as the dr p Sina.,f iru' I:er. iinstlda ^r ac +vininp; Li::+l: ;nxtrh the Ji`a :T siii tet.,i. :inr,. Fn[ yr.•e; s,oyc<,. tole.' in lircr(-7t �r.ltn= piattNng a ^. V,upn? :?et ii. Lot 25 Limit of Disturbance • 4l1rnh niaer fen crrnnn hhn Native ✓ Grasses ; 000F •,� Do "' cut 1-d- F—. damaged ur dwd weed a(trr planting, and sD:king. Keep stsp¢ g•p)cal of specter. Do not psuiie lower brmu;<';, Appravad tree chap. l.`n rati :moist. M,efntaina minimum nf2' rr <rarr..x txtwcel 0'. airq, ey" •-Guy wire»: y7m1.3c3 rtluWW"'a and ?hu trunk around urn, Kmp clear of Uraric^ew to p'ri'nt n:h damage. 3j HyInn svebbiitgstrap collar, l:ravy duty. lrn:x)t fwisf. SlroF'a si:nuid have x!cararw: hum ;};c trunk ai os rnF to leave girding e£k.:l. Spay mealy. 3'ruvidc 2' cteurmwx mSuuvwat G¢wem do trurdc oTid d;a strap uy s. Leav plz Prop prep -* ,* Y:>;ist!ng u:xiislnrix:. sal radn Tree Planting Detail 12. ISuDd a :vzter szucc: Tint lcaz than G' to thceige cd i}ia 'cwt hall wide cor.,pnst rnaledal. Inside cf 5a1:rnC xhzll -mi tower t:s mot bad. 12.: °revile 4' depth of hark nuggets, 2 ." liar :eks fur nmr within the water saucer. Leavy a 4' dismtaetvoid around th" bast of i >w uec. Du id At leader. pr i of ki agxd ur dcaA fG� wood after plandnp, »nd ataWng. Keep xlxlpe f typien) of 1padu. Do riot pronx to:ve:: brmxtun. Appmwed ""ate rat Guy wi:xs. pmvidr ?v {utdueud Date DRB I twist. Maintainam!ninwm cf2< lthe amused It'r. Keep clear rf OMaiden Grass Miscanthus sininsis 12 1 Gal. ctea:arxu ixiw•xe utrap u)v and ifs hoO, + hralx'iun to prcv<rl tub daune. Jan. 17,12 'Gracillimus' Blue Avena Grass I-zelictotrichon 14 1 Gal. to r--( semperverens X Stating for —gw.'trees 12• sad tatter. prm:de 3) Nylon rA hire of tree Ban"]),X —Poet Nt—. •wr bos'trap collar, loss'! duty. L?otaet tw!5I. Snap. N +iy t should have cln »ranee fun: the irwtk soar not to have 130 1 Gal., 18" o.c. o c!) U) girding Mo,:i. Sp— xvrnfy. I'mode 2101exar o UD mWro.vohrtween the tn :nkandloura!mpuses. Rcmore thros year, n£ter insUtllatfnn leave tItI,S area low tOr +� U planting (sea plan for Sod 2,630 Sq. Ft. proposed planting and soil j r+ wa .r .saucer preparation requirements). : itish Gmdr r.H I'ini_•h Grade 7, M. :s u hciptuitlw uuc hil!(nt.) 71) ter pittw,<:ethe rani diamrfer(width), and shah— thanits In, zter.:mfiny nn Lh . -4th-v' Lall (X): let' clan"*.. :dwrdd beG12` a'x<vetreturJ .dam, 73'raliprr T,Tfaa ahruW he J.f•` ahcnv naiurs) Pradx. •3. S'' it.* out bell un un3aturta.`ci w!. 4. R•:n:u.e twat', burlap, and hastens from Wp }o£ rm:i WD. 5 i'iA pit within :ckfili and �cnmpaxi. Na nxks)argrs sun Lasrbaf!s!zr a:aprmtiriad. Fuu >.;ack in 6' sib. G. waver tharouphly, k the paint of wumlkry »waving aft air r.MWa imm backaL' ulatufaL UWi<ea lu::g mxul pipe wata!::g w;+'A. Do Hui fct+iii![o ai lame of f•!an"rg. T.Yrr.�si : ;J; im piudeci ve 6,11y and roafatalu i rhmugheufrnnou"u —A"y aft' mtairu:g atvvo er bc!nw Lt. tar A.14 h pmvidxd e:s :; c;s fy uid.!wJ tr uutidc of et, ddy ihu•rt the urea. En :iidcr niaintny,anz :: match ifs c<k`•nr site rciaEWn ?. !W Wpstnpae, :xfcr to Bvrsgrxni Trey ptan:u:g uuStopc pxtaiL 'f f i S. Provide her stake, asd %cfimd atxw'.. f7pce avrnly. ff roan: th., lluu•: 51at,:'1 rlrl•Y yullcsS, p!Wflfe Dx apprnpdatr na'e`e..'. 4.Dr.n` stakeste uesdEstul vl sail, k <xpir no-: te,a'vivo Tree Plantinay Detail Plant c e e Symbol Common Scientific Count Size Name Name Quaking Aspen Populus 3 2" Cal. tremuloides 3 21/2" Cal. 2 3" Cal. Ae Alpine Currant Ribes alpinum 8 #5 1 Yellow Mountain Willow Salix monticola 4 #5 DA Dwarf Arctic Willow Salix purpurea 7 #5 nana Common Lilac Syringa vulgaris 1 4 -6' B &B `CwL Common White Lilac a ri ga vulgaris 3 4 -6' B &B 2C. Duildu4`watcr water G`mfniu ;wnfruur!hr tt!b. u{ tharoot ball Ma, compayt waved'.