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Lions Ridge Filing 4 Block 2 Lot 5.PDF
1 1 Lxt anew Of ell &A NMI PF PP 47 1 ' �O Od Ofd dT r t0f` 5, ;1 U%07'V� �� `�� I'f 73 �'��'1 CTqz �lylo I f I f �p �b Lot �c� eJ oe z fly 1 /15 111 -�� —6 z es osr01 ' IX ' I � ° •a � G� J Ye��tG1'✓� 1 f �C ' � ` �vv�e fo 7t. F-lk� CIA M, �""'`C\ do 00 44 lip AID D 7 (OH DD E V(DID -Z 2, L�t� A /�m a�- w I `� Lot d� az on AI -d l (�WAj& Sib eI, oq - 0-0106 Of � T .W. ,dd ► 1 � l \� � � .�1� ' ^ �j W i�t. ct�,Gverf- � vwv- Alb7�;41N (01-�L li=z:t DD E AIDD 7 6 t0f 5n 21 of 2- E E i I ' rf r G i C + , k ALAI- IL cum LEV o o � k �(/w 21 Ai— TI "moor ~-- f ox l An� I Fill MM ex 1 - r ' k 0O R--, XF LN f 6 # « ID V r/ s s + LOT 6 �'i"�° EGG �;"�� ��..�•d �;'�O �� 2/.� 2�- 2Z �� !v I l� !�' 12 %}f'la Q� .��� I ° �l Q — O % i I O 0 t T S E JV I f .� 0 ' i t t.:.'". *�--"•'y' /!'� l' `� i- V,' t i I }t 1�.s [ 1 v v 1 p. L- ✓ fF C 0 + O 0 fi- o �1,i�i `i=. f'r`: •''` ;" (A)/ j o C' t,r. l,„,-,.,. � i h / f� : >� � ' tliz 3'd f , j 1 Q t ':. . . s ` iM(�r )1.. h �f -T" O 0 0 0 t ' -Y� � -•v �"�; ✓ !" .' / � �,` ' „�G Tf;�.....`"""»•",,,-...�,.�,.-.,$:,,,� iJ�� 'f •'�,. �k f� �.i„ �1++��'�:V7 ��q y'°'';,-,�,,; ' + j , � � ��.+.Jll ... ::i ' j'� mac.. _•� a i1 # o W 0 0 1 I - 5 Y _ . - -- -01-- s - � i TRACT A ; r 1 Q + - -+ W CL 0 Lill o ' , f ° t \ �1 1 ` "'Ir'°'' �.r.-i%�,.s i�yt' / ' ' \�- j 1 '+ +•` M4 I S _ i g,� �(.r :,,' C �, t ` i i Town of Vail Community o o ° . 1�-- '=" ` '`` � l , Development o ,,��-, \ \ '° �� ~ ' '" '.•' .,` �� ' p E 1 -- `, + i Play Build Health Eire i �., o, Approved - ❑ ❑ v, : 0 t G Denied ❑ ❑ ❑ ❑ o - -- — — — --- - - - - - -- t Validity of Permit / 303 (c) 1982 U B.C. / / \ t ' Sec 1 r o The issuance or granting of a permit or approval of tans and scifications shall not be construed to be a permit for, or an C' '� ,,,/ :«�i•,"'' :-1-' :;�-" '' ,y ' rroval of, any violation of any of the provisions of this code a p , p S p of any other ordinance of the iunsdication The issuance of � ,guunlll„I,I,Illuu ' \ /f I w O p Q i M ,�;rmit based upon plans, specifications and other data shall 0 ` ,� 1Z� prevent the building official from thereafter requiring the o action of errors in said plans, specifications and other I I a O O i Q � ,II O � � ,� ^+� ��^rrr ��,��,� O �Y j/y ;./.g t � rJ s�r� t^ /� a J 1 z a (i' j r' {. ✓'r !/I I �/ (� C. L(f� i I s- 1 ?”" rim /,'� .s' �""" E�► O t L O i �- LOT 4 � � 1 SITE AND LANDSCAPE PLAN PLANT LIST COMMON NAME BOTANICAL NAME QUAN. SIZE �' � y��.� IJ�'`� y,(� `��/�j�'"'7C�q� F'r7 ts;a°.a1-(tf�r�� V"'.,/� ,.�r , -.++••"'`rier" /� .w. 1 __ __ �,/ � •�� ' I�} /� 1 /��/V t1 �' ✓ -"' h°^ ! - `'(�' ter/i i Y✓ >/ �{ Yr 1�Pw�"' V aA�`i{ice`1`J I°� `f �O Y�� - ` j t �✓'� C�' ,/ j �`..i X 1 , "j y/ • N►� `�k� •! , /'� 4 - � ✓� ,-a,:�/J �'�'�"'�:�,� 'CTS°'.��'t �K�'��:.:' /� �` � ...-� _ _ 1 , !.wG+�" y��/�:�•>'��,�"�'i-?,,�"�y.\-•_ �r-y t , �^ elf i'� t'✓i ��-.,.,.,j+�x � ��",t ' sr'_`-'a �yyjt✓'..,"• ,�q".+i1,t, � tr j► �i•^-tV, �°'i FEE r _- _ l(��'' I rr2-7 y.� e !� /,L� '" '.�i.�"'-\f t^"''�++.. �+1•'"'+L�'���,..� - {i..,�'1��'f"`a Y �".,., ,�.,,,�.e�i �„ Y^ rlr^ � � _- - ���1�+I'y�� �� "i, `�"�{,.. '_'r'�'��_.-.,' � �Iwo r� ✓Ems"� �W'' � ' s...+f I �! 1`i'�i �'2�, ,.s, _ ,....-' 1d�„e�i-t�r G/V'�r-/�" fl r��L.r, .�}� i.•' �+,.t Lam^ t'''a.-1 Z..:- 1 f<"`'} �� I.i � 1 ) f I� � i I F S`�1 - — 11 ��f -� /'•'�� '�� r' if^��'1 ,��i 1 2' � j-�t,t /'�,r,,,� +"° 1 � t ar"' 1'_�V 1.� �I � , � r'i , '� � � 1 , / s! 1 i 1 - __ - 1 i � �/,,��-. t v l'fr I /I✓' rte/ �-°' ..��..*„�.` �V � I��, ..-.=;;�' E.��t-�`E�s,.?°j,�,,e`t� :G �^j ;1}�f�.-^'�1 t6.+t-�L.=.. � (��� �:� �-^� �t' >] r:.r� ,r �lr +. � IyIE^+•L°a"'7 :3-RAJ:--�t•,�✓i-.1 I i /�.��j��",-..-.;.�� Dom.. �.=��Gry��� .=� �,L-- � ,,.a-I`-'..-+`•1, -- _ _ - - -_ - I t°•+'��` - SO davld tit. pe oI architcct .+fir", ✓ � i N 1 SNOWDEN AND SUSAN SMITH, 303-476-5299' Ica9 arcl k c: I LOT 5, BLOCK 2, LIONS RIDGE FILING 4 1473 ASPEN GROVE LANE, VAIL, COLORADO t E ' I ° ( i I I 2 3 4 i 5 5 S j ' " I j , � I i I r � I (,� -ft I ----- - -- - - --- - -- - - - - ' ^�Je� x i 4 J r' i , � � .�i i ., I , ----_ _ _ -- - - -- -- - - -- ---- --- - - - -- -------- - - -- - --- ----— - - - - MECH. MUDROOM. - f ! ! f---- - - - - -- - - -- - - -- ----- �- - - -�- - -�- --------- - � � ,� � i, f_ i.,� cwt;-•�+-' _____ � � �� _-� I �i � � •�+•�- 1 - ' � �.-_- —♦, } f 4 7 V rte" I , �y , �. 1 , r , >;-' - GARAGE , AIRLOCK 1,a y - v �-_— - BEDROOM BEDROOM = N , I - ---- - ---- , 'j` 1 I F< — 4liLy - , �� ;/ ' � ' 2 �� , �4, ; �Cf/ 11 ._/�� � �©. � L`�' _'�:; ,�'T`� ° Z-�� ! �' . 1 I r/ --` �`CI, � �' ,!` , ;� '© , G' - i L'• _ � s�- '�w R. \,.,,�c� V Y��� — `'``„ �' , 1100, 13 i I L, I 1 I LOWER LEVEL FLOOR PLAN - - �� ,�, ... �_• :k. j� david m peel 1 x, p_ � � w i - architect p o box 3370 M I T H R E be"' I 0E)E E ' 2588 arosa dr. } - --°--° - kathy warren vale,co 81658 E i SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303 476 4506 - - - -- -- ; LOT 5, BLOCK 2, LIONS RIDGE FILING 4 T"• 1473 ASPEN GROVE LANE, VAIL, COLORADO u_._-_.�_-___ -___ --..__ __-_ _ 3 Y�._ �r ,...__,._^,,._...-,._,._.�._._.__.,..,._.._..,..,_..._.._...._ - w.,W,..,,y_�w..�.�..,.,,..�,W.-W.._._._.."._.-...�..,..-,...............w,_,..•,. ,�n,,.�y,.,.,�,_,.R, ,..o,Y."N�,�,.__ ._ .: _ , :.-v,_.- ._-_-._. ' ._,u. - . ._ � I . 2 I 2 3 4 5 _ 5 -5 - - I I! 0 �' j /�•_t„I � -�.� i""V C' t'.!” ��.., t...--�.„. , , -'t---- ,� /t E I ' ' W if V7- •�� _--,. ,-- - , , 3 ' MASTER KITCHEN �' �/` BEDROOM 1 1 �, ! { I �li � 1•• l � T i � + I II I .� {' . �I �� I ii i °\ i ,� { ,I I ^ I �4 10'- 2 '� .�II/� %1'•-��ii��' �r©/�;�' 1��� +©. ��lt � ��G - ��� DECK DEN - r� DINING DOWN t � - - - --- - - -- --- �- - -+ - - - - - �,I - - r' s ' �_� --- - -� ' Cry; ,. , -..-_ + I .,,�r� �j�i,••• -, - - - ----- .�'' i -i-�-`_- -�----_ - �' :-•' - �' - - - --- `- - - / - / �- - DECK 3 OPEN TO ---- -- -- - -- -- -- - -- �--" 'f: `- - 1 BELOW DECD % �� I y�,� - .u� - — ► ----- - - - -- -- - - -- - - - - - - - - -- - - - - - - LIVING _ chv t-A -b bR 1 f f v _N T - , � - - --- - - -- -- - - -t - - - - ( Sc� v-k . La�L j J ' 1'-�` 2/I' ►=-�✓; �.`-/f7:,✓'' ` ? �. �-L/. , w%- ' ' 2'-Jy r' - ✓I �� ,,'_4�,,:. r,r,f , , 6:.-. ,�f: ;. `• _�• `;fir ' �"© '_ I , i li I l - UPPER LEVEL FLOOR PLAN �- I'o'' • t� � ..� w�-.�,_-�T.� ,�,,. iF•N_ pw�_,R..� �-. _�-t david m. peel 4 �. � architect p.o box 3370 ? � I I (Z'31�' E 2588 arosa dr. '44 kathy warren vail,co 81658 1 � date SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 3034764506 - - -- - I �ct I LOT 5, BLOCK 2, LIONS RIDGE FILING 4 - 1473 ASPEN GROVE LANE, VAIL, COLORADO I _ 2 _ 3_ 4__ 5 �5 5 5 i I '� q I I l! __ - �. A (' i 1 li ! '� � ti 1� j II I I' � � If�-� � '� \����ti __µ�', ,i.y,�Iw,,...�,,•,,�y � i \i i I gd P �I i '� ! � i � 1 �' j 'I � ,� �� �! ' �i I! I a i '' / __ �� �' i I' II v 1 1 I� !I. � ;i � I' � d — � i —� � — V ;"-_� Li• ( I\ 1 � ' 1 g ' l 1 i i I 1 � II '' �! II , 'I `� I ; I 'i M I II � I � � .1 ---- �' '� I 1 '�"°' r";.1 h-'+ '•'"• I ! � a I{ I ' � I � ,' � � u �I + 'I P99 1 A �4ev 1 �;�r't��Gam• - ({I -__ -� / .\` - IN�•---- � ���, � a{- --_ I A � �! ''�'. -- —�' n —}� ;�� -— � � --- I�� �i '1 — �— �-j•=�..��..3:�' �x2 �rC�;;i,J,L`- 1.+� - .,�I ; �_- __=— -- -- � �= --- -- — - ,.._.,�.. -� -,----- - - -ice r°° .