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HomeMy WebLinkAboutINDIAN CREEK Lot A1 A2 BA.pdf KRM CONSULTANTS , INC . JOB P. O . BOX 4572 SHEET NO. _ _ OF VAIL, COLORADO 81658 (303) 949-9391 CALCULATED BY DATE FAX (303) 949. 1577 CHECKED BY m DATE SCALE i DPI P If I I a , !ta f t o a4I di ' ^_ . I I I :` -� � ✓O V �p ,l-y �1� � . � � ® KRM CONSULTANTS , INC . JOB /y 4 � P. O . BOX 4572 SHEET NO. ...._.__ _ OF VAIL, COLORADO 81658 • °7 • �( (303) 949-9391 CALCULATED BY _ DATE FAX (303) 9491577 CHECKED BY _ DATE SCALE I t � A TPTEoP o. x pp a �. jLAv 54 ILA 6� 1/*/%3AV L _ k JOB _ A `° � *iv KRM CONSULTANTS , INC . P. O . BOX 4572 SHEET NO. OF VAIL, COLORADO 81658 - > (303) 949-9391 CALCULATED BY DATE FAX (303) 9491577 CHECKED BY DATE SCALE i I i a7 �al �1 � b r - �-° • ° i � Ili � -----__._ ® 11 � '�D ���.®✓ > (�°(® � of �s C �l � . 5 KRM CONSULTANTS , INC . JOB P. O . Box 4572 SHEET NO. _ __� ® _ OF VAIL, COLORADO 81658 CALCULATED BY _ _ DATE (303) 949.9391 ---- FAX (303) 949= 1577 CHECKED BY _ -� DATE SCALE I I I : To11 Y .r 41,/ O/V /DG , o0 1 8 4 8340 % 10 V T14kf Y AAID DMA V,aGE,f`EA,�E GRAPHIC SCALE TO BC ABANDONED .6Y SEPARA I I : ` 20 0 10 20 ao 80 / � - 833 ( IN FEET ) 1 inch = 20 ft 320 •,. - - W 0 �. 8 3 89, 46 LOT 6 -:7. 054 A CRES .. _ ; LOT A — 7 4 / TRACT A S45 2254"W 56. OQ' S4 2254 "W ' ; %-IZ31. 50 _. � COMMONS If T tz:) J 0'C") Cb 810. 4��d - 77 _ 4 (TYf') e4 ti B 250.' [ I` _ - B \' ��� 1 �- L"V T 805 * - / / r . / - 1 _ \ 6I r '"°°^ 8 • C O T 77 s _ a O l ° .°"°.•` / / - .X28 f -- - _ t *3d K- T 777 Tl ^` I ' j,. 8 7-45 ` 66 18 6' ca _ .__ _ e 74 rc -, a 70 o O , �! •-----~ � !s �4 9. J �i � • - - - 5 s- = - -- - - i �\ i �p r n o 'IN V 68 1 . 3D.,.t S45:22 54 W, - �� q3 6 T 709 690 -- Z 55. 93 ----- 62. 42 ,/ t 6 f 82 0 - __- _ _ . _ uDi� T 66 � t o • _ trN try,,rv� �✓ - / / / / l / � //' , -_ ��a20 / \ 2\ 17 TA 5 LF 30" CMP Y T. *10 _ _ �1 -� , _ — _ - - - - , d• l USLY PLATT — 2 �o L T -k z' cRA VIZ D __.-.. ©5°° 7 za o ifs 6 o� T 1 EAST .,�-� - o - __.. 260 I` ` -.. n IN - 650 of Vall'Gammon 6rZ`73NC Play 7't91IU1 Fir 9�3' - A 59. 15' a � f_ , I - _ >oproved 0 _ _ (� , " � E co ,cuRB OR/(/EH p d -• 2' CONC. P N (TYP_) 14�_._.- SZ 20' BU/LOING SETBACK _`' CO A Y 1 5 - 5 14' r &8 r , 5?Od t r ,� �..+ j i��v N/ , 55� ,� . - - � _ __ _ _ _ - -- - _ - - -- _ -------_ -• - --f--- -- ,� ..,,-,,�. ..�,..�... _...�.,,. .��.._. —Validity-of eermrt.� + .� 520 -- _ --- � = - — _ _ _ _ r s5_ - - , 490 •— - °- --_ - _- -_ - - -- --- - _ _ _, - - _ - - __ 4 t T 54 0' •d • a ---- - ---='- = �- - - _____ - _ __ ---- - - - - - - _-- - - - - - _ fl r r3suance or granting of a permit or approval of plans ane 8 42J L�= '� -..�..�- --_ a ±�o'- - _ ,r 5z7 -- a aclflcatlons shall not be construed to be a permit for. or an °�- e 4 B Ado - - d . 2° t�roval of any violation of any of the provisions of this code . - - - r 465 ; _ - T �t of any other ordinance of the 'urlsdlcatlon. the issuance_of-, A = - - --3 - _ �- clficatlons and other-data shat' z 9 440 lNV ELEV = 475 _ e -thereafter requiring ti1E _ ?t MIN 12" RIP RAP CHANN. restlen�of errors in said plans, spec Ificatlons ; a EXlS77NG ELEC MANHOLE lNV ELEV = 46 8 .�� EXISTING RIM EL = 8256 2 data INSTALL 63 LF 24° CUP V50 09 Rl {/E 50 30 0 cfs INLET R,'M 49 0 INVERT = 46 2 82 ' WIDE CONC PAN LEGEND � S s � SANDSTONE _ f2 so . _ m 33 EXIST/NG 12" CMP < EXISTING 18" CMP =1 == _� RETAINING WALL - ,- ---- --, - - - -�-� -- J' CgNC PAN V.0 2' �ONC PAN T� PROPOSED 2' CONTOUR I T 2 0 T 520 8250}--j--I 13-4 9 8250- NATIVE ROCK RETAINING PROPOSED 10 CONTOUR ;T 48 o HALL (TYP) OFFtct RETAINING WALL TYP 7� 1 B__45 Q__ EXISTING SURFACE --`� 460 L , BUILDING ENVELOPES EXISTING SuRraca_ T 44 0 44 5 T 445 I ( PROPOSED 12" CUL VER T ' ; B, 41 0 0 " 1 8240' --- - _ B '9 5 N ® CA TCH BASIN 1 I A EXISTING 2' CONTOUR 1 j 832 EXISTING 10' CONTOUR DATE REVISIONS __�_a__—__-_, - _ i _ _ _ _ _ P O BOX 97B \ 8230--r i 8230 4/2/93 REVISED PER CLIENT, TOV MLM D»M£TCALF ROAD �Int mo>lunapan '- I I I SLOPES 409' OR GREATER 4/6/93 REVISED PER CL AVON, Coco Brszo (33 �i,� riee»init I I CLIENT, TOV MLM 0) 949-507? DATUM ELEV DATUM ELEV DE901VED BY --- °---- CONC. PAN 822500 .t HORIZONTAL 1"=20' 1 822500 oo HORIZONTAL 1"=20' 4/14/93 REVISED PEP. CLIENT TOV AKC AKC MLM PRELIMINARY ROADWAY N VERTICAL 1"=10' N VERTICAL 1"=10' 4/26/93 REVISED PER CLIENT, TOV MLM ORA{4IV BY TREELINE °� 00 PROFILE �� 22 �� MM 1:4LM LOT A-1 , & A-2, Bl_� 0+00 TOP OF WALL ELEV PROFILE �� 6/03/93 REVISED PER CLIENT, TOV MLM CHECKED BY LION'S RIDGE SUBDIVIS T 500 CONCRETE RETAINING WALL ROCK RETAINING WALL 7/01/93 ISSUED TO CLIENT, MLM DDF TOWN OF VAIL SECTION A-A SECTION A-A 6�4/°� '�� FIELD BOOK DISK EAGLE COUNTY, COLOR✓ B 460 BOTTOM OF WALL ELEV 4/14/95 REVISED PER CLIENT, TV 9/13/94 REVISED PER CLIENT, MM i _ I ! _+ > b , +�1f •,f s E r.. sytrw a x q T.. T-"_ --_- .,_ ••---._--._� ._T.-..-__—_. A ,,,s _ - ". r , . - r � >* x. t }�t •,d:\,, 1. " , I , ' ,_ .., t t f r , ,' ! r , .,` � _ , r - , , r .. s . ` F 4 I _ , + ` '.._•',sf,' ;,,�ri:r,.r �•'' +x i''ti '+ .' ,T'y i,r s ,x'.' ,j �; i i, s `' , 1 } , *+ s - ' ^ . - r .. c _ , - _ .. - .t ` • , e V , .r , i ,� � + �w r , Y tL1rr ; 1 #. j f�. `` Af«;v'It 5 Vl,v xA (r"I�`,Y'''tt.✓YQS,r1 `1 r'Y '11V •yM1),.H.'' • _.- ' j w A r ,r P ' Y 1. « ' • ' • , r . t - . , bc) 0 ~ A -- 1728'05" 0 = 13 2444" R = 428.47' T - 65 83' R = 428. 4 7 00vo' _ /L = 130.63 T _ 50.38 ( 6 , 4 L 100.30 ` 44 .0000, • ZI r.•_ _ RAD1NG, .:�'`_LA1�/ROADWAY' `.• r GRAPHIC SCALE — / G / / / T ol- ( IN FEET S _ _ /—/ —T/ /�G > / z 1 torch a 20 it — ' _ �'/�? / /-� ��/ /'�/ /1 $3201' /// / A ANDON PL \ u X, —/ / � k LOT 6 _ ._._. ��`�• /1 / 7 1- 1-1 -7_ �" /-_i i..,_/i /-i 7_ - _ _ — -- — LOT -A- Z - _ -- G , �'� / _ -- �' � /, � ' - • _ -74 (ze _ - �1 �—/ `/ ^ _ / —�_ i/ /1 /%i_/ — — '� \ � � / /7 \ #5 / / /.-./ .�--/-� _./ 40 8 4 \ �� it IN wo 2 82 U r`lr .t , ` ..► ''fir ,'✓ ,}� �/ _► ' z all CATCH BASIN — - , •`�- \ �, �- _ 'PAN LTyP.J 8 �aa ins — .:.. ZO BU/LD/NG 5�7BAZR' 7 \ ` ` _...