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Home My WebLink AboutLions Ridge Filing 3 Block 2 Lot 22 (2).PDF s 401-0' IZ'-II 1/2' 12'-5 I/2' 2'-10' I' 38'-0' 2'-8' C-O 1/2' r-0' 7-9' G C-L 1/2' S'-11• 22'-5 1/2' 5'-9• 9'-9 I/2' 11 1/2' 8'-3 3/4' 7-11 1/2' 7-9 1/2' CCSL52-2 CC3452-2 R.O CO 1/2'X4'5 1/4' R.O.CO 1/2'X4'5 1/4' H H. 8'O 1/2' H H 8'0 1/2' it ( O IL I I CC283c-I CC3452-1 R.O 75 1/2' lu= I R 0 39 e .2X 'O 1/2' R.03'0 1/2'X4'5 1/4' 311 1/4' I H H c'8 1/2' SILL HT 44' p 2-c of IU_ i N J FAMILY ROOM :n BEDROOM d IX 2-` ' 0 12'11 1/2' X I2'1O' 2 to 10 3-0 o SITTING 1 - 12'0• X Ir4• o 3-O ' I ° W/ I/2 LIGHT B A T H AREA � m iv G ZTOBE 18' ABOVE 9'4' X 8'9 1/2' 2-0 I GARAGE FLOOR 2 'W- ENTRY 6- 1/2' C-0' 2' 0' I r tr 4'-0' W 5'-, I/2' 2'-I' 8'- 1/2' 4'-9 1/2' _ b Dpi 2-O ° 12 WALL � 2-4 PKT �WALL` BATH I I I o 2-4 2 :. 1 I2 1 I A8 2-6 2-6 UP I I I 3'-2• o A8 0 Cn ZXG PLUMBING WALL FAMILY �D` Xn OOM TO BE 18' ABOVE o o O`LSTL COLUMN I'll 1/2' X N'1 1/2' �O°D GARAGE FLOOR !a, p 2-� 61 . ( - ® VO2 Q BATH - � 3 N 2-4 O Ln i ROD t SHELF 2—CAR GARAGE c* i ;D — — — — — — — Marketing Area- 428 833 aq ft (9 2—CAR GARAGE � 6-0 BI-PASS C-5 1/2• 4'-11 1/2• 4'-1 1/2' O Marketing Area- 420.381 aq rt O 2-O 2-O Of p W Q - - _ oc �-RTL 11 COLUMN IF NECESSARY BEDROOM _ cr O 2f 2-L j ° II'L 1/2' X9'4' 8-0 O H. GARAGE DOOR 9-0 O H GARAGE DOOR I I I I I/2 WALL ENTRY Ln n R o t°Xe'o 1/2• m it .O 3-O UP o n u u t V I Cummunl y LA ' Owl omen c'-2• � s' c• 3'-IO I/a• 8u Health Flre CC3652-2 O R.O CO 1/2'X4'5 1/4• _ _ 11 14 H H. 8'0 1/2' z m IZ' Roved ' n ID I I SIDE Q O _ j PATIO oc M 11--ARCHED oemed — o W OPENING F- ( W E 9 Validity of Permit R 0 3 0 1/2'X4'5 I/,' RC0 33 O 1/2'X4'5 1/4' 5* 303 (c) 19 U.B H H 8'0 1/2' H H. 8'0 1/2' The rsstitance or granting of a permit or approval of plans and specifications shall not be construed to be a of rmit for, or an approval of, any vioiatlon of any of the proviiii ins of this cods 10 1/2• or of any other ordinance of the-lurisdlcation he issuance cK �• C-2 1/2' 10'-0' C-3' r 10'-1 1/32• ,'-c zf/3r lo' 4 s/IC � � z ,,::.rltlt based upor( plans, specifications and ther data s at. 3'-9 1/r 22'-s v2, not prevent the building official from thersaft r requiring tW r - / ' in said plans, s ecifica ons and othe, 12'-0' 1• 38'-0' data.. 40'-0' DATE-' � SECONDARY Town of VSO! Merketing Area- 497.514 aq ft ' PRIMARY FIRST LEVEL { Ocrlrl Marketing Area- 849 214 aq ft LOT 2 2 DUPLEX ' SCALE: 119" = 1'-0" 1874 GLACIER COURT VAIL, COLDRADO DAUPHINAIS—MOSELEY CONSTRUCTION 9 MARCH 1995 Al "v* blqr2 40'-0' 1• 40'-0• • 18'-9' S'-I 1/21 C-2 1/2' 9'-II' V-4 1/2' 3'-0' 5'-8 1/2' 11'-1 1/2' 12'-9 1/2' 2'-0' II 1/2' 9 1/2' 2'-11 3/4' V-2 3/4' 1'-9 1/2' 2'-5 3/4' V-2 3/4' ,'-L 5/8' L'-L,l/8' t0' R.O2 9 8 R 0 3 9j 1%4'X4'0 1/2' 2 1%,'X4'0 1/2' CC283L-I H.H l'O• H.H. l'7' R 0.2'5 I/ X3'1 I/4' SILL HT. 3L' 2-4 PKT x R C 2 L I/2•X3'1 1/4' R O 3,5 l%8'X3'. I/4'�.,Co3m-11/2'X 1 • a CC3lrle-2 O Xc SILL HT 30 SILL T. 44' LUE SILL HT 44• R.O. GO I/2'X4'O I/2- -v M S T R I R 816 1/4'X p _ \ BATH — I o v2• it nO� \ 2-4 2-O n I ? o 0 0 UOCm — — — — — — — — — — — — -> ( iO DW ( I ACCESS � � T X MASTER BEDROOM / PANEL 1 ° — — — — 1— — — — 2-o MSTR 0 KITCHEN I ( DINING ROOM C4 ,T 18'0' X I2'10' 13'0' X 8'L' NO is 'v / BATH Q p II'O' X 9'9• I I �OF / 5'-0' 3'-4• 1'-10' Mr-= -� SHELVES C;-j UOCN / 3 l I/2• PWDR � _ _ ° / UTILITY/ _ a 1 2-L c1s4e ° R.O. I'L I/4'X it / 2-4 PANTRY , - - - - - - - - - - - - 4'01/2• ° h E 15 IR D • 10' A DN .i I I 2-o I r ARCH I / AB As X SITTING UP II m � 2-L 0 5- �� '-G I/2' 3'-0 1/2• IOr AREA POST L'-to In — — — — — — — — — PANTRRY/ s'c x 10'0• — —•—� uTl I�Y > mr 51/a• PosT 2-L ij Is LIVING ROOM >tu n UGC X 9'-4 V2' I/2 W L 13'-0', 2XG WAL 2XL WALL — D V N'9 I/2' X 14'4' Q 10'-2' V-2' O d1 H �x �a - FLUE — — — — — — — — — — — — — — — — "x Bw O CHASE n�nrv� :r a 0 MASTER \ UIY '" KITCHEN p BEDROOM I4 RIS RS • -4 \ 1 n -a° It's, X 10'0' 13'4' X 13'0• PIIS�DR LIVING: ROOM 9 \ N � i QLo N. 2TO• X ITS' MBU3L \ 10 1/2 WALL UP \ - - 0 0 ` 3'-I• L 5'-l' ` — — CVD3048 2-G _ LEFT HAND .O. 3'3'XL'8 1/2' CVD3048 2'-3' LEFT HAND DN • R.O. 3'3'XL'8 1/2' 1 2'-L 1/2' V-4' L'-1 1/2• r put 1/2 WALL x0 n li 3' -Qz i CC2848-2 CC3448-1 Avmz "' cr 1 CVD3080 - R O 4'9 l/8'X4'0 1/2' R.O. 3'O 1/2' r LEFT HAND 4'0 1/2• VAULTED I I I 046-1 R O. 3'3'X8'0 1/2' n ENTRY U ! 8'X8' POST Uoc� J 1 AC4820-2 AC4820-2 DINING DECK 0 TWO TRAPS R.0.8'O 1/2•X1'9 1/4' R.0.8'0 1/2'XI'9 1/4' 11'4 1/2' X 12'0' 22'L 1/2' X 8'0' H.H. 3'0' H.H. 3'0' I I SAME SIZE AS OTHER UNIT W/ TRAP ABOVE W/ TRAP ABOVE y 1 1 A H O 'r 5'-1 1/2' 8'-0 1/2' h-8• 8'-0 1/2' V-3•v r I CC2812-1 R.O.2'5 1/,'XL'O 1/2• J o DECK H.H. e'o 1/2• ./ L CCPGOl2 ' R.O 5'0 1 O I/2' 1/2' H H. e'O I/2' 8 1/2' 8 1/2' O 1/4' V-3' 3' V-3' II' V-0 1/2• I- 15'-L 1/2' L I'-6 G'-0' IS'-G i/IP L'-0 Vic 2'-11 15110 L'-5 9/IL• V-O' 1° 21'-L 117 12'-5 1/2' 40'-01 SECONDARY Town of Vigil Marketing Area- 119.382 aq ft Aflnmr! nnnv PRIMARY SECOND LEVEL Marketng Area- 1504.31G aq It LOT 2 2 DUPLEX SCALE: 1/9" = 1'-0" 1874 GLACIER COURT VAIL, COLORADO DAUPHIN AlS—MOSELEY CONSTRUCTION ~ 9 MARCH 1995 A2 eo'-r 40'-0' I' 40'—O• 18'-5 I/2• 9'-4 1/2' 12'-2' 5'-10 1/4' L'-3 3/4' 11 1/2' 10'-4' 3'-5 1/2' 24'-9 I/2' 5'-4 3/4' 4'-11 1/4' CC28�5�2-3 1�1 H.� 704/8'X4'5 1/4' CC2660-3 ' R 0.1'2 5/8 5'O 1/2' 71 H.H. 8'O' I t I I N I - - - - - - - - - - I - - - - - - - - - - ( BEDROOM � I I W FLUE CHASE i X 12 � '^ II'8 1/2' '10' B'� •_5• wI= ° BEDROOM I ul= 2 o ly I z l0 9'10 1/2' X 11'0 1/2' I I 11� I zn I I 2-L i 1/2' L 5'-3 1/2' 2-L 5'-8 1/2• � 5'-8 1/2' m I 2XL ALL I I ml n I/2 WALL I i I I I I DN _ n i A6 I "' I I I I I ,•_�. : m DN I AS BATH 9 ul BATH O 2- it 3 2—L FLUE 3•_I. m I CHASE , I 0 LINEN 04 n 0 cr n LINEN n 3'-1' V-8 1/2' I I II J - - `n I I ROD t SHELF 9'_9. — — I L-0 BI-PASS — — I I 3'-I• 2-L BEDROOM I 3 0- I - 9'10 1/2• X 12'11 1/2' n I W l t I I ° • I I � BEDROOM - ° - - - - - ° ° I I 11'1, 1/2' X 14'0 1/2' I N — — — — — — — — — — — — — — — — — — — R.0.1'2 5/8 5'0 1/2' H H. 810' I — — — — — — — — — — — — — — - � / I KNEE-BRACEI 1 i II I I \ H.H. '2 8'X4'5 1/4% L'-2 1/4' G'-3 1/4' 5'-4 3/4' 4'-11 1/4' 3'—II' 21'—G I/2' 12'-5 1/2' 1' 14'-3' 25'-3' I , w SECONDAR" Marketing Area- 513.14 aq ft PRIMARY THIRD LEVEE !IbWn of VNH Marketing Area— 1,95.422 aq ft — OFFIC , SCALE: 119" — I'—O" LOT 22 DUPLEX 1874 GLACIER COURT J , VAIL, COLORADO DAUPHIN AIS—MOSELEY CONSTRUCTION A3 9 MARCH 1995 ' e • • t� 5 1/a' BEAM TYP. 12 COPPER CAP COPPER CAP 2X8 2X8 ASPHALTS NGLES 8/12 \ / \ KNEE-BRAG ` STUCCO IX8 CHANNEL LAP ' SIDING STUCCO - ?k ° STUCCO 9 2xe 2xa 2X8 1 2X8 two / \ 2x8 2x8 2xe 2xe , -� LAP SIDIN / \ \ \ \ 31 EM : 2X1 -rYP. • 2X12 DECK 2X10 DECK 2X12 ! 