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HomeMy WebLinkAboutDRB130512 Plans Approved113' -6" BOT. OF POOL I I Ile U Im Q W V w _o �ILn ti 1 \ \ \ I \ \ I I I I I I I Ll I C ]G Q SITE WALLS m I PER LANDSCAPE L' PLAN QTx 4' door 8204' -0" w Fin Grade < cr L b HB & PW. olz (2 T 4 4y 5 (6) \ 20' FRONT SETBACK Floor Above 2 A202 �SFregc \ K \ 20' FRONT SETBACK Approved by the Design Review Board TOWN OF VA! L By Warren Campbell at 4:12 pm, Dec 04, 2013 WI3 A� 1 A301 C) CIO COPYRIGHT 2012 Ho ebib W 10.24.2012 1 \ A307 14" 03.29.2013 V 04.19.2013 n� I 65" to ct Water Pur. Surge I 4r tall 3 4" A302 I Tank- SUBGRADE o cQc • W 72" tal cm)" POOL o Z OL VFY w/ Struc ural V EQUIP. V� 116 z W IBC m: Fin Floor Elev. EPDXY Ln W W O (less than 5' -0" 61) all) FLOORING I M oC Q Water Main (2' 20' FRONT SETBACK Floor Above 2 A202 �SFregc \ K \ 20' FRONT SETBACK Approved by the Design Review Board TOWN OF VA! L By Warren Campbell at 4:12 pm, Dec 04, 2013 WI3 A� 1 A301 C) GROUND FLOOR PLAN 1/4" = 1' -0" 1 2 3 4y CD i> I� jo 1 dx OL 8206' -6" Fin Grade ex v COPYRIGHT 2012 M W 10.24.2012 1 \ A307 A502 03.29.2013 V 04.19.2013 n� I HEATERS VFY -WALL 10.18.2013 W/ i ABOVE STRUCTURAL I COLUMN 3 i A302 I H B & PW o cQc • W 'D I }. V W GROUND FLOOR PLAN 1/4" = 1' -0" 1 2 3 4y CD i> I� jo 1 dx OL 8206' -6" Fin Grade ex Rm © KHWEBB ARCHITECTS PC v COPYRIGHT 2012 M W 10.24.2012 TOV BLDG PERMIT J BLDG PERMIT REV'S 03.29.2013 V 04.19.2013 PROGRESS SET V REV'D CD SET 10.18.2013 0 •� o J 1 s o cQc • W o }. V Rm © KHWEBB ARCHITECTS PC 08.08.2012 COPYRIGHT 2012 M W 10.24.2012 TOV BLDG PERMIT J BLDG PERMIT REV'S 03.29.2013 V 04.19.2013 PROGRESS SET 08.27.2013 REV'D CD SET 10.18.2013 O V o J 1 1 o cQc I..Lj W o V W o Z W V V� J z W IBC m: E3, %%000 Ln W W O Q W W M oC Q V off J M J O M 0 oN o� N r• r- 0 a �o co 0 c Q 0 J O V J_ Q Q Z J V cc V 0 Q W x z 0 J W l� PROJECT: MILL CK DRAWN BY: H B DATE: 12.07.2012 REVISIONS: TOV CONCEPT. 08.08.2012 REVD CONCEPT. 09.10.2012 TOV FINAL DRB 10.24.2012 TOV BLDG PERMIT 02.01.2013 BLDG PERMIT REV'S 03.29.2013 BLDG PERMIT REV'S 04.19.2013 PROGRESS SET 08.27.2013 REV'D CD SET 10.18.2013 GROUND FLOOR PLAN A102 now WON Omni Omni � MAIN FLOOR PLAN Io� : p V s • © KHWEBB ARCHITECTS PC 0 COPYRIGHT 2012 M o� TOV BLDG PERMIT 02.01.2013 o� 03.29.2013 BLDG PERMIT REV'S N PROGRESS SET 08.27.2013 N 10.18.2013 N O V o J 0 Io� : p V s • © KHWEBB ARCHITECTS PC REVD CONCEPT. COPYRIGHT 2012 M LJ.J TOV BLDG PERMIT 02.01.2013 J 03.29.2013 BLDG PERMIT REV'S V PROGRESS SET 08.27.2013 REVD CD SET 10.18.2013 O V o J o Q � LLJ � LLj oc o V W o Z DC W V 0 V1 J J � z W g= o V W Q W O W M oC Q J M J O � M �o O D Q O J V J_ Q Q Z W J V V 0 Q W Z O J W Q PROJECT: MILL CK DRAWN BY: H B DATE: 12.07.2012 REVISIONS: TOV CONCEPT. 08.08.2012 REVD CONCEPT. 09.10.2012 TOV FINAL DRB 10.24.2012 TOV BLDG PERMIT 02.01.2013 BLDG PERMIT REV'S 03.29.2013 BLDG PERMIT REV'S 04.19.2013 PROGRESS SET 08.27.2013 REVD CD SET 10.18.2013 MAIN FLOOR PLAN A103 0 Approv Design TOWN OF #AIL: By Warr T.O. SHEATHING(SLOPED) 235' -10" (8235' 7 T.O. TOPPING 218' -6" (8218' -6 ") W29 9 A501 6 6 M03 M 11 6 6 IV q =BQ 5 W59 5 5 bug screen /sheer 176 0 M11 5 MO1 3 z ALIGN n� 04 3 w7s W65 wai �5p rag W41 .O. SHEATHING(SLOPED) '- 11 -3/4" (8241'- 11 -3/4 ") ER LEVEL DATUM 236' -5- 13/16" (8236' -5- 13/16 ") T.O. TOPPING 229' -0" (8229' -0 ") MAIN LEVEL DATUM 226' -0- 13/16" (8226' -0- 13/16 ") T.O. TOPPING 218' -6" (8218' -6 ") .EVEL DATUM(GAR)) 215' -6" (8215' -6 ") HISTORICAL GRADE 210' -0" (8210' -0 ") T.O. TOPPING 208' -6" (8208' -6 ") EST ELEVATION 1 T.O. SHEATHING(SLOPED ROOF) M 11 143' -0" (8243' -0 ") �i T.O. TOPPING 229' -0" (8229' -0 ") MAIN