• ' --- ? _ - , y. _ aao r ,� -� , 2"VILAW SMAC+'M. r MA' �� . •-- —� �^ _ . -- — •` .... '. ' ,/. -- /� it ,• r. —_ _ .n.... �- at 410 rm- ' _ . . \ _ ---• — .,.,, � •- ,— --• '"� -- _.'" — -- _• s Asa L — / — / A J _ 4WV. .. 477 \\ o .� J c EXISnNG EZEG MANHOLE Town of V II Community = p,2'S2'55" \ s EXJSANC RIM EL 8256.? VBIOpm9nt I PROPOSED RIM EL = 8251K2 R = 4056.93' 7"` LEGEND ' INLET RIM 4615 T = 102.06' SA NDS TONE DRl VE 50 /Nm?r- 46.2 ved O p _ ! �?s � � L = 204. 07-* �.�.. r EVS77NG 18� CNP o ► I d ! L� s ' EX/S11NC 12' C' r . , ' '4!'I ed RETAINING WALL ___ IZ II L - _ �.� cc lfafidlty'bf ('ermit PROPOSED . 2.0 NC. P N. 2 N ~ - __ ^ _- - - - w ED 2' CONTOUR y � _ ' (c) 19 0 l _ 8250 T. Z X II -- _ �_ 303 U,B C. _ s25o ' � I4 � - - � a or CIPPI-M Of plans 3x°, PROPOSED 10 CONTOUR T. ROCK RETAINING - TWIZU, lb, l.Ts _ I e alic NCR TAINING WALL (TYP) A (TYP) s,,;,rclttc.�tlon$ shall not be c trued to be a per far, or an o '3 ps, „(� Nrovai of,I0yv�L+latioaeApy the provisions of tl1?;' code' BUILDING ENVELOPES STING s ExIS�INC SURFACE-/ � - • y 4rEe df�rts rn:fi�art., .5 ! u n� '�tnT�Pifiiiti 5U3Ci' w a PROPOSED 12 C[IL VFRT 4 •o 11,1 based upon p,• ' a c:�. Y t)1 inns, sooclf,cctl ttl �t other data :1l. 8240 8240 — - f�',. �I ;VEr'11 $ Ut ; 1f1 0 �li;li f +' "l,`hc rtitr ! t kilt Q1N� _flu ho C, 4 e� CA ern+ BASIN~ . Y „ ly • --r` —...._. ', - ` ' EM77NG 2 CONTt�UR ! �j EXISTING 10' CONTOUR 'r « $230 8230 '+ MIA1 Y, �Q, 3 a-" �vtstort j X OR`GREA MR a'' , ' ` __ P a ear air t SY�ES 40 ,3 , Ju�..� rte , ' REVISED PER ELEC. MANHOLE lOCA11ON on inn lot ` . " ,' • ' ` ' • ' ' G'OYVO 'PAN` � � . . • , ' f r • _ ENT Tov wow �a �e r 'r H 2ONTAL 1 20 93 REVISED PER CU MLM HORIZONTAL 1 •ZO' g r r TREELiNE 71CAL 1 X10 VERTICAL 1'•10' _ 8 3 REVISED PER CU am er. s r PRELIMI"NAI 'Y ROADWAY" DESIGN 893035E " + T. SQt1 a" x T27P �`. tLE' PROFILE PR u ,�,__ �,,, 14 93 REVISED PE CLIENT TOV AKC afuNVSr► arta'uSr , E WALL` �,. OFILE• _ ;. CONCRETE RETAINING WA ROCK RETAINING WALL - I i1 Y• �g 93 REVISED M lv4T A-=1, '&',uA--2 BLOCK A BO L4, &Ew SECTION A—A° " SECTION �� TTt�t'!`OF WA _ T10 A—A� _ PER CLIENT TOV c>�arm or. r LION'S ,RIDGE SUBDIVISION z 29 3 REVISED PER CLIENT, TOV Mug AKC TOWN OF VAI L- 1"=20' . "°`°8" aair 'EAGLE COUNTY, COLORADO srMa ', ^ t } ' . i. . r . ° .} ; '• ` , : i . w , '' ' ' < " i e •L "a t? ' 3 _ k ' ' ` i n . e r' r, ; R w t ' £ ` ' t W ; * , wirw -w 14 lio - 17'28'05" n I bold 4� .. /� R = 428. 47' �° ! IoIZ ' R = 428. 47' L 00/0 T = 65.83 _ (= 1 T - 50. 38 / LL L - 100. 30' 0 COLo # t�I.0 ems, �//// j � / 340 /����� l LAND�CAPING 'P"LAN / /.,00/ GRAPHIC SCALE — ?� / / 7 /� � T�o /�/ / / ��X /// ///X % 20 0 10 zo 40 80 v / \ z 17 1 inch 20 it — — _ �/ / z loe--1 61310 Fors �_ ,_� � /—/ /,/ � /—/ 7 �--/ /_ / LOTH _ 4- 77 r _ .- _/ ! /_. / --.-'/ _/ / —►+ " • -- _-- _ � rte► - _ __,_- - _ / , .. / 1 /\/ / f ✓ ,"� / � k IA- -7 #5 "T 0.1 -71 ol z ode 60 — ► , --- Iwo If •rte. f. � . ,,,,, _ r • `\ _1• !- -' • .... . r t fir• - + "' +' t a 1Q ` "\ , '_' , • -.."- J ///r / •:. , - CA TCH BAS/N __ ..... -, 14 - ,,,� ._.... 20' BUILD/NC `/ �' _ - oN PAN Lrza'•>— _ — 82 \ szo — 2o--suiu�NVc sFZ�ACx_ fm- / f - NN -w i .... ` _ .. •^ ....__ _ _ I �rt i i now EVS77HO ELM MANHOLE � a = 02 5255" EX7S77NC MM EL ! e256.2 / _ PROPOSE D R/AI EL 8254 2 R - 4056. 9J' LEGEND NDSTONE DRI VE (50 ' tvwp RIM 6 5 T _ 104. 06 I /N�r - 46� � L 204. 07' i " l / A ` • ( / �. " v ... EX/S 17NC 12' CUP + F"�� RETA N NC WALL • � � c�'..="� _ --„�' PROPOSED ?' CONTOUR T. ?.S NC. P N 2' ON ►-U'.• R T 7. r � 8250 8250 - ROC TI-)MU. I.Tr " \ ,,. PROPOSED 10 CONTOUR T. NCRETE TAININC WALL (TYP) I n 460 A ( � '�� �'rl. Tljmtt - .( r - !� . o G. _ 1 BUILDING ENVE ODES EYIS NG SUR X L C L E STINGS �.` PROPOSED 12 CUL WRT 4 0 8240 - 8740-- 8. 39 -_ - _ - .� - • - - --�„ - _ - ' --- !!! CA 7M BASIN t . EXISTING 2' CON MUR, - _ __ _ all ISM 1 N UR ttoDl 14 , n.►,� visrna 8230 8230 - - - � P. a am P*v • sr�r ror SLOPES �0�' OR CREA TFJ?, l '� lJ I 1 3 REVISED PER ELEC. MANHOLE LOCATION An MMAW AW 14M VANW s�,crr i M ema Brew • [A�tArxYt ara sd rs ' CONC. PAN 4/2/93 REVISED PER CLIENT, TOV M ' ,�a-sort LM H tZONTAL 1' 20' :wag WOO HORIZONTAL 1'-20' a�say►n er rooxrr Ail YYY,,1 TRmJ)vE 11CAL 1X10 416/93 REVISED PER CLIENT TOV MLM vERTICAt ' ''o' PRELIMINARY, ROADWAY DESIGN 93035E ,Cot} h. 0+ f `� t 14 1I3 REVISEIJ_ PER CLIENT, TOV AKC oR��v er VA r rssrrn' P OFl _ �l___ __ A-1" — ' r. so.o Ti7P 'OF, WALL ELEV+ R LE PROFlLE - CONCRETE RETAINING WAL ' ROCK RETAINING WALL iii I, 4/26/93 REVISED PER CLIENT Tov Mint MM OT A 1, A--2, BLOCK° A { IFM/ = °� or LION'S. RIDGE SUBDIVISION L AKC TOWN OF VAI 1"=20' P. 460 BOTTOM OF WALL ELEV. ' , SECTION A-A ` SECTION `A-A � - 4 29 93 REVISED PER CLIENT Tov M � ` • _.,,• � _ . L s EAGLE COUNTY, COLOPADO L _ E' .. _ f 1 4 � y 1 a r � _ ' � u � ` f r y ♦ r . ` Y i f F t { { i `r 4 I { I 1 r I 1 { { t C7 AV 41N F oa ®- -- U sun _ i Q) 1 100 ........... .� o - ou ° z 5- 4 e� f F i Tf4 O qp wm o -- I e o -ry O `Ar ;V(o GAIQP% r-.4 co Low Y app — z - t _ --iu j ally _n. ffi r ...-+ d ey r Ir§� T L TOW f`� 1 � � r E t A DATII.. .......- ti 1 , _ LOVER LEVEL PLAN AIN LEVEL PLAN ARVILDIN : : s i� k t P - f t } t r • U ! N V y M Oayl 4it By -------- -------------------------DAT EJ .1 ye -- UPPE . LtVVL PLAN BUIL1 ING 2 A5 r t , ' rte ' ( l 1 I �- AI � f � J ` U EAST ELEVATION NORTH V LEVATION � t + _ 5 UU LING �. �.=- �� �'�'`� ( •---�+' '.�.�. q�c - - - — ! i - --- - — - -- - �- ri-4t O f r� f -- AT ._ WEST - ELEVATION _ SOUTH ELEVATION BUILDING,F L i• r '� / • s I a APA f1--(WD. 1, rc 1o1sTs , �9 u O N fs�* ti U r N �N N N IN LN �r-1 s u�E ��) - 2 I C-3 2 0 (3 -_ x o _ �� - 2 l s Rl% e o�-��"!-� - 't^ i + �z�_ cn X x� >z F T >z S - - — + ' �F-A�F TARS k 4 1A SPgUG 3/4 tD �� __� _ z9 � 5A95 vt�M J c _ I ! l� SLofINC> M.L. 'S �o X - \ T) @Ju- m � GNIMN�Y z} i Z � �o t?-t-^ wiz I two f�M�� u► �. p 0 r--•I +� • �-I Lu 1 -� � ') }.