�..�.*.j-�{.•-+ ���.. u 1 SOUTH ELEVATION y�l-;`-© EAST ELEVATION y '-1 .Q 4 3 2 1 5-- 5 5 ------ - -- ' 1 t 14 � 0• � _tt # t 1 i , �.n..,...�J 1 t� � ;•-Paz-.-'� �,,,�''" ..���:_.._,x�.�. _..,-.,..... ,-y.-. t -_"yam m-,_-, ,.,....ff...=..._,_ry t�. ,,,,_.-_ .,...1........,,...__., ,.„_ ._�_S �......�. ...„........_ .,.,.... �,.,,,•,_. F ,_ , ..mm....Y.,.N. !W r _t. _.1-�- -•• -.- --...,.. ��. ,.......«........,..'......,..K. ....... r {..„ ...,- ,1�.,`•.T ,.., ,.-�-, �-7- � t ��L ' I I !I NORTH ELEVATION y� = il�o - _ WEST ELEVATION '' 1'd' 0 0 0 0 0 0 01 0 0 01 0 0 01 0 david m. peel 0 architect p.o. box 3370 ."13MITH ELI® 2588 arosa dr. SNOWDEN AND SUSAN SMITH, 303-476-5299 kathy warren vail,co 81658 I date I architect 303.476.4506 P rojo t c LOT 5, BLOCK 2, LIONS RIDGE FILING 4 I drawn 1473 ASPEN GROVE LANE, VAIL, COLORADO cf I 2:1—+-i!-�,,:.I.—:'�I�_I,�iI.—�ii.-�'!��`I.:.�_�1• `I 3 r IrIIi j;,l'.I 1 I', I I'i I !�I I�)i(�'i�`�_--"--iII�I�C t i,Y�;i-�"s,-`t t 2t",•�'ImoI I,'��>�,--�-'-.j;�I�i i-\�"�\I-��-�\�—_I I�'�l i I�,i—..i.I\.1fi,—G',,�,�,�'(�I r I�-*r'i i i�I fr"'-��Il���l ri'`t�!'I l"!"'rI r'�'1/I'i I�II i—•'�.-.'.�.�..a' II I II�I I,I t� �j I I v---����I/©—'—'—/�'1f/�—�,i„"�-ri�-'-,—�1,,.-�•✓I I-—1'--�fr'I�--j'�„�.�.-}}.I/."r.,'k� -.✓���4 5 ^5 5 -,I!I�i I i !I!`�!—�-✓---—{V i I�!�- _-r�'!!!f!I_—i—I';l—i!'r I!d!�—fI-r I Il-s�_--_'`I•I Ij I I—�+�'��_I I-�=—I I;Ii1 I I� I t——,I I✓-_---a___e I_—---�-t i i.r.-�'(lr t i�I I!i1�;1 I! I',III,I�I•1,,'' I y°-�I I'I I�,r I I 5-1'--' Ll _= — 'ij;'�i ii!�{`I i'I' -�./�i p-I'i'—i.t i Yti,�✓�,���'?(.1'�,-.'.i�...P 1 o r.('_'.�—te.tt'�f''!, r�','"__ti,�•y N y-�i-/,u . .'I i!,_---i-�—+-.�—i—�I��;f-—L—�,,I'•"I i),'1-,iII 1,I"r'—i'r L��•/��_\--''�—.— --r— � �.r -_J- -.-- �-n--C:�� DEN MASTER BEDROOM LIVING ROOM ;`c — KITCHEN ., . , '1 LIVING BEROOM BEDROOM ENTRY GARAGE BEDROOM - -- —r+- u t+ 4 J LONGITUDINAL SECTION SECTION AT LIVING ROOM I " I t I 4- ' LAUNDRY HALL BATH MASTER BEDROOM it LL � ENTRY HALL MECH. it GARAGE 77 SECTION AT GARAGE SECTION AT ENTRY; david m. peel architect p.o. box S* MITH RESIDENCE 2588 arosa dr. kathy warren vaii,co 81658 data SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303.476.4506 project 1- - I! I 1�. 1 I _ � ��••�, ' LOT 5, BLOCK 2, LIONS RIDGE FILING 4 1473 ASPEN GROVE LANE, VAIL, COLORADO drawn �- t at O�ld e 24"O.C.it t l�I � A ?AloS dx 2*'u O.G. ��lf�14 G1& t �l1 • 2d�`�o.G. 2�-d� t�►��► -cv g�► Dl�YU to OT �tn1�v��i.rr PLOArj Pta`I LjM i� S�r IG� 1f L Co Lor2At.» �260, MALE I9g� Pt, P9W, PtAnl 44- o•c. �' 6A vi Ar o -D 3 u MAX Oamom mod- r�►u� A o ►261NFCMnrr. do �. �-G� 'P�►r�l�j2(�.i�tn1 15'kI tTH fe(e�GlOeNC.E; VA I L- / GDLwJA4 O MALI 19�g 0 1(�=111 Oar, 2u ` t lc 4r+ rotas e 2!0ir • Lo ff e u I W-;-O�NAgl �► u POW p w ��KlQL- Cj�IN ?� YU10wT TI ON ��M i Y�:SID GG VA L, COWr*4AOO MAC c 905-4� 2 4„ I Fi.Z�C,� (2- PAigc.. YVI Gonrr. e 40 ,Oz. G � to MAY t g�� tJr,- kI COWMAJ ° lltAplSoN r LICG o Co LJM�J Ike T (� tIl i ��-I�� 1 1 ! I ill �I t � O �jT�11 1-74 POS1 �4C-G VAI Gk.-( 40; P� ®MUFF the, mj mueller co., Inc. �Q a p.o. box 2747 ' 476.2627 � � ®Nc doe, coo vail, colorado 81658 0; cPANU � Ft0at'ING 2-0 F� • ����D �--�� is �a- e 2�D,c, i -- - - --- -- - -- - -- -- E - - - - I I � x i-2-5 Ar , ��T -� • � �Xv K) -to r � � �� Ifs O,G. -� � � ,E I � I I I — p _ old- _'i-vf � -- I I I I I I I I Foo f ING loll FAP It j 2'6x���xgt� I 1 — r— —�� ��- - - -- r_ _�------ -- - {_�� - — �—) I - W 16, -'' y t 3 q-$AR� I I SxFAN 17 rP F :N 4-`` �— •-- —{ �.�, I i r'q z Z`q X S'' Ii!/3�� � � � I I !--— --! �----�r I , � r � YK vl MAFr15RIPI. AROUtjlf � I l I �� b I s � � � � �•T I r!G A I ► �x�t� X 8 �� I � � �.��$�Rsl _ _I_ _�__ ��$�tRSW. sl I I y ( 3 fipe-rl N6 -FA P L -- - -- t-- —— I Tort LAFz �O�"rI{v(� PAID { � ��f��:�.5 �ki• ?� �t W/� -ifz*�AR�, 1 i b ST£F-row L - ----� i ti r the -m` mueller, co. inc. ° - 57 `w,* P.O. box 2747 476.2627_ Vail, colorado 81658 , � e so* 0 Fr •. x I o I �U .ML _ Y�. �' 3� -, ANv Nft w/ 2 plows ,of +� x Um CALLY ° IO I �� oG j rlr "Ti XP�0(011oll t + _ + .ti + ' 2- Z X ►© -2� i �. �-2 ,c Ie 1 1x8 _ i P?- 4) X 14P WI {` X, 0.C, O YOU r � FE:-7-- I— � _ 2-A 10 _ — l +73 A S P5 G � V IL� fop o 6 � e r STRUCTURAL SPECIFICATIONS- 1) Foundatioi design based upon Solis and Foundation Investiga- r- tion 0V-8182G as prepared by Intermountain engineering dated October 1388 2) All foundation walls around perimeter of residence shalt have e . ®o®�®�T I minimum 43" frost protection. �.A+ ■v `w= ee�� ®� 3) All concrete must attain minimum compressive strength of 3000 the m, m�V"�■ ott' inc. o ®� Psi after 28 days. • 4) All reinfcrcing steel is Grade 40 unless specified otherwise. 3 5) All lumber shall be Doug-Fir :+2 or better, except wolmanized e e lumber which is Hem-Fir 02 or better. a 67 Z o V T 6) Ail "6x", "8x" and "10x" timbers shall be Doug-Fir #1 or •, �e better, members closer than 1 8" to grade or exposed to the p.o� box 2747 476'2627 a +®O - exterior shall be treated accordingly. ` 7) All-Structural beams shall be Doug-Fir (Flobolts psi). vail, colorado 81658 q °� A`° C` B).- be-A307:ra1 steel shall be A36, anchor bolts and bolts shad �Ii+�� I .. 1s /� I,a�h ®p Go 9)- TJI's and Microlams are as manufactured by TRUS-JOIST �� /�L�f V '1 ICIIIA" Kt�� V CORPORATI)N, see shop drawings.` 10) Sheath floors with 3/4" plywood or oriented strand board !''" with minimum span rating of 40/20 or better and glue with PL400. Fail plywood with 10d 0 6' oc unless otherwise specified. Cover decks with 2x6 Redwood with 2 screws per bearing pint. 11) Sheath roofs with 5/8" plywood or oriented strand board with minimum s3an rating of 32/16 or better 12) Sheath all exterior walls with 1/2" plywood or oriented strand board with minimum span rating of 24/0 or better. Nail with tOd 0 6" oc at panel edges and 12' oc at inter- - mediate studs. I . 13) Live loads used for design- -Roof-80 psf snow. -Floor-4) psf residential. -Wind-25 psf. 4 01 -Earthquake-zone 1 UBC 14) All construction shall be in compliance with the 1988 Uniform Building 'ode (UBC) as adopted by the Town of Vail Building \ 15) Construct wails as follows- i ,V -Exterio^-2x8 0 Z oc. Y -Interlo,-2x4 0 oc, unless shown otherwise. • 16) All beams 30is- a d rafters shall bear upon walls or beams OR be hung with Simpson Strong-Tie hangers or approved equals. 111 connection hardware as manufactured by Simpson I Strong-Tis or approved equals. i 17) All structural members are shown in their final position, • during coistruction it may be necessary to shore portions j of the structure while'other parts are being constructed. ! I Contact tie structural engineer for consultation as required. 18) Contractor is responsible for all non-specified connections, contact structural engineer for details as required. /, 19) Floor framing and concrete basement slab must be in place ( y i�� ��¢, lY prior to lack filling cured foundation walls. 1 - F/ Q ' N• � �/ ova - -V n X. _ � � I n, 11r j:5ffAFJ NO d ,ate *t_eA,3,x tv xl I IV71 + 1 c j INN• � �1.- �, _,�}. � = �' •---t •-�.��'Z � fi - 4- ry { I f 'X- �t f ,V7 VAd1L� ' I I l e � NOTICE: According to Colorado law you must commence any legal action based upon any defect WROVEMENT LOCATION CERTIFICATE in this survey within three years after you first disco%er such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years I h eby\\ certify that this Improvement Location Certificate was prepared for from the date of the certification shown hereon. 