LEVEL DATUM 227' -6- 13/16" (8227' -6- 13/16 ") POOL BEYOND T.O. TOPPING 218' -6" (818' -6 ") SPA BE OND / 2 NORTH LLj COPYRIGHT 2012 M 3 z ALIGN n� 04 3 w7s W65 wai �5p rag W41 .O. SHEATHING(SLOPED) '- 11 -3/4" (8241'- 11 -3/4 ") ER LEVEL DATUM 236' -5- 13/16" (8236' -5- 13/16 ") T.O. TOPPING 229' -0" (8229' -0 ") MAIN LEVEL DATUM 226' -0- 13/16" (8226' -0- 13/16 ") T.O. TOPPING 218' -6" (8218' -6 ") .EVEL DATUM(GAR)) 215' -6" (8215' -6 ") HISTORICAL GRADE 210' -0" (8210' -0 ") T.O. TOPPING 208' -6" (8208' -6 ") EST ELEVATION 1 T.O. SHEATHING(SLOPED ROOF) M 11 143' -0" (8243' -0 ") �i T.O. TOPPING 229' -0" (8229' -0 ") MAIN LEVEL DATUM 227' -6- 13/16" (8227' -6- 13/16 ") POOL BEYOND T.O. TOPPING 218' -6" (818' -6 ") SPA BE OND / 2 NORTH © KHWEBB ARCHITECTS PC v COPYRIGHT 2012 M W J V W 4— O V o J • o cc W W © KHWEBB ARCHITECTS PC COPYRIGHT 2012 M W J V O V o J o cc W W o V W o Z � W V 0 %won J J � z W DC � o V W 1_it..l Q iJ W M DC Q v oZf J M J O M 0 011 o� r— 0 r- cl �n �o O 0 Q 0 J 0 V J Q Q z W J V V 0 Q W S �n Z 0 W O PROJECT: MILL CK DRAWN BY: HB DATE: 12.07.2012 REVISIONS: TOV CONCEPT. 08.08.2012 REVD CONCEPT. 09.10.2012 TOV FINAL DRB 10.24.2012 TOV BLDG PERMIT 02.01.2013 BLDG PERMIT REV'S 03.29.2013 BLDG PERMIT REV'S 04.19.2013 PROGRESS SET 08.27.2013 REV'D CD SET 10.18.2013 ELEVATIONS L TOL 10 UZI 13 q4 TOW \ \ BOULDERS BEAR UPON i \ - 215 -8" \ FLO -FILL AND ARE DOWELED V'INTO ADJOINING RETAINING WALL PICAL -� -- - - - - -- - \ ' PATIO PATIO \ \ CO CRETE- � A 212' 3" 2Y 13' -9" - - - -- \\ UND RGRbUND / I DETE T N STORAGE \ 16 69 \ VAULT TTOM OF \ \ S 16 '',CONCR LID 202 i I / \ \ - \ I� TOP OF k TING 196. I A V : - - - - - ��� -_ C SEE FULL P N ON PAGE S24. TOP OF SP FLOW F LL I TOW 208' -0" / - - -- -- J \ 215'-8,. PATIO I I — J c 12" DIA. STO M -0^ \ \ \ ------------ - - - - -- 215' -4 3/8 "- I 4\ DRAIN UT TQ\'" / / \ / \ -------- ------------ DAYLIGHT SEE \( / \ -------------- - - - - -- - -� --------------------------- - -- ---------- - - - - -� \ 7 1 ` - \ SHEET C1.1 / I \ \ - -- _� /� - --- - - -- SIM. � \ / STEP \ \ TOW v i -TOW 7 112 TOW I fi — 1 215' -3 3/8" PATIO v 218' -0 3 /a' S 13 3 S23 216' -10 3/4" �A, I =00 co \ 4y \ I TOF \ \ 204' -0" TOL 5 Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 4:11 pm, Dec 04, 2013 6� i 18 V 1 / TO BOULDERS BEAR - - -- 69 A A I \f 208' -0" TOP OF SLAB TOW SIM. 67 /' 1 UPON FLOW -FILL 1 \ 17 \ — ow 3 _ — I � 203 9" STEP STEP ,� -t -- TYPICAL ,_ - - - - -_ ,; � .` DGE r I 8 TOP O SLAB TOW TOW ,_ S� 3 L------------ - - - - -- - - - - -- - - - -- - - - - - -- - -� -- - -- - , TOW TOW I / / -\203' g +_ TOW OW \ 18 PATIO A ��, TOW 218 -0 3/8 - TO 8 B ERS BEAR UPON / 202 -9 TOP OF SLAB 67 L- ------------- - - - - -- - - --� J --- - - - - -- - - — - — J FLOW -FILL DARE DOWELED — — I fi _ _ INTO ADJOININ TAINING / 195' -6" S 13 \ l - - - -- - - - TOW TOP OF STRUCTURAL SLAB 202 9„ �z`` + / I I �� _ \ WALLS TYPICAL / 4 EP 202' 9" 203' -9" EP TOW I TOF TOW ` _ / _ - -- �\ JI _ iT ____- w I TOF �- TOW 217' 6 3/4" 195' -2" 209' -10 3/4" PO TOW 1' -0" TOP OF PLYWOOD _ 98 201' -0"' I / I 204' -0" 218' -3" �� - - -- - - - - - -� __ 119 I` I I 5 S26 97 — — — — - - -= �- \ -- 7 I S12 3 80 \ PAAT< I BRAIN PIS 2 TbF� I 69 - -- TOW 201' -0 195' -2" 34 C EP 8" 9 S 16 216' -2" 0� TOL q, SS TOP �� �_ TOW _ —� 209' -0" I / / / M 113 T �� TOW row 141 _ PATIO 82 w 6 -- - -- / S21 '� 18' -0 3/8" 211' -10" TOP OF SLAB _ � 21T -6 3/4" i � � � , _ -_ -� 6� F.D. 1' O I I 56� S 19 \ 78 5 -3" p' 1' -8 / N — — - i S 17 1 �� / c0 Q — 00 — — — co , TO " W B / ST P + I 1 i 217'-6 3/4 — �._ iFEP 3 � I _ j _ � i I STEP 1 , I � F \ � I TO I + �I ao STEP 35 STEP TOW TOW i 10' -6 3/\ / ! / �� 0 TOW TOW TOP SLAB b 4 + _ A C SS 3 I F.D. S26 17 - - W 2 - / TOW 21 T 6 3/4" 11' -10 81 203' -10% �— �C) I -' 64 OWWj I 1 � � �T6' -4" I OF SLAB � � TOF--- / 1 TOF I � _ � / � U - - - - -- r -- TOP OF SL B I i TOW i 218' 2.. 