� Itw � C3) - 1�/4 °►'Iz M. L, o Ic Ig- 3 3) - 11'4 x `�II2 M.l.. SK SK �'') - 3�4 '` ( � M- L, -�k ,� '21 14r RI I r�iz { - - I 5 � V G C �� , , �` "ov i s s , 1 Y �p0 REG o DATE.a _. UPPER LEVEL PLAN RUILDING 2, ARM CONSULTANTS, INC. - A5 � STRUCTURAL ENGINEERING AND DESIGN KID BOX 4672 (303)949-9391 VAIL,COLORADO 91968 FAX 949.1677 i t P - 3/ ►' T Ca A T A ST R c-'>l r l-oF>9/ sfAr4 f AT1r.1Co 2v'` a. G. Lort(o PI r-'n1 of p�►1.1L s .L _ 7o Jo 15Ts. I. I ��- o MIN • (� - O ('� I 3/4 x I ►� �.� L, v. 00\ OO -� O I -- 00 ' I Ire, N - ` o a1 U I I-1Co vj 14 -- V 3/ h W,+� , \. ti � 2 2 0 o J 0-3►l� v - • 7 o N �J \�o 2x12 \� + N o� MG -7 x Ie1•I � - i r l TJ /.ZG r v ? x _ - o x 2)- X 2 J x c , LOW - rowtIM SY 1 � t - Z)4 to �• k.3 �,.� �� \�. _ 2.�r`/fT ��k �y - - ___ ip PT4 8 - - --� -- _ - - ti �. _ --- --- - '- --- -- - - -- ---- — - - ----- - - - - - - -----' - -- f x'ZCO -- I .� &ae-k 701ST I -- — - ----— -----—-- ----- -- - ---- - - --- cog � Sp No IL �! Ar� fi ti L •w v LL-1 �t /FFOeeeaoeoe°®o����� [31' '11.E T/ //--' 9 LOWER LEVEL PLAN AIN LEVEL PLAN BUILDING 2 KRM CONSULTANTS, STRUCTURAL ENGINEERING AND [ P 0 BOX 4572 (303) VAIL,COLORADO 81658 FAX f t w e Loo rz S A T HI tl 6v % G A P A STvlZ'V.>1-FLootZ X P. S T -A IJ IzA'T I ICI C> Lo►JCo �plg'►J of Pr�N�Ls �- To JoIsT s Y � Lit (v ti N N o 0 0 T-, o. 1�1. T, a. c��-1- �} N' ' ' N� N N �pNOf 1 o C� N 0'I fro o •\ 0 O 2,� • r--7 (•4 2. O f sT 0 0 -_ 00 '� ,g N � O Z 4" CONCRETE SLAB ON 4" CLEAN GRAVEL X -� H T BASE ON UNDISTURBED GRADE OR �� M _ I h ri- I i CO MPACTED STRUCTURAL FILL PER SOILS lGt-II TJI /Z5 DF G°' t(vi� D•G. p1U1tJG ENGINEER. REINFORCE SLAB WITH 6x6- O. •r••-1 W1 .4xW1 .4 WELDED WIRE FABRIC = I 3/ T O. 0 M THROUGHOUT, PROVIDE 1" DEEP SAWN OR i O (3 — (f� I� uK TOOLED CONTROL JOINTS AT 15'-0" I TT d 5� - �' _ ��Z�, ' 1 ,v` + i .01 U N• MAXIMUM SPACING EACH WAY. 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(2� 14 * o 1,:Z i e 5 T 1- R i J Li I A I � T.o. -` Z f=�IzAfM l N o�l-A t\I 4, 21 ��• t;2 3. 3. -�� 2.7 4 t _ tZA t� (nl C L?t - -- - v T.0,W. 14 , '' �2 ��� T o,�• ........... - - --_---- -- --- ---- _---- - -- - - - - - -- -__-- v - --- _�• •-�-- -— _ E ._ I --- ------- - _ _J - 07 - �J --- - --- - - N i ; j T; o. yJ • = Ste'-o �- ------ o- - - - --- � - - v -- - cJ - � __- o- -- -- -- - - - - - o\ , of�. _ � , g 2 � --------= -- -- - --------------- ---- � ----- _�f -___- - - - --- - ___---^�-- - �- sy T. '� 1 �� _ 3 --- - - -� — --- - 'V - 'STTI ;° �-(� x �► N I IoN o� ' ;,�R M�•F9�''� �o��Rio NS. �� � � G� �R• (,,I � fi'���•� �`'�`' :, .� �;, � cy , _ " L T �Z Gor1 P t / �, UPn . �; I / c - i �4AIN LEVEL PLAN BUILDING 2 LOWER LEVE L PLAN KRM CONSULTANTS, INC. - � STRUCTURAL ENGINEERING AND DESl�h J P.0 80X 4673 (3031949-W'. VA1L,Cn'.ORADO 1j1868 FAX 849-1617 - - - - - -- - w '_,.'-____.°` — . -- '`. " !- ___ =t. -- ... _ " / Via,-,.., = '— -_- - ""•—_-^ - .. . r..ia.r /•,// 1 l lb� JVV111 (54 L.-.0 p 0 = 1728105 R = 428. 47' A = 13 oc = 428. 47' / T = 65.83 ` O _ T - 50.38 /� 130. 63 L = 100.30' O t F / "V GRADING PLAN/ROADWAY / -� GRAPHIC SCALE / G / / / ? % T /�/ / / , / / / / \ 20 0 10 20 — — — / — 330 / / � / i / /-y \ \ �- / / _ A NOON PL IN FEET 1 inch a 20 !1^ — — — .,L �/ / / / ,l / G /�/ /� 8�20i� �-/// Ile - �- LOTH _z ,�i T,-r-� — — — — — L X, / > 1-177 _ _ ce 74- / _ � - Q) (,� / / / / /-r� >�/ / /�-+/ '� �/ / /� �- / T / / / / a x n! — 0 Sao o �� - sas — , \ Qa /� /✓r� /7—/ - - _71 CONCaRAN TYf'�L _ — \ / .826 p 71 1 r.ff' CONS r 13o Sao — 14 NCH BASIN _ — ♦ \ _ — \ / - 2' CO PAN ) 82 411,v►c — 20 BU/LD/NG S�7BAZR' -� �' -�", 7. dzo \ - i \ 20LBU/LBUVG SETBACK- _ — - - i . _ f _ -- -- r -- - T. 127 42.0 490 4B1 C — ado,w A ` a s — _. ` V ELEV a 47.7 \ Ek7S77NG ELEG MANHOLE '5255 -- / I RIM EL EL 8256.2 2 \ \ Tuwn of Vail Community Q = 02 velcoment — R — 4056.93'_ LEGEND DRI 50 Health I ai T = 102. 06' SA NOS TONE /Nil RIM 4�5 INVERT = 46.2 \ aqpr ved !� � ❑ L = 204. 07' ` EXISTING 18' G>4/P ?`SO 2 � '� �/V• I ed t- Ex/snNC 12' cx+P RETAINING WALL - PROPOSED 2' CONTOUR T. 2.S NC. P N 2' ON AN A - �1 ' - _ - - - -- _ Wlidity of Perm,t 'O 1 tt 8250 T. 2. (1)3/4" C� II - _ _ �0 Sec �30a 19 11 B C. _ 01 _ PROPOSED 10' CONTOUR E T,' 8250 ROCK RETAINING '�'1-IIZU. I.rs i` rh, i��uanco or granting of a pctmit or approval o pans an NCRETE TAINING WALL (TYP) A (TYP) ( s- y hail Ot b constivad t0 be a purill for, or arr �.�l.�ll.••At r,� . BUILDING ENVELOPES E STING T' EXISTING SURF 460 ytL "— --`-' --� "� --- .- -aPr rliva! CVf,�an lat�o`r�" ray of the p�p,,i;iCnS of this COde .5 oi Gf any other ordinance of the iurisdication The issuance of PROPOSED 12" CUL VERT i s and other data shat` ® CA MY BASIN 8240 8240 " I correc—t`ion�othe bu�fd pl from specifications requiring th I �- �t� ��I.l f3�-•(ol.Jb -- - EXISTING 2' CONTOUR vi► , � ' 13ATE; Ile � DATE REVCSTEM EX/S17NG 10' CONTl7UR 8230 8230 ' ' I P a pax ox ��m REVISED PER Ell MANHOLE LOCATION An a �� I �OS�� n »o VAVX SnWr h ^ / SLOPES 40X OR GREA TFR - Ar 949-W72 l iza w tAAx�oaa �? aws - CONC PAN .4/2/93 REVISED PER CLIENT. TOV MLM c4 H IZONTAL 1"-20' O0 ao PE�rAa In TICAL 1"-10' HORIZONTAL 1X20 QES CAM Or. TREMNE N N VERTICAL 1'•10' — 8 93 REVISED PER CLIENT TOV MLM PRELIMINARY ROADWAY DESIGN 93035E CRAM B1! r. so.o T27P W PROFILE � L 14 93 REVISED PER CLIENT TOV AKC DA 1E�r OF ALL ELEV. CONCRETE RETAINING WAL ROCK RE�IN NG WALL II ,� 4/26/931 REVISED PER CLIENT TOV Mil MM LOT A-1, & A-2, BLOCK A n - I -O ot�er LIONS RIDGE SUBDIVISION � a 46.o BOTTOM OF WALL ELEV. SECTION A-A SECTION A-A 4/29/93 REVISED PER CLIENT, TOV Mill AKC TOWN OF VAIL 1"=20' `MO Boar air EAGLE COUNTY, COLORADO s�u'r"a � I Y ^ 454�74--, // {J A t t--,^ep 1'01 S can b h G boe, e�1:ZU'6S A - 172,9105 I R - 428. 4 7 - G� ���! o IZ �i{-I � T = 65. 83 R 428 4 7' L Co' n ' L = 130. 63' T = 50. 38 6 , ' GO,..o fV' '-' f L -/ 100 30 /' � � �a I ©� �-IJa�P,N /%j ! � /�/ /i / / - -, ;7 LANDSCAPING PLAN _ GRAPHIC SCALE — 30 20 0 110 20 4o as % / /i / / / / /81 V i inch - zo 0/,- NOON L -17-Z -7 i/_..� /"'-� i /-f `/1 � ' O' EA - r LOT 6 71- 1-1 -7,^ iz ,iii //,-/�i /-i 7- _ \ \ 0 s LOP -- -- - - for_ A -2=��� ' A�z , _ \ `,r_ ZZ _ - 1 ` / �/ / /_.../ mac. r j / / / ; / / / i _% / J !_ j • f J , —• oo f- �� I r �..� Sao R • _ _ '- .- --- ' � � - - _-- ---I - CA H BASIN r / ON PAN T t P.)