7 d that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on this T R A , i A date, l - \n - eA , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroach- ments upon the described premises by improvements on any adjoining premises, ex- cept as indicated, and that there is no apparent evidence or sign of any easement , O A crossing or burdening any part of said parcel, except as noted;,\„„ O 0 Ta os'�y�•, 17 °�`ZZ By - 6° Dannie Corcor� ao •.°O NrO Colorado L.S. �'� '°•••••`°` 4P N N Date: �o Q cS. O; 0 T V �o Q O, 20 4 (P O_ m / CD FLOOR �a459 6 Z 3 5 GARAGE EL�V LOT 4 N-\ � 1 0 �� 5 CA \9 3 4 O �_ L1\ 24 p� O \O- STRUCTURAL OVERHANG / m ELECTRIC EASEMENT 0 \\0 O SCALE 1 = 20' P� _ f l PSP EN Pc y Y GC` 3S ' 0 7 C IMPROVEMENT LOCATION CERTIFICATE LOT 5, BLOCK 2 , LIONS RIDGE SUBDIVISION FILING NO. 4 =- TOWN OF VAIL 41199 Highway 6 &24, Eagle-Vail EAGLE COUNTY , COLORADO Post Office Box 1230 Edwards,CO 81632 303-949-1406 1 r LOT 6 1 Gov 2b 26e it 22 m2zp I ip 16P -- 12 io _ off►- d -� \_ '� - - - - - 4:P2 - - -- 1 r r r 0 f E'ks t f, t z < - r -1 I 1 I- -l---�--0--_- ' -_--=--- t' -1 t -�-_----.�=O_-_►_ T 1 -_ 1 \= I J u - \ o 1x-__r-Y��n 1•_--iI--n'r - /_ k/ ,m f - _•u+� u r _ t Rr f -1 t -r- fl-�—i r•v O\ c_ <p:ymsz!•i y FsS "am•.};'I "'•' :t- >!o-'}t= �l`1k•.�;J•i\_::''-I:(.'+f►_!•{..i:.:{��.—v,':'_D j:�(i 0 .}��::.$`•h•_,am 5 _v�'r��,,�•:�a•C T-: <��•i='�"iJI r 4: —y:ti 7 ••� v:r• ); �+ � t; #. - I Of ' �e '1 V„i.t te- I� p y- -•' 1-t \s' jI +t✓_,\ r —F I - --`-_ _ t A \ O t i � ( I?L� k k I{ _ y -� �1 r t \r,k t �1 I —r -� Y -!t -\ S } 1 1 r 1 ' f a i 1 r 4 'a- r r - cQ�V J Z n_t.-� S 5 C S T- . o O o s Q W W Q ! , O Ce TRACT A 1 _ Z Lu 0 0 o t 0 k a. 0 S O o G` It $ 7o o\ o m a "lid Q LOT 4, SITE - AND LANDSCAPE _PLAN PLANT LIST .COMMON _ NAME BOTANICAL NAME QUAN. SIZE REVIEW COPY 77- - -- y♦ vid m. peel architect 1 1 p.o. box 3370 2588 arosa dr. _7 - == " " j ' RESIDENCE kathy warren � \ date , _ ,SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303.476.4506 MAY 11 1, ` project r*41°s LOT 5, BLOCK 2, LIONS RIDGE FILING 4 f drawn 1473 ASPEN- GROVE LANE, VAIL, COLORADO sheet of MECH. MUDROOM GARAGE UP' AIRLOCK/,----t �' { —*F BEDROOM BEDROOM REVIEW COPY LOWER LEVEL FLOOR PLAN david m, peel architect p.o. box 3370 SMITH RESIDENCE 2588 arosa dr. kathy warren vall,co 81658 date MAY 11 SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303.476-4506 1 989 ' 2 LOT 5, BLOCK 2, LIONS RIDGE FILING 4 project -9892 drawn 1473 ASPEN GROVE LANE, VAIL, COLORADO sheet of a I � F � � l t D �- 61 . LAW! - I W no __ - - -- -o_o -- --- f �� i KITCHEN MASTER I DEN BEDROOM DECK DINING , f _ . -DOWN DECK ` ' -f -- - - OPEN, TO SELbw i r I L DECK LIVING I 1 f Y k f F ] / U�R, Ilia I REVIEW COPY f P j UPPER LEVEL FLOOR PLAN Q ►`'D` 4 david m. peel SMITH RESIDENCE architect p.o. box 3370 kathy warren 2588 arosa dr. SNOWDEN AND SUSAN SMITH, 303-476-5299 303.47 81658 dat�rlAY 11 1 S� architect 303.476.4506 project LOT 5, BLOCK 2, LIONS RIDGE FILING 4 drawn 1473 ASPEN GROVE LANE, VAIL, COLORADO y f sheet of 2 3 4 1 5 5 5 5 1 J , mw HOP f.}!lTN. �ELEYATiON -_ - _ _ - ��=r r� EAST ELEVATION 4 3 2 1 51 5 x I t s v v - v • v v v s � �i .NORTH ELEVATION— _ WEST ELEVATION-- ! e J R david m. peel SMITH , RESIDENCE architect 25 box a dr. kathy warren 2588 arosa dr. SNOWDEN AND SUSAN SMITH, 303-476-5299 vall,co 81658 dat"AY 111939 . , architect 303.476.4506 project ; LOT 5, BLOCK 2, LIONS RIDGE FILING 4 drawn i 1473 ASPEN GROVE LANE, VAIL, COLORADO sheet of 1 - =mot�-- � �_�.. _ _ _._-. .�.. t � �•�'-- -- � � I NII, 1 ,,' I it 41 1 it 't1� • ---. �. �/�/�/�j\�j -- f _ _ _ ! /./. �- ,k^P;P.iiOl}fro. V•� t1 M±'r 1 ----- i it -4- % , ' # - ' - - t o to 0 Cn o +°S r f _-•2 k 1 2 L► -_4 N_ f __ r Y i U / / j s>•, is i•::i ;r .• OD WE 1 o it^ t I � / j4- �/y��J.���+ ' j { a� ' .R • ,. .�, . • . W C -- - �#f4� �,. - - 05- SECTION foe ;GENERAL i NOTES „.....Y.. �t The Contractor is to 'visit the site and verify existing conditions "d-familiarize himself with all new and remodel work to be performed. In the event of discrepancies between the drawings and existing con- -"'t' ` NORTH �ditions, notify the Architect before proceeding with the work. All 1 . work is to be performed in the best and most professional manner and (� PARTIA /gyp p A CCep r A 1r in accordance with all applicable codes and regulations. The Con- AL FLOOR..PLAI'�t. ____ ____� _ _ �__ .ia - ._ , AS i EL GVHT� =__ -_ _ _= _ n�- , 1_+�w , _ tractor shall remove Ind dispose of all demolition materials, debris � and rubbish as soon a� practicable. / } z rRT 11111 _ { i • -�� =`- fir_ •=�1�" � �"-""*�.,, GENERAL NOTES Continued . + - L t The Architect assumes no responsibility for utility coordination, DOOR SCHEDULE care of adjacent properties and the components of construction safety. WINDOW SCHEDULE ` The Architect assumes no responsibility for errors, ommissions and Y Door Number 1: SEMCLAD Veranda Swinging Patio Door, CVA 502, applicable code requirements of consultants. , Window•Number 1: SEMCLAD CCA-5X5 Window Number 3: SEMCLAD fixed trap. r,"r right hand hinged, 4'-11 " x 6'-8;" R.O. 12'-0" x 5'-OP R.O. to match existing. g boor Number 2: SEMCO Veranda Swinging Patio Door, All exterior `finishbs, detailing, construction methods, etc., to match 'Window Number 2: SEMCLAD CCA-3X5 Window Number 4: SEMCLAD CCA-2X4 right hand hinged, 4'-111" x 6'-8j" R.O. _ existing. All interior finish materials, paints and stains, fixtures _ 7f-2 5/8" x 5'-01" R.O. w ' " ! ►1 ' equipment, etc._, as selected and/or approved by the Owner. Patched 4 -9 7,/8 x 4 -0, R.O. - s'or new is to be finished to match adjacent existing VEST-_ ELEVATION.- NORTH ELEVATION _ = _r.._ . _v -! •Qa _ _ _ ___ STRUCTURAL ENGINEER: The M.J. Mueller Co. , Inc., P.O. Box 2747, Vail, Colorado 81658, 303-476-2627. Structural specifications and notes for the original residence, as prepared-by The M.J. Mueller Co., Inc., on May 26, ,1989, shall pertain to this project. REVIEWCOPY LOT 6 e?q,!9 2b 26�1 2+ 22 M20 1� to 0 0 N I T1,11 T V 0 G 14, 0 0 71 t 00 6 0 Q, rzf'I" sw C 0 1 G 0 ti ......... 0 0 ♦ Ji Lu ♦ .......g.- ♦ Z off,* ♦ ......... # A-7 Lu 1 o > 1 1 1 • 0 0 TRACT A 0 .................. 1 Z 0 Lij O CL 0 0 1 . ..... .. . ID �hti 0 0 rt ii; nti 0 0 .... ....... 0 G -4 0 vp 0 0 D ��l W 6 1 \ ,,,' ry - ' x r \0 N L ................. Ile Ci 0 0 0 X 7/Z 4__ 0 *0I OPT 0 LOT 4, if I it I SITE AND LANDSCAPE PLAN �qWHOVL4 Zoiv covr.'V� 1414 , _ _1 N0,I PLANT LIST -COMMON NAME 60TANICAL NAME QUXN. SIZE -k*4-: r'^qTI�4� �5t�5pq ^kip" At AUG 2 01990 rtf _T_ 'ki luLi—Ii N ---- --- REVIEW COP rL.A.I�i david m. peel architect p.o. box 3370 2588 arosa dr. ____ _ _ __ _ _ = _ _ _ _ -__- - _ _ - �'� -rte �- a --� SMITH RESIDENCE kathy warren date vall,co 81658 architect 303-476-4506 0 SNOWDEN AND SUSAN SMITH, 303-476-5299 proJect LOT 5, BLOCK 2, LIONS RIDGE FILING 4 'r 4 drawn 7 1473 ASPEN GROVE LANE,- VAIL, COLORADO ^ ' , /_\ �-/ | | -----�----------�-��- - ^~~ ----'~- ' ~ | | | �~ `�» - 0L r�-l'�- c, ~ | / _/ . / / &, ^ . . ' | | ~v+~~^ A' lY�4100,~' GARAGE AIRLO CK N fll--� 141-11k47 4 --'----' BEDROOM BEDROOM `w�- 5 - ~- ' �--'_-_- ----l-_|_--�-�--4'�d U-- -- ' �- ^ � 6J LOWER LEVEL FLOOR PLAN david m. peel architect P.O. bOX 3370 A-" SMITH RESIDENCE 2588 arosa dr. kathy warren vall,co 81658 date SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303-476-4506 Project ��".