2X8 L 2xe 2x8 2xa 2xe l ~ 2xa 2xa / \ / \ STUCCO. 00 oe $TUGGO 2XIO 2X1 2X10 lull SECONDARY Town of V8d low PRIMARY SOUTH ELEVATION LOT 22 DUPLEX SCALE: I19" = I'-O" Y 1874 GLACIER COURT VAIL, COLORADO DAUPHIN AIS—MOSELEY CONSTRUCTION A4 9 MARCH 1995 A8 COPPER CAP 4/12 SPHA T SHIN LES I S 1/6' BEAM TYP. ' r m 0. \ j e 2X8 2X8 2X8 2X8 e / / AP SIDING" CHANNEL i DECK "' 2X10 e 2X10 2X10 0 e 2X9 3 3 f i STUCCO ' STUCCO L- 2XIO I' 2X1 TYP: STUCCO _ t'f ` \ 1 4 A8 SECONDARY Town of Vail OF 1cp- COR EAST ELEVATION SCALE: 119° = F-O" LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLORADO DAUPHIN AIS-MOSELEY CONSTRUCTION A5 9 MARCH 1995 5 1/8' BEAM TYP. COPPER CAP 12 F / 4 12 4� 8/12 COPPER CAP 2X8 2X8 ASPHALT SHINGLES ool ol / \ ' 8/12 , / \ \ / 8/12 2X4 TYP.. ' STUCCO ' 2X10 t y IX8 CHANNEL LAP SIDING 2X8 2x8 2X8 x 2x8 2x8 a 2x8 2x8 / \ / \ a / / \ / \ ' 1X8 QJA NNEL LAP S112INQ CD 2X10 11 2x10 2X10 Ln • 2X8 2X8 2x8 2xe 2x8 / \ / \ 2xe / \ / oe STUCCO \ / \ / sTUCto ' 2X10 ; - 2X4 TYP. f SECONDARY PRIMARY 'own of vd N: rinpv, FORTH ELEVATION s� SCALE: 1/9" = 1'-0" LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLORADO DAUPHINAIS—MOSELEY CONSTRUCTION 11^ 6 9 MARCH 1995 r ' AS ASPHALT SHINGLES 14/12 COPPER CAP STUCCO IN T \ \ loll _ • 2X1 TYP 2X4 TYP. STUCCO . O 2X10 DECK 2X12 i 2X8 1X8 CHANNEL 'S LAP SIDING r ' T R 0 tC 2X10 , AS • PRIMARY Town of QUEST ELEVATION (ArF E C SCALE: 1/9" = 1'-0" LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLORADO DAUPHIN AIS-MOSELEY CONSTRUCTION Ary 9 MARCH 1995 r 6 1 II II i it 11 — — — — — — — — — — — — — — — — — t I / II — — — — — — — — — — — — — — — — — — � T- - - � / BATH BATH \ I I I / 9 3 NIA LWAY \ II I I 11 9 1/2 TJI'a O / 9 1/2 TJI'a i 4 SITTING / UTILITY/ \\ \\ s \ AREA / LAUNDRY NSTR T \ PANTRY/ \ LIVING \ BEDROON ED LAUNDRY I — ROOM � " \ CLOSET f \ / / I II n 1/81 TA's 11 1/8 TJI'a II 1/81 TA's co m N \ / I BATH i ENTRY / ; T 2 FANILY ROOM CRAWL—SPACE O ACCESS / \ \ GARAGE LL4' SLAB ON GRADE II 1/8' TJI's II 1/8' TA's CRAWL, SPACE CRAWL SPACE Town of Ved OFFIC SECTION SCALE: 1/9" = 1'-0° LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLORADO DAUPHIN S-MOSELEY CONSTRUCTION ^ Q 9 MARCH 1995 1 iU 14'- - - - - - - - - - - - - - - - - - - - - - --- 8/12 - - - - - - - - - - - - - - - 8/12 8/12 LL 8/12 8/12 4/12 8/12 CHIMNEY CHIMNEY 4/12 L - - - - - - - - - - -- -j7 - - T - - - - - - - - - - --- - - - - - - - KNEE—BRACE cr V-3 11/3 2' KNEE—BRACE — — — — — — — — — IF— — — — — — — — — — — — — — — — — — — — -- -- — — — — — — — -- — 10 7-0- Tovm Of veil ROOF PLAN LOT 22 DUPLEX SCALE: i/�" 1'-0" 1874 GLACIER COURT VAIL, COLORADO- DAUPHINAIS-MOSELEY CONSTRUCTION A9 9 MARCH 1995 a1 ° P u4fiil 1�' _ _-- To I boo -o �► �' 51�p IF471oo-o Tau 100 .0 C Y-p 9 4 Vr ir Ik -0gN t4 1 Pa t4 , f -7 ; ILI \F,54, 14 CA I?- — IL, \It I pl=y*t N o to z I 00 G�,SQ, �C. _ �` ' P►i+p 'Tn it a `„� ; I .c� /,a, MG -� 3�t3Qx � � T � SSE T � _ I.A I O1, - 3 x �� L x �! tp y1 , -- ow Tovs - K _ I `- 'Togs 00.0 To -rd -, a �� t l Ter Tow �� "45 y I t 71 �. ST6t'i 1.1A�L ST-t r — -toy(' • �s�� s��1to� �� -1 o � ts ppwi4 0 oil Co Town of Vag ro,(2 u C r 5'( 'R• I 'fit t4 e4 S 04 fZ L- pj X C9 1!t-It s1j; '�f� co, e1g I LOT 22 DUPLEX 943 ¢. rx,¢6dc r dr. f l,� P�f�T 1 v H I oa-2/ t:iCc r-JT fa�z �j P� �i 45 -5 LA 5 1874 GLACIER COURT crossroads shopping-cehf r .0 - • - s �{�f S ��t� �1�N 0o,�,�� I N L I�,I„1 o VAIL , COLORADO - w�aii;`cx�larodo 89657 A r 11157) I�i� �ic Jo l 5T� P%vc.A ce N T -M3/476-2970 rt� � 9S �, �Ls , �N DAUPNINAI -MOSELEY CONSTRUCTION - �z t� 5% , `t 159 R $BUTS C 0 fG 12 MAY, 1995 "1'aP o"F 1 T N�1 t5�ZVaI I o H 4912 `� b w � 1 • TN � �� 14 0 UT - I f 4 • / I 1 r i 1 e ♦ v\ • _ . Ao b I + X ` `N1 + . VA r , . Val tit ti do - - ° )4 15 TA tf ,ti ,\ y,�a 4 _ OK M _ N , ti• , *T/v L 3/.► y I I Y6 1I= � - In N ti ,ti*4 ti} r �z o tkLp /400�� 0 2 x V r ° Town of CE F&k ELI H C4 ELLN f o LOT 22 DUPLEX _ _rx�yiQ Qngira¢¢ring,..�ric. I N�.I CookT C4 ill/$ - t� j/ 1� Lq )(p t� a�G . U I-� �, 5S �`IU°1" t2 !� ► W ¢: mewv, dc• 11874 GLACIER COURT crossroods stopping-center � Lu �Xl� to 1z W� l Lo, �'S A lep 3 -2X 10 �! N LESS f Or(-1UPIeWISM, ,VAIL, COLORADO' ' vail, colorado.81657 = ,- ;�/A7�2170 . . r _ _ _4 - DAUPHINAIS-MOSELEY r CONSTRUCTION - 12 MAY; 1995 $ . I , )p \` z r_j t. t ti .tip ti 9yZ �r �,� �• - yL r�. H-&L , tK - In 2°I 'fY Q - 1hV r w\ i 1r X ! l �, �� , d �►a"�l _ k �, CA L;T co IV/ �,o Ibfs Co '°f�/L A vll*p �L p � LZv(5 s � � ~1 I rye Town of Vail , I kxt¢ ¢ng,n¢¢angr,inc. _ aT q /i •rJ I�1 yi �o(s fi A L f2 �,�, LOT 22 DUPLEX 943 ¢. m¢cadow�: � ;. . , , �v� }�'�;A��'� �� S •Z� I o �l,N n '' - cbssroc ds shcoong center 1874 GLACIER COURT voif,Colorado 89657_ . .303 a76=2�70 - ` ` _ - - VAI L, COLORADO DAUPHINAIS-MOSELEY: CONSTRUCTION , 12' MAY, 1995 . W s J x � A V1 j 1K 4- �� — - J• �, J ��4 T v_ 2 x ptl logo Lee IL Z �v a� ti _ •2 1 2 1'Z 2 wilf.10 I,l�s 21c�2 2 �'� N Y V OL Av. cop 2 ® 2� �2 � � �t1y21�-2 � � ,SO 2 I c� �� 4, � • 2f It Z ti ly _ _ 2 IZ Q. ti i ` T®=of Fall = LOT 22 DUPLEX ' /��' 2 1874 GLACIER COURT bcyyrl¢ ¢ngin¢¢ring. inc. ..r VAIL , COLORADO - X43¢, mj dr. ERs L� �► 5s NAY r � w Is " � shopping'c¢nter .`2 fit,? O/C� � DAUPHINAIS-MOSELEY CONSTRUCTION ,,,r,►t, cotcxado 81657 .�--�}� I1.1D i G��{ S U S — 2y` D µ tl It • 12 MAY , 1995 S► 4 303/476-21,70, 10 h- �,,� P+lei., r` .. ..` Y , _t t.' r r�_ =.'. - i , ' ' r ._ = - L - `.w....wF_v •„ . - - - h r a '-_ a • _•• -' a+ r". �_„ - -e „ r ` `s _.r w` ° . tY T'h "F----wr-t , n .•r t v r.. }_ , v -..r.� _r....--4 n-.e.,-,w j' - -.... ..-.n Y-..r..e->4. -r ems.• f-r __ _ ,_ , y r_ -_e .. , • r _. - a ' . _'_ , _ - �� - � "� -� � - �" � � -�CId"dM.�.B.�Z'o.c.-;r •._ _ ' � „ - , � - ;�z - ` _iy>_ . _, - . . , _ _ _ _ '.: _ r f _ ° , E 12-"expansion material _ _ . .,- w ' .`•,i ; _ _ 11r'dia.A.B. 4',e.c. V2 "dia.A.B.@ 4'ox , Bot. #41 B"o.c� s 4"slap _ a - , 2 85 cont.top g bot. ; _ 20, 5. I�r",o t: 4"gravel-- 0 2#.�1 cant. _ ° toir&bet, 5, #4 Z4"o.c. N Boar stab over _ b __ ti"' wall W#4 dowels plan- , . ._ f y _w = �� r?� ti _ _. ;y` '. �, - _@'24'on center" at AISim' 3'-10"' y< floor 12 7t8" 1#4@24- � > r • ♦ ' l� .r . 1S u• n /-.. e -.. , _ , .,v.r h - i £'r- J .. t_ + -_A. .. _.w _ . ..