— — 4 82 -- 20' BU/LD/NC S BAZTi' '/ ` �' 1 -\� T.J, \ - ` -1 - / / ' f '. -- St • r \ �0 \ 1 \ - 20'-BUILDWC .SF-MACIL_ r It It V 477 \ - EX1S11NC EZEG MANN ` 1 / / = 02 52'55,I SED R/M EL T 8254 2 \ _ 3' PROPO 4056. 9 INLET RIM 46 5 T = 10.�. 06 ' LEGEND SANDS T NE DRI VE (50 //VIER/- - 462 _ - \ — E,rs nNC le CMP `p�`SO - - � `� ✓, �V • I �1 / 11 Ex/s nNC 12' cM f �("Y"' RETAIN/NC WALL _ r� k j PROPOSED 2' CON TOUR T ? N c PAN 2• � AN —�+ r 1 n 8250 //' T 2 //.� i / �L+f• I `-f �--A- ICI ° '>a+ �'• �-" V ----� PROPOSED 10' CONTOUR T 8250 ROCK RETAINING ® rH trz- L''r, NCRETE _TAINING WALL (TYP) A (M') BY __._._..._.. DATE:_ . S EXISTINrl SURD - BUILDING ENVELOPES E SrNG S - I, 4150 4 5 TI ) - / _1 PROPOSED 12' CUL WR T 41 0 87�0 S. 39 R! CA TL's/ HAS1N Li EXISTING 2' CONTOUR I EXISTING 10' CONTOUR � 8230 - �� ?trr— �. v a aw• • yu� wr lbster-m 'I it I SLOPES 40X OR GREATER 3 REVISED PER ELEC MANHOLE LOCATION �n�a ar� • • ,ub vwar sn�rr sms CONC. PAN AAII _ _ (� v.,-•on ' m �'`"�'"''( ax apt _,,�' 2 93 REVISED PER CLIENT, TOV �ALt�A + H IZONTAL 1 -20 ls1�v'o ao _ 4/6/93 REVISED PER CLIENT TOV r�+tM PRELIMINARY ROADWAY DESIGN 39 035E rnli TICAL 1•-10' nj HORIZONTAL 1 -20 arse er TREELINE 00/ N v�RT1cAt 1'-10' co 0+00 4/14/23 REVISED PER CLIENT, TOV AKC tWAWV sr VA 7r rsnkrD' PROFILE PR I -- -- ! T A-1 A— r 50 o Tt7P OF WALL EZEV. OF LE MM LO & 2 BLOCK A CONCRETE RETAINING WAL ROCK RETAINING WALL I f211 I T, 4 26 93 REVISED PER CLIENT, TOV A�LA1 a�,arn nr LION'S RIDGE SUBDIVISION ' o 4Fo 0070l/ OF WALL V-EV. SECTION A—A SECTION A—A 4 z�93 REVISED PER CLIENT. 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F •rs ' r a � _ , �.. � - s f � _ l _ - - , .. �.-.��__ _ 4 �. _� � � - _.. t` _ w..w•yr.�_r ✓J �.+-- - +zip^'e°s.. ,:.+a, � ...-y__ ter-"v`��__� .ai-�----."/ ,._..��..+..�M. 4 1 1 1 r � 1 r L/ A = 1728105" L = 132444" R = 428. 47' G� _ R = 428. 4 7' L Q T 65.83 � L T = 50.38' O� ( 60L = 130. 63 / - =� 100.30 GRADING PLAN/R.OAD�WA _ i �i r / 1 7 GRAPHIC SCALE - - /� / / 7 6330 IF ( IN F�.E"T ) -T/ /---z / /�/ 7 /� / / /_/ /�// / / / / — / A ANDON PL IZ7-Z 1-1-7 LOT 6 _ – –��� /1 / T. � / 7 /–i � r� �-/–i �i /�/�i /–ir-i / //i `i � �n.�SMP� �/ - - _ - - LOT A - 2' \ / ,' , •� / /� �/"=i / /-7' Tom. - -_'-_ - � T1�- /-/ i/.-7 -/-/ / / / / /-'� %/� I - 7T/ /-/� f-/`iii /-/� T/ �� x ?� /--� �/-� � 20 i �/ „� �� ii v -7 / 4 /--/ �/ � / / fir-� /_ � / Tce _ _ h 7—/ ice rr / – L, x ,,�_ 1 �p n7 x p – – \ #6 _ �I _ p o / 'I•• — — � hj. U 4 ( ____ • G I j, �. — CONM—PAN — \ --- / Q"— A 25 CONC PAN,,, CATCH SA SIN ♦ - - — -- — — — r PAN LTYP.J — 114- 82 �+�s 20' BU/LD/NG S�7BA-CR- - 7✓�, , ` uo i 20—,BUILBfNG SE-T�AC1�_ — — — /,• • 8 444 _ 517 - . - s. '__ . 4.x3-r • -- / -_ __ -- � -- __. —_ —. _ �_ — __ _ ( _ .u�o av►c �' — — Q ✓ _ _ _ — `` At 4xv p \ K ELEK Q 47.7 — EVS77NG ELEC MANHOLE — _ 1 , \ I e = 02'5255„ \ PROPOSED RIM R/M EL. 8256.2 - �� ' — ( 1��" , +` �r 6 / ..�N t� �. 'i �rT't' t�'1 {.1fis R = 4056.93' INLET RIM 46.5 T = 102. 06' LEGEND SA NOS TONE DnIVF 5� INVJ<Rr = 4sz \ _ 2I� c�b L = 204. 07' - X1 NG 1B" GKlP � �<? �. -•� � ESA EXISANG 12` CUP RETAINING WALL Sj' _ _ o ' NC. PN � � - -� PROPOSED 2' CONTOUR T• 2 2 ON AN — "- . _ _ _ �__ ` T. z. (2�3ia" c x 141 I°J — 8250 8250 ROCK RETAINING �H��• �LrS ---� PROPOSED 10' CONTOUR T•. 43..Q INCRETE FETAINING WALL (TYP) VAL. (TYP) � L _ ( w� - _ Ids- EXISTING SURFACE 0 BUILDING ENVELOPES STING S T.• .5 ' PPROPOSE 12' CULVERT 4 .0 -- 4 t 8240 8240 CA MH BASIN -- dII cJ�i . -_� EXISTING 2 CONTOUR 1 O � 1 4 � DATE REYISIWS ( ( 4, I Mr�Y (� � P. Q aax D7d swir lo/ • '— .� E'X/S77NG 10' CONTOUR 8230 - 8230 ..lul,.l ° 3 REVISED PER ELEC. MANHOLE LOCATION �7 1 �n �xa e • • t �aa�c�a s' a OM-1071 ML (auI s.T?-ofda SLOPES 4OX OR GREA TER M'�� I 4/2/93 REVISED PER CLIENT. TOV MLM Llu l: i t) I a 4/8/93 REVISED PER CLIENT TOV MLM ° °B'� PRELIMINARY ROADWAY DESIGN s 035E ' CONC PAN '� H IZONTAL 1"-20' HORIZONTAL 1"�20' ~ TTCAL 1"--10' N VERTICAL 1'«10' I I 100 TREELINE A C4 6.7 i I � 14 93 REVISED PER CLIENT TOV AKC aP.��v er• A4?r ► • PROFILE 4/26/93 28 93 REVISED PER CLIENT TOV MLM er LOT A-1, & A-2, BLOCK A �.V PROFILE ROCK RETAINING WALL (��( � ' O AKC LION'S RIDGE F VAIDL�SION a T. 50.0 MP OF WALL CONCRETE RETAINING WAL � SECTION A—A 29 93 REVISED PER CLIENT, TOV MLM TOW Q 1"=2 0� SECTION A—A �O ` ` �r a 46.0 BOTTOM OF WALL ELEV. 4r EAGLE COUNTY, COLORADO r LLJ i • CA Uj Y r f o a Bath 1 Nook Kitchen Dining Laundry Master :Bath 'T� -- � Garage Bedroom 1 UP Living Master Bedroom U c� ==L70 u p owder -- - -- -- - ---_- - July �, 19g4. LOWER LEVEL PLAN MAIN LEVEL PLANT LLI • ' zCA LLLLJ LLJ LLJ r r Bath 3 Bath 2 -75 LO a V 1 Bedroom 3 - Bedroom Z "I 1 �t O ODFN 70 Ln «-� Q Z July 6,, /114 UPPER LEVEL PLAN 1 i i ; I i ; I ■ n i I 1 i i � I 1 C LLJ oxc LLJ oc LLJ Ll 3 NORTH ELEVATION . ............ .� EAST ELEVATION n ,a tc�Wn U - � O y�r 1. 8 2.1 L E:l I O 0 July (o 014 MAI 51-00a S 2 G`1 El mEf WEST ELEVATION SOUTH ELEVATION / R 428. 47• A � = 1728'05" `S O = 13 2444" = C� T = 65.83' R = 428. 47 L 00/0 T = 5038' L = 130. 63• . ( 6 L = 100.30 0� GRADING PLAN/ROADWAY 7 GRAPHIC SCALE o, /,iii ��� � /�i//� � / 20 0 10 20 40 so — — 7- / /Si ( IN F'EE,T ) I / � "O — / _ A ANDON PL 1 inch 20 R Q — _ — .� �/ � / �/--� �/// � / / /1 � /'832 ,L/ ! ` /�// !�/ / / / EASEMW — — — �- 7-11 / - -� o—i / LOT A - 7—/ 2' \ 41 _ kI - — — —_— v—1 -z -z—/-71 ,x / / 7 / — — T -71 /—/ 7—/—/ 14- 1,--/ — —/ 71� T_ 7 -/---/ I_Z /"% /� � ? w �,i� o-/77 711 _ 1 T o� i/-� — , /--7 7-1 /iii /—/-� T/ x ? /-� �-/� �iii/�i — _ - - -- � 20 1-177 7-1-;7 #5 o— � _ Q, ! / T r %/-� 74-/—/ /_/ -/ / /_../ / / — X40 8 �d O mo -704 717 r-/ -7- r"i_ii � -- / ,L _ _ _ — _ -. o — — o r mu �{ I T 'zz / CJZ � �� '�i- } CONr^-RAN dO - �i.�i) �• C.. (� IRO MY. • IT —I\— -- — — — _ �aJ�v►c 20 BU/LD/NG &J8AZ7- '� \ -� < y 7 � , _ r Jzo 20—BUIL91MG S97BAC/C—f J. a 'Ia4Z� 1000' _ / ` — — O NV ELEV• - 47 7 \ \ o - _ £X/SANG EZEC MANHOLE _ £x/snnlc RIM £c a 8256.2 \ / = 02'5255" � : . I I I Ps. PROPOSED RIM EL. — 8254.2 \ R = 4056. 93' aprf=r INLET RIM 4a 5 T - 102. 06' LEGS 50 miRr - 462 I� L = 204. 