�\|' '------�-'---� J _ N�- �- L^ - - / ' � � ^ r . ' ' fl.FiLl� r-5 LOT 5, BLOCK 2, LIONS RIDGE FILING 4 drawn 1473 ASPEN GROVE LANE, VAIL, COLORADO sheet of . ' ' ` } ' .. ' | " --- m' / CJ ! 2 '' .. , ^' ^ . �,.^. v'. � 7. LAUN., L+ W. L 14 MASTER 21 Om KITCHEN 3 lo DECK . c _^- - (~_ DINING 71— DOWN DECK V\\\ lit -o�" m 01 -� '^� _z/ . t UPPER LEVEL FLOOR PLAN david m. peel SMITH RESIDENCE 2588 arosa dr. �A kathy warren vall,co 81658 date SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303-476-4506 project Ir dr LOT 5, BLOCK 2, LIONS RIDGE FILING 4 own 1,7 1473 ASPEN GROVE LANE, VAIL, COLORADO sheet �0 of ' - ^ ' | ~ . . . / | | ' . . . ' ^ � " ' ' ^ ' r 2 3 4 1 5 5 5 5 �I I l� It � M I � � � � I —I! j '�. — - - - 1 ✓ /�1 V1k�s""'� I I I I f i � � it 3 li I' �l I 'I U f' i! � a C I �I li � I �I ,i I �� f -PO f, L/ - _ —_ _ A - I / ai.-. _ _— - 71 4L { — #-rte 1" '., _wn.� .. n,,;, F 11 11 SOUTH ELEVATION EAST ELEVATION . 5 4 3 2 1 � '1 � I • �� �� 41" I � j'`� � r ;I I 1. — �—._. ry F,y�• �=� I � k N � I i! it �+ it � q I -- - - -`t.. -4 0 NORTH ELEVATION ' WEST ELEVATION- - - g1 - f`•v' 0 0 0 01 0 0 01 0 0 01 0 0 01 Q I I 0 ', david m. peelx ' ' architect p.o. box 3370 SMITH RESIDENCE 2588 arosa dr. kathy warren vall,co 81658 date '_ ., SNOWDEN AND SUSAN SMITH, 303-476-5299 architect 303.476.4506 project_ LOT 5, BLOCK 2, LIONS RIDGE FILING 4 ,�,�,a„�.. - 1473 ASPEN GROVE LANE, VAIL, COLORADO drawn: r-;_ sheet --1- of - ,Stucco finish on-exposed 1 � Fdn. walls to match existing' I F 1 , Relocate existing north - -`� ' � ; � `; 11 ew Window in Master Bath , „ --� G !E{ . ' + 9 .1 .{... ', "''1 .,1,-71e!":wr"?+.•ss+we.�±w�w« wY'...,.....�_--.,. Y+� 4• ,'R'•.n .'t. d 'v ,v u: vw•l:+v.r A Y•'lob ryYVV. , viler �.,v• o •.:+ , �9 b +h.v v ..v ..w.u.w. ^ .. .v.l t• , ., -� — _ •...Fer.i : .r � .. _ : - .. _ .. ..u. v_:_ + .,�v yr u....v vy ....... k..0 -- _W�m Stacked boulder retaining wall ,South Elevatign�. 1/8" = if-- '�.. _ _ ' - - �,' - _-- fast Elevati v on 8" ' - Off �M -- 2x12 w/1x4 shadow -board fascia to match existing ` -�- —�"Quaker Bronze" clad windows - -�-Profile of 1990 Addition 6:12_Roof Pitch to match existing, typical ' in front of this elevation; to.match existing, ; t (11.1 -�---� --;--�-_'f6"o.c. Standing Seam,Me#aC , � •��� � -' Roof to match existing, typ. _--,1x8 cedar rustic.channel 'siding to match existing, typ. f ff v yt�i dam. . rrw �R•'v ••rr e _ - rn•..rw + � v ..w..vrr 17- tit .,i'. y^ ,y(� *-�•{v' .. .. .-rbvv.:t+YV..nWwv�, .� Y , F . , ..r .y.w•+w. u,v..+nu n..,r i wY 9vnN'.:,-r -+. {/YY .- I;rA ri„*.-w+li+i• rl-+*- ` v .. .nvww.F..h.,-o ..i„ ,{(i+.: v i , Y TMr��•W-r+- wn-mv.vnv+wnw YiYr+14YM + ' , f / 1 N+ : .. ^•+vA n9-PI.4:L VY+11+,9f' v •1 u :v .v...t v LL. . r ,. ..._. _w _._.._-.._�_ � _u.. a. u ..r..:.vv wr.:..u.....v wx,n w.� ..n ..r n v. , ...-__.. ♦+r v _Y-v ...v. v.v v.ne.n — -----,;Goncrete.foundation,piers and footings per Struet. Engr. ,t Worh Elevation _ 1/91 = 1' V! -- - West ElevatianiY-: . _ . 1/86 it - at david mark peel, a,i.a. 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L_ _ ~-___ ___ "''r+r- _ _ _...�' F 4.•,-.> �y���`7��f , �/{��j) �yt(�](/t�j }K( (/tom}Jiffy 1 7� ;R ♦ \ > �i.a.r7Yi/1�t/ Y K ; Y�.4 ' {L� ,z 3 i 1 V � l�, `r,'. 1 � � ..s�;♦ '�'•♦ '1�`♦ ��.. � 1 # r t 4 ,a ° 4 �� t t i r ,,x:ajF. xs _ w r':z•��_..=•"_ ':N;i$:` 'y:y,,v i-'` - zz-a_ �:wa::c--{' ..^_.�esrs.,w... ..�«�_— -• —__�-.�.__.__._ _..._..__'___..-_.._. _.— ,. ��__._.._..__....^. �____.�.__--._.. __... � _ _ k •---- - --'-... _^._._.. �__"-_'_ _,,. . ...__.._--_-.r-�..�_..-_ , ,� , 2 7, ' t 11 -1 71✓ E LE T E .FLO09 , PL c am"c a _ _ _ 4 idavid m. peel SMITH'.- � �� � architect p.a. boX 3370 2588 crow dr. - kathy warren vcn,co 81658 6-1.1 77 IT 'SNOWDEN , ANC , $USAN r�MITR, 303-476-5299' architect 303.476.4506 � F LOT S, iLOCK 2, LIONS RIDGE FILING 4 1473 A PAN GROVE LAND; PAIL, COLORADO t - _ _ - Z Y , - ! 5 5d i F` - - -- �'' 1• [f �' ?, r _._ � '2/g t `� - c' � -' - - __ - M.._: - t , " -JIT '71 011 Al Di <i.•' - 1 f t F { r r� ' � .,.r � j�f/f II �N/}}{•r - - �•--t--�- �.; - _�`f _ _ ; ! i1 v `� 1..._ 1 'r y _ ... �f _ J,lt E _ t`- ' v i . 1 V r _ ' � , 1'- _. •CQ ,.P ��� k �'T , , '{ ai� ip'F� 4m...r-_..> •� � tN .P_ � C f , t - _ 4 _-`- Y�f } � kr4 u,+�...�-�� w.+., ,�.� '� 1f1 ; _ � -« �. � � P ' - t >• x , t t , Ill < -...,.« HIM+ �- _ _-_ rK-t �� • __, :: 2 °I,, , -, _ _ r�zl. _ 1_ar_ - �,,1w � . �� �, - Z�'I'7�� -1 " �� �` - - _ T1 I1 ._� � `;' n� 'DECK ' � ,- , � � h\� _ �--+ -...r_.a_., _-.-....._..-. t ... _, - ... .,-`__-_`_ ..-..._.. `.. -•---,•- —..�_._ »_Y— _ .___..-.,,-•..- iFJ` ,: .......... 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IVII tep x _ IN ;, _ . _ , f .` - 1 � _� 1rT_._. __. � _ - Ill , •t; ,, - _ ILI 52 ild , - `c - - . __ �-♦ �I. _ I !1 ,/�-_ � � I� 1 � ;r_ - � ! !1 I�}r!� �. _ j 1 ►//!I . - _ - ! `yyy/}}}/�/�! , �y��It �r'� _ `� Gl. 4'( CI i ~,LT •f+/ 1 �i-._. �'h i ' i. 7111 41 0 7-7,2- ' -1 2 3 UPPER LEVEL- FL60R PLAN, , � - Jdavid m. peel . =wk architect p.o. box 3370 'Ir MITH ',, ;, RESIDENCE' � 2588 arbsa dr. Cathy warren , _ van,co 81658 v SUSAN' '”AND 476-5290 � architect 303•476•4506 - ` LOT -5. BLOCK 2, WOOS RID OE FILIN'G 4 47' ASPEN GROVE LANE, Y ,1L, COLOR t ;=_ .-���."�M _ __ _ _ I IF Mr. , ..z ... ., -..I- 4M, .. - - _ c - _ .' ,- -, e -«•- r, - -, f .. -. - , . - ... -,_„ ... - - ., -+I ,__ �' ,-n-..-_ _ .. .. _..»i , _-. _ - l .r. ^_ _ _ •'--_ _ 11 ,ry ro r r_ 11 _ ` -; ,., f ..- i (,..I �}'�j[J l :... -:. na..._. . _ l ►^W ._, __ -- - = -- , : . _ 11 } a y LL . 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F _ !� n !r'1 11 o ibi1�t ar-ut.ilit ,coordin t1 crnn n _ ✓11 Ar ,% �Tft rd cHi .ect res5ucnes no°'res tie f a _, - .1. 1* I s°: r I I I rt " r= of ad�aGent `pxoperties`and'the-,comp6fients�'`o£•constiuctiofi safety,.}', r' _ ,, T G SC AU - , - , tR SCHUI.E� ,> ^ I I . -The *6hit.ect'essumes no responsi bil.i;ty f•'or, err6r's, c �ssiatis ar�d ' © c ' ul an' ; r n ' indoor" Number-1;, ,Sp�'ICLAD•CCA�SXS`' Wirdo~;a Number, �: S�4CI.Af3' fixed trap:, � • aoor` Nwnber 1 'SC1tAD veranda, Swingi{ng Pgti'o Daor, CV��-502, s epFlicabie cede requirements' otzs t ts.'" - r r .'.. i ,ri a - r'1. 1t, hand hanged, .4'-ll1" 'x 6"41" R.O; '6 , rt., �`, - _ _ - ' I r r :• r' i ��� �" i - r t, y I , i p - . ' , I 11 11 ', e-41 x 5',.roltr", tt C'1'.,� t match e a stingo > : » r ' , , .f / 1,exCerio l€ink subs, det i ing, anstructiern me htir s fi 'etq.r tv°rns of 4` II indaut'Nu'mber' SF.MCLAb-CCA- 3X5 Wirdo�r N ber'4 i' -'SEMCI,Ai� CCA=2 4 I I I ` ; °�7crar PSumber SPIKID-Verandn Swinging Patio boor WVA:-,502 r r ' ; ;j e r i tr a , p s fait # i i tttr� r R a , t I ° _ °, . , • _, _ ii ht hated hin ed, 4 --11 "� x 6'-8 " t.0 : f�t?ng. A11_inter o fin sh iva eri is air�t d' st ►is x I 7�I-2'' 51811 `x V -Q1",$.O. 4''�9 17,/8", x V-01" R.O.6 L I, ;, 4 t r $ $ ,,. equ pm tt etc. as sele,m,t.ed yand f or apoxoved, by. the- Owt►n `. atcf►ed+ E. I'_ �y 11 '. -'` ." �t p , i or' ,damagerivcc�nstrut ion' i% to bra finished, �o �na�ch' �djaoen� existing' ,: a fit ., :#`SI R i M _ � -/'^� 11.Ja�1 _ - 7,• t r t ;+•.t dry' taw ©nstructxon._ w ,- 'r = a- °I . T ItEVAT .N,'.