192' -2" TO�V 204' -0" I 0 5 5' -0" 10 6x36 4 I P OF AB 2 1" 1 TOP OF B S20 21 T -6 3/4" / 2 i 195 -6 S 13 1 203' -9' / — — — I OP OF 3L AB S2 I I TOW � 211' -10" or � TO � _ � � M I TOL � /8 I OP OF SLA I TOP OF SLAB ' — — 0-a< —� — / -- I I 1 195' -6" 09' -1 � I, i � 209' -0" � I 11' -10" 209' 10 3/4" I I I i 215' -8" 205' -0' ! I 2 I V -734„ (2- _ I \ 6' �4" 205' -0" 1 195' -6" 1 / TOP OF S B % i ° I 1. 4., 1 4.. 1 4 TOP \ 84 I I I I I < TOW AF.D. %D. i TOW F.D. 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TOP OF / M Tow Tow 4 �R 3 1,fo, 68 0� 1 f I� �I 03 0" or 218' 0 3 8" 21 �C _ _ I 1 OF 8 \ TOW LT-- — 21 6" 21' -6 3/4" / ,I ;',/ O - - — — /✓ 2 35 T W 203' -10" or I STEP 1 TOW 5 S1- TOW TO 20 10" or 8" 6" O SLAB F D STEP OW S1 ATIO TOW \OP OF SL / ST - -- - -- ER- o -- -- - - - - -- -- ' -- -- - - - - -- - 1 - ----- - - - - -- 5 i� 210' -6 3 TOF 193' -10" SI 21T -6" 209'-10 3/4" 3/4" _ E -- �' - 194'F2" 209' 3/4" 3' -4.. 1 4.. 3. 4.. T - -- 2 216' -2" 1 4' -2' 211' -10" TOW 218' -0 3/8" 218' 0 3/8" /— / TO - - - -- 4 TOW iv TOW - TOW STEP / 3 = '_6 3/4" �\ TOW ` - -i� CID TOW / / O 1 -- - V. N -- _9� - -- - - -- 5 / 0 �+ TOW \ TOL 213' -0 3/8" 32 7 32 I � 216' -0" 32 V S 218 0 3/8 / / S 14 TTOP of SLB x -- -- X I w II 5 TOF 195'-6" T W co��� x) W aw STEP 195' -6" P OF SLAB TOW 0 83 O 203' -10" or 73 / 2dV -0" TOW TOW TOP OF SLAB m I- 8' 2171 6 3% 6., 8�� I / 118 3 -3 218' -0 3/8" 3' -3" Q 8' -5 f- 211' -10" S 15 _ 4" , /� S2O Q 10' -8 3/4" TOP OF PLYWOOD / STEP 208' -7 3/4" STEP STEP V T P 218' -3" TOW STEP �� / S23 SLAB SLAB SLAB SLB T P OF S B / � I / M / 212 0 TOP OF SLAB TOW TOP OF SLABI I \ TO F T R R E 218,_ 68 TOP OF PLYWOOD 218' 0 3/8" TOW ,' 6., 8.. 0- m �- O d 8.. 1 I TOL 195' -5 3/4" 194' 10" 195' -5 3/4" I `" � J \ FO IN 184' -0" S15 208' -3" N U) \F D � TOF TO - 20T -0" —� . SOP OF SLAB TOW i TOP OF SLAB TOL TOW i -- 207 -_" 4" 8" TOL 218 -0 3/8 185' -11" 2 10 3/4" 193' -4" 2 8 0 3/8" 1i 212' -0" TOP OF SLAB TOP OF SLA�� TOW / 207' -0 3/8" 106 �� 186' -11" I T�- 195' -6" S 17 192' -3" / 194' -7" P OF SLAB A VE 195'- ' or F.D. OP iO'- SLA TOW M __j TOL 195' -3" 212'-0" 72 - - 19 6 8" 6,. 20 j 10 � O 2 9W10 3/ � 2 � 0�6 3/4„ �� 218' 0 3/8" PATIO II W 206' -0" w TOP O B 1 203' -0" S17 �� TOP F B - - 208 6 ----------------- __ -- - - -- / -- 71 TOP OF PLYWOOD - 3/4 TOW -- 192' -3" V `b 6'- 3/4" BENT PLATE 1/4" x 10" WIDE w/ 87 TOF i i TOW 212' 194' -10" /106 2os' -3„ 4" AND 8" LEGS (LLV) w/ 4 I DIA. EPDXY ANCHORS (4 A2 0 -� / TOP OF PLYWOOD �� O TYPICAL) �, -- - I M 8 � TOP OF LAB S 17 � F. p� OF OF -SLAB � � �� I I STEP _ � � 218' -3' I � Q- 74 i 2 � � � I II i co 5 TOW �� / A 2' -0' —TOW 6X6E I$ AB 6x6 J TOL 194'-10" _ 1 T -1.. 31 F 8,. 4., O I � 192' -3" 192' -1 _ ST, EP TOW T P OF SLA x�i21 To S18 _ O 209'-10 3/4" N / TOW-' 90 -1 i8'4' MIN. PIT 218 C 2$ 28 �� / 0 I OP OF SLAB 3� I rn O j 3/8" _ _ TOW } _ + 8 F.D. - - - - -- +� 208' -1 7/8" Ll, - - -- - -- -------------- 192' -1 ' gyp+ TOF1OF SLAB 37 TOW TOP O LAB _ 117 ' I � �� '�+ 192'- " N w ¢ - - - - -- - -- 186' -11" ` � -� �� -- - - - - - - -- +- - - I S23 ,�/ I � ��\ � / 144 ��` 8" _j 33 TS A. I i � •� J � � - �4 � ' �-� —TOP OF SLAB p, -L'�� c� S27 % v� T P OF SLAB +�' QUO 33 _ -� -- - %/ 1D 1 ABOVE' ELEV. 53 c� — - -t� STEP I� " 'h� g�`5 - CONDUIT 105 30 t 2 184' -11" S22 187'-1" �5 OJT 2 6,. TO + pj� + - -- CHASE FOR TOW 30 STOR - -- I 2 $' -8'I �� 70 � I I i 1 TOW i 8' + -- 19 ' -3' / / � /1J�' 33 o -A S23 3� TEP 3 S16 I 33 �`L J� ELEVATOR PIT ��R N TOP OF SL 195' 3 �rk TOW - - -- -- - �, �, 5 O ♦ 0 -I 1 ' ex / / �, � i � PQ' 5� P/ � STEP � � 186' -11" � �. 1' -2' � L � I -------------------- + + T.O.S. OVE m BOULDERB G PATIOI UPON UNDISTURBED � ' � ' � � � 195' -3" � � �� � i �� TOP OF SLAB TOW `o J 26 � � �� � + M w Q T +O , OPT 03 SLAB �5 QQ�O F.D. ��� O 88 c' F.D. 193' -4" 2� 08' -6 "I GRADE TYPICAL O +� \ i 30 OL � +� m 191' 4" TOP F_SILAB I �+I }� TOP OF SLAB 8" --- - - - - -- _ _ N / 33 209'4 g OP OF SLAB I 8 + + SE 1 519 I TOP OF S 10 I ?� ----- -- - _ \ � '` TOP OF PLYWOOD OVERFRAME I -- Z P� \ _ 6 SE AGE d b 187' -1" 5 195 3 192' 1 " 184'- " +�Ap x �e 8" TOW - - \ 26 OP OF PLYWOOD 2' 0" TOP OF PLYWOOD 2071 0 3/8" I FLOOFjr6RA1' �X 2' 0,. 5 J O S / TOE 211' 2" p - - -- TOW �+ a m T A 218' -3" ��a 208' -3" 7 Q 0 0 ti v� O 9 F TOW S20 / TOP OF SLAB OP OF SLAB ------- - - - - -- 194' -10" STEP _ O 27 27 e } I M / 205 -6" I � - -- TOL Q' Q m O + I I j N 2' 6" 6,. 6' iv + + L� �i� 27 27 �� O ih w Q 195' 3" SIM. 192'-3" 192' -1 ° cJ� -- -- - + + QQ� u) u� / STEP 8" 4" Lu OD r � TOW I TOW 8,. + + STEP I Tow S 13 TOW sTEp ---- __�09' -0" TOW TOW_ TOW I II (n / 194' 10" \ 2091_01._ 09' 0" 195' -6" , ^` 26 TOW 208 -0 3/8 TO 208' -0 3/8" TOL 6" + + I 17 I /----------- ---- - - - - -- 54 TOW I l � I � I I \ I /TEP ) 5 SIM. 20T 0 3/8" - -- - -- - - 211 3 I +� 27 i � TOW S6 " I S10 54 211'-3 ` STEP iv TOW + I TOW ,-� TOW � 13 TOW TOW ------------------ S 1 O .�S�Q�O TOL \ , ------- - - - - -- -- \ \ TOW �i / 195' 6" 20T -10 1/2" 208' 0 3/8., 20T -0 3/8" -- - a0 v M = - -- 2" 6' 6' STEP TOW STEP TOL T7 11 \\ \ 1 I I ( 207'-10 1/2" N TOW 20T- 101/2" TOW STEP - O _ BOULDERS BEAR 208' -0 "� , N I TOP OF SLAB ` `,� UPON FLOW -FILL 17 V I _ 208' -41/2" TOL TOL - TYPICAL - - - -- - - % TOW STEP STEP ! R. 0" - - -- S6 -------- _ -- -' -� 1 I ` 209' -0" TOW TOW { -- -------- - - - - -- TOP OF SLAB �� i� ------------------------------ - - - - -- -- - - - - -_ -- 8210 — - - - - -� ------------------------------------ - - - - -- ---------------------- - - - - -- // DRAIN V A I I I 09 \ 208' -3 3/4" vv , 08 FOUNDATION PLAN TOL I \ F _ __ 208' -6" TOW � \ \ \\ \\ I 07 \ • O DENOTES EMBED PLATES SHOWN ON SHEET S2, S3 or S4. 1/4" = 1' -0" NORTH - - - - 20 6 211'-8" \ \ \ 06 V A V A I \ V • �# DENOTES BASE PLATES SHOWN ON SHEETS S7 and S8. — S23 V A V 05 I_ 90 — — 04 I -- - - -- TOW _ — 211' -8" 205 6" TOL 03 _ 02 \� I I I I —� 104 208' -6" — TOL -�— �— _� — - - — — — �� - - -_ - - - -_ _ -- �_ S23 — — — 209'-6" — — N1 V TOL 4 5 I II I \\ 2 3 �� / 5 3 - SlA oF 29 U r 00 � � .— N r v 00 1\ Tt 0 N N D N ti � O � . P- CO N � 0 O -0 0 -C O Q_ > 4 5 I II I \\ 2 3 �� / 5 3 - SlA oF 29 W v Z W D N W � O J� � *� O p O � J W� v J J 4 5 I II I \\ 2 3 �� / 5 3 - SlA oF 29 dx DRB130512 / 1 L /\CAI LLL Y /\I IVIY 1/4" = P -0" d - 1 2 3 4 5 6 14, 2013 U UZ U U RECEIVED By David Rhoades at 12:53 pm, Nov 25, 2013 0 of cl v o o� �o 0 � Q J O V J Q Q Z S W J V Q 6/1 W O 1� © KHWEBB ARCHITECTS PC COPYRIGHT 2012 M LJLJ W J S V 6/f � Z O • V J 6/1 W O 1� © KHWEBB ARCHITECTS PC COPYRIGHT 2012 M LJLJ J V O V o J o Z ®C W V � J � z W V \/ � Lon W J U W O LU DC Q V � � M J O � M PROJECT: MILL CK DRAWN BY: HB DATE: 12.07.2012 REVISIONS: TOV CONCEPT. 08.08.201: REV'D CONCEPT. 09.10.201: TOV FINAL DRB 10.24.201: TOV BLDG PERMIT 02.01.201: BLDG PERMIT REV'S 03.29.201: BLDG PERMIT REV'S 04.19.201= PROGRESS SET 08.27.201: REV'D CD SET 10.18.201: TOV DRB REV'S 11.25.201: ELEVATIONS A201 Y U Q w W 0 V) H I\ I � \ I \ I \ . \ \ I I I I \ 0 . Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 4:11 pm, Dec 04, 2013 ROOF PLAN 1/4" = 1 - -0" i i © V COPYRIGHT 2012 M W J 4— V `F► O s o • 1. LJ © KHWEBB ARCHITECTS PC COPYRIGHT 2012 M W J V O V o 1. LJ I. u o V W o Z W V 0 J � to J ~ z W DC o V mom Loon W_ W O Q W W M � DC Q J M O � M O a o� N O r� o� �o O O Q O O v J_ Q Q I- Z W J V V 0 Q W Z O W O n PROJECT: MILL CK DRAWN BY: HB DATE: 12.07.2012 REVISIONS: TOV CONCEPT. 08.08.2012 REV'D CONCEPT. 09.10.2012 TOV FINAL DRB 10.24.2012 TOV BLDG PERMIT 02.01.2013 BLDG PERMIT REV'S 03.29.2013 BLDG PERMIT REV'S 04.19.2013 PROGRESS SET 08.27.2013 REVD CD SET 10.18.2013 TOV DRB REV'S 11.25.2013 ROOF PLAN A105 FAI \ PROPOSED FINISHED ELEVATION/ FINISHED REGE55ED WALL LIGHT (la" \ + PROPOSED TOP OF WALL ELEVATION 2 WALKWAY TO BIKE PATH ON \ MAX. MOUNTING HEIGHT) 03 L3.0 LM -20-CU NATURAL COPPER 20K XENON -�- 14 PATH LIGHT (IS" HT) FX LUMINAIRE GB- SLED- IBR -CU NATURAL COPPER 3 LED'S O O U I WALL LIGHT FX LUMINAIRE LF- ILED -GU bw:5.0 I LED LOCATION, ELEVATION 8 DAYLIGHT LIMITS OF DISTURBANCE X O t0 m u + tw:q.0 :0 O5' BIKE PATH OFFSET - - - - O4 BOULDERS - _ + 10 _ / 1.0 10 II \� I 2 LICHTINC LEGEND SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL FINISH LAMP NOTES: I. ELECTRICIAN TO CONFIRM INTENT WITH LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. ALL FIXTURES TO HAVE PHOTO -CELL CONTROLS WITH MANUAL OVERRIDE. CONFIRM OVERRIDE 5WITGHING LOCATION WITH OWNER. 4 1 40 1 5 1 13 CRAPHIG LEGEND SYMBOL DESCRIPTION + PROPOSED FINISHED ELEVATION/ FINISHED REGE55ED WALL LIGHT (la" GRADE + PROPOSED TOP OF WALL ELEVATION tw:106.0 WALKWAY TO BIKE PATH ON 8 MAX. MOUNTING HEIGHT) FX LUMINAIRE LM -20-CU NATURAL COPPER 20K XENON -�- 14 PATH LIGHT (IS" HT) FX LUMINAIRE GB- SLED- IBR -CU NATURAL COPPER 3 LED'S O O U I WALL LIGHT FX LUMINAIRE LF- ILED -GU NATURAL COPPER I LED NOTES: I. ELECTRICIAN TO CONFIRM INTENT WITH LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. ALL FIXTURES TO HAVE PHOTO -CELL CONTROLS WITH MANUAL OVERRIDE. CONFIRM OVERRIDE 5WITGHING LOCATION WITH OWNER. 4 1 40 1 5 1 13 CRAPHIG LEGEND SYMBOL DESCRIPTION + PROPOSED FINISHED ELEVATION/ FINISHED 106.0 GRADE + PROPOSED TOP OF WALL ELEVATION tw:106.0 WALKWAY TO BIKE PATH ON + PROPOSED BOTTOM OF WALL ELEVATION bw:106.0 0 q 0 - + PROPOSED TOP OF BOULDER ELEVATION tb:10b.0 M rp - + EXISTING TREE TO BE REMOVED. SEE w a ¢ SURVEY FOR SIZES. 20 O O U DRAIN TO DAYLIGHT. COORDINATE PROPOSED CONTOUR 2O DRAIN INLET -- � EXISTING CONTOUR LOCATION, ELEVATION 8 DAYLIGHT LIMITS OF DISTURBANCE Q l � 42 top of d) I vault tw:12.0+ 12 40 + 4.0 bw:10.5 40 41 +bw:5.0 \ TRACT E v 23 + tw:5. � \ + 04 V \ ' \ tw:13.0 13. Ob 13 7 v0 0 + tw:15.25 + 35 v V 6 5 38 I + bw:lo.o �a l + � :6. � 5 tw:16.0 � 3 r I I I 0q + b.0 / I - - - - -- -- - - - - -- i s a:15.36 tw:. I \ILO + I USTOM P \ _ 1-3.0 I + :4 85 + i \ + 18 / ` \\I trb:4, tb:10.5 I+ 15. b 182 \ � i I + L., - - -- 115 + \ ❑ ❑ ❑ - bw:10.0� tw:10.0 + 28 10 2cl 0 \ + ` 06 \ •� tw:16.0 � \ \ I I 3.SI 4 11E + FFE 4.0 + 4 �_ \ tw:lb.5 + bw:105 FFE 185 \ \ \ \ 3.0 tbA0 + + + + 6.0 :4 26 I I I I 1.0 25 twA0 + tw:13 / +12. LU I P�I o I �I -T✓� I � - I I I - I I r � A' I -- , - b .•15 I w d ��� Nc \ 1 I I 5ETBAGK _ i PROPERTY LINE - - 17 1 1 8 / O Iq.5 (verify \\ + tw:lbS 10 \ \ \ \ \ X20 A;0.0 tb +bw:10S .5 SWIMMING POOL W.F. 18.0 1 -�- II . / \ \ \ \ \ \ I 27 ® I I 10 U '9 \ \ 21.0 re:a ch :1 tb:12.o 50 15 36 17 \ \ 25 \ \ a- 34 5 \ 10 33 FFE 8.5 4 I rn 10 + I� 23 + FFE IS.5 I 2 13 12 32 I a I 22 G� 8.. 