07' Ex/snN CUP LOCH RETAINING WALL �► IZ I ob✓Lt- Exrsnnrc 12 ANP` T. 2.0 2° ON AN r cs PROPOSED 2' CONTOUR \\ I T. 2. (2�3i4" x 1411 '� _ ;° - _ _ _ - I°I - - -_ 8250 -rR 8250 ROCK RETAINING PROPOSED 10 CONTOUK T• NCRETE FETAINING WALL (TYP) VIAL. (TYP) + 10�- O O.e" j \ BUILDING ENVF•LOPES E STINGS T• EXISTING SURF 3 .5 PROPOSED 12 CUL VERT 4 .o v ; 8240 8240 - r ® CATC,H BASIN -- - EXISTING 2' CONTOUR 011 EXISTING 10' CON70UR � �,��.� ��, �3 acre r�vtsrws a 8230 8230 SLOPES 40X OR GREATER P aD� �� f� � REVISED PER ELEC. MANHOLE LOCATION An�a �� � � � /� VANf.�S7AlEET li` I5 psi-son toga c�aca eara �. 4/2/93 REVISED PER CLIENT, TOV MLM _� � 7? �� ►� CONC• PAN .r H IZONTAL 10-20' HORIZONTAL 1"-20' v� TiCAL 1 -10 4/6/93 REVISED PER CLIENT TOV MLM n®r. Pl4a~E�r Na >- TREEUNE � N ___ I PRELIMINARY ROADWAY DESIGN 93035E VERTICAL -10 °0 �� �� L 4/14/93 REVISED PER CLIENT TOV AKC aPn"Ner. LOT A-� & A-2 BLOCK A DA Fr U ISSUM r. aao 70P OF WALL ELEV PROFILE PROFILE -- MM BL k, CONCRETE RETAINING WAL ROCK RETAINING WALL I II 4/26/93.REVISED PER CLIENT TOV MLM a,EZxm er. LION'S RIDGE SUBDIVISION � "G a 46.1 BOTTOM OF WALL ELEV. SECTION A-A SECTION A-A /2 ( ' 0 4/29/9 REVISED PER CLIENT, TOV MLM AKC TOWN OF VAIL ��°20� FmD enar °w EAGLE COUNTY, COLORADO s4a'"a I 1 �a - � " ' S ���;�� b h�:G I bolls �i►-t1��i�� ' Z = 17 28 05 = ..,,� '4 • L 13 ._ 4 �, R = 428. 4 7 R = 428 4 7' ' V I u H T = 65. 83 0Q 2 ) 2 r2 'M I Q � r = 50. 38 � // , L = 130. 63 ' ( 6 - Gpl.�,~,.� tli.J t� d L 100 I 2 -�) p M I f•l LANDSCAPING PLAN � GRAPHIC SCALE — � I - - 330 70 0 ( L'r F'F.1✓T ) —' / / A /NOON PL i inch - 20 rz T / /� - �/ /-i %� 8321' /� 31 O /�/ _/ � 0 EASEMENT - _J-/ LOT A -2- O v -0 /—/ /- y '�� 0' rNw I 1 �/`"`.'� 1_--r �_� -�! -- _ ` \ � � 1� - � .may ZZ _ 10' _ r�• CON A \— , —. - - � r - -- - -_ - - a ate— ' • • \` 4— \ � \ ` \� `^- --- __ - _ BASIN I � � � \s � ► ,�, ` \� - �` �-- ` r - - ON PAN /}(�r7. 1`� 8� 20 BUILDING S�9iQZ'R' -� \ 7.`[J,y.� �o \ - 20-BUILQ�NG - `— CN l EXISTING EZ£G MANNCI_F �- » "— EXISTING RIM EL - P,2562 / = 07_ J2 55 PROPOSED R/ L 4 2 � 056. 93' LEGEND S�1 NDS TONE Dfc-\?Il VE 50 ,NLfr - 46 S- _ IN t�R r - �6? L FXIsnNC le' cUP ,.._,� „ ,..,� /" FXIs nNG 12' CUP -- - RETAINING WALL - - - -- - , C N PAN '2' ON AN PROPOSED 2' CONTOUR T 152 er" PROPOSED 10' CONTOUR T - NCRETE TAINING WALL (T�m) Al (M;�K RETAINING 46 0 �7 fir�. 71j b BUILDING ENVELOPES -- 5 rynsnNr, sup" C E STING S I/ , 4 5 PROPOSM 12' CUL WRT 41 0 I - ~ p - - - _ _ • _ H 740 4 8. 39.5 - �. n CA It;7-I RA 57N W !�V� (,v UG. '''.+.►.! � I iii ; �, r'-�� � '_� ^L.' — FA7S 77NG 2' CON TOUR - A"_ EXI577NG 10' CONTOUR � !.f„p,,.( 14 a►rE r+EVtstDts P a P=17! �I e230 - N?JO - - -- - , 3 REVISED PER ELEC MANHOLE LOCATION ,-__ An 14ld VA4Vr Snrtrr � `t LA"r M cola Barre - F:• :%• • SL OFFS �O,t OR GREA TFR ,;M 111-torl 1R Il�1. (yr�n rl-o�se A" A Mmv � 412Z93 REVISED PER CLIENT, TOV IAL�A a CONC PAN + H tZONTAL 1'-20' � - — -- HORIZONTAL 1'-20' [ten nr �tL'r Na W D 93 REVISED PER CLIENT, TOV MLM n ncAL l'-10' -- PRELIMINARY ROADWAY DESIGN 93035E TREELINE � N VERTICAL �'-lo' / co �"(� ? I I 4/14/93 REVISED PER CLIENT, TOV AKC fWA wv pr - �>f'�� >• �o o TOP OF WALL EZEV. PROFILE PROFILE - 1 - 1 MM LOT A-1, & ?_, BLOCK A 2 93 REVISED PER CLIENT TOV MLM CONCRETE RETAINING WAL ROCK RETAINING WALL /!L II I _ - -- - -- — -- °#� "" LION'S RIDGE SUBDIVISION P Oro PO7TO1f Or' WALL EI-EV. / SECTION A-A SECTION A-A 4/29/93.-REVISED -- _ - -- -- -_ - - - - AKC I 1"-20' 4�2 f93 REVISED PER CLIENT, TOV 1AL1� TOWN U VAIL -- - m n nrvr ( �l_0 ADO lywrr na FAGI F (;ail )rI r r r� Vv� r9l., o� R . L ! 1 Eo:i ou 11000 i S { loo E T"G ol cu E -on 10 1 ! I u OF L�o Cp , a + LOWERLEVEL, PLAID ` VIAL LEVEL PLAN ��I�l�►I1�T � v r, r, - _ s 1 1 1 w � r _ r S t � i♦ f k r ' W k , , 1 ' 1 k - i s I A , , f l i u �ATH S . I rF r jK•�j) t 4 v l Do • n + ,A ` Y EO ' (NTH 1 � 7 f.-;�G _ -UPPER LEVEL PLAN ' , BUILDING. ; �4g ,. t„ . �!�'�'' + ,. �, , �>•.�, .d 1 � a. ' � _ � °x+'F o�d`y,�'��'�cr'�•�j�;'k,t�4 = I Iig t I i , I I - - --_ __ _ -� --------IL 11. I j I t - - �--U 7 4.7 - O I EAST ELEVATION .NORTH ELEVATION to 7 + I I ! I i � I j ' � � � r~ w•-� • i � � I 1 II 1 PON �f Y _ " `WEST ELEVATION ' _SOUTH ELEVATION BUILDING 141 �r�;, !f +, . _t '{. } , ' , , k � 1[ .. , \ ` + _ � ! f , ' t 1 e i * r ' . , a C i" r ..'!.r/=t+•C.a_l,y.a .1`` ..t�.k iA,fw. , E A = 1728105 s i = � D = 1J:2444 a R 42 /DG t 8. 47 = T = 65.83 R 428. 4 7 L 00vo= . L = 130. 63' _ e**,T 50 38' ' L - 100.30 0� ® ..le=11, jj011o�! ---� -"4 / / — — z x f A r GRADING PLAN/ROADWAY -7' GRAPHIC SCALE — — / / ? /� � 3� /�/ / � �f/ f// ///� j / , — \ / /� )< / 1 inch s 20 it. — — / /–,l /�/ /�/ /1 B�Z�i% ,L/// /jam�/ /// / / / -Z -7 %/ �/--/ -/-Z 4/�' 83�0 _ _ _ / LOT / -7/- / \ �. ' \ /ri / r-/ T / 1// LOT A -2' T�� / �1 f _ � _ — ._ _, t/-"/ �- / — %/ r`-/-7 7-1 / — — — _ — T/mil / /� .Z, D ol le #6 - -^ IT c _ v \ ' O -RAN 1 r I -- me Aw. r 4w CATCH BASIN \s az ` \ ` _ ` \ •-1 E / 2'CO PAN LT P.) 14� _.. 82 - 2O' BU7LD/NG�"1'B� '� --� y. 7 _ dzo / / 2(1'BU/LBING SETBAAW. 1 � ' .. � _ --• — — � boo. A 41 - ' — IZO 1 -- - ` \` – ._` s Ill s /dd `S • .. .� \ \ / / �• / _- __ __ -- —'\ INK ELEK + 47.7 _ l — IL L EX/S71NG ELEC MANHOLE 0 = 02:5255" r EXS11NG RIM EL a 8256.2 \ PROPOSED RIM EL. a 8254.2 \ R = 4056.93 ' IN I M 448.2 L = 204. 07'T 102. 06' LEGEND SANDS TONE DRI VE 50 21. EXISANG 18' CMP � � �/V • � � II E71'1577NG 12' LxIP RETAINING WALL PROPOSED 2' CONTOUR T. �� NC. P N 2' ON . AN p II _ _ c T. 2. (2)3i� x - _ _ _ - PROPOSED 10' CONTOUR 8250 T•, 8250 ROCK RETAINING -rL/NCRETE FETAINING WALL (TYP) 0 VIAL. (TYP) _ E BUILDING ENVELOPES STINGS T.' EXISTING SURF U.8 1 .5 t, PROPOSED 12' CULVERT 4 .o _ 8240 8240 ' + - ® CA TL7,� BA57N _ �r�uc'{o{Jb I r { -- - EXISTING 2' CONTOUR e0I► c� G© i. �t .