��"�n�,. .. .," �' ,Y 1 .�?; N.4. .,, l Iw a .. _ _ I ,' _ . _ _ ,, .'I r,_. ''� _� f _ .STR`XTOR L tNCINEER: The M.J.:Mueller Co,,: Inc..,,P.Q. 'BQx� 2747, °,V it - E , I I -Cojorado,81658, 303 -476-2627°, ' Stxucture�l spe ificatigns r aAd -notes for' , , ' , I I _ ` ` , , , . i tnsi residence asr `r+ ared b rye M.3. tueller Co. 11'dc., 'oru a _11• � . `the'ciir ` - . - 'I, May 26;,,1989,` shall per'tain,to this project. - " , , ,, I _ - „_ ,I ,, av - I - . _ . _ — y _�� ._ _ I - , __ ., . - _ . 4. . _ _ ; , J, . ^ _, . - _ - - ._ _ A ij b 3 0 1995 Z ' OT ny CUMM. UEV, DER • '�o _- - _ 10A 26 260 2t 22.. q;�� Fdge of roof, I T '•., ! ` Boiding I'rn below Existing leaning trees 1 to be removed, 2 total, T v ! f Tt�V1f 8428 {� -- ------ _ f �2� New 6'x-8` minini^ i t z r j - �+ • r �(°• ' i j,�1z' rY—•r�. O t W 'These t tree ve fallen +O since o ginal 1,989 odstruCtion i o n r.. r,;r �e,p;c G , a^� „.rrr j � `^ yam,, E � !:-• • .a ..Y ~ s,P,.•,.,.Z�..'.i.Y.s.µS•"yr � It � �d J I � _ � r' ���' "' r,a+iiJr;'�' ,a'',he .,,v_ 7 'ei,+er �, _, +• i aA ' ix � rt }'F `d�?a' "ti=';as�,.r•`'+"... ;fi�ka c°'y,rai'Mr°`5 � O iP ,�yu .*+.' 4« wd' r° \` J T/��� Qj 1 ` ACT A 1 ► , ! 0 ; ' � i � � - Tai*- ..� .A . Y:,,z/° F••E iJ' ',. S r f ' � x �1 f F •� I -roi �4266, ►l842 --. o upped stone ' w ; seating wall- E i :.. Cy r` 1 _ �, c z'_ r t Jt V116 11 of V�IIiCO qy� IN \ '1,~' ! +•� �" - Q `.a �� r_ 0 �7 Stacked boulder retain, ig �; _ , 4"f .�~.---:. .a, �" - _ •! j; r , wall with stone steps, typ• #r _ t / _ o -4 /o '! i ti Y Validity of Permit t _ Sec 303 (c) 19 U B C ce or ranting of a permit or approve f Mans an not be construed to bd a perm t r, or an ot, any ioiatidn of any of the provisions o is code ,y Other o mance of the iunsdication T Is uance of } ' p ; 6 ti : ,rnit based u on plans, specifications and O r to shat` 1� f, \�„o �.*� \ ` ^°;,fa-e�vent the b ilding of r ea J = corfection of err 4 mg the d plans, specificatio s d othe' d TB' p O t ti ---- z - x-10 ' 'x- MAO 2� -2Gr 2t 22 o i© ° ' or' ' � - david ,mark peel, a.i,a. d r ` o�,d `' ,- ` kathy langenwalter, a.i.a. � � � � 258$ arose drive 303.476-x506 date &-22-95' ' • SITE - AND -.LANDSCAPE PLAN. ' 1r-,p post office box 1202 vail, co 81658 ” _ � project ' • �� of 5�•Blk. Z Lions Ridge Fln%4, yr y 473 Aspen Grove L n., Vail, Co. drawn ; sheet of u ' _ 2 Il Typical, alt-gable conditions, ..Shaded walls indicates. ;NOTE:_Con nect new.-Joundat-I new construction .perimeter, drain to existing. ;-, ' , - T V_ r , , .,..., . .. ♦ .... a .. \r I Dormer width #flr`roof-framing 'purposes h of-o--tor west dormer.see West Efev i/A4,) >TOW 3 - 6` �y��/ {/ry/�t T. J_O_Beam,125' - CrawlspaceY ;, - 'TOF.96' 2" -TOF t96«- 2_' :., New ridge beam' T4F 92 - 0' ti 96,_- - Framed knee wall on �`c�� T + TOW -10". concrete fdn. wall TOW '` ` # X00" � M` -- --- - -- - - __ .%/ `f.0 Walt plate 120`_0 5/6" 1 .:Hier/pad' RE: Struct'1. _' - Tow 103' , B►!� ,Building line 4� Garage Eltensiort _ 1 1!` .k A M above - TOS 2 ` /- TOW,100', - �' Exist. root Tow lod al ,-- � �` �+� s� , � � Exist. beam a - : _ Top of existing._ __ _ TO Plywood �1##.-111/2 footing 92` 0" +/= _-------r-- Based on 10' - 0" f.0. wall �:, a , t ` , Edge.of existing too of`,existing_foundati6n � - plate, 2xi2s and 314" plywood:F concrete stab wait Benchmark 100y,- 0" Top 6f existing,- slab 92' - 4 +/ ! Jill 'row 10& _.s - - - Fur_out Fdn:wall 10(Y -'11 1/2" - _ 7.O Plywd. (Match existing) :TO Exist. Wall-100•—0', x f --,TOtf1196, #0'l • ( 4 4 , Exist. Slab 92'-A' ; .(5)isting Garage , µ Town of Bail 'AOPY Section paranel 'to ric�g0; ,i/4"_-.1' - F I ` ;Ger�ei�al-� Notes, BUILDING SECTIQNS ARE-r. GRAPHIC ILLUSTRATION' PURPOSES . - ONLY. vERIFX ALL -STRUCTURAL MEMBERSp, MATERIALS AND DETAILS, ! WITH. STRUCTURAL' MNGINEERING DRAWINGS: • L DO NOT SCALE THE DRAWINGS: DIMENSIONS ARE TO MIE FACE OF STRUCTURE UNLESS OTEIERWISE NO17D ON THL'DRAWINGS. , s . -,dw'er Level Plan,,- - - �1I4" _ 1f_0" t �. _ _ _ david mark peel, -- - 4 kathy 1Qngenwalter,,o.i.a. ' `{.` � �►t.�� '�� ��� , 258S orosct drive 303-d7f�; O4 date - 4, -p�;t office box 1202 nail,co .81658 :nowcw ` pt � fl1 + project 6,-s � % drown sheet of - 2 Shaded walls indicates, SEMCT.AD CC28W-s' SEMCUw CC2aBO-3, new construction 7-2 5/8x5-41r2 — 2 7-2 5/8 x 5-0112 ' (Fixed trap above) 2 fiFixed trap above) t ' I 2 i ! - ! AAA Roof edge above ' Down SEMCLAD CC2860-3 • i _ -- 7-2 518 x,&-0 1/2 (Fixed trap above) SEMCLAD CC2872-2, t SEMC AD CC2860l2 - 4-9 7/8 x 6-01/2 - - - 4-9 7/ x 5-0112 36" high_solid: (Fixed rap above) h► � - y!I wall handrail fur out foun-. — - �--� ( � � �� - � I - dation wall - Q Building ling below, 2668 # fiust Bedroom_ -- Stud _ _ , � _ y SEMCIAD CC2$20 2 v _"` { 4-9 7/ x 5-Q 112 —� __• w - Handrail-height BEMCLAD CC2872-2 (Fixed rap.above) r� i ! sloping wall = a-s 7/8,x 6-0 v2 --- ' = 2as8 —�1 2868 -up '�` , I �'N j ` ; - • —�� --- -- Remove and blQck� s -- _ — i Wbod, 2ss8 t in existing windows_, ► '-�� stoop - —1 ! f ;Roof edge-below SE'MCLAD CC2440-1 , 2-01/2 X 3-51/4 -�-� �- � ____ I � - _�J �,�4 ' ► , !1 �� � /11 ` ! it ---Relocate existin � � � north window ExiStlhgfJOf SEMCLAD CC2860-1 custom Jett 1 and center toed trap. Weis 7-2 5/8 x 501 (Fixed trap above) -- Existing,Master Suite- Tom of Vail Upper Level Plan`__ I/Wl - - _- ►� f ,L "TAG" COPY Genera! Note '' GENERAL ,NOTES CONTRACTOR IS TO VISIT THE SITE AND VERIFY EXISTING CONDITION!1#0D FAMILIARIZE HIMSELF WITH ALL NEW AND REMODEL WORK,. CONFIRM DEMOLITION AND SALVAGE WORK WITH DO NLE THE DRAWINGS! DIM$NSIONS ARE TO THE FACE OF THE OWNER AND"ARCHITECT, . IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND STRUCTURE UNLESS OTHERWISE NOTED ON THE DRAWINGS. IN THE EXISTING CONDITIONS, NOTIFY THE,ARCHITECT BEFORE PROCEEDING WITH THE WORK. ALL c EVENT OF QUESTIONS REGARDING THE WORK OR OF DISCREPANCIES WORE TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. ! IN THE DRAWINGS, NOTIFY THE ARCHITECT IMMEDIATELY. DO NOT ALL FINISHES, MATERIALS, DETAILING, FIXTURES. APPLIANCES, EQUIPMENT, ETC.. INCLUD. PROCEED WITH WORK UNTIL ALL SUCH QUESTIONS AND/OR DISCREP ING MATERIAL AND PERFORMANCE SPECIFICATIONS, AS SELECTED AND/OR APPROVED BY 'THE } ANCIES HAVE BEEN FULLY,RESOLVED. OWNER. MECHANICAL AND ELECTRICAL'SYSTEMS DESIGN SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, REQUIRED`SUBCONTRACTOR OR OTHERS AS SELECTED BY THE OWNER. IN THE CASE OF REMODEL WORK OR ADDITIONS TO EXISTING CONSTRUCTION, FINISHES, DETAIL- ING, MATERIALS, ETC., ARE TO MATCH EXISTING OR AS SELECTED AND/OR APPROVED BY THE F Y OWNER. CONTRACTOR TO VERIFY°EXISTING CONDITIONS AND SYSTEMS, INCLUDING REQUIRED -VENTILATION, RELOCATED HEATING ELEMENTS, SPA CONSTRUCTION AND EQUIPMENT, ETC., AND DETERMINE ADAPTABILITY TO NEW 1VORK. TILE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ERRORS. OAIMI$SIONS AND APPLICABLE CODE - _ REQUIREMENTS OF CONSULTANTS. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR UTILITY COORDINATION, CARE OF ADJACENT PROPERTIESp PERFORMANCE SPECIFICATIONS AND THE COM- PONENTS OF CONSTRUCTION SAFETY; NOR FOR THE-CONTRACTOR'S FAILURl TO CARRY OUT TILE- WORt IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE OWNER SHALL BE RESPONSIBLE FOR ALL EXISTING HAZARDS ON TILE-PROPERTY; AND FOR THE- DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZiRDOUS MATERIALS, WASTE OR SUBSTANCES IN ANY FORMS ON THE PROPERTY, INCLUDING BUT NOT LIMITED TO ASBESTOS, ASBESTOS PRODUCTS, ETC. , OWNERSHIP AND POSSESSION OF THE ORIGINAI, ARCHITECTURAL DRAWINGS SHALL REMAIN THAT . OF TM ARCHITECT. REPRODUCIBLE COPIES WILL BE PROVIDED AT THE OWNER'S,REQUEST AND ; EXPENSE, THESE DRAWINGS ARE NOT TO BE USED ON OTTIER PROJECTS'EXCEPT ON AGREEMENT IN VRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. , Main Level Plan 114�' �� -ore' david mark peel, a.i.a. Snowden. 'Mit.�i - kathy langenwalter, mi.a. � � '�Addlt3n 2588 arosa drive 303-476•dSQb date post office box 1202 vail,co 81658 of 5, Blk Z Lions Ridge Z=ing.4 project 473 Aspen Grove Ln, Fail, Co. drawn A3 sheet of - - -- -- - -- - - 2 P Dormer width for root framing purposes,, �;tucco_finish on-exposed - Nn. walls`to match existing, E I Relocate existind'north, Window in Master Bath \1 t , i tf , v �v vt •VY.fnvv...S.u. ,vv.vw:♦..1•lY,w Yi lnv.w, .v. n� ,vi A• 1 •�) - '--+v-+-•+• r - r v v 3 ww^M'4.0+v wv. ^Y' v ,. .t� ' - : : , l r : } , r f i .vh.L •.wrr wiv:,.v. tt•• h" `�' ••• , ,1 r , I t. I r 5 r r : _ vrw_.v v.u:u»x vwr.,,v...uv::w•:nv.vuw,v+vv:iY.w..rvv•.,.w♦w.,, ...,• va �., r: .v , _ v v .. x s _ _ v_ _u v e..v+r w. v._ v .v....,r.. _-�_ x: .-, .v .. a. .._ :.v •v.v_v vv.,e:.v , a v .. ,. ... .. a .. : :_ _ - :.-.. ,�>: .. a .. ... +u .. ..a ...v. _- a a _. .._.,_ - _ _ .. ._,._.v +, 1 :{ ., , : M r - v _ v v � +.,+w L.. .. .. ♦.. ._. ury .+•+„ Stacked boulder retaining wall ; , ,SoUth Elevation., fast Elevation, ,_ x12 WU4_shadow bodrd, - f fascia to match existing ------- y'Quaker Bronze" clad windows Dormer width for Profile of 1994 Addition 6:12,R Tif Pitch ' g, typical roat framing purposes an front of this elevation' ` o to match existin t scat ,to Match-existing~ _ ` _1fi".o.c.Standing Seam Metal , Roof to match existing,typ. �1x8r:c6dai rustic channel` 4 j siding to match existing;tip. I N L J_ � Y•r�wr.,;.vgv,v ,w..,♦,v, ..v.'{''vn0.ve:•.r, - v.,,v R i im,•-♦.k-'- .___ -' 7:01;� _. _. _ 1M '. r 1 .r ... r v .fv t , ` .. _- _ • ' v }} ,, ..v_. v ... ` ]�}. SJ rYM"-mn•-A v� v 114uP�+rvv,S v vwrw,vww,v:'a F.v. r. +u v 1 vi.FrvJ-��+:a '.I,i ..:v.v.v.•.v..v..,,.r.v.n.rnva..v Y•t•IY' r. • i, r lFri ;:. ',1� +v4 .vvw.. Our y`M Y vv.:vv.}.•.vn v.rnwr;w v.vn nv,v .:.: • , . ro•wrS•Mw••u+nw++ti•.+ry•wWUn.....wv. r 7tFf v . P t . r 1 urru, v'r.• v; : v',,vr 'vry 'rv:•:v.vnvn .v v v r u „ : ,n .. •fix .. � a � , P A .. , '• , .. concrete foundation, piers and footings pier Struct. Engr. l�lortl Elevation .- 1l81' =,1'- ��_ Test Elevation._. __ al - 1, - o'� Town of vain -4 ("FROT r L; "OPY eneral Dotes _ dcxvid-,mcirk peel, a.i.a. " _ ' n�►W�e �'n�t�i�. - - k6thy Iangenwaiter, a.i.a. 2588_ arosa drive" 303-476-4506 date , EXTERIOR ELEVATIONS ARE FOR GRAPHIC ILLUSTRATION PURPGSES , esidenge-' ddffion ' pst office box 1202 voil, co 81658 ONLY. DO NOT SCALE THE DRAWINGS!» - of 5, Z Lions Ridge Ftng. 4 protect REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR 1!OUNDATIM 473 Aspen drove Lm Vail, Co. drawn WALL STEPS, FOOTING STEPS AND,FOOTING DEPTHS. J sheet of ' I w NN,A N 00 •r N r 3' 24V GO 9MI,VLYklooD-M 2-2x10 GW069 wl 2 vows ep iod (p, tom 1o3.6M r b To W INS �t 1J! '� 9b-2�' I Mr O Lo — x0 .W. R f Of o 'P W� c �u o, J le,0 � L G A� 1�.1 1, P S G X o IV F" �o + 26� (�"o• 51k u �u W k1 Win"fl�D , �,�' of ua G qf-d' q2s „ 3 51�� 2�-1 to 2 04 I� i-1M 16' b �c ��N�,D va� QX -� v:� 3 • • I ••• ••• v I — � �� :L � `('okJ w �20uND-�'j'��IM>iTER, d� `• ~ `��,, Z;4. G ol INV IL J_- --- __- • _ 1`3t11� x to � ao,�, 4- 5 4� . I► x OF�nstlNb 51,88 �f L q2' q2�u�l I �ulo rz 5o U0 ouNDpmoN �.o�►�. -Ia W loo!-c' loo-d' d' ,44'ibl' or PIXlclaoD _ r � W A ffA-AI•W LUHW-R Oni-VIrl o'f>i• Ig"of lcFkDf: 'ro SE IrJot,MAr11?s�• NoT•E; U0�lEl, NE�r1 l;Nvr4.10 �XIS'jNCo �NvN, lal 'o, 5 VoUUS k 3-Qu 10,9,C,-�IU. "A, T �' (o Q " INTO u%s-r%r4& hoo Wour W/ Now ai 50f-jNK MAY, FFL741M LLNTE S��(�?; Mr NF41 Ve*MCM- loUD J01HT SOWEw Aout Z F-XIST1rIC� FzuNDR�1oNS C2 p �S �`�P�cPa-), �� 0' O O N U > W o. Dj m L Lo ® O � z J 1W 1/aII COPY FOUNDATION PLAN NDRYt� MAIN LEVEL FRAMING . 1/411 — 11-011 1 /4" — 1 '-0" 1 , OF-3-, a N 00 CM U) (00 W% co 04 r- 6(0 8 0 Z tit A \ IZ 10 K 10 WV+ W 00 -1- A I If — 1;4 L woe of:. =0P HeAve* +It 1111— 0 + _e E 0 New Lowe* D'A V 1, rieLv ■M cm A 0 L. X 00 lie 0 V NJ 191, \V 'A I LAI, _J O_ -�I?GL V/8 x I CL V_ Ak--r7f 00 F(AIWO I + 1b 5Y5 x 5 A-r . I JV-J,,p �Va y I L41 a 10-T L 0 wt f6m ko I to 14 4 Ir 1A r-or 'N, R. �01NT dQ. 0I Ia, I _J X I Oka, =0 �11�� Ocl 45 1 14 21' 4, SO/ m (10 N I �p NJ /A 7 0 mf� of I _2_i�000/ p Rki v ap 1*,/6+x Lougft WOW- POOP 6t h ( J qo� VV 7:1� IS I" 216 Ib"ao. (,. '45 1 80 V ?40E- OVe44AWd C-rrr. Soffit'' BA Pis) O� 7 ell I 59x°1 I Z _ �n Oi'f.NINC�. I I I Q �" S96F, OF MW sxlf-N61v* ter Q LL UPPER ROOF FRAMING 00 _3 X4 1 /4 -0 J L 0 0) STRUCTURAL SPECIFICATIONS Z < > 1) Foundation design based upon "Soils and Foundation rating of 40/20 or better and glue with PL400. Nail plywood LU o Investigation", Project #V-8182G as prepared by INTERMOUNTAIN with 10d 0 6" cc to all Joists, field coordinate screw option. _J ENGINEERING, LTD. dated October 1988. Installation of 10) Sheath roofs with 5/8" plywood with minimum span rating of perimeter drain to conform with soils report by engineer. All 40/20 or better. Nail plywood with 8d 0 6" cc at panel edges' footings are to bear upon natural undisturbed soil or compacted and 12" cc at intermediate members. structural fill as approved by the soils engineer. 11) Sheath all exterior walls with 1/2" plywood or oriented strand 2) All foundation around perimeter of structure shall have minimum board with minimum span rating of 24/0 or better. Nail with frost protection of 4811 to bottom of footing, All foundation 8d @ 6" cc at panel edges and 1.2" oc at interned walls and columns to be centered on concrete footings unless 12) Live loads used for design- intermediate studs. Shown otherwise on plans. -Roof-SO psf snow. LO 3) All cast in place concrete must be made with Portland Cement -Floor-40 psf residential. 0 and attain minimum compressive strength of 3000 psi after 28 -Wind-25 pelf. days. Design based upon BUILDING CODE REQUIREMENTS FOR -Earthquake-Zone 1 UBC. REINFORCED CONCRETE (ACI 318), 1992. All concrete slabs on 13) All construction must comply %ith the 1991 Uniform Building RE 0) Z grade must be provided control joints (scored or cut) in Code as adopted by the Town of Tail Building Department and the accordance with soils report. All exposed edges of concrete "General Conditions of the Contract for Construction" (AIA - shall have 1/211 champfer. Concrete work shall not have any Document A201). > o Alt Vail horizontal cold joints unless authorized by the structural '14) Construct walls as follows- engineer. Field coordinate all vertical cold joints with -Exterior-2x6 @ 160 oc. structural engineer. -Interior-2x4 @ 16" cc., unless noted otherwise. 4 21M 4) Reinforcing steel is ASTM Grade 40. All welded wire fabric 15) All beams, Joists and rafters are to bear upon walls or beams, ICE COPY must conform with ASTM A185. Reinforcement placement shall OR be hung with SIMPSON Strong-Pie hangers or approved equals. conform with MANUAL OF STANDARD PRACTICE, 1990 as prepared by All connection hardware as manufactured by SIMPSON Strong-Tie CRSI. All lap splices to be minimum 36 bar diameters, all or approved equals. horizontalreipforcing steel to be continuous around corners 16) All structural members are shom in their final positions and at wal l intersections. minimum reinforcement protection: properly braced and supported, during construction it may be -Concrete poured against earth 311 necessary to shore portions of the structure while other -Concrete poured in forms 2" portions are being constructed Contact the structural -Slabs lot engineer for consultation as required. 5) All lumber shall be Doug-Fir $2 54S or better, all wolmanized 17) Contractor is'responsible for all non-specified connections, W ER ROOF & UPPER LEVEL FRAMING lumber shall be Hem-Fir #2 $4S or better. Provide solid I contact structural engineer for details as required. Engineer blocking at 8•-011 on center in all diaphragms. All columns to to approve all structural substitutions. be continuous bearing to foundation. 18) Floor framing and concrete basenent slabs must be complete and 1 /4 1 -Oil 6) Glulam materials, manufacture and quality control shall conform in place prior to backfilling =red foundation walls, unless with AITC Product Standard PS 56-73, STRUCTURAL GLUED LAMINATED adequate bracing is in place. TIMBER and LAMINATING SPECIFICATIONS, AITC 117-84 DESIGN. !19) Contractor is to coordinate all diaphragm penetrations (is, Simple span beams shall be Combination Symbol 24F-V4 with no. chimneys, plumbing sewers, etc.) through floors, roofs and camber. Continuous or cantilevered beams shall be Combination foundation walls with appropriate sub-contractors. General WALL L EGE ND Symbol 24F -VS with no camber. Adhesives shall conform with the Contractor is responsible for aeans, methods, techniques, requirements for wet conditions of service, sequences, procedures and job-site safety associated with this .7) Anchor bolts and bolts shall be A307. All Trubolt Wedge project. General Contractor to verify all dimensions and 010 Anchors and Ramsets to be installed according to manufacturers; elevations with architectural drawings. Notify engineer of all specifications. conflicts or omissions between various elements of the working+ 8) Microlams are as manufactured by TRUSS-JOIST CORPORATION, see drawings and the existing conditions before commencing with 1 shop drawings and manufacturers standard details. All built- that portion of the project. General Contractor to inspect LIA" -ro � �H;lyw - up Microlam beams must be glued with PL400 and nailed with 2 remodel projects and verify prJor use and proper 'disposal of rows of 16d spikes @ 9" oc. Microlams deeper than 11 7/8" must existing materials (i.e. asbestos, etc.) as required by code., be bolted together with 2 rows of 3/4" diameter bolts @ 4811 cc Identity of all existing hidden structural elements based upon' AVMO top and bottom. plans by THE MJ MUELLER CO., IN�. dated 26 May 1989. 1 1 F 3 ! 9) Sheath floors with 3/4" T and G plywood with minimum span [20) All materials exposed to exterior and/or moisture conditions S2o shall be treated for these conditions (is, chemical treatment, staining, painting, etc.) as required by code. N�- °.� C- 00 � 6x6 LowHN o COLUMN "'af. W - a Io"d� piEl:- w f C4 2-#5s coNro„ K O ,2,-+c5,2,-+c5 pow" I �M G eL >, ° - WJP- P 044 ..��.. 31 ••.�b �y� •V zX SECTION D ¢ftMlNf� 1"0 moAox voers /Z"4 A�►xfte eons 245 cow, e 4 aG. 'I DY pnJD �oT(oM �i �H1�1C� pl;R J YEN LL 2--45 6m Co,�r, • 6' MIDI. #� 6 Ib'o,c, Lu 'fop F`t'D 117'°M - 0 _ c Q i cn O °I6'lo R[t� e I$IIDiG� �2-3-5� (DOT, � �d HM• ��•P�kR�� I$"o•c. 2" N Z U iQ Lb V-D&rir-relz F p11 S u 'ry 1° Lo 'o �WELG (E 16'o.c, �-- /� �--msµ -T l O" own of Vail -Co �xasnrls,. lo" P SOS S COPY IB PER ear► 49Nr- I o Qj�' • • $n I - �n 345 8 `Pc?s ,611 Gorr. 3413f �, �� 80 �•�1�INP�vtRM • IrJ C�Rfc�L CoNN�-T ��' T/ 1v IDFPNEI. GoNN�a � 2,On � �� TO 1%X�STIriCt VRF►1�J -� 1;X15TINC9 9p.ArIN 2-� ?.r0" ooloo SECTION C SECTION B} SECTION A S 3 , LOW 6 r f a -° Stfirf Z� ze 2t 22_ M20 11 ( 1� _ _ ; �o _ _!P0 f / i ]� 1 Edge of root_ �\ � r - - + � L type _ ' ' { ,# T Building line below, t--r---- _ — -- �� - --- i.. E , Existing leaning trees. to be removed, 2 total -- 4_T� (2) New 6' V minim o- - - These. t tree h ve-fallen'--- j o < �j~ `� j(�/:X ` t , ""' ' 0 W Ic sinWe o ginal 1889 onstructi0n` t f E s« • C rtt, O Uj ' A "�• I .. S. 1 r = 4.5Nq- r.pwq�, .fr-.a +-:r:�-FywWf _"i2�'.Gx If ` � � #' `rA t�"��° �'�i�'j•�.>,�`i�,r.. " r = E....,,, n, A ry?E t 1 \ F ' f• / , { �FgNt ti'f"y'i,..�-.dot C E��` '?r{ •w"°1' _ i`. O W J-".: ♦ 1 / � ` f �'�►•., ri'.p?3'.:�T�'�y�' d,��*';' �ifR j ` �\ + i tOw-8424 �,,.� v� � ,°, k- ,LOO TRACE`: A � � I � O � � � � � TOw 4�1 � C �!i� ��; ` '�---1,y� �„ -..-.^a� , `��',�F".en iu [`�,ft �' , �I�t; l+''�'��lw o o �R , CL �CSCC 2:i" - �1 �: 1• ti I •F ♦ F 4'f°rk' ..f �� ., I - r � Z � � • •�, } '' _ fJXtj1,. ,` ;`S ...'+ _YI +,4".`I♦ !�a _ � o 'Capped stone seating Wall ` `'t i �•••i• •sJ , +ate ,� a µjj ,'T j ;�.S A'{,. i ���'`'" � x'11 _ I`>, •' .�fe ' � 0 t _ � f 11) - Stacked boulder retaini ig J Nr 1 gall with stone steps, typ. d ` ,1 d p ti �\ c r /may t l�l Z 0 i ! O , r -1v ► 0 2� 2G� �2 07'24 1 1 ``� ►2 j a '}© o a - ( o +C ff david mark peel, a.i,a., r �rr+�el� ���� j lwathy iangenwalter, a.i.a. _ . i $ + -� 1 2588 arosa, drive 303-476-4506 bate ,ry-22-96° i 4 .SITE . AND ,LANDSCAPE PLAN - =� _ I r l�-G'': ;�. .. 4-t past office box 1202 voil, co, 81658 �0 ©t� a Sllc I, Lidns Ridgy T~ , project Rriy 47 AspW Grove Lm YaiL` - drawn _ tJ sheet of .. i NOTICE: According to Colorado law you must commence any legal action based upon any defect IMPROVEMENT LOCATION CERTIFICATE 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 I h eby certify that this Improvement Location Certificate was prepared for from the date of the certification shown hereon. that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fenpe, building or other future improvement lines- I further certify that the improvements on the above described parcel on this r, _ A date, to - \0\ - gel , except utility connections, are entirely T R A � � within the boundaries of the parcel, except as shown, that there are no encroach- ments upon the described premises by improvements on any adjoining premises, ex- cept as indicated, and that there is no apparent evidence or sign of any easement 0� crossing or burdening any part of said parcel, except as noted. `01„CO,"C , S IS a3g 22 By N 8 ' \NCO Dannie Corcor� ` Colorado L.S. p® "••°° N Date ID- 14 -�� �o NOT ES. 1) Street Address: 1473 Aspen Grove Lane `0 T 2) Lot 5 shown hereon does not lie within any 100 year flood plain desigration as shown on Federal Emergency Management Agency - Community Number 080054 - Flood 0 Insurance Study dEted November 2, 1982. Q 3) Easements shown hereon are those on the recorded plat (311 for Lion's Ridge Subdivision Filing No. 4. O 4) The legal description of the property included in this O; Improvement Location Certificate is: Lot 5, Block 2, 4 Lion's Ridge Subdivision, Filing No. 4, according to the 20 COQ recorded plat thereof, County of Eagle, State of Colorado. 