12" 3% 24 ` FFE 8`� 4" 13 20 2 13 1 I8 FFE S.5 13 21 & I to + + I FFE 8.5 +bw:5.50 8.5 I J 0q I I + �� tw:12.0 b bw:Si- 8.28 +q.35 8 0q 06 (top of 85 � ODo I vault) +6-5 ❑ / - E t 120 SITE ELAN LEO END MATERIAL SIZE DRB130512 GOLOR / FINISH GOMMENTS DETAIL M�LL CREEK C 0 RECEIVED By David Rhoades at 8:49 am, Dec 03, 2013 8 4 O 8 IFS 24 SGALE: I/8" = I' -O" MORTAR -5ET FLAG STONE +/- 3' -6" WIDTH, EQUAL -i PROVIDE SEPARATE SNOELT WM O n rn 0 WALKWAY TO BIKE PATH ON ASSORTMENT OF 12 " -48" RANDOM IRREGULAR COLORADO BUFF ZONE 8 PERMIT FOR TRACT E. 0 q 0 - \ + bw:1025" ' tw:12.0 GONG. SLAB STONE PIECES M rp - + 270 w a ¢ bwA0 O O U DRAIN TO DAYLIGHT. COORDINATE ai �y 2O DRAIN INLET 12" GRATE BLACK PVG LOCATION, ELEVATION 8 DAYLIGHT - X O t0 m u WITH CIVIL ENGINEER. :0 O5' BIKE PATH OFFSET - - - - O4 BOULDERS - _ SEE BOULDER PLAN (SHEET L2.0) FOR MORE INFORMATION. _ LEVEL OUT / REMOVE PORTION OSTONE VENEER WALL SEE PLAN FOR WALL HEIGHTS STONE VENEER TO MATCH HOUSE RE: STRUCTURAL 4/-3.0 6 STONE VENEER WALL 8 B BOULDER INTERSECTION U� - RE: STRUCTURAL - 13 12 � U q5 a a Q 10.0 (verify OBOULDER RETAINING WALL 4' MAX. HEIGHT - - - O8 LIMITS OF DISTURBANCE - - - - O EXISTING TREE TO BE REMOVED SEE PLAN FOR TRUNK DIAMETER (G� 29 March 2013 G I• 16 October 2013 Vault Identification: 10 MORTAR -SET FLAGSTONE PAVING ON GONG, SLAB EQUAL ASSORTMENT OF 12 " -48" STONE PIECES RANDOM RECTANGULAR COLORADO BUFF 5NOWMELTED WHERE HATCHED - LOWER EXISTING TRANSFORMER II TO 51T ON PROPOSED GRADE Title: SITE PLAN 12 REE- STANDIN FREE- STANDING STONE VENEER WALL SEE PLAN FOR WALL HEIGHTS STONE VENEER TO MATCH HOUSE RE: STRUCTURAL. SEE LIGHTING W PLAN FOR RECESSED ALL LIGHT WL3.0 Sheet: Ll 00 INFO. 5AND -5ET FLAGSTONE W/ © Ceres Plus, LLC. 2013 SNOWMELTED WHERE HATCHED. S PLANTED JOINTS SEE PLAN FOR APPROX. SIZES RANDOM IRREGULAR COLORADO BUFF T - PROVIDE SEPARATE SNOWMELT ZONE IN RIGHT -OF -WAY. 14 ADDRESS NUMBERS MOUNTED TO 6" HEIGHT COPPER - - STS ONE PAVER DRIVEWAY - _ 5NOWMELTED. PROVIDE SEPARATE SNOWMELT ZONE IN RIGHT -OF -WAY. 3/-3.0 COS NCRETE PAN 4' WIDTH W/ 2" CENTERLINE INVERT _ NO 5NOWMELT - STS ONE PAVER DRIVEWAY W/ PLANTED JOINTS - _ 5NOWMELTED 3/1-3.0 18 5AND -5ET STONE SLAB STEPS 2 RISERS ®7" EACH. 15" TREAD. 4' WIDTH. COLORADO BUFF, SNAPPED RI5ER FACES 8 IRREGULAR BACK EDGE ® TOP TREAD SNOWMELTED - S- 5AND -5ET FLAGSTONE BAND 12" WIDTH COLORADO BUFF FLAGSTONE 5NOWMELTED WHERE HATCHED - S- BOULDER SCULPTURE - - RE: CHEVO 5TUD105 - 21 IRON TRENCH DRAIN - - RE: ARCHITECT 6 /L3.0 22 GRAVEL PATH +/ -3' WIDTH 5" COMPACTED ROAD5A5E. TOPDRE55ED W/ 3 15" CRUSHED STONE. 5NOWMELTED - 23 IRON FENCE d GATE W/ KEYGODE 4' HT. - - - COLORADO BUFF, SNAPPED IRREGULAR 24 5AND -5ET STONE SLAB STEP I RISERS ®7". +/ -4' WIDTH. RI5ER FACE d IRREGULAR BAGK EDGE ® SNOWMELTED - TOP TREAD 25 SWIMMING POOL - _ GANTILEVERED WHERE DASHED. RE: POOL CONTRACTOR _ BOULDERS 6 5AND -5ET STONE 26 SLAB AMPHITHEATER DRAIN TO DAYLIGHT. COORDINATE 27 DRAIN INLET 12" GRATE BRA55 LOCATION, ELEVATION 8 DAYLIGHT - WITH CIVIL ENGINEER. 28 CUSTOM SPA 10 x 7' -4" INSIDE DIMENSIONS STONE VENEER TO MATCH HOUSE, GO. BUFF FLAGSTONE GAP SNOWMELTED GOPING. RE: POOL CONTRACTOR $ STRUCTURAL - 2q MORTAR -SET FLAGSTONE STEPS ON GONG. SLAB 2 SETS OF 3 RISERS ® 6" EACH. 15" TREADS. 4' WIDTH. COLORADO BUFF FLAGSTONE 5NOWMELTED - 30 AUTOMATIC RESERVOIR POOL COVER - _ RE: POOL CONTRACTOR - 31 STONE WATER FEATURE - - RE: GHEVO 5TUD105 - 32 MORTAR -SET SPECIALTY PAVING ON GONG. SLAB - _ RE: GHEVO STUDIOS - 33 BOULDER GA5 FIRE PIT - - RE: GHEVO 5TUD105 - 34 STONE BENGH - - RE: GHEVO 5TUD105 - MORTA - TO 2 RISE " E -IS" GOL FF, SNAPPED R RI5ER FAGE5 6 R BAGK EDGE NO SNO.... - STEPS O G. TREA ® TO 36 BUILT -IN BAR/BBQ - - RE: ARCHITECTURAL - 37 EXISTING BOULDER TO REMAIN - - - - 38 MORTAR -SET FLAGSTONE STEPS ON GONG. SLAB II RISERS ®7" EACH. +/ -14" TREADS. COLORADO BUFF FLAGSTONE 5NOWMELTED. BUILT INTO ADJACENT BOULDERS. 3q IRON HANDRAIL - - - - O DRY - STACKED STONE WALL +/ -3.5' HEIGHT. Ib" DEPTH. M055 ROCK FIELD VERIFY LAYOUT 8 REQUIRED HEIGHT. _ 41 MORTAR -SET FLAGSTONE STEPS ON GONG. SLAB 3 RISERS ®7" EACH. 15" TREADS. COLORADO BUFF FLAGSTONE 5NOWMELTED - 42 BURIED VAULT BELOW - - RE: STRUCTURAL 8 ARCHITECTURAL - M�LL CREEK C 0 RECEIVED By David Rhoades at 8:49 am, Dec 03, 2013 8 4 O 8 IFS 24 SGALE: I/8" = I' -O" W: + +bw.0 -i \ O n rn Co 00 N w M tw:12.0 bw:q.0 -- +- � 0 q 0 - \ + bw:1025" ' tw:12.0 6- M rp - + 270 w a ¢ bwA0 O O U z J ai �y W V M N X O t0 m u :0 �. a.+ 0 a - - lo.o - 1025 - LEVEL OUT / REMOVE PORTION OF EXTO. BERM TO CREATE V NATURAL SLOPE L 5210 U� V Q� a a a 13 12 � U q5 a a Q 10.0 (verify L C� 0 L.n O U Q O.. a a O I 1 • / 0 M 0.\N 16 15 14 12 Revised Bldg. Permit: (G� 29 March 2013 G I• 16 October 2013 Vault Identification: M�LL CREEK C 0 RECEIVED By David Rhoades at 8:49 am, Dec 03, 2013 8 4 O 8 IFS 24 SGALE: I/8" = I' -O" m- oD 0 Iq co N M O n rn Co 00 N w M CC � U M- o n rn w 6- U a= M rp - ¢ 00 w a ¢ 0 v I- U N 0 O O U z J ai �y W V M N X O t0 m u O a.+ 0 a V V L U� V Q� � U o L C� 0 L.n O U O U 0 M Revised Bldg. Permit: 29 March 2013 Progress Set: 16 October 2013 Vault Identification: 4 November 2013 QTOV: 25 November 2013 Title: SITE PLAN Scale: 1/811 = I 1-011 Sheet: Ll 00 © Ceres Plus, LLC. 2013 7 1 \ \ \ \ \ \ backing bou)der- \ \ I Conceal, 59: 1.0 tb: 5.0 1.0- \ \\ \ \ \\ \ \ 5g: 14.0 CP \ \ \ 99 cA � I I \ � I I I \ \ \ I 11 I \ LOT 2 I I I � I C) Z ' z - �I 1 >° w \ \ I I L l _ 111.11119; III jI I C �c 9.5 (verlfl v CREEK ® C \D\. 0 W'> � BOULDER SPEG I F I GATI ONS: I. ALL BOULDERS ARE SUBJECT TO REVIEW AND APPROVAL BY LAND5GAPE ARGHITEGT PRIOR TO LOADING AND DELIVERY. 2. ALL BOULDERS MUST MEET DESIGN INTENT AND 51ZE INDICATED BY GHART(S). 3. BOULDER LAYOUT 15 5UBJEGT TO ADJU5TMENT5 TO FIT FIELD CONDITIONS AND DESIGN INTENT. 4. ALL METHODS AND MEANS OF STABILIZATION AND SETTING OF BOULDERS 15 TO BE PROVIDED WITH BOULDER INSTALLATION. STABILIZATION TO BE REVIEHED AND APPROVED WITH PROJEGT ENGINEER. 5. BOULDERS ARE TO BE INSTALLED PER 5UBGRADE NOTED. ELEVATIONS FOR 5U56RADE INDICATE LOWEST POINT OF INSTALLATION. 5UBGRADE MAY SLOPE AS TO ACHIEVE TOP OF BOULDER ELEVATION(S). SUBGRADE 15 TO BE PROVIDED BY GENERAL CONTRAGTOR WITHIN 12" AT GONGRETE PADS. 6. 13AGKFILL 15 TO BE GOORDINATED WITH GENERAL GONTRAGTOR TO ALLOH FOR PROPER 5EGUENGE OF BOULDER INSTALLATION. 7. ALL BOULDERS ARE TO BE M055 ROCK BOULDERS AS SELECTED AND TAGGED IN THE FIELD. ALTERNATE PRIGINO FOR A SEGONDARY SOURCE MAY BE PROVIDED ON GONDITION THAT SIZE, GHARAGTER, GOLOR, AND QUANTITY ARE APPROVED BY LANDSCAPE ARGHITECT. 8. ALL BOULDERS ARE TO BE OF 5UFFIGIENT QUALITY DENSITY TO HITH5TAND HANDLING AND HEATHER FACTORS OF THE SITE. cl. LANDSGAPE GONTRAGTOR 15 RESPONSIBLE TO UNDERSTAND 51TE GONDITION5 AND RESTRIGTIONS SUGH AS, BUT NOT LIMITED TO, AGGESS, SUB -GRADE STRUCTURES, TOWN OF VAIL RE5TRIGTIONS, ROAD GL05URE5, ETC,. 10. BOULDERS IDENTIFIED ON PLAN AS RANDOM SHALL VARY IN SIZE WITH THE AVERAGE SIZE BEING 3'x3'x3'. BOULDER SYMBOL <E"r DE5GRIPTION ❑A 1030 BOULDER IDENTIFIER- SEE BOULDER Stephanie LEGEND FOR MORE INFO •2 BOULDER TO BE DETERMINED- MATGH SIZE 2 INDICATED IN BOULDER LEGEND 5.28 RANDOM BOULDER- MATGH APPROXIMATE Jeff SIZE SHOWN ON PLAN tb: 14.15 TOP OF BOULDER ELEVATION sg: e.o 5UB0RADE ELEVATION 7.20 TOP OF GONG. PAD ELEVATION (AGT5 A5 $9 (C -0m). 8A 5UB0RADE FOR BOULDER) tb: lo.o+ TOP OF BOULDER $ 5UBORADE AT sg: s.o 5PEGIFIG LOCATION 6.00 1-1055 ROGK DRY -5TAGK HALL- NOT TO Milton EXCEED 4' HT. 10 NOTE: BOTTOM OF HALL (bw) 15 FINISHED 3.5 GRADE, SEE DETAIL X/X FOR EXTENT OF 7.35 STONE BELOW GRADE TRACT E BOULDER LEGEND Likely Delivery Weight Sequence Length Width Height Volume (cuft) (tons) x.80 A Stephanie 0 N M 11 4 2 88 5.28 B Jeff M_ o: o r` rn 6 4 5 120 7.20 C Bob 0 v rd 10 4 2.5 100 6.00 D Milton V M 10 3.5 3.5 122.5 7.35 E Jonas O 12 2.5 2 60 3.60 F Ted 3,5 4 3.5 49 2.94 G Zoey 4 4 4 64 3.84 H IRuben 4 5 4 80 4.80 1 Kyle 5 8 3.5 140 8.40 d Kim 7 2.5 3 52.5 3.15 K Manny 8.5 5 1 42.5 2.55 L Adam 8 4 4 128 7.68 M George 10 6 5 300 18.00 N Mitch 8 4 4 128 7.68 0 Crystal 8 5 5 1 200 12.00 P Ed 7 5 4 140 8.40 Q David 8.5 7 2 119 7.14 R Heather 8 1 4 3 96 5.76 S Glen 11 4 5 220 13.20 T Kathy 8 13 2 208 12.48 U Bridget 7.5 4.5 3.5 118.125 7.09 V Arnold 9 4 2 72 4.32 W Carmello 8 5 4 160 9.60 X Kevin 15 8 3.75 450 27.00 Y jBookGnd 6.25 5 4 125 7.50 z Huey 10 5 3.5 1 175 1 10.50 AA Louie 8 5.75 5 230 13.80 AB Dewey 6 4.5 5.5 148.5 8.91 236.17 ASSORTED RANDOM 1017 0 N M 3.5 4 1.5 21 1.26 1028 CC D � U M_ o: o r` rn 6 6 3.5 126 7.56 1030 w a 0 v rd 6 3 3.5 63 3.78 1046 V M 5.5 4 2 44 2.64 1047 O 6 3 1 18 1.08 1048 5 3.5 2 35 2.10 1049 4 3 2.5 30 1.80 1050 5 1 3 3 45 2.70 1076 6.5 5 2.5 81.25 4.88 1086 U Ln 0 5.5 3 3 49.5 2.97 1087 0 5 3 3 45 2.70 "1 Progress Set: 5 3 5 75 4.50 '2 4.5 1 1 2.5 11.25 0.68 "3 1 7 3 2.5 52.5 1 3.15 "4 Title: 1.5 3.5 3.5 18.375 1.10 '5 Scale: 4 2.5 4 40 2.40 "6 6.5 2 3 39 2.34 -7 3 1 2.5 6 45 2.70 '8 3.5 3.5 6 73.5 4.41 "9 5.5 2.5 3 41.25 2.48 '10 4.5 3.5 1 6.5 1 102.375 6.14 "11 4.5 1 3 1 6.5 1 87.75 5.27 Random Variety of sizes, see plan. On average 3' x 3' x 3' 56.03 Approved by the Design Review Board TO F By Warren Campbell at 4:11 pm, Dec 04, 2013 8 4 O 8 IFS 24 SGALE: 1/8" = 1' -0" v 0 0 Iq 0 N M O r\ rn Co 0 N W M CC D � U M_ o: o r` rn w °- U a= M rp - 0 w a 0 v rd U N 0 0 0 U z J ai �y W V M N x 0 m m u O 0 o_ V V U� U V � U 0 U Ln 0 C Q U 0 J / Revised Bldg. Permit: 29 March 2013 Progress Set: 16 October 2013 QTown of Vail: 25 November 2013 Title: BOULDER PLAN Scale: 1/819 = I I -01V Sheet: L200 © Ceres Plus, LLC. 2013 t-) I A L 17- I t— /— t-1. I t—) Y� BOTANIGAL NAME PIGEA PUN6EN5 �j POPULU5 IREMULOIDE5, NURSERY 6ROHN A66 AGER 61NNALA 'GOMPAGTA' G5 GORNU5 5ERIGEA � + _ PINU5 MU60, CONFIRM VARIETY 0*iam M 55 SORBARIA SORBIFOLIA 5A 5YMPHORIGARP05 ALBUS ORNAMENTAL 6RA55E5 5ht130L BOTMIGAL NAME K GALAMA6ROST15 AGUT. 'KARL FOER5TER' A HELIGTOTRIGHON 5EMPERVIREN5 6ROUNDGOVER5 4' HT. B$B 5YME30L COMMON NAME (D A55ORTED PERENNIAL5 / HILDFLOHER5 WHITE SNOHBERRY GREEN ROOF PLANTIN65 T.B.D. - PROVIDE IRR16ATION 1 SEEDED NATIVE GRASS TRACT E QUANnm COLORADO 5PRUGE 18' HT. I 00 N M 20' HT. 5 25' HT' (DAVE EVAN5 5OURGE) I M 30' HT. (DAVE EVAN5 5OURGE) 2 A5PEN 31/2" -4" GAL. 22 OHARF AMUR MAPLE Y HT. B46 a 6 oc 6 REDTHI6 006HOOD 4' HT. 546 a 5' oc 27 MU60 PINE 4' HT. B$B 11 ASH -LEAF FALSE SPIREA #5 a 35 oc q WHITE SNOHBERRY #5 a 4' or, Iq GOMMON NAME Z3-- O KARL FOER5TER I gal. a 30" or, 10 BLUE AVENA 6RA55 I gal. a 30" oc 30 Approved by the Design Review Board TOWN OF VAIL By Warren Campbell at 4:10 pm, Dec 04, 2013 2,200 S.F. 500 S.F. 8 4 O 8 16 24 SCALE: IAE5 = I' — O" 00 0 1P 00 N M 0 m C4 00 N W M M � U o n m w H a U M rp co W a a 0 0 L U o O O U z J � W - d- M N X O co -Nor. Z3-- O 0 V W V 1 W ryloW W V •- u U U V� a� � U U Ln 0 Co -U • M zJ i Revised Bldg. Permit: 29 March 2013 Progress Set: 16 October 2013 QTown of Vail: 25 November 2013 Title: PLANTING PLAN Scale: }^� I /811 = 1 -011 Sheet: L400 © Ceres Plus, LLC. 2013 AMP P,�� .�e ?4z elcwt.M 'x Approved by the Design Review Board TOWN OF VA I L By Warren Campbell at 4:10 pm, Dec 04, t ov, / /// � 00 • } ._` 641ME rtVxTPqA Mau, W ip l i t ,f r Il\ s,,