� y0 Ek?STING 10' CONTOUR � � °; f 'M1Ay I,+ , ire REvtsrar+: P a aax air • s�u�nor t Y - 30 8230 u�,.j3 REVISED PER ELEC. MANHOLE LOCATION AdW �K coma woo • • t��niolat aac�a ems SLOPES 40% OR GREA TER �` (�a+9-don OLg�ii. 1. J au-o�aa I- Awr 2 93 REVISED PER CLIENT TOV MLM CONS PAN H IzoNtAt, t•-2o' a� HORIZONTALS'-2o' Br PRELIMINARY ROADWAY DESIGN s o35E TREELINE TICAL 1 X10 N VERTICAL 1' 10' __ 8 93 REVISED PER CLIENT TOV MLM _ 40 �� � 14 93 REVISED PER CLIENT TOV AKC CRAM er. CA IF ISSUM 1 T. Sao MP OF WALL ELEI/. PROFILE � PROFILE I I� r - - ae�rm er. � LOT LION'S A-1, RIDGE SUBDIVISION � 26 93 REVISED PER CLIENT TnV MLM CONCRETE RETAINING WAL ROCK RETAINING WALL /� »� 6t 460 BOTTOM OF WALL ELEV. SECTION A—A SECTION A—A 4/29/93 REVISED PER CLIENT, TOV MLM AKC TOWN OF VAIL 20 t �0�0L1` "`�` EAGLE COUNTY, COLORADO " i 4 t-�^S W I'T'p W,a 14 e 6,f q_p:,I i a /0 , b (,mix G bolls y 12LF L 0 - 17'28'05" R 428. 47 / T = 65.83' R = 428. 47' _ � T = 50. 38' 0� / , r L - 130. 63 ( 6 L = 100. 30 MIQ Tim /�/��—r,.� / /���—.L </ i loe \ 7` % ?\tom 1834 LANDSCAPING PLAN GRAPHIC SCALE - �/ G / / 7 /` /-��' /.'/% / '�� / ///� j / , i /� / \ \ 2�Op 20 10 70 0 80 0 1 inch FE2 rt — — — 1- �-/ -7' %/ /� ;. �/ /✓ /�/ % -� 32Q/' ,�-/�/ %// / / A ANOON PL s 1 /--/ T_/ //-� / /�/ / T/--/ 7` / /�/ /// - - � 310 o' EAS£VENr LOT 6 - - % i-� -= i-%/ /_� G / ,ice % - — — - _ LOT L`b� A--/' -Y/ S � ` _-__.__ ��N,�- 'r / / ' _•f �_ '' / / / ,~— -` � _ _ J / ^` T `I � ' C 77J'_ 4 0 O ' n NO CON�PAN TTP4 .0I it 57 1 ! — r14, CON r eao Me / CA TCH BAS/N — _ ON PAN IMP.) -- 82 '.�s�ivv� 20' BU1L0/NG-SrMA-C t '� ` -� f r 7�. _ Sze \ ` i - 20'-BUILDING SF-MACK- —Z__ N r 677 4 C / EL£V X7.7 L I- I EXISTING REM EL - 8256 2 \ / = 02'5255" PROPOSED R/AI EL t 82542 `" R = 4056. 93' t � /NLE7 R/M �S T = 102. 06 ', , LEGEND SA NDS TONE DRl VE" 5 INVERT _ 46? , r L = 2. 04 07' EXISTING 18' CAP SD n EXISIINC 1 2" CAP � FI✓'"— -_=� RETAINING WALL -J - PROPOSED ?' CONTOUR T 7 NC' PAN -� 2T CON AN i _ (2) � cox IG 1 e2so / � PROPOSED 10' CONTOUR t" T NCRETE TAINING WALL (TYC') 8?50 A rXTVE(T'r) RETAINING (" BUILDING ENIIELOPES - s• EY1SnNC SUPT 4150 3 �srL TI)b4b E STING S i., - , 1,45 PROPOSM 12' CUL IER T 41 0 - � 8240 - — - —/ � 87,0 - - 8. 39 !�I CA 7M RAS1N eeeL F_XIS TTNG ?" CON MUR - , - °p ,�- e-f'LY g370 EXISTING 10' CONTOUR I I NIAY 14 . 3 �� �IsTCM 8230 -- 8 230 - - - - +- II� 4 on Oran aw epw 14" ►�� E �t - �LLu O I I �7 REVISED PER ELEC MANHOLE LOCATION _ ( (,a l A:7m se SLOPES 40N OR GR£A TFR � ��J ca a a►e�o .� c ur,Rxx>< c+a a ear,e _ 4/2/93 REVISED PER CLIENT, TOV MLM CONC. PAN + H IZONTAL 1'-20' —�o — HORIZONTAL 1'-20' 4/6/93 REVISED PER CUENT TOV MLMv �" sv�0.tCr Ntt TREELINE )&,nCAL 1 -10 N VERTICAL 1'-10' PRELIMINARY ROADWAY DESIGN 93035E / 0} J $ �II 14 93 REVISED PER CLIENT, TOV AKC DW40V or imir�,� r. 50 o Tt7P OF WALL EZEV. PROFILE PROFILE i -J l• ,1 MM LOT A-1 & A—?_ BLOCK A 26/93 REVISED PER CLIENT, TOV MLM_ CONCRETE RETAINING WAL ROCK RETAINING WALL - LION'S RIDGE SUBDIVISION P a�0 POMOV OF WALL El-EV. SECTION A-A SECTION A-A 4 29 93 REVISED PER CLIENT, TOV MLM AKC TOWN OF VAIL 1"=20' % --- --- ------- - - - - ---- rntn rm>� rra• E A G I_E (,()I 1 N f'>', C O I.O p n D Q vtrr nrx M^ ' r ' • J r k - f�n`r n k " 4' I _ i Ft • � n � r • ` • y _ a � I . 4 1 . e 1 U 1 0 - o o ..� Ilk - r _ o U1 , Ir cu it 1 �. y 01 _ ._.._. OWER L' EVE' L PLAN r �! ��. AIN LE*VEL PLAN .] .. . r ♦ .. ` • � a 1 ( , .. 9 v��S r�� Y�� �_n. a� _ v m , ., A y !.f •j.` f V4�� �• _ �«� .. .r r. ...r.«..__..,..w... J A , 4 * 4 a i 1 0 w1 )'� < r ,' f t I � .. _ ..a.'{I.hc� "'J� - _ _ _ _ _ _ i 1 "j ..,.. _ _ _. -. _ , .. .._, L + r y_ .. 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'1 � ` jer. < n y'' � ' a •^ .�> a6 \ �G r* ^oj' 'r, ^M1 Jj ; .Sr ly , f V a } . + � ° , o F , 1 � _ , .j a, a < , 1 w ' t + Y n. + ' ` � , t ♦ f �`° +_ r� '��,'.! K "Y�Y . er a 'ti _ crf . r r 1 ' . , � ' -. a, �` , x � ,+ 3.(.���r ',�� fir' t ,' ��-� S'. ,a`` •.�+�,��t�Sir ,r t� r '*��.g ! ► FLAN PTUR LEVEL r 1 ♦ t a '�a' a e H Y. r : - , •+ f a 1 r; �� 'r rrr�{t. ✓' , , :..sg�a�,.+x x� ^�.e �{+, � f si x•a. fy�:v *�.: ��F� x'� 1 EO rw.-v=ar.,r-..3 �. " i a r . , v ` " , ._ < � 1 ° .F - ' � ` ' • ' ' t 4 t^W Lf.w°-+.� 4.31+.. ^awl"` 5.>.w<...i a �. µ� • * _ .T° ..a���'� `�I�a� �p� « i° r -.h.. • _ .. � s y t > s l f D ,'O 'n,#(I� �'i' � .F �" , ;�flj i ♦ i J ' , ,` r r 1 � 1 % _ i ' r • Y . � '+ .,. ♦ e.(r 4' + � , , � t - 5 A - �. '''� .x 3 i t i� to , �� •+, v^' 1p1 I x1A > , , � y r r r , I 6 1 + 1 , l r t _ � • , 1 U, _ "ORTH, ELEVATION 'EAST ELEVATION is ' t • .,a ' •� � . , � a . ♦ ♦ � �.' ' ; <.� mss. ol JL owl i .—.__....__ __.._- .r._�._ _-. n _._.-.._^!_ .._._-_... _. .rw._.._. _ _ -•' ��._. _ ♦ ..�.._r_. .. _.,_w. ._....... r- _._ `—.... ......0`...�.w f i !1 I 1 ! I{ ! `� , , .i + c 4 Y ' � • � I � f � - j l tr ` • ,,--fir.., , r - • .�...,.i� � � ,� , x � `�' sup', Il $ LvuyyLVe�t.. Of i ' a � � `' _ ..�M .. ntT yr � . r r.,.-. 1 r r r. .,.w e .. .. > ... r�i ._ _ p..,m`„. »p,.a�- rti v- . >_, v..-. t^+ _ .. i N e. ♦ _..n.-t. a.� - a � � F` � • r r R 'VS�T. ELEVATION , i { ' L `A'T�t)�tL e mm �Ov 11 1/4 � r aka , . 1 ,� �' , . , y � ♦� t , I rt , r P „ 00 0 o .,.� 4 �o ` • Q1 cu t . n cm u ' 16011 r 4pw �u V4 izz�_ LOVER LEVEL PLA AIN LEVEL PLAN rye— x .. ._.. �=a.d�..,..�..........a.�,...»..o�..._�._. �_ 1 r - � 3 3 1 � 2 1 f t L � . C ' 3 1 � 4 1 { i - t I F ` ` uY j F2 I d I 1 FF V molhrf al LtVtL PLAN , BUILDING :1, UPPER `8 4 t { j I I i i l I i t i i Ll EASE' ELEVATION y. NO �- M •��fj i ni; , 1 Y f b2 o a - ©� < _ IT AN BUILDING I ! X31 _ I SOUTWELEVATION , WEST ELEVATION 4 I - I • , I i i I M I t - ---- - ------77 hi ILI :.NORTH ELEVATION EAST ELEVATION I i `` ! - - - _ �__;�_- {�_►_.� ' ' ��� 1' - 1 { t `I` `� --- 't - `�r- v---t'- �-� _ �� ,l ` t�l_ if - DI IL I + J 1 � •--`� I l I � a � ' i I - " SOUTH ELEVATION , . BUILDING 2 - WEST ELEVATION a � r I I, 4 r p .Pleas x• F ,6 i Z,1piV 0 = 17:28105 I - - , 0 13 2444= ' " �C . R = 428. 47 T 65. 83 R = 428. 4 7, ` 00/0 = = T 50.38' / , l L = 130. 