24 0 a NrJ co 4�N ?8 �1 co 5 �►1 o. 8435 FLOOR ELE8459 6 "e;—DECK V ;n 4� 5 RAGE ELE �.� I LOT 4 N( � 23 GP R,OGE 2T g 3�0 4'� v OR � 24 0 o. ADRI VE SPHALT �%\ DECK / STRUCTURAL OVERHANG / m ELECTRIC EASEMENT 0 °'' p0 DATELOF UPDATE 010/19/89 l s 6�1O� Pc,P E N PGGE IMPROVEMENT LOCATION CERTIFICATE LOT 5, BLOCK 2, LIONS RIDGE SUBDIVISION FILING NO. 4 - - - TOWN OF VAI L 41199 Highway 6 &24, Eagle-Vail EAGLE COUNTY , COLORADO Post Office Box 1230 Edwards,CO 81632 - 303-949-1406 1454 f 7'-----..Shaded•walls indicates new construction Grawlspace --- Framed knee wall on concrete fdn. wall Building line /g3 {Garage Extension , above tdge of existing a concrete slab f i F i ' � 5 f } 1 i 1 1 1 i 1 , • E � f i 1--- �� i s I s { y i &xistin _Garage J } 1 � r } i � I 1 f I � _ t r I Lower Level Plan ,.,.- 1/4" _ 1' °-Q" �` david mark pee[, a,i.a. ' kathy langenwalter a.i.a. id n6 cif dltlUl'1 2588 arasa drive 303-416-4506 date s}22-95 post office box 1202 veil,ca $1658 Lot S. Blk Z Lions Ridge Fang. 4 project 11473 Aspen`Grove Ln,Nail, co. drawn A2 , 1 - I Y I Sheet' of y Shaded walls indicate& new construction _ - Roof edge above Y r Down j Al , — e -;�- 46" high solid, \ wall handrail ' - Building line below Guest Bedroom-_ - -- -- 4 Study i t . — I ! Up t -— -- - - - -- Remove and_block- in existing windows \Z ..... ........... - - - -- - ! Roof edge below 00 I Relocate existing f _ north window Existing;Roof -Existing Master Suite - -_ Upper Level Plane- f i f � I i Main Level Plan _ __ 114" - T - 01,- dnv`rd mark peel, a.i.ar. i kathy langenwalter, a.i.a. r_ :Snowden 'f.th: _ - 2588 arosa drive -303-476.4506 date 5-22-96 r" esde. t?n post office box 1202 vaii,co 81658 A3 Wt .5, 61k. Z Lions Midge Fing. 4 project 473 Aspen trove t,n; Mail, Co. drawn sheet ' of r Stucco finish on exposed Fdh. walls to match existing Relocate existing-nor Window in Master Bath- Ti F 7 1 # Stacked boulder' -retaining wall South- Elevatiorid- East Elevation,- -, 2x12 w/1x4 shadow board fascia to match' existing '.'Quaker Bronze" clad windows -Pr6file,of,1990 Addition , 6.12 Roof Pitch- to match existing, typical- f r6nt ,of;this elevation' -to match existing, --16",o.c. Standing Seam Metal{ Roof to match existing, typ. IxB cedar,rustic channel siding to match existing, typ. t . .............. X EEE 4 _T- IT 4 F- �7. + 4 4'4- POP, Oliddit. '717 IV - Concrete foundation, piers and footings per Struct. Engr. North Elevation 11 - 0"1 West Elevation - david mark peel, O.I.G. kathy langenwalter, c.i.a. SnowdeiiSfinifth I — �03-476-4506 date 2588 cross drive �ea1C�t'1'1ce Addhion post office box 1202 'vail,co 81658 Lot 5. S Z Lions Ridge Fing.4 project 1473 Aspen Grove Ln,Vail, 00, drawn shoot of , i r - 0 (O O o 40 I I � I , I J r , I I C I , i t I I ► , o ! , � \ , °p m I � � / , � � I J I I , � r ► 1 I � , I � � I I I I I r l � , I r � � I I I I r I � l � I 1 i , i ' \ ' ► I / I I I ► I I 18' ; l l r J 8„ I I I r I / - / f I J 8' I I I I 6 12" , r 1 I I I 1 I o � . �, r I2" I I ► I � I �` I ► ; SET P/N AND CAP I , / s I 2 s 45 0 0 E .4 88. 27 / I I I I i 1 �' L S NO 24318 I i—� I I I / —'-7— / /1 8„ j I l I /0/ IL S NO 24 I8 AP ' I I I TELEPHONE k8" / /' / ELECTRII I / 8 / ` I 1 I I EASEME�T �o \ 0 1 PEDESTAL EL ELITRIC I 8" TRANSFORMER I I I I I I I I j ► / // // / / / pR / / ! / / / I I 11 /0'1 , w s I i I I I 8„ `_,� ',,�,- 4.3 e- �_=''•.��rM.•' I I 1 i l 1\t/\t/I I I\I I I I 1 I I I I I\/I I'"\,\I I I I i I r I\I 1 i I i I I I I j I I I!i I(I I I I J\8 I I\I I„I I t I I/!I\I I!`I I I I I I 1 I I I��I i I I I;1 I I I`t\�I I 1!\(I 1`\I I I I i!I�i I I i I 1 I 1 I II,t/\-\l I I I!\l I,I/,1 I\\-I I I I'I I I I I 1�I I I'i i'i I.\�l I I\�\I/I J I I\I�/�l I l�I I I`I I I�I I I i I I G J I�I I��r I,\I I I I I I�I I I I 1 1I I I I�1\I I I I i,1 1 I\,f Ij I I I I�1/I i I I I I 1 I I I I I\I 1►I►I I I\I I/\I I-I�I\�I'�I I I 1 1\�I I I i I I\1 I t 1�\I 1 I�I I\1 i I I I\1\1 l\J\\I 1 I I\\I I I\I I\1►I�/\'\1\'\I I'i I!I 1\'i\I\I I I I I I I\I I I l\\I/t`\a I I\ ►I\�/\I'I\\/t I 1 I I/1 I I`I I 1I I\1\��`l�►I\\I/I 1\/l\1 1 l 1\\\I i I,�I I I I\�, / tt\\1 1�1,I �,J�I I►1 I'I XI`I'I,I'/8(1 1 I"I„I/I�\�\\\1'�\�"\\ \\ \t\I I I i I I I►I 1 1'I\1 2 I't I I 1 I 1 I 1I 1 1 1 \ �\�^\" "\ 1 \I I I I I'I 1 i I I'I 1',_1 I 1 11 1 t I l,\I i I I I I \ \;�(�O 3\p~�°\•I\I`"��1\0 Z\ \,\ I I I\I►`\I,I I\I I I I i ✓I -i Q� Q—SJ j! W - . 0 O 2 10 5 0 10 20 30 I 0 ° I /8 o (SCALE IN FEET I , I j I / 1) 8 10 N p Al • M BY , a 7 Q ► " ' r f �.•:,>:� CJ c��.s J n h.' , O I L 0/T /5 , BLOCW 2 70 p 10 054-0.88 QUA RE FEET LU LLJ 0.4 16 ACRtS I W Q O 0) I Ln I W 12 12 v ti I0 ° \ z *12 Q o *6 V V o q,, FOUND PIN AND CAP 6 = )O \ \ L S NO 16827 / W � 2.? \45 '00 1 5 21\ FOUNDI PIN AND C P 10' L S N0 /¢8441210 CERTIFICATION: I, Brun T. Kelly, being a duly Registered Land Surveyor in the s 1 s State of Colorado, do hereby certify that the survey shown hereon was done by my or under my direct supervision and that the vertical and horizontal measurements and pins found or set as shown hereon are correct to the best of my knowledge and belief. 0D d0 O pp p 00 Brian T. Kelly Registered Land Surveyor No: 24318 .4 Q NOTES: ALL TREES ON LOT 5, BLOCK 2 ARE ASPEN TREES BASIS OF ELEVATION- SANITARY SEWER MANHOLE LOCATED IN FRONT OF LOT 6, BLOCK 2 ASSUMED RIM ELEVATION = 8400 00' Date Revision BOX 978 SUITE 103 INV IN -839205 09110NOT71NGHAM ROAD Inter-Mountain 1420 VANCE STREET INV OUT -8391 69 ON, COLO 01820 LAKEWOOD LAKEW0 08(303)949-5072 EngineeringLtd. (3032320158 �•' BY TOPOGRAPHICAL AND V_8181 S NOTICE: According to Colorado law you must commence i••°•°any legal action based upon any defect in this survey TV BOUNDARY SURVEY 9 114188 within three years after you first discover such defect. checked LOT 5 BLOCK 2, Scale cc = n no event, may any action based upon any defect in e T, K LIONSR/DGE SUBDIVISION FILING 4, 1 10 this survey be commenced more than ten years from Field Bu•k TOWN OF VAIL EAGLE COUNTY COL B^••° NG 230 /60 , , O• l OF l the date of certification shown hereon. Piost M Wand tax lransrrittsl mCMO T 1 kctpages 0 �, ���1 1 2 Q7 f Ph ra -- Alu • i � r I E r°-- ♦ _ -__ - - - .r_�3 a�Y"^C.?.e!- Wit' -3� -_5-'•GEC='._�:�2 i._���� _- ___ - -- - - uth Elevtion d. r -- 2x12 wFtx4 shadow board 2 .' fascia to match existing r - - - - "Quakes Bronze"clad windows &12 Roof Pitch _ i` to match existing,typical. to match existing ,f ;r - -� ;' �--- _1S'_ac.Standing Seam Metal f ff t Roof lo match existing,iyp. Urf -- _ __xS cedar rustic channel-_ iR siding to match existing,type lU r ►V �'Y -- r � - f r -- ------------- -----_ ' - vzz UTP • _ __ -_____ T;:—JaR�sSitf� �!L - .sj,?.��-'n:. r.i--..:.; ;'- -S • - __ - :k:: "5 ' _ , , ___ - _ _:i eck `y i�>�i-ice-%-r'...e`,i�C.y VP ice' :_4.. sx.` z-acs flilk 37- mac' �= - 'a'._-k �s ia-.. �`__ Kw= - _''-- —Loncxete foundation friers - - r1�"� �y•2. � footings and r– -_ — g- per Strucft. Engr Snowden Smith lldd m --- North Elevation __- - ��'=�'��� _ MT3&=w L".Vak 00 FF peeUllainegen wafter arcMtects,Ur- _ C 4�IN W ' D�rmerwidth tar -- — of 0f3990-Acdition s roof fr"Ing purposes in front of this elevation �+ J J i e € I' - ����� Snowden Sn*h Aid 17--W--�St lVi o __ -- -- - i!v=_It _Q"- _ /a „Na#r arm, + - V