-. r s r..+. a w .c_ .. . - s _ _ _.. .. -. .,.- _w r , = Zx D ledger+� 4 m • i s.. _ w1,11Z"diar.'x 6112!"° $" cxlr.,obits �4"o i `:L - . . Y •' ' 2#5 Cont. _ - J i < { a _ "' -. - •v1I 285 Cent.' , - - « 7. ;x� "�N` _in-�, ��\,R.. • .. _a.. - -..t; " _ r , I a 4..'5 _ N N N r` - _ rr . _- <. 1 -Q', 4 dire:perfara�tedP�IC �* 18 4 8 4 N drain irri`x 't` rairet Fi' - ` • ° "#4 l G'iu.c. 4 dia.perforated PVC T ' - _ and filterfabric. framing drain in'1`x V gravel and ; . r r filter fabric t _ _ } w - H , n . " - v 1 < . J .Na st�li Section A r P < No Scale _. dia.perforated PVC_ - _drain In V x 7'gravel 4 k , &filter fabric to daylt. . r Section B _ No Scale _ 1 ... - .,+ n -`-' '~ ` y .� �h' -' � . + + -' 1 , , � f .—._.r._-..... _- . _ 4r ro r.,+. _ ,_ , � • � r« Ya , �` t , a-- t_.- 4t ° .F , ' 0..a.; _. � _ ` .. , L _ -� •, _ ' ' t ' a _� . � , 'a r a �,. _> '•^--T��.a.�k.-w_ F ,. _ .. =.. ' _ f -- �- -,` _ __ i _ _ _ _ ..,r.._ . r v ., a �...,. .> r- .a." 3 ' _ -� l `f -- ' - `ei 4 < < ' , ,. + � - _ ' _ _ . i1 .I expsns. mat'1 1M,expans. matt, - « Mote _�.. i ' ., .-.. - �- _r- Y ,' - r � • ` - � t` .a . g ' ,. , ry ' =� Y - µ `s lob ° _ Vslab et FlSim -< ;ar e l be�i'designed to meet,dw requirements of the 1991,ilnifonn Building Code witli= { ] e s as�by the Town of Vail. ,` l it oinlasions of conflicts between various elements ofthe i�orlang`d�awings and/or'specifications shall be tti the at nt#oo,o e St<vctura� Engineer before proceedng with any work involved. "Me,- w - 2 x 10 Ledger-Set 1` rate al Contras s verify ail dfitnensions arld conditions at`Ihe job site and shall be responsibly for the, Framing Plan - toils, ttc nigt�M sequences And procedures associated w1h this mect. �oio,lee shall` ' ^ , r 2 t#5 coin; - , ?�5 cont.,. a !ts tc for�COOedituidion of all workana materials includuig tlnse•finnished by subcontractors,, T- he --toy-&bot."' top&bet. = 1R"dia.A.B. 4'u.c: a be contacfed'during`the cbnstiuctf&Ehase''tb 'make' the olr'.sita"inspection;"', #4X24"o:t~ N y° ,° - #4 @ W o c.1W. t<r confttm that the actual field conditions are consistent wilt the design assumptions arid'that the x 6 ' 3'°1 D" e is proceeding according to the plans and specifications. r J �yI.oadsl.Jsed in Design. ' x s-- .._-. • _, r� _. [x ' + a r _ w_4Q .•-m` n 1 m F 'i . �+ . t - , _ r. 1 v - " n Fe a _r » TY < ^� Y-. - t _ « • ` .. N -{ � _ 4 rn _ . Dackr: :"125 psf y 24 e D - - E"gotiU y Zone I VBC $ ' a - w L 2 •#5 cent. gt1 mph,-Expositre B" . s Section �D. - f*oundatictri desigd far this residence is based a published bring capacity afbil0 psf, The Soils , - 26 cent, * �° - cost. ` • __ Y` r slial�lie cnt6icteil during"excavation to inspect the site andr ► that cotcdrtrons ate consistent __ _ '_ ' _ _ T _._ _ _ L G 1'-lp' ;_ ✓No Scalt yvith the rust soilsir�v on. Tbo General£oit a should rev' q�� S►.w.�� odg estigati tit levy tlse oils ngineer's repbrt and '4�dia: perforated PVC Mow its reco boils for excavation,beckfilling,grading and 4-Anege systems, . n '_ _ drain tri i'x 7'gravelaantt _r - w_� Section filter bric ~, action E' a , ° No Scale - _ - _ No Scale; - , i-4 r_ _ "_ - ___= - -- '` J ___ - • �` ' a.r.,... T�.,._+• a.'.,.«v_�,,v i_y.._.«-...-..r._-.,�-,._.,,u < . � _..x. .__ r._-n_ -0.= +•..� cr i' n- r - • •_ - . ... s- �_ ` ,., .. . ' _ , . _ , •n....J�...__r-.._ a _ , � „ � _ .. _ t�1 C #tOna - - - All`miao-lariv,to be manuf ed'by-Trus Joist MacMillan-and conform- to the ,allowable stress - _ requirements fora l.3/4".I.SDFMicT-PimLV>,.. r ' " Al1.TJI joists to bemanufacimed by Trus Joist MacMillan: All Glue-lmn beams to conform to the' bwal?le'stress regt�ireiitents for a F24-V4 combination beam. All connection hardware to be by The Simpson Company. _ S All roof decking to be 5/$"tU-£Eict-APA J* 6 gl}fwood.-Nail-Mtb-10 d @&'o.6--at panel edges and @ _, .All,floor decking to be 3/4�C-D invAPA 42M.T&.G piywood,.Gtue sheathing to joists with pL400 and Tb=�Vq A I ' „ _ - __ _ - • _ ; 'nWl with 104 @ 6"o:c.-at panel des and 12'`a.c.in the field- ._ {.... w _ _ All wall sheathing to be 1/ "oriented strand board "Nai'1 with 8d @ 6"o.b�at panel edges and @ I2"o.c. _ - - - . : r _ F ICE_C_f 1'IE,�IE1Q�FiP1C�, ir�G, .-_ ` ' -- - , �"a All concrete to attain a compressive Wength df 3000 psi in 28 days. :943 ¢. rriOacnr ck... ^ ° T LOT 22 DUPLEX _.. °,. ._ - All reinforcing bars to be Glade _ � tt�ssroads shoppirag.e¢nt¢r _ . tAllsteel lconformtaAS 'AS6apecifcatioi . = 18,74�,C�LACIEVCOURT ' vC]il, COIOrC>d0 $1b5T - _ All:tube steel columns sTisif ronf'orm to ASTM A4�41 specifications. _ 476-217f} '- c Alt steel bobs shall_coi6rm tb•ASTMA307 specifications. ifA I L, COL.ORApO- /- - µ F {DAUPHINAIS-MOSELEY. `CONSTRUCTION °12- MAY, 1995 S5 ' l8'—I• 40'—O' 3C—O• T-9' 12'—II 1/2' 12'-5 1/2' 2'-10• 38'-0' 2'-8' C—O V2' 11-0. 2'-9' G C—L 1/2' S'—il• 22'-5 1/2' S'-9• 9'-9 1/2'L L 11 1/2' 8'-3 3/4" a'—II 1/2" 2'-9 1/2' CC3452-2 CC3652-2 R.O.CO 1/2'X415 1/4' R.O CO 1/2'X4'5 1/4' ' H.H. 8'0 1/2' H H 8'0 1/2' in ' _ r CC283L-I Q = I CVD3080 I R O.3 O 1/2'X4'5 1/4' R31 I/ 1/Z� R 0.2'9'X8'0 1/2' I H.H C8 1/2' SILL HT 44' Q Z-L I ," LLT _ _.__ _ __ .._ .__ ._ _.._ _ _ w FAMILY ROOM BEDROOM a I ~_ 0 2—L 12'u yr x Ir1o' 2 m l 0 to 3-o SITTING o b Iro• x n'4• o o AREA 3—O I oc W/ I/2 LIGHT B A T H n I ' d � 94' X 8'9 I/2• a I ZTO B E 18' ABOVE � Z—O :, GARAGE FLOOR 2 UO[ � Fl_ ' W C- 1/2' C-0' ENTRY I J s 4'-0• W V-4 1/2' 2'-I' 8'-5 1/2' 4'-9 1/2' o 4 b n , 12 WALL a-O 2-4 PKT / L BATH I I I o 2 , I iv r J A8 IJ2-L 2-4 o N V. N 2X1. PLUMBING WALL XN o 0 FAMILY ROOM "=o STL COLUMN N'l I/2' X 14'I I/2' TO BE 18' ABOVE nOm ckl O GARAGE FLOOR 2-1. ualm p 4 i BATH { 2-4) q 3 0 F i ROD t SHELF 2—CAR GARAGE ;D — — — — — — — Marketing Area- 428.833 aq ft ►' F C-5 1/r 4'-1 1/2'-O BI-PASS —CAR GARAGE 2 ty I 0r -i.a_kme_t mg Area-e,-.a-.,.,1._20 3-81 aq ft 0 ,.— ...-..I I 2—O Ot 2-O n ISTL COLUMN IF NECESSARY BEDROOM a-f� 2-L 11'1. I/Z' X9'4• e-D OGARAGE_DOOR 9-0 H. GARAGE DOOR N i I .I i/2 WALL ENTRY , n LO n CVD3080 co R.0.2'9'Xe'O 1/2• UP 04 ;r C-2' L 3'-10 1/2' LA 11 CC352-2 amR.O.CO 1/ X4'5 1/4' H.H. 8'O I i SIDELITE ARCHED PATO 6&1 IT ul 9 CC3652-1 CC3L52-1 R.0.3'O 1/2•X4'5 IN' R.O 3'0 1/2•X4'5 1/4' H.H. 8'O 1/2' H.H 8'0 1/2' \ &10,4 L' C-2 1/2' 10'-0' C-3' 10 1/2' A415 10'-1 1/32' T-L 21/32• 10'-4 5 1IL' V-9 1/2' 22'-5 1/2' 15'-6 1/2' ® 28R ® 12'-01 1 38'-0' 40'-O' j la' r f �z dw'�' SECONDARY d� ' Marketing Area- 491.511. " ft 4 PRIMARY 777 Q o FIRST LEVEL � �Marketa�g Area- 849.214 aq ft ' A% — — �7 LOT 22 DUPLEX 6�g SCALE: I/q" — I' O" 8 1874 GLACIER COURT OIZ VAIL, COLORADO Zoo �17 0 DAUPHINAIS—MOSELEY CONSTRUCTION At 9 MARCH 1995 k t ' 80'-I• 40'-0' P 40'-01 V-4 1/2' 3'-0' V-8 1/2• 11'-1 1/2' 12'-9 1/2' 2'-0 11 1/2' 9 1/2' ' 10' 2'-II 3/4' 3'-2 3/4' I'-9 I/2' 2'-5 3/4' 3'-2 3/4' 4'-4 5/8' C-1. 1/8' CC3249-1 CC32AS-1 _ R.0.2'9 1/4'X4'0 1/2• R.0.2', 1/4'X4'0 1/2' RAC 51-1 1/4X3,11/4, H.H. 110 H.H 1'O SILL HT. 34' �• � � � C343L-1 2-4 PKT ( 0.3'0 1/2'X CC24 G-I OC2040-2 \ " 3'1 1/4' R.0 2' 1/21X3'1 1/4' R.O. 3'S l/8'X3'5 I/4' CC3448-2 o Xr I SILL HT 34' SILL T. 44' LUE SILL HT 44' R O. CO I/2'X4'O 1/2' �• MSTR cft Tq• _ \ \ BATH 2-0 I — R o`fir•X cvioota�-i-i \ r 2-t it I it ° I it � o 0 I i0 DW MASTER BEDROOM / / ACPANEL ° — — — — �'— 2-a MSTR to! KITCHEN DINING ROOM nIs o x 1210 13'0• x s'c• -�, �a BATH I1'01 x 919' I I 5'-0' 3'-4' 1'-10• rry / r-f. SHELVES Vp-j • 1'-s• 3'-c• PWDR n � Do�N / UTILITY/ ° — — 2-i CI848 / o - r — — — — — — — — — — — — R.O. I'4 1/4'X iv 2-4 PANTRY , /�, 4'0 1/2• MtA DN y'- ` •v I 2-O A8 x SITTING UP ARCH I m — / A8 • 11 2-i AREA POST -i I/2' 3'-O 1/2' L'-la — — — —r — — — r — PANT / r� 8'c' x 10'0• r aor 5 V8' POST 2-c ;f — — —I UTI1fl Y v LIVING ROOM > M UOC y 9'-4 1/2' 1/2 W L 13'-0', 2X4 WAL 2X4 WALL _ D 14'9 1/2' X N'4' Q 10'-2' V-2' O � F ' — — NIW �X 3a FLUE — — — — — — — — -- — — — — — — — p CHASE ✓ crib• io ° v- o OQ \ Vp:.J1IT n MASTER one °'" n KITCHEN p BEDROOM 14 RIS RS • _4 ;;n A. it iv b Ills" x 1010' 13'4• x 13'0• PWR " �, LIVING ROOM 9 \ � — — Oa 21'0' X ITS" �^ MBU3i \ I/2 WALL •� O UP \ - ` CVD3046 LEFT HAND 7_3. .O. 3'3'XC 8 1/2' LEFT HAND 8 -F1 LEFT CS 1/2' DN 2'-41/2' 3'-4' C-I 1/2' 9W 1/2 WALL Xa � irD M m 01 Ll e• r- CC2848-2 3• croGp in CVD3080 — R.0.4'9 l/8'X4'0 1/2' CC3N8-I ��tnx R.O. 3'0 1/2' r LEFT HAND 4'O 1/2• VAULTED I I I " •�Q R.O. 3'3'X8'0 I/2' ENTRY 8•X6' POST r I I I UO[N 'v i AC4820-2 AC4820 2 DINING DECK R.0.8'O !/2'X1'9 1/4' R.O.8'0 2•X1.9 1/4• 11'4 1/2• X 12'0' °D TWO TRAPS H.H. 3'0' N.H. 3' ' 22'i I/2' X 8 W/ TRAP ABOVE W/ TRA ABOVE SAME SIZE AS OTHER UNIT ARCH 5'-1 1/2' 8'-0 1/2' r-8' 8'-0 1/2' 3'-3•;;r 4' I I o i I 'r r-2 1/8' CC2812-1 R.0.2'5 1/4'XCO 1/2' b DECK N.H 8'0 V2' 2rC X 1014' l CCP4012 R 0.5'O 112'X4'0 1/2' H H. 8'0 1/2' 8 V2' 8 1/2• j01q 101/4, 3'-3' 3' 3'-3' 11' 3'-0 1/2' 11' N'-I• 8'-4 1/2• 15'-4 1/2' 1'-6 C-0 VIC _ 2'-11 151IG C-5 9/Ii' 3'-0' 1° 39'-i' 21'-6 1/7 12'-5 1/2' 40'-0• SECONDARY ! Marketing Area- 1141.382 aq It PRIMARY SECOND LEVEL MarkewV Area- 1504.311 aq ft LOT 2 2 DUPLEX SCALE: I/9" = I'-O° 1874 GLACIER COURT i_ VAIL, COLORADO DAUPHIN AIS—MOSELEY CONSTRUCTION n 9 MARCH 1995 Ai - V 40'-0' I 40'-0' 18'-5 1/2' 9'-4 1/2' 12'-2' 5'-10 1/4' C-3 3/4' 10'-4' 3'-5 1/2' 5 1/2, 11 1/2' 24'-9 1/2' 5'-4 3/4' 4'-11 1/4' CC2652-3 \ H:1 *0�/8'X4'5 I/1• CC281.0-3 I I - R 0.1'2 5/8 5'O 1/2' I H H 8'0' BEDROOM - - - - - - - - - — 11 - - - - - - - - - -� I - W FLUE CHASE i \ I O m L '^ (II'8 1/2' X 12'10' a .-5• \, co n BEDROOM a I ° I - U 1= 2 ° I 4 I Z I Z ! 9'10 1/2' X II'0 1/2' _ I I I 31u I I 2-L I I 2-L. 3'-8 1/2' 5'-3 1/2' - 2-L I ;e / 5'-8 1/2' Zh 5'-8 1/2 2'-11 1/2' m / m r 2XI WALL 2X1. ALL I \ Fv 1/2 WALL I - - 0 0 DN i k"=� / DN I Ae Ln BATH 9 BATH p 2- it 3 2-L I M CHASE 3'-I. 2-L it � � I i I LINEN n o o iv cr F � - I � Q' I ` o r LINEN n 5'-8 1/2' I I i -L in ROD t SHELF 9'-9. `n I I 4-O BI-PASS — — ( 3'-P I j BEDROOM N I U. I ' 9'10 1/2" X 12'11 1/2' m n I W 18 \ l ° b ( co {{ I I J I ° M ad I I BEDROOM I I V cr 1 ( — II'L 1/2' X 14'0 1/2' 1 CC2840-3 / R.O.T2 5/8 5'O 1/2' _ I KNEE-BRAG I I l II \ \ H O?82 0%8'X4'5 I/4% / C-2 1/4' G-3 1/4' 5'-4 3/4' 4'-Il 1/4' 3'-11' 21'-L 112' 12'-5 1/2' t' N'-3' 25'-3' SECONDARY Marketing Area- 513.14 aq It PRIMARY THIRD LEVEL Marketing Area! 1.95.422 w It LOT 22 DUPLEX SCALE: I19" = I'—O" 1874 GLACIER COURT ' i_ VAIL, COLORADO DAUPHIN AlS—MOSELEY CONSTRUCTION A3 9 MARCH 1995 W 5 1/8' BEAK TYP. ' 12 COPPER CAP 8/12 COPPER CAP ' 2X8 2X8 ASPHALT SHINGLES 8/12 / KNEE—BRAC 1X8 CHANNEL LAP SIDING ' STUCCO - STUCCO• �k9 2X8 2X8 2X8 2X8 2X1 / \ 2X8 2X8 2X8 2X8 IX8 CHANNEL \ JIL- 2X4 -CYP. 2X12 DECK - 2X10 DECK 2X12 • • t _ti.. �. 2X8 i 2X8 --_ - t • .� .• 2X8 2X8 .: •• .. 2X8 . ••• •' ,,• • ' •• .• .. 2X8 2X8 oe \ / !)T Ga \ / 2X10 0 _ • •. • . . ' •. axe•` . ' �"• `, ." , • j� 2X10 t SECONDARY PRIMARY SOUTH ELEVATION SCALE: I/9" = I'—O" LOT 22 CUPLEX 1874 GLACIER COURT VAIL, COLORADO ' DAUPHIN AIS—MOSELEY CONSTRUCTION A4 -9 MARCH 1995 { AO COPPER CAP 4/12 SPHA T SHIN LES 5 118' BEATS TYP. ' r W ' of I 2X8 2X8 2X8 / IX8 CHANNEL 2X8 ` LAP SIDING T ED DECK 2X10 •.. • � � � - •• • - °,e , • .• �n - 2X10 2X10 p 2X8 ; 2X8 i oe STUCCO STtjCCb 2X10 2X4 TYP. 3TtiCCO SECONDARY EAST ELEVATION SCALE: 1/9" = 1'-O" LOT 22 DUPLEX • _ 1874 GLACIER COURT VAIL, COLORADO DAUPHIN AIS—MOSELEY CONSTRUCTION n 9 MARCH 1995 1� _ R f 1 5 1/8' BEAM TYP. - COPPER CAP - 12 a.. 4Q 8/12 COPPER CAP " ASPHALT SHINGLES axe 2X8 18/12 \ / e/12 2X4 TYP•, - STUCCO 2X10 2XB v 1X8 CHANNEL LAP SIDING 2x8 axe loll n axe 2x8 \ ® / \ 2x8 2x8 / \ool 3'-0' o / ooll \ / / c e C4 2S§ AN EL h6F SI IN 2XI0 2X10 2X10 QD 2X8 2X8 La • 2X8 2X8 / \ / \ a 2X8 STUCCO 2X10 - \ \ / e \ \ / e srUC60 • aX4 TYP. SECONDARY PRIMARY NORTH ELEVATION SCALE: 1/9" = 1'-0" LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLCRADO DAUPHINAIS—MOSELEY CONSTRUCTION ^ 9 MARCH ' 995 �� I fr ' A8 ASPHALT SHINGLES 14/12 MCO rl . STUCCO ool Ile \ 2X4 TYP: 2JC� TYP. ,•STUCCO i 2X10 DECK 2X12 2X8 2X8 ao 1X8 CHANNEL LAP SIDING ` • € i O 2X10 — — — — — — — — — — — — — — — — — — } AS PRIMARY WEST ELEVATION SCALE: 1/�" = 1'-0" LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLORADO DAU PHI NAIS-MOSELEY CONSTRUCTION 9 MARCH 1995 A7 II _ II II II / I1 - - - - - - - - - - - - - - - - -1 � - - i BATH BATH \ I I I g 3 NA LWAY \ II II 9 1/21 TJI's O / 9 I/2 TJI's UTILITY/ \\ \\ SITTING / LIVING LAUNDRY MSTR \ PANTRY/ ` — ROOM / AREA BEDROOM LAUNDRY \ CLOSET / / II h 1/81 TJI's I TJI's 11 1/8 TJI's N L LA \ 1 / \\ / BATH � FAMILY ENTRY / 2 ROOM 1 0 ACCESS PACE GARAGE \ I 4' SLAB ON GRADE 0 1/8' TJf a II 1/8' TJI's CRAWL, SPACE CRAWL SPACE SECTION LOT 22 DUPLEX SCALE: 119" = 1'-0" 1874 GLACIER COURT VAIL, COLORADO DAUP,HINAIS—MOSELEY CONSTRUCTION n 9 MARCH 1995 A O 2'-O- V 0 8/12 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . I - I I n• c I > � I 8/12 r I I / � - - - - - - - - 8/12 _ I I I 8/12 oo>t I I 9/12 8/12 8/12 I V—o' CHIMNEY CHIMNEY 9/12 13'-O• - - — — — — — — — - - -1— - - - - I I KNEE-BRACE O b- I ;. 5'-3 11/32' O in - r KNEE-BRACE ( 7 _... - - - - - - - ..0 T - - - - - - - - - - - - - - - - - - - - - - �I ROOF PLAN it o SCALE: 1/9" = 1'-0" LOT 22 DUPLEX 1874 GLACIER COURT ' VAIL, COLORADO DAUPHIN AIS—MOSELLY CONSTRUCTION n i 9 MARCH 1995 c r' FANGER RES Lot 22 1874 Glacier Ct Vail , CO 3-2"x10" Header wall framing - 2x6 DF 16" OC Mt Prehung door unit Cr) with sidelites pressure treated bottom plat 1'4 1'4 1'4 5 9" 1'4 1'4 1'4 1'4 1'4 Framing lumber to be#2 Doug fir or better Wall sheathing-7/16 OSB Floor decking-3/4 C-D/T&G plywood 1a'-r � j • 4'-O' ' 3C-O' t ' l'-9• 17-11 V20 I7-9 Vr 7-10' r �• 38'-O• 0-0 Vr r-O' 7-4- V 9-4 Vr S'-ir 27-51/20 5'-9• 9'-9 VY I Vr W-3 3/40 7-111 Vr 7-4 Vr R x CGO 1O0 VrXVS V4' �O.0 =4'5 V4' H.H. 8'0 Vr H.H. WO Vr it — ^- • I I b • I R� O CC362-1 3o.75 -X e .T'rXXWO Vr R.0.3'O Vs'X4'S V4' 1 V1• I H.H. i 8 1/7 SILL HT 11 a � • 4 � I s-L � I 2-4 � t FAMILY ROOM BEDROOM ' _ � 2 Vii • � rrll 1/2' x 1710• I rro• x W46 o SITTING • t= 3-0 ( cc W/ Vs LIGHT AREA `� �� TO BE 18• ABOVE BATH 9'r x e'9 yr v I GARAGE FLOOR 2 ' � I to r- yr c'-a' 2' I ' S ENTRY 5'-4 yr 7-1' 8' Vr 4'-'f Vr / . Z WALL 2-4 PKT 2X& WALUL 2-4 B 2TH l- I 12 I N I A8 2-i s-4 I xI i 3'-r o ;• A8 v ' L K AL o �. •• �• n _ Xn ° FAMILY ROOM ;'�o STL COLUMN H'1 Vr X H'! Vr nom ` ' TO BE IB' ABOVE �r GARAGE FLOOR s-i BATH �tx= n s-4 3 b in 2-CAR GARAGE �► i t _ ROD t SHELF ` a `D KwkatvV Area- 428.833 p ft 2—CAR GARAGE � IL-0 BhPASS 9-5 V2' 4•-11 Vr 4'-1 Vr $ - Markatap Area- 420.301 aq ft ss-O f _ LL COLUMN IF NECESSARY j BEDROOM 42-t Cr s-4 B4 V2* X94• 8-0 O.H. GARAGE DOOR 4-0 O.H. GARAGE DOOR l t s l I i I I 1/2 WALL n ENTRY ' P-0.7TX8'O Vr i 1 Community S C Vr Cc3css-s �, u Neaith Firs _ HR-OXOOV 4'5 V4• I- Q ,- y < b ,,Moved Q Q ` PATIO oc '" I ARCHED Uemed Q W OPENING t Validity pf Permit 9' R.O.WO Vrxr5 V3• R.0�.3 o Vrx4's V4• 9ec. 303 (6) 19 U.S C. H.H. s'o Vr H.H. e'o Vr ' th3 tmance-or granting of a permit or appti of pugs and • specifications shall not be caosblW to be a, for;qr an approval of, emq violation of any of the pmvi .c#-.this code �J 10 V2' or of any other ordinance of the jurisdication issuance of 0-2 Vr 10'-O' 4'-3• a ••ur ' to-I V3r r-c 2V3r �. 4 s/,c � � ,....mil Cased upor►plans, specifications aner data s at'3'-9 Vr 27-s Vr not prevent the building official froftl'thereaf r requiring tt� . ® sa�' ® � �� r • , ' 3e'-o ��." i tans°s fica ons and oths 40'-0- UATP,°v `1 '1e'-r SECONDARY = - _ 1taAcstr+0 Ayer 49't51G q h PRIMARY. - FIRST LEVEL �• Any 8411.",4 aq ft � � S mb � LOT 22 DUPLEX . S1 SCALE: IAU = It_0„ 1 � 1874 GLACIER COURT vI 6 VAIL, ,COLORADO Al F I" 400-0' • 0 2' G C --w 39-0* 'r-4W-11 Vr. r-s Vr w r ` 38'-0• 0 � 5'-� Y r -4 V r-O Vr r"O• r-4' 0 r-& Vr 27-S V4 V U Vr 8'-3 3/4' 7-1 Vr 7-4 Vr oL• 0-x)1115 CC362-2 CC3652-2 LOW0 V2'X4'S V4' R.O.L'O V2*X4'5 V4' H.H. 8.O Vr H.H. 8'O 1/2' S z { CV0309'X�8'D Vr CC3{S2-I SILL HT 44 I H.H3'O 2a 4'5 V4' 30'1 V�V�' x R c ' '` FAMILY ROOM L BEDROOM Q I 11 b► 2 I " 3-o SITTING I o� ,At an Vr x trio' rro• x q'4• °o AREA ? ! of wi V1 LIGHT BATH 4'4' x 8'4 Vr I . • I TO BE 18' ABOVE l GARAGE FLOOR 2 I !: ion Z-O •• otro A �,,,, I I r. 4'0�!t } s-� r- yr r-o' 2' I ENTRY �,► -4 V1' r-r 8'- Vr 4'-4 Vr / V'' 2 WALL, 4-O 2-4 PKT BATH I• �' _ 1 12-4 1 a UP— t M L n� FAMILY ROOM so C S COLUIIIt H'1 Vr' X H'1 Vr TO BE 18' ABOVE mG VI •x R� GARAGE FLOOR 2.4 U�= BATH I = 2� _ 2-4 3 2-CAR GARAGE � - ° ,� $ ROD t SHELF _ tlakat g Are&- &28.833 p rt c' iv Vr V-11 Vr 4•-1 Vr r-5 r -O -PASS ' 2-CAR GARAGE 4 BI a s-o frkea Area- 2038 r s-o ISIL COLUKH IF NECESSARY BEDROOM s-f M0110 1/2- S = +� •� r `` s! �' //!`. r N`4 Vr X4'4' 8-0 O.H. GARAGE DOOR 40 O H. GARAGE DOOR j I I 1 ! Vs WALL } Y .T:., rf'" ENTRY `*'t I m R.O.r''X8'0 Vr O 3-O U n t V I 1 GUnununitq r ,� • a �� s �A Health l=ire — 'r P RC.O. CO VrX4'S V4' t"• G'1 H.H. 8'O Vr z o �DEOVed 1 ss ARCHED Uenled �= I , PATIO OPENING `r su , _ M DQ i $ec.303 (c) 19 U.B C. /"4.5 V4' �.o�o V"15 V4• 1 of plos and H.H. a•O Vr H.H. s o Vr The imance'or granting of a permit or appro an spectflcations shalt not be construed to be a,• rmft Pori c de approval of, any violation of arty of the pwvlsl nio#;this code 10 Vr or of an y►other ordinance of the jurisdication. he issuance o1 r-z 1/7 I08-00 r-3• a;.wrmit based uport-pla ns. spectticaGons and they data sham I 3-4 • f ereaf r.requiring ft offcial frontth na:prevent hbuilding arts` s fca ons qrd otha ' '-5 Vr O' 4 5 &1O`_1 V37 r-s 21/37 Vs 380-0' data- $&' / - • _ OATIF-,, 40'-0' k Ir-1' SECONDARY �.� _ _ _ 1'Iarkse,nq Are,- 49'L5'i&,q f� • , PRIMARY. FIRST LEVEL tl.,tOM Anew 844. 14 w ft LOT 22 DUPLEX SCALE: 1/1" = 1'-0" offleve Copy 1874 GLACIER COURT VAIL, ,COLORADO j ZIL-L I y , 11 i • j I1 1 II // BATH BATH \ - - - - - - - - - - - - - - - - -„- _ _ � 3 NA LWAY I I I 11 11:117 11 11 1 1 r- ----- • \ II 1% 1 TJPs IL Iq V2 TJI's SITTING UTILITY/ \ I AREA / LAUNDRY MSTR \ , PANTRY/ \ LIVING oo BEDROOM LAUNDRY ROOM / \\ CLOSET / 11 / _ q l/8 TJI's N 7/ TJI's II l/e TJI'a w � \ BATH i � i � ENTRY / I 2 T FAMILY A AWLS PACE i 0 Zr \ ROOM GARAGE • I `s a 1 4' SLAB ON GRADE N 1/8• TJt•s ii 1/8' TJI's CRAWL, SPACE CRAWL SPACE } i t Town of VS! Office copy OFPC C P ►, SECTION 4 4 F16g /,::s SCALE: I/4" = I'—O" LOT 22 DUPLEX 1874 GLACIER COURT VAIL, COLORADO DAUPHINAIS—MOS Y nNSTRI If Tinni II - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - -- , T- - - � / BATH BATH \NA LWAY I I I II 9 1/2 TA'. I / 1-1 V TJI's S / UTILITY/ SITTING G / � LAUNDRY MSTR � � \ , PANTRY/ \ LIVING AREA ROOM BEDROOM `° LAUNDRY \ CLOSET 0 1/8 TX* U 1/ TX& 11 1/8 TA's � m a M \ / BATH / 2 FAMILY ENTRY / ROOM j ACCESS PACE GARAGE \ , 1' SLAB ON GRADE 11W TA's II 1/8' TA's i CRAWL. SPACE ' CRAWL SPACE I - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 7 I SECTION SCALE: 1/4" = 1'-0" Office COPY LOT 22 DUPLEX, 1874 GLACIER COURT VAIL, COLORADO C ' A8 i diYirt.,,T.0.s.uRxYW.'A.+.a_srt ELDON BECK ._ ASSOCIATES Land Planning ■•■ / Resort Design ... Urban Design � 8104.0' 0 = 0 8106.0 son / Landscape R = 2`5• Architecture PROPOSED CURB AND GUTTER 2128195 EBA Alpine 500 East Lionshead Circle O P�� ' , •�°' Vail,Colorado 81657 RoP PSP\A (303)476-0668 , DA 0? o� PROPOSED EDGE OF ASPHAL T 2128195 �0 PEE PRO�� f� __� / ..�. 8104.0' 8102 1 Dauphinais-Moselev Construction Box 1515 Vail, CO 81658 ,, a 476-8055 3 , (303) O i 0 , + �� I�rl-�C�'I`t��.� � ' / q�l-�1• ,� a' I�i��C ��II�I-fT '�vll ' % N �vU�DATio� Tt r lac �� ` C 8098.0 ,` ' / *O ✓� / // \ ~ � Gyp ` � R C. / # y ROCK PILE R � 0\� / / ''7 O � 8096.9Y � k / 8098-0 C~C ' O .6092 1 1 I t — _ a Y OT_ 22 +�EICa-�I wo�.z11 1 c� <• FIRE HYDRANT —� . \� J O / QUA RE FEET ;`= Z 00 n F6 — 1 �rlGlz-'TJ t ATER VALVE V 00 00 00 p = ,90 � Q > X 1 - _ R 25.00' + > R L = 39.27' 4- F, PG�F SCALE 10 - 011 S s� ay 8086 �n x 3' lJ J -k SETBACK p LOT 26 r + - ,� �� * s"i �. • `sue I��I N 8096.9 C. � `p°° WATER CURB STOPS a •~ = 75.3347" �+ a, R = 40 00' 1 EWER STUBOUT L = 52. 75' •`''- p DATE DRA WN�/f3/q 5 IREVISED_ 2• Gbl-�?v�� I��V 2 , �► J� GO - - D1" O SHEET f OBI ,ts, r F I.C—�lAl�i 12x1�,0 izr G� GUI �� 1 OF 2 SHEETS f i 4 ` • �r a ELDOI' ASSOCA • � IZ Land Planning c ..• / Resort Design �— ... Urban Design 8104.0' _ 806.0 — ' .. R 25. Landsca. pe ; Architecture �l 9.27' PROPOSED CURB AND GUTTER 2128195 ; EBA Alpine ' 500 East Lionshead Circle O \A �`` Vail,Colorado 81657 1 R0P P�Q - -•—° '°`r / (303)476-0668 / p (F o PROPOSED EDGE OF ASPHAL T 2128195 O G�� PEE ''` � 81 0 `'�, X� ��. 8104.0 PQ 81021 Dauphinais-Moseley o tion 151 il, CO 1658 f �. - OG � ,,: / i 3 , �_, D � ,, (303)47 8055 ' Cl 02 0 G 1549 w U::;)�- I-F Acsd 1-�5%r Io 8098.0 �� L y. < .� D� u � s N E,: N 0 S. X13 (v' ROCK PILE / A 00 O STD � � - \� Q � -�' 8096 9' t � r , ,, // I, s� :f` " fi•,z a=`` . j ti N / a� I— Ill 8098. em a 1 ✓ � V viii" �F'��4j 1(11✓ o• Q Imo' 43092 OT_ 22 HfF- -}I 12(�I.2� FIRE HYDRANT Q r QUARE FEET _ "$ ATER VALVE V z O • ' ACRES � � PCB, !, ' 1.�� `� � -• ROCK = i PAT o (To p •90 00 00 a > ' v \ AID \ ,� �� R = 25.00' /\P L — 39.27 I -�-. r P�� SCALE </ /n 1 „ = 101 — 011 sue• GT s� W'W� 'd0001 70 - 8086 X121-III \ Dc .d �j 0 / SETBACK LOT 26 �,� LpIN ,fig b Or oo gel q2 z 0e%Q ' \ 2O T---8096.9' LIZ. y ego --•____• \ v ` ISO, ATER CURB STOPS \ t N D = 75' "47" N+ Qz, R = 40.00' ° SEWER STUBOU7 L = 52. 75' •`''� 00 �z •�� ®��A� DATE DRAWN 3/X3/95 �®S G RsvO A REVISED • I J � S-�AFF AppR 2 Gbl-ITU�� I�Tr �/r�,l� 2 , �► J� od 3 I-4 rc- 6y?o r;;' SHEET 1 OF 2 SHEETS f ELDON BECK ASSOCIATES . IZ Land Planning ass 4 Resort Design / was Urban Design E 8104.0' = 0 8106.0 ... ' R = 25. A chitectu e _ ,39.27 `' PROPOSED CURB AND GUTTER 2128195 ` "' h �' EBA Alpine .` \ 500 East Lionshead Circle a Vail,Colorado 81657 , Q •` / (303)476-0668 � CA PROPOSED EDGE OF ASPHAL T 2128195 PQPR 810 .0 PQ �,,, /��:�� Dauphinais 81021' -Moseley - / 9 Construction Box 1515 In Vail, CO 81658 (303)476-8055 ct 0 raw ' o 10r4 AX ;f�• � �Ih�VI�� ,— ALL 'C' 8098.0 \" _��.t- \�� 9 Wa.l,t.Iii -�.. •I LeF 01 10 0, A , / �3 lo�� ROCK PILE A AZ 0\\` 0 C_re2 91F__� r�vE17 � 8096.9' n / I I '1 5 r = F, isry \• J Uj / \ / , " I 2.'s 8098.0 - 8092 �; I ID 12.aD1V1� 20 w o � O_ T 22 f�EIC�-}1 i2fo z�� t _ FIRE HYDRANT - 30 DARE FEET 'ft ATER VALVE r Q Kt ACRES '- �I T o r r ROCK .:� D4 p = .90 00'00" 1 °r" > ' \ \/� PTO � `� R 25.00' L 39.27 SCALE J q2 � � � � �IVi✓I�IA`� � / 4' .6086------ if \ SETBACK 9 LOT 26 �pIN �" � ly' Z 208096.9' O. ' 9Z z y `too ATER CURB STOPS Cz �f = 75'3347" � Uzi ,,, R = 40 OO' EWER STUBOUT L = 52. 75' .�I,.,.� °i CO 80 ,�Q• �Z� DATE DRAWN x$/95 REVISED RII Nor'I" o �UI�\/� , 20. G� #� ►NT�IzMOUr-IT�II� �I��. � � '� I WG '— �I= G"(�� -I SHEET OF 1 2 SHEETS i i 1 i 1 r , r t r n I � 5 1/8' BEAM TYP. I � COPPER CAP 12 I2 t �� • 8/12 COPPER CAP ASPHALT SHINGLES 2X8 2X8 ( ' ' \ / / 8/12 ' • ' 2X4 TYP..' ,r. •• : • • ' •STUCCO li 2X10 I ! 2X8 IX8 CHANNEL LAP SIDING 2X8 2X8 n 2X8 axe I i � ` / \ 2X8 2X8 / / \ a ool % loop �o ; E N I/ -& / \ / / \ °- / i Ili 1 1X8 CHANNEL LAP SIDING 2X10 2X10 2X10 • •�' _ 2X8 2X8 � , } •' t u • j 2X8 2x8 2xe / \ / \ 0 ' 2xe Ilool • STUCCO .. 'co • ' \ \ •. .. ' 2X10 . .. / •. \ \ / S-yucdO ; j '••' ,• .. '•• .. ' .• .� , • .. .• •„ • . / / •' . . • : • '••' :' .• , t • '' •• •• 2X4 TYP. ) ToWN OF VAIL / DESIGN REVIEW STAFF APPROVAL I DATE _ D I 3 SECONDARY PRIMARY STAFF. Accirc crlp� NORTH ELEVATION i ' ( .�: �� M- rte- • .. _ ,. LOT 22 DUPLEX ) SCALE: I/9►' = I'-O" - ' 1874 GLACIER COURT VAIL, COLORADO : � - A6 I I i I i 5 1/8• SEA" TYP. COPPER CAP 4 � 4�12 — •, ,' •• •• � 8/12 • '• COPPER CAP ASPHALT SHINGLES 2X8 2X8 Ile 8/12 2X4 TYP.. . r ••' •STUCCO 2X10 2X9 1X8 CHANNEL LAP SIDING 2X8 2X8 n 2X8 2X8 \ axe axe / oop\ J / / / / \ /S. \ / ' / \ / LL r _333 1X8 CHANNEL LAP SIDING 3 s _ J� • O• .. •, • ' .' , 2X8 2X8 '•' •: 2X8 2X8 / \ / \ •. :": yi STUCCO• •• .• _• \ \ • . g W10 ' . .. •i STUCCO ' • ' ' . - 2X4 TYP. - - - - - - - - - - - - - - - • ' ` i 1 ENcAosc ��ISTirU(T 1 e SECONDARY { PRIMARY i t ;j cto cre MATCA NORTH LEVATION LOT 22 DUPLEX SCALE: 1/9" = 1'-0" 1874 GLACIER COURT �'' l VAIL, COLORADO 1' � �' A6 t 1 1 i i r I S 7 i 1 - 1 1 r I I s A8 • 14 v ASPHALT SHINGLES II 1 , 1/12 CAPPER e f rl w • • • STUCCO 000 2x1 Tip. 2X1 TYP. In _ . O •2X10 DECK 2X12 2X8 � •'• ;• •• . . •• i• .• • ' , 2X8 • 1X8 CHANNEL LAP SIDING ' • ' ` T r z .. 0 2XIO '-IF I -- - - - - - - - - - - - - - - - - -- 41 I r - I AS PRIMARY uvpy 'ICE y yd, WEST ELEVATION SCALE. 1/1" � II moll \ LOT 22 DUPLEX 1874 GLACIER COURT _ i VAIL, COLORADO +� �lsT� "Y� . A „ i A7 f ' -� V1 @ G o Z 4-O �, X 38'-O 1 12-6 1/2 2'-10' I 51-9. 91-9 1/2' N G N 1•_q• 2'-11 I/2 E 'LC P� . 9-O 1/2' I'-O• 2'-9' L• 9-6 1/2• 5'-11. 22'-5 1/2' (p! l� It I/2' 8'-3 3/4' 2-11 1/2' 2'-9 1/2' ,t N17J�H W i 15� V CC3L52-2 Q�n� �77 n1� RO.CO 1/ R.O.CO 1/2X4'5 1/4' y RO.CO 0 1 X' I/4' H.H. 8'O 1/2' HH. 8'O I/2' a -�+ CVD3080 I R O.3O 1/2' X4'5 1/4' 3'1 V4' W R.0.2'9'X9'O 1/2 I H.H. L'8 1/2' SILL HT 44' 2-L 1 2-L of a v, FAMILY ROOM BEDROOM a l '0 0 2 m 1 " 3_o SITTING I V 12'o v2 x I2•IO• c AREA .d �. ! - - 1210' X IY4' 1 W/ 1/2 LIGHT BATH 9'4' X 8'9 1/2' I • - I GARAGE FLO ABOVE 2 I T 9 2-O i r 1 ` I I i T C 114i" C- V2' /1. n I c G` -4 1/2ENTRY 21. 8,-� 1/2' T ti 2-O V4 1 2 WALL 2-4 PKT i BATH ° 1 1 1 0 2-4 2 I I I 12 �► AS Ae IA2 '� I I i 3-2 tB ° n - N WALL �� 2XL O o FAMILY ROOM ° tram :U0 N'1 1/2• X 14'1 I/2' '9a. sTL COLUMN �o= TO BE 18' ABOVE UOC2 GARAGE FLOOR 2-i ATH R� Iq � 2—CAR GARAGE t N ROD t SHELF Marketing Area- L28.833 aq rt • ° n — — — — — — _ C-5 1/2' V-11 1/2' 4'-1 1/2' 2—CAR CsARACsE fro BI-PASS r O 2-0 2-0 Marketing Area- L20.381 aq 1`1 O ul T ' n S 571_ COLUMN IF NECESSARY ; BEDROOM 2 f 4 - W, 2-L a I/2 WALL 11'i 1/2 X9'4' 8-0 O.H. GARAGE DOOR 9-O O H. GARAGE DOOR I I 1 i r — , ENT CV03080 X R.0.2'9'X8'O 1/2' 3-O UP y tv 1 O n U 11 r V I liUR11T1UnlI ir eV Dmgnt 5' C 3'-10 1/2' Health Fire = CC3L52-2 R.O CO 1/2'X4'5 1/4' ►�- ❑ ❑ H.H. 8'O 1/2' _ °a SIDE�LiOVed ' �, IT-ARCHED i)emed PATIO W N OPENING H 1 = 91 U valitlity of ftrmit 9m. 303 (c) 19 U-8 C. CC3452-1 CC3L52-I R.O.3'O 1/2'x4'5 I/t R.o.3'O 1/2•x4'5 1/4' rha rmance or granting of a permJt or approval Of p nS and N.H. 8'O 1/2' N.N. 8'0 I/2' specifications- not be construed to be a,D rmlt for. Qr an approval of, any violation of any of the pwvlsl ris_otthis cods 10 1/2' op of any other ordinance of the jurisdication. he issuance cif V,. i'-2 1/2' lo•-o• C-3• 2 mit based Upor� plans, specifications and her data shat' L not prevent the.buiiding official from-thereaft r requiring the 10'-1 1/32' T-i 2I/3r b' 4 5/IL' 3'-9 I/2• 22'-5 1/2• r id ions, S eClfica OnS and Othb' _ data.- / ® %. ® 12'-0' 1 38'-01 28 40'-0' 1 SECONDARY Marketing Area- 441.514 aq I't "ga," ` 'Rate 5 MA PRIMARY FIRST L '��s Marketing Area- 844.214 .q ft SCALE 22 DUPLEX l SCALE: 1/1" = 1'—O" v 1874 GLACIER COURT • VAIL, ,COLORADO V Al 18'-1• 40'-01 k4._0. 36'-O' t` �-q• 2-9 ' 38'-O' 12-111/2' -O' 2-6 I/2' 2-10' 22-5 1/2• 5'-9' 9'-9 1/2• c 5-Ir i-O I/2 I 11 1/2• • 8'-3 3/4' 7-II I/2' 2'-9 1/2' . CC3i52-2 CC3&52-2 R.O.00 1/2'X4'5 1/4• R.O.i O 1/2'X4'5 1/4' H.H. 8'0 1/2' H.H. 8'0 1/2' R.O 5 1/2' I I CC3152-1 I CV03080 R.0.3'O 1/2•X4'5 1/4' 3'I 1/4" 4R.0.2'9'X8'O 1/2' H.H. 6'8 1/2' SILL HT T 44' W d I - 0 2-6 ( a. 2-6 ad I FAMILY ROOM :n BEDROOM a I t 0 E 2 m I 3_o SITTING b 12'H I/2' X 12'10• I of W/ I/2 LIGHT BATH AREA 1210' X IY4' o O 9'4• X 8'9 1/2' _ m BE 18' ABOVE 3-0 GARAGE FLOOR 2 •� 2-0 I I 1 C-0. 2' I ENTRY 4'-O• w 5'-4 1/2• 2'-r e'-� 1/2• 4'-9 1/2• ° /. } D� 1 2 WALL 2-0 2-4 PKT 6 BATH III a 2-, 2 I it � As I L r A8 2-6 2-i I I 3 2• ° ° x� n V i Xi PLUMBING WALL n\ o FAMILY ROOM ° tSTL COLUMN nG� TO BE 18' ABOVE �J N'l 1/2' X N'I I/2' �k U0 GARAGE FLOOR 2-6 ® UOC2 • O ,n ;b '^ BATH 3 0 i 2-4 p ( ; 2—CAR GARAGE 1 — — — — m ,,, � ROD & SHELF — — ` f - Marketing Area- L28.833 eq ft r I �y C-5 1/2' 4'-111/2• V-1 1/Y #- - 2—CAR GARAGE 6-0 BI-PASS R 0 2-O c 2I I I-O O Markeing Area- &20381 sq It 43 C14 3! STI COLUMN IF NECESSARY BEDROOM 2 I f 6 2-6 I cr I I II I_`" I I I I I c l I i/2 W AHLeL Cr 9-O O.H. GARAGE DOOR 1/2' X9'4' 8-0 O H. GARAGE DOOR ENTRY a lt h n►c�o CVD3080 n UP s' e1/ 24 2• n om -t l0 1/2•.2'9•X8'0 I/2' u II t V Cumtnunt y Fire gu , R O L 02%2•X,'5 1/4' ►�- 12' H.H. 8'0 1/2' z m SIDE�Roved rl m II _ v U ARCHED uenied � I F E = PATIO OPENING w � = 9' ` Stec. 303 (c) 19 U.13 C. CC302-1 CC3152-I R.O.V0 1/2•x4'5 1/4' R O 3'O 1/'x4'5 1/4• rho rmance or granting of a permit or appro I of purrs anti '' H.H. 8'0 1/2' H.H. 8O 1/2 _I specifications>;hali not be construed to be a,1/ rmit for; or an aoval of, airy violation of any of the pulvfsi ns.o#tfits code ppr 10 1/2' c� of any other ordinance of the jurisdication. he issuance df ' J 6'-2 1/2' 10'-0' c'-3• 4 permit Cased Upon plans, specitications and her data shat: no: prevent the.building,official from°thereaft r requiring tip 27-5 1/2' .-Orr id glanS, s eclfica 0ns and othe' f 10'-1 1/32' l'-6 21/32' 10 V-q 1/2' data.{ 28 ® �.. 1' 381-0' %. 12'-O• i ® DATE } 40'-0• 's t SECONDARY Marketing Area- 491-516 sq it ANIXT Nlpy PRIMARY FIRST LEVEL Marketing Area- 849.214 w ft LOT 22 DUPLEX 0 SCALE: I/9" 1874 GLACIER COURTi�K�C- j � ST �� I 4 VAIL, COLORADO a� Al i YI i '7 Ij 2 . 1 `t 3 i 3 f , IE r a A8 ASPHALT SHINGLES t i 14/12 COPPER CAP L r_c . 71 V11 I STUCCO 'Ool 101, I :. . I - T 100, _ f •• •• ..STUCCO . . ; •• ' .• ,. .. .: 2X1 TYP: . • • • :?X1 TYP.• • •• ,• •'• '. .• ,•• :. .• •,• . ' '. ,•' ,• •. ,• •. O •2X10 10o WA-Tv-Cy-Tt:m0c ki&H-r5 '' _ DECK 2X12 . 2X8 .- m 1X8 CHANNEL , r LAP SIDING O P IL 2X10 •. ' (0 ) !B"= ►air t, %,r c5 3' Sd«� aL'vtx,v'pvA- I PRIMARY Ott cscm ri rp, py ;to (qhT WEST ELEVATION i SCALE: I/9" = I'-O" LOT 22 DUPLEX 1874 GLACIER COURT J r VAIL, COLORADO A7 , � r'v`""''' "�" ' ' ,may ..r""' ' .,�„ ^" ""'^".—•—�""`Y— - a.�m,.,r^ ;-r----- pip yps� p � p�0 �i N �'EV�1� 8>04 0' d = 90'00'0 8106.0 p � - - o R = 25,00' 39.27' PROPOSED CURB AND GUTTER 2128195 P (ERA, �E �0 PROPOSED EDGE OF ASPHAL T 2128195 ,� 8104 0, to � QQR Y 9 G) P 8102 1' ° `� Z p M m r 81020 `''" ✓ l ate\ - !„ h /_'vner 1 _ 'S 80180' A�� ,.��E �� GRAPHIC SCALE EA ♦ ^ g r V I '� ` i ° �� s 10 0 5 10 20 40 ( IN FEET ) I inch — 10 & 8100.0"" . CONTOUR INTERVAL — 2 FEET �p a ROCK PILE 8096 9' t OM MANHOLE C 'O `�. - ., y - 8098.0 '' ?11 .r `r. G ..r _ 8n82' 4.+ �1 17752. 63 SQUARE FEET - „p,. 0. 41 ACRES ROCK fT ' p = ,90 1100'00" R = 25.00' 4 Z" 4 N L - 39.27' L EGEND SEWER STUB—OUT o �. , PHONE PHONE PEDESTAL ❑ Xc FIRE HYDRANT WATER CURB STOP $086 .. SQ, ,�,•- ,��.� _ jjf.�'��, - _ -. r r �j_ 4�"_! `•`tea-a`w ^ lr�a�` ^ ` '°'•i. 4 '." .`..—..u_,.0 ,r .., • / - '�' 4 5 - W WATER VALVE DQ . CABLE TV PEDESTAL CA Tv Ff LOT 26 CM S.S. *.E---8096.9 a• „ V ' - _ " - ai Duane Fehringer, a duly registered loud surveyor to the ` ., • ww Y State of Colorado, do hereby certify that the survey shown hereon C was done by me or under my direct supervts/on and the hortzonta/ } �O� and vertigo eosurements are accurate to the best of my know/edge and`be/%f. - a = 75"3347»%Q)3 — i •V1y `1 f4 '�. L — 52. 75 Ov - Duane Fehringer P.E. & F.L.S. 2662 V 1874 GLACIER COURT DATE REVISICINS ''�1'tlillil P_ O. BOX 978 -' • SU/7E' 101 .. 2128195 ADD SETBACKS, PRO. CURB AND GUTTER. 0077 METCALF ROAD � �r 7420 ✓ANC£STREET NOT/CE According to Colorado law you must commence , v , `�� ,S �1J AVON, COLA. 81610 '„, "� LAK£wo00, COLO 80215 ` �r` �Fp%y (303)949-5072 ,, FMS; :�:1 (303)232-0158 any legal action based upon any defect m this surrey ,� .• E % wtthln three years after you first discover such defect ` In no event, may any action based upoZ any defect in Gs• DES/cN£D 8r PRO ACT NO this survey be commenced more thon,ten years from ; .NOTE, ACCURACY CIF TOROGRAPHY IS L.MITEQ BY SNOW COVER. *'° �s�� '�`� � - TOPOGRAPHIC MAP 950015S the date of certlficctlon shown hereon. _ i DRAWN BY- DATE'ISSUED PE LOT 22 1-20-95 t QV4,04£D BY I)i/'t111111 i1;{Ih�`lt,�� LION'S RIDGE FILING ND. 3 �^� _" 'V0 DDF ' I= — TOWN OF VA IL t7£LD BOOK PAGE ,SHEET NQy r _ J00140 EAGLE COUNTY, COLORADO 1 of 1 _ _- '_ i <�� •ti,/¢.s•....u. �4i.r—...`_ . ^' _ '-• y . `� .r� + _. +'+..-.....+'�1. _ A -r R . l • c.' r l / I ELDON BECK ASSOCIATES / r Land Planning % Resort Design o Urban Design 8104 0' Z = 90.00 0 8106 0 'o• R = 25.00' Landscape L = 39.27' PROPOSED CURB AND GUTTER 2128195 Architecture EBA Alpine 500 East Lionshead Circle Vail, 57 303)476-0668 nnOQ 0��R� �� E� • 8 0 PROPOSED EDGE OF ASPHAL T 2128195 M 8104 0 0 " R QP 17I P 8102 1' �-` / ',f Dauphinais-Moseley _ - , � { Construction C� 9 / Box 1515 G V, o, � p ' �,� ��/� Vail, CO 81658 (303)476-8055 �� ry -•� �`� PGA ' `+ .. ;�'Gv �' � C� 8102 0 C9 80980 0 0 0 N 81000 , r RUSK PIKE • w i \ J W 8098 0' S. IO' ° a 0 W_ 0 0 a � V O or 22 _ SIRE HYDRANT - \ 1� O ` -�0 752. 68 QUARE FEET ` WATER VALVE V -.._ - \• 's- 0. ACRES WV p 0 a �a ROCK Da p = .90'00'00 J ao > , I 17 y o , r R = 25. 00 � t \ A L = 39.27' SCALE d OIL \ — - 1 " — 10' off 8086 �� °\` T�yc,� , ✓ '� ��l .�j'' � ?7 G� . A •�, \ - � \ ! 4 SETBACK LOT 26 u I N0 �01� . 9 � � 20 8096 94, C. tk z � J \ o WATER CURB STOPS z PLANT MATERIALS `° N = ,a E _ 75:3J'47" SEWER STUBOUT TREES R 40. 00' 22 �6• Aspen (A) Po ulus tremuloides �p —6; CA L = 52. 75 p P p @ 2-1/2" cal. � ', '- • 8 --G @ 3" cal. "` ❑ 8° Q.• DATE DRAWN 3/8/95 3 @ 3-1/2" cal. REVISED-14 I 1 multi-stem (� -� Colorado Blue Spruce (SPR) Picea pungens glanca 1 @ 8' 3 __Z@ 10' NOTES 4 Bristlecone Pine (BP) Pinus aristata 1 @ 6' 1 . All planted areas and sod to :)e irrigated. 2 @ g' 2. All plant beds to be mulched with wood or bark chips. 1 @ 10' 3. Sod to be low-water bluegrass mix. SHRUBS fall 5 gal) op 4. All shrubs 5 gal. minimum. l 5 Colorado Dogwood (6W) Cornus sericea 'coloradense' 5. Soil to be amended with 2" lopsoil and 2" organic compost in all plant beds and as �" SHEET I I '9, Cinquefoil 'K. Dykes' (KD) Potentilla 'K. Dykes' - backfill in tree holes. 3 Alpine Currant (AC) Ribes alpinum 6. All disturbed areas not showi in sod will be reseeded with a native dryland grass seed 6 Blue Stem Willow (BSW) Salix irrorata • . mix and covered with straw -nulch. 2 OF 2 SHEETS , d I I ELDON BECK ASSOCIATES cSj�R�J I Land Planning ■.• / Resort Design ■.■ �., Urban Design 81040' = 9-0 V O 8106 � •m• R = 25.00 Landscape 0� d L = 39.27' PROPOSED CURB AND GUTTER 2128195 Architecture EBA Alpine 500 East Lionshead Circle Vail, Colorado 81657 RQP� Pc�Q� ,✓ / (303)476-0668 0� OF Qom" Ile 0? PROPOSED EDGE OF ASPHALT 2128/95 O 8104 0 PR u.x el \ P ' P 81021' °' / Dauphinais-Moseley Construction Box 1515 Vail, CO 81658 -'~ (303)476-8055 a� 5� X8102 0 0 Fail cp., St IC 80980 �, G L� / \ 3 S • �9S O� 0� 0, ROCK PILEy` q�• l� r / .- y �� 8096 9 - . �~° / � � Gi -foil � �\ • / / / �. / NBC, }2oD f-I I 13 I 8098 0 L1J 0~C 00 LU LOT 22 q� `` � FIRE HYDRANT a J 17 . 68 SQUARE FEET ,r Z V ATER VALVE �i - mss, 41 ACRES / — O ROCK o D4 _ •90'00'00" a J 00 R = 25.00' L = 39.27 SCALE 101 011 fl s P 6S 8086 / SETBACK ' $ LOT 26 0 6 SS � , o C� a N .1 mob' � '� �� -- _ SNOWS v ❑ \ `pow WATER CURB STOPS �' a = 75 33 47 R = 40.00' o SEWER STUBOUT CA L = 52. 75' c,*p "` ❑ 809 Q.0 2 DATE DRAWN 3/8/95 �, rt�o �U�✓Ic� i, 20, �� I��ou�r�►� r;��b. ' � , Oc0 REVISED— U1-4 r SHEET OF 2 SHEETS I a J i r ELDON BECK e I ASSOCIATES I Land Planning ■•■ / Resort Design son 81040' = Q 8106 0' Urban Design R - 25 ' Landscape L = 39.27' PROPOSED CURB AND CUTTER 2128195 Architecture EBA Alpine 500 East Lionshead Circle Vail, Colorado 81657 (303)476-0668 0 Q �R� CA QO E�� P�� 8_ 1� PROPOSED EDGE OF ASPHAL T 2128195 PEE G PRO�\� "' 0 ..�` R0* P _�. 8104 0 PPP 4 ao 8102 1' / Dauphinais-Moseley y / Construction Box 1515 Vail, CO 81658 (303)476-8055 . A tX \ / O Cl 5 8102 0 GoU Li - f'—�i��•!F�r{� G7�o rz- °2° ' J 80980' < O ✓ � 4- s F,: N �.� PE� /• � 810 0 / a ROCK PILE N� / f \ Q o 8096 9' �. -°" '— -N, O J d 2'S o 8098 0 W I- / 13� �0 � / �= �2 •� Ili /a f�0 I7!� �I I D xE ✓, �V1 O O 8 092 (o" V Cr. Q _ Cr. / 1 FIRE HYDRANT J O ' 52. 68 QUARE FEET / ti (��' ATER VALVE Z O V 0. A CRES / O I ( T"G ROCK �►�j D4 = ,90'00'00" a Q PST D PTO 0 J �o > R = 25.00' + // I la -o �'N� PGA L = 39.27 SCALE a/o LIMIT OF (71�T�I��C.� l..I�� FG � � t�I vl✓IA.IA� 101 - 011 8086 o • Q � LOT 26 SE TRACK �l I NG V ° gV L L 20 8096 9' z t] \ `< WATER CURB STOPS IQ l�Al2.'( a, � IO i�H t zNf:z&E 'rU -D ULI1-1 Q SEA OaC D = 75'33'47" I-I M I�' �� I�Tl�it2- rl I,I t 4a o 2. o SEWER STUBOUT CA L = 575' i DATE DRAWN 3&q5-- REVISED-4-4 , G '51 1G- r _ `I/ l I2I Imo' �I�� d� ��7� - GO �1=I iIG'r Qi� SHEET Town of VaH Mr�� vu�lr� �xI�T T To rNjz2 r ) 1 OF IC COPY �� OF 2 SHEETS i z y i i i I ELDON BECK ASSOCIATES Land Planning ■.■ � � \ Resort Design 81040' = 90,00 0 81060 Urban Design ■•■ R 25.00' Landscape 9.27' PROPOSED CURB AND GUTTER 2128195 Architecture r �0 EBA Alpine P� �PL� 500 East Lionshead Circle 0� O� r ' Vail, Colorado 81657 � (303)476-0668 4 PROPOSED EDGE OF ASPHAL T 2128195 81040' 104 0 PP 8102 1' ''' I "�- •• ` � \, � • . ;- , � Dauphinais-Moseley C Construction °--° " ✓. Box 1515 Vail CO 81658 o I \ ,�r' (303)476-8055 8?02 0, 001 J 9 8098 0' (k� / �`�`� \\ �Uf � 'Q �100 0 N Io srr� F' O ? J RUCK PILE / a 969 w • O 80980 '? V — \ •• t "Ina \ W cc 4 �I�DI�I OT 22 \ _ -2, rV FIRE HYDRANT Q 752- 68 QUA RE FEET 1" S-AG - t� 0 's O. ACRES WATER VALVE Z d, g ROD D4 A = .90,00,00" p^p � � ' — > Q R = 25.00 G'�o� MU I.TI-�'r (2,'�2" �T � • A PGA L 39.27 � � \ SCALE - 8086 tl \ \ 1 \ ® TRACK LOT 26 I / sE o ss Z o D� a 2O 8096 9� 5 J r� ►tau-� , '� ICI �� a . " \ s �51.�1 a z'1-t W _ Url T L �IUIUI E G L� 2Cv I C�'(PI,F_Ti�Imo, \ H \ WATER CURB STOPS i z PLANT MATERIALS Q TREES O = 753347" N = a o SEWER STUBOUT 'LZ a-6 Aspen (A) Populus tremuloides �Q —g, \ E R = 40.00 `� �. @ 2-1/2" cal. o 8 --�-@ 3" -cal. CA .L = 52. 75' `''• . O 3 @ 3-1/2" cal. DATE DRAWN 3/8/95� 80,E •Q•• o y `�O ' REVISED-4414 " (� _86-1 1 multi-stem ' ' 1 5 Colorado Blue Spruce (SPR) Picea pungens glanca 1 @ 8' - ls 45 rw— 3 -3-@ 101 NOTES 2 @ 12' GO �� O� 2� 1S 4 Bristlecone Pine (BP) Pinus aristata 1 @ 6' 1 . All planted areas and sod tc be irrigated. 2 @ 8' 2. All plant beds to be mulched with wood or bark chips. �► 1 @ 10' 3. Sod to be low-water bluegrass mix. �� Q U(�I IT U� �I�TN t2lt-lG� I.I r� I' '►�. SHRUBS (all 5 gall Gd 4. All shrubs 5 gal. minimum. 5 Colorado Dogwood (6W) Cornus sericea 'coloradense' 5. Soil to be amended with 2"topsoil and 2" organic compost in all plant beds and as ® I 'S, Cinquefoil 'K. Dykes' (KD) Potentilla 'K. Dykes' - backfill in tree holes. Town Of Vgjl SHEET�� '� . '& Alpine Currant (AC) Ribes alpinum 6. All disturbed areas not shown in sod will be reseeded with a native dryland grass seed Py 6 Blue Stem Willow (BSW) Salix irrorata - �C �� CI - mix and covered with straw mulch. � OF 2 SHEETS