63' ( 6 L = 100.30 GRADING PLAN/ROADWAY 7 GRAPHIC SCALE — — / G �/ / / /� 3 D T ' /�/% / �f,/ f /�///� j / , — \ % /� / \ \ 2�Op • / 3 .F ( IN ) — /--r 7717- / /_� �// rte/ 7 /� �� r� // j / _ / A NOON PL \ \ / � / / 7` l7,`-/ 1 inch 20 1t. — — — �/ / /-� / / /—/ /1 832�i' ,L/�/ ` /�// /�/ i 1 �/� 831 0 /�/� � � � EW �- _ 1--71 7 - LOT 6 - - - 'y�� r 1 / T� /-i T1 �-r_i r /�i %//i /!i 7 _ � -- / �'� � � LOT ,c-i -�_T�/� T i i�_y-i i� _ r� r�i i / i/ /`i - - - - - \ - - �i i x %r-i / - _ r \ -74 T1- /—/ � O zz ZI — — -- — — — — _ #5 -- \ o`__ — — � /-� T_ii/ter-/iir1 ,�-/� T_/i /� / / `�- 40 ,� 0 lz_ 7- /_/ �- / ^ / /� rna_ Sao �� __ 7/r Z_ r-•� 7 " �r r /� 7 / / r /-� �/ /_/ — / �- t Lars o _ -- t o �- o v v — i \ 0 � 77 / /-� 7 r /� �i / ,ter 7 - _ _ - T. (� a — dl, r Pao — CONC -RAN TYf I 1 — — — / \ -—• 9t 674 r f�/J r OO 60 / 4T f' / — \ \ — Pao NY \ \ CONC PAN\ / r aao mo dzg •� �- "o _..- — — � CATCH BAS/N — — _ _ PAN�T P.) 14 82 51'�4"lw 20' BUU1NG S�7bAZ7� '� / 20-BU/L9WG SEMACK-_ — 4 \ w ��00, r 120 / \ e — A 418 — — a44.0 - — �- — — _ — — — _ — _ _ - � _ — .xaoaw A \ — — ,� Q -� _ — — \ /NV ELEK 4Z7 - - f • !- EA7S77NG RRIM EL AN8256.2 — F I tr g - _ PROPOSED RIM EL. � 8254.2 �� }�c��r,����\�'��„�� I � i ,Q��� r-��•`� / � = 02�52'S5 / I I --�, _ u S - R 4056. 93 T = 102. 06' s SA NDS TONE DRI VE (50 /NLEr RIM 6. 5 L = 204. 07' LEGEND /NVERr a 4s 2 � � . ,�II � _ ms's fEX/S77NG 18' CUP I EVS77NG 12' CMP O G ! REA N/TIN WALL i G ' NC. PAN �� 2' ON AN _ 10 I w PROPOSED 2' CONTOUR T. 2•� T. 2. �2)3j�• x 14, _ _ __ __ __ - PROPOSED 10' CONTOUR 8250 • T• 8250 ROCK RETAINING NCRETE TAINING WALL (TYP) A (TYP) f A � BUILDING ENVELOPES E STINGS . ,4.0 EXISTING SURFACE-/ 46 c '� ��'L 11�►� --- - ___ --- _ ____ _ ___ _ _ _ _ - i r .5 t PROPOSED 12" CULVERT 41.0 f 8240 8240-- i I C I f CATCH BA SIN /r _Cd�1G. �"ts• � GoI,1G• ��U �,'{o�b -- -� - EX/ST1NG 2' CONTOUR °Oil c� GONG •'o ' 20 EX/S71NG 10' CONTOUR I DATE REVtsiws 8230 8230 ; ! M °� I ' ' r i I oi�auF a ��ao snm t J v , REVISED PER ELEC. MANHOLE LOCATION a .� � c�aca a�e�v u�oaa aaca eara i i i i i i i i SLOPES 40X OR GREATER M,, ,•�� I 90.502 lI a• oraa - CONC. PAN � H IZONTAL 1' 20' lu � 4/2/93 REVISED PER CLIENT, TOV MLM awn er ACT ma I co HORIZONTAL 1"-20' I 8 93 REVISED PER CLIENT TOV MLM "VERTICAL 1 a10 Ln VERTICAL 1'-10' t PRELIMINARY ROADWAY DESIGN 93035E co 001 0+ (f �� 4/14/931 REVISED PER CLIENT TOV AKC MM LOT A—�, & A-2, BLOCK A T. 50.0 ;90P OF WALL ELEV. PROFILE PROFILE -I - 4/26/93 REVISED PER CUENT Tov MLM ' CONCRETE RETAINING WAL ROCK RETAINING WALL I/�II - D B" LIONS RIDGE SUBDIVISION 6C 46.0 BOTTOM OF WALL ELEV, SECTION A-A SECTION A-A r 4/29/93 REVISED PER CLIENT, TOV MLM AKC TOWN OF VAIL 1"=20' rxw Bear °1�` EAGLE COUNTY, COLORADO �'"a f i i vp r • • X 00 • LLJ t , r • f r O -1.-__-•._.�� rw_._�._ ""_"'.� �._. _ ..._-� ____. .......__.._.-- __-_ _ ... ........_...+�w�.•� emu..-.�..v..-!-'.�.�.+,....-,.�.... -.r...� wN... -�- - __ ..J= _ �._ k! 41 00 : � •1".� LJ },.t,r_,�•- ,,raj 4 \ i { 1 ti. I ,� I %� � 1(�C"?�Yi� R i t�G/"��i'`"" �'�iA(�+ �'*f,«..•}•a -- --- ---� r t f T En .1.x_______1 � ( � , , __ �--- _ , / , • �:.0W t 'oW2 t�� i Ln I ZI ,. - LOWER LEVEL PLAN MAIN LEVEL PLAN BUILDING Z C r t'�J 3 .,iafi-t '- :.5�}e k''`± _ • -r ` a V _ R'• _ 1 _ ' •• s � - _ _ - � ��( - L'-,� -'�f'+�a'.�',`.r a2 i`!'__ _ Y ± _ -T _ _ - � ' ' y��� � I -• fin. , 4�ii YrL i. --�F__ - M12!' __T'Y-••-" t w.,'�, �_ _f,Y V`•' S ; v __ ,.r - _ - a i _ ` < - � - - n ' ` �' � ' ' v-n\�'tq�,Y_ -s._3�=' r., x _ _ n N -' �I _ ,.. • ,. _ - y , _ T _ " r , �' !y't ,•" - � �'.."4- ,'�X'i __ _ Nom, - - ., +..�n ._ ., v k , ti h ��� _t tni�yy..� - �,'M',-,n ,F/•i'v'[T�'v 4 ' a, ` _ a 'r _ r ' ' ' A ;Ed:�), 1 r a < , ` - , > - , -� - r _. , ;.r I �, SrrPQL ) _2.n f'a�C. R�+•/�.� � �,_ ' � - ; .rye„_ �p+. - .4 Yr, ..F�' � ` - x ,ti•. r - J • _ s .- , V ` ^'_V ,. —;CA ” - - S AIN E � C�drR1�T LTS OF &j n TILE -n LE _ / k °_..,:y� ' 2 ..� ) - � � �rN 1 p - - - - r Z �iJ I � ° jj ,.w � � {�t� v..rr I""( _ � �j�� ���� f � _�_I _� _��__• _ __2 ��y t � `��.`�� � 1J,.R_ 'i _ +- , („ �7 � �r V.� - i) s *� {{ F � (fir -t � � ! ��.,✓ ./ n fife { �� 0°� FTC i WO _ O D C q R eCT 5 r' rt ��, ' - • , � �-� I � I � � � � - �' � � i � � � �� i Fig r _ -, '� �'' �,_� Q} ----- -` SPQR T�l� hTG2 7a/�Prr i sr r _ CAROF 1 f L� ' 64 CT TV �4 ,_ i _ ' _ -- $� �; - {' _ - s s - + R ...-'•--•... ,_' .....+—..._ry.»....---- »: S a — /./f� U� �./ , t �-�5✓ 54 Z=4 'r' uVvlr PLAN Y 7 - aTM ��'Y=�•a." .r ~ r 1, - ' _;x < - - 4 ` - v' r t _ . v F � " ~� - ' F l i i Y-'' v n n t �_ _. 'T`i-•,w. 'fti s. "-,S a ... ,+ , .w- xx- 'r . --,- .. - _ � ... .. 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'� y+�'r r , e r ., � • a � � r .x it '� _ BUILDING 3 r -SOUTH- ELEV ATION _ _WEST ELEVATION - +,-.3 __ .....__._. .. ., _ _ y e - _ ♦ ru. rumruwa+.+xw ..e✓rw n .k a r • �+t 1 FOUND 112" REBAR { r# W/ WASHER 150.00 /.�', / ' �L.S 1511 LOT A-3 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA 0 � �,� -�, �,, �,,. 1 4056.93 204.07 102.06 204.05 S46 49 22 W 02'52'55" •24�0 .f' , ''�,�' '` i� �'"- �;� 2 428.47 100.30 50.38 100.07 S60♦41'38"W 13'24'44" 1� 561 / f 3 42847 130.63 65.83 130.12 S45♦15'13"W 17'28'05" 0 ) Ir �Z,96 .,...�—, ...v`'. -- -�-� �•�' +`� � -�-�+N-k- -�'.X--- „�"�- �,�' -SLOPE' �� ji-'' ''- "- ." ..� ..• -' .-'n'� , j \ , �,r // / 10' DRA/NA GE AND UTIL TI Y EA SEMEN r FOUND 112" REBAR W1 WASHER / / \NI / / LOT A-2 L.S. 1511 0,438 sq. ft./ 1.16 FCC. _ // / / /� FOUND PIN & CAP O3 / / FREE / / / / / / / // PEAK ONE , 9939 S FIRE HYDRANT S;cj FOUND PROPERTY CORNER C3 :�1 0' D /NA GE AND rl Y EA SEMEN T, � /� ,,• / // '� '�/ / '��'�, '� // ,�' ^ .i,� / X80// / / / � � i / EDGE OF PA VEMENT / 7' // / / ,- • ' /` % 8210 �-- , EX/S 17NG WATER VALVE / LOT/A— / �TREES / GRAPHIC SCALE 62,990 sq. f lr. ' / / FOUND 518" REBAR 30 0 to 30 60 120 ////'1.45 AC,f V ,�''sr`/ / // / ELECTRIC MANHOLE ( IN FEET ) 1 inch = 30 it. LOT 6 LEGEND EXIS11NG GROUND CONTOUR go f7RE HYDRANT i wv pQ WA TER VAL VE p /' V /` //// / / / / /� SANITARY SEWER I& ,ORA&AIGY'�N / / / 18" crop /U riL�Y/EASEMLN / ///QS SANITARY SEWER MANHOLE DRAINAGE AND U7X 77Y POWER POLE / / / // / / / / 5� EASEMENT POWER POLE a LOT A-1 LOT = 62,990 SQ.FT. = 1.46 ACRES <40% SLOPE = 33,171 SQ FT. = 0.76 ACRES >40% SLOPE = 29,819 SQ FT. = 0.68 ACRES 1 ;p LOT A-2 LOT = 50,438 SQ. FT. = 116 ACRES //`( /'� DATE REVISIQNs -40% SLOPE = 10,800 SQ FT = 0 25 ACRES >40% SLOPE = 39,638 SQ. FT. = 0 91 ACRES ������ 0 RE //�//// AW�N, Coco. 81620 • • uArlfvo P O. BOX 97B � �) t�II'- �� :e -� 1420 1111111!!!llll! 0077 METCALF ROAD \\O��RP�••F�� // (303) 949-5072 �Uni'meenri --^- 'p •Q ?' = DZYGNED BY' • • ss2s SLOPE ANAL YSI S DRAWN BY •%� A LOTS A-1 AND A- Plll�5��\\\\`\\\\\ CHEWED B)' BL OCK A D.D.F. LION'S RIDGE SUBDI 1 RELD BOOK DISK 209 _....TOWN Of VAIL, FA+ `I�. a ri w pq�r;�^S w 1rl-I /0 �o1b 1l�2urt)s ofl ' R = 428. 