(. ilmldenf.Smm eltalf not 'ever me o'. hall. 11. pmvfdn 4' depth of hark nuggeti 24` dlaweter fm• area within the wale: saucer. Leave a 4' d —Ito void errand the fuss ed day tear_ Plinle all otama&ed of dead wood after planting and mulching Concrete Curb, edging or sidewalk St shrub it grade grown in contaiter or grown in nursery. Set fop of Juniper rootball to fluish grade of tnutch. Apply specified mulch to 4" depth. ;icore container rootbzts i backfifl, i comptnt with encircling routs, "tixture. Retrieve container. Place rootbell on undisturbed soil. xo ,1R field mnidt rzzde 1' bettor• e<lyr of walk odginp, or cur'' Shrub Plantin Detail 303 N.T.S. CD N 0 v O � O U 0 O O T 00 m 00 o X a� O fA � d G Job No. 1109.00 Issue Date DRB Nov. 28, '11 Owner Jan. 4, '12 OMaiden Grass Miscanthus sininsis 12 1 Gal. Jan. 13, '12 T.O.V. Jan. 17,12 'Gracillimus' Blue Avena Grass I-zelictotrichon 14 1 Gal. to r--( semperverens X rA � n � N � t Mixed Perennials 130 1 Gal., 18" o.c. o c!) U) a N UD U Sod 2,630 Sq. Ft. j �r ` Native Grass Mix to Match Existing Grasses All Disturbed Areas O V O i �i ii Mixed Groundcovers 25 Sq. Ft. 2C. Duildu4`watcr water G`mfniu ;wnfruur!hr tt!b. u{ tharoot ball Ma, compayt waved'.(. ilmldenf.Smm eltalf not 'ever me o'. hall. 11. pmvfdn 4' depth of hark nuggeti 24` dlaweter fm• area within the wale: saucer. Leave a 4' d —Ito void errand the fuss ed day tear_ Plinle all otama&ed of dead wood after planting and mulching Concrete Curb, edging or sidewalk St shrub it grade grown in contaiter or grown in nursery. Set fop of Juniper rootball to fluish grade of tnutch. Apply specified mulch to 4" depth. ;icore container rootbzts i backfifl, i comptnt with encircling routs, "tixture. Retrieve container. Place rootbell on undisturbed soil. xo ,1R field mnidt rzzde 1' bettor• e<lyr of walk odginp, or cur'' Shrub Plantin Detail 303 N.T.S. CD N 0 v O � O U 0 O O T 00 m 00 o X a� O fA � d G Job No. 1109.00 Issue Date DRB Nov. 28, '11 Owner Jan. 4, '12 T.O.V. Jan. 5, '12 T.O.V. Jan. 13, '12 T.O.V. Jan. 17,12 O 0 O RM, ocoppyyright Pieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Ffeldscapet Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L3 of three r O� r� V J O r--( X � n � WN a N UD �r r--q ocoppyyright Pieldscape Incorporated All Rights Reserved This document, and the ideas and designs incorporated herein, as an instrument of professional service, is the property of Ffeldscapet Incorporated and is not to be used, in whole or in part, for any other project without the written authorization of Ric Fields. Sheet L3 of three SCALE: 1 " = 10' 94 INDICATES DECIDUOUS TREE AND INDICATED APPRX. TRUNK DIAMETER (' INDICATES CONIFEROUS TREE AND INDICATED APPRX. TRUNK DIAMETER DL INDICATES DRIP LINE DIAMETER NOTES: 1) DATE OF SURVEY: 5/31/11 2) REFER TO LAND TITLE GUARANTEE CO. POLICY NO. V50031053 -2 DATED 5/10/11 FOR ALL TITLE INFORMATION. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. i N X DRAINAGE EASEMENT (PER PI 4) BASIS OF ELEVATION: SEWER MH 1240, INVERT EL = 7947.5, MEAS. RIM EL = 7957.6 5) BASIS OF PROPERTY LINE LOCATION: 46.62 W.C. N. CRN LOTS 25/26 & N CRN. LOTS 46/47. FND. PIN & CAP L.S. #11204 6) 100 YEAR FLOOD PLAIN SCALED FROM HYDRO —TRIAD STUDY DATED 5/1975. 7) NO POSTED ADDRESS. 8) NO BUILDINGS. 9) SEWERLINE SHOWN HEREON CONNECTS CENTERS OF FIELD LOCATED MANHOLE RIMS. THERE COULD BE A SLIGHT VARIATION IN LOCATION ACCORDING TO WHERE BURIED LINE ENTERS AND EXITS MANHOLES. 41199 HIGHWAY 6 & 24, EAGLE —VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949 -1406 FA EWER MH 1260 FFAAS. INVERT EL = 7938.7 M[�S. RIM EL = 7946.31 CONC PAN BUILDING OUTLINE ROOF PEAK 7985.7 LOT 24 y i 7954.5 'OR'S CERTIFICATE ael J. Post, a Professional Land Surveyor registered under the laws of ite of Colorado, do hereby certify that this topographic survey was :)y me and under my supervision, and that the survey is accurate and to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 E I W 1,�. M JAN 17 2012 / / f EWER MH 1260 FFAAS. INVERT EL = 7938.7 M[�S. RIM EL = 7946.31 CONC PAN BUILDING OUTLINE ROOF PEAK 7985.7 LOT 24 y i 7954.5 'OR'S CERTIFICATE ael J. Post, a Professional Land Surveyor registered under the laws of ite of Colorado, do hereby certify that this topographic survey was :)y me and under my supervision, and that the survey is accurate and to the best of my knowledge. Michael J. Post Colorado P.L.S. 30116 E I W 1,�. M JAN 17 2012