47 i� 13 24 44 G� o� oip. 1:51H R = 428 4 7 L 00p � 0 . T - 65. 83" = ' L = 1J0. 6J' T 50. 38 � ( 6 - �o��a-.,�►� ��I.u I.: [7 z,, ���---� `�.i L = 100. 30 - , G MIQ / r 40 LANDSCAPING . PLAN - - GRAPHIC SCALE ` r! �/ G �/ / / 7 — —' �/- ' — / / r I r /a/330/ � /J/ /�/ / / / / / / / / X 20 0 10 20 +o / / \ /\� / — / / / / / / / / r u t .swcL:—+r..w•�.Vr4.Lf.r.Jr+.U..wr. 0 / / . i� _\ jll PPi 2 IN FF.Er MOON PL 1 inch - 20 IL / / /� $32 , .G-/ / /� // /// / �- ` \ /\/ /\ / / !' �. ✓ __ i / i O' EASEMENT LOT 6 LOT A —2- `` _ .ter�•^—' / Xwl � /+/ ,7 / - / /'- � / / � � � / / / /' / , / -/ 1 / f / '/ / / ` '�- \ � S�n� ' � \ - _- , .r , /• /' _ / •/ v/ � \ A -. �--/`r/ ~ � � _ _ y-r= _ - _ ` � - \ --- - -----• - f _ `�_, /` \' ' / 1 _- - 111��/ 0 6 \ , rr._ �y�t.r .,, # / ! . �'� �-_ I I rV . Z 1-1 -7i/ sue /� - ._.- r �! J- ' ►+ - CO I � � ' \\ , , f` 1 `` \ 'IRO NY I • \ — ' t _ 44\ _ / rte' •• r -- A - -Y�-="=_- � \ <n�./ \_ `- �- ` � -♦ 1 f ..CA NCH A /---- — 20' BU/LD/NC S�BAZ�'" -� `` _J 7 ` 0 1 \ 20'-BUIUPNG SF-JPAC1L_ PAN La'P.) S22 •ae n ` -� �.. �. ••1 -- " ^ EXISTING EZEG MANHOLE CTt' �5255" EXISTING RIM EL Q 89561 r'"~4r' I© µl .�:,� D _ 0?_ -- / PROPOSED RIM EL. - 8254 2 l.Y�• b 1 ; r3t �' R 4056. 93' T = 702 06' ` INLET RIM �5 �, SANDSTONE Dnf:)Il VE (50 ,NT = 46? — LO/+ %' LEGEND - �- - :-• FXSINC le" CMP ' EXSANC I2' GX�P - —--. - RETAINING WALL ixya: c \ CC PAN r1 r: T. 2.0 NC. 2' ON AN PROPOSED 2' CONTOUR T ? 9250 8?50 - -^ TN�lL7 L�r� PROPOSED 10 CONTOUR T. NCRETE TAINING WALL (TYP) A (�j K RETAINING ' .i. I ( - BU/LDING ENVELOPES ExlsrHC suRr _ 4150 '� � ��TL TI�C�b ) E STING S fi.�' PROPOSEV 12" CULVERT 4 0 ' - e. 39 , + r h T; � 8240 8? 0 - - CA M4 19A SIN t EA7577NG 2" CONTOUR, - 1 DATE REVISiD1S • — -..,. ,i70 fXISI1NC 10Y CONTOUR 9230 - - - 1 v a ear ns suer nor ` 82� , 1 �uI-� OI � �j 3 REVISED PER ELEC. MANHOLE LOCATION i` 14 �a mo" • • L4nrwn ectaa sacs T-r-+-r-. � 1 � i I` (M J I4a-5072 L%L S+0prr 409 OR ^RFA T� 2 93 REVISED PER CLJENT, TOV MLM _ 6 J V 9 93 REVISED PER CLIENT TOV MLM a rlivjt T '= C4NC. PAN H izoN TAL 1•-20, �z�00 ac HORIZONTAL 1 -20 aaAr PRELIMINARY ROADWAY DESIGN 035E • N VERTICAL 1��10� 14 93 REVISED PER CLIENT TOY AKC t191""' ®r + ��� T1CAL 1 X10 �[ - - _ }�� — 0+ -- , T -` l 4 26 93 REVISED PER CLIENT, TOV MLA�1_ o,�D nr EST A—� & A�? BLOCK A ` TREEUNE °0 - - LIONS RIDGE SUBDIVISION PROFILE PROFILE 1 II I AKC TOWN OF VAIL ROCK RETAINING WALL 4/293 REVISED PER CLIENT, TOV M - 1~�20' Top OF WALL ELEV CONCRETE RETAINING WAL SECTION A-A ' -- - --- - - -- --- n►tn �xW 7x07 ctirrr n� r, aa0 SECTION A—A EAGLE Cnl 1N f'�, COLORADO ' ©07TOv OF WALL ELEV. P AS O - Lw • I r I - 3 � O O Tom{ - -I 0 I rt, y Kitchen Dining Ln i t �`- ruv✓/ 9 1 9 i I • 1ti I, OGarage F Living Master Bedroom U � i4 s owder 75 k I U - - --- - - _- - _ ---- July �, 1 +--- MM 41 1�9 LOWER LEVEL PLAN MAIN LEVEL PLAN �-�1� �s 3 -75 q5 g3V -- 1 f � 0 LLI .. . • LLj LLJ Li U 0) tLC Bath 3 Bath 2 - L-I in LO Bedroom 3 ' ' Bedroom 2 r � O OPKN TO OPEN TO � LO 1 Q - - - July 6, 1qI4 --- - - - - IeA. I19'-7 UPPER LEVEL PLAN L i 1 i 1 . I 1 1 � i!f N I i 1 CA o - NORTH ELEVATION r �J EAST ELEVATION ' TC�l - o 12 .r 5 7 C /1 8 21�o .� 1 i Y M,Lki FLODGZ - - 8 2 G"1 �M��(4 , 1 EL D 0 a WEST ELEVATION SOUTH ELEVATION I I -row = SZ. T D �-S Al , gam? I Z x l s I in _ 5'S x -o it w/ C3 � 8 1— d SS 00 _ I m �� t S � x l►-Co�.w. T.D. Sc.A b 5-I�� I — c9 T-a I I 1314 k t f ��8 `rI- 1_ �t �.J Garage =� ' - _ Garage --I- y i pkr' I V 4. 4" CONCRETE SLAB ON 4" CLEAN GRAVEL - -- t)LA-g O/l[ Tom -� 12 -3 BASE ON UNDISTURBED GRADE OR I j -I-Or-= a ►_� COMPACTED STRUCTURAL FILL PER SOILS ENGINEER. REINFORCE SLAB WITH - ` FIBERMESH REINFORCING FIBERS ADDED TO ( _ - I „ CONCRETE MIX ACCORDING TO THE S:7-g MANUFACTURER'S SPECIFICATIONS. ( Q I op pt-o I CA PROVIDE 1" DEEP SAWN OR TOOLED I CONTROL JOINTS AT 15'-0" MAXIMUM I T b pLYW� `� 1 �- M SPACING EACH WAY. I u Q I 4 Tow S� I - i F u� n N. 53 I T0w= 88'-v SCo nN, Tom• I - S/ "u 111 LVL. ZI M To.t- = A � LOWER LEVEL PLAN LOSER LEVEL PLAN o R,4M i kI C-7 PLAN NOTES: PLAN NOTES: 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. = TOP OF CONCRETE WALL �oCJl�12� T'Ip�t �L. f`t �4 'f_ f 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: -O 2. POSTS BELOW ARE INDICATED: 9 T.O.F. = TOP OF CONCRETE FOOTING NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 2. STEPS IN TOP OF CONCRETE WALL INDICATED: 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE RATING 20 OC. APA STURDIFLOOR, EXPA, SPAN 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION APR 2 6 19966 i \\ WALLS UNLESS NOTED OTHERWISE. _ 4. REFER TO ATTACHED GENERAL NOTES FOR ADDITIONAL STRUCTURAL REQUIREMENTS. o�!��� RGlsl''� • ...... 4. CONCRETE FOUNDATION WALLS ARE $" THICK AND CONTINUOUS FOOTINGS ARE 8" R THICK X 16" WIDE UNLESS NOTED OTHERWISE. .� i 5. DO NOT SCALE DRAWINGS. N 6. REFER TO ATTACHED GENERAL NOTES FOR ADDITIONAL STRUCTURAL REQUIREMENTS. r l,w RAAo e. y s • f I I - w/ LIB -- 2x(a ���nn�t•� � EA 'SIDE U NL�SS \19 ti LZ,^ 54 Lo T \I: INV. Kitchen Dining -73, pp r T'o. PLY W D y all D ' \/`l / Z 14 p �. Ito L,t _ 13 -1L!v L ►� ' 0 �.� m J '--K N I1 - - ® 35"x?= - k J 3 �" ;� i :� U U } ' '� ��' �` rr �' �� Master Broom � - A�Bav� --- -- QrY�. /�!V• — Q er Ct� IL N4 L yL_ 1314 17, ;1w LV — -S W )e '� � %1,} Cz� — r3j4'' x 1� " /_v V L Cr R-� 1M � - - - -- --- - -- - ---- — - - July Cam, 1`1�1A• L_ ltA ITylp - m � QiNV. � INV. LOWER LEVEL PLAN MAIN LEVEL PLAN f}-LL J© IS1� H4 4VE WSJ STI�1`EN�rZS L-0 U fi L 4--�AarM 1 N(G PL4M % "_► '—c� PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW ARE INDICATED: APR 2 6 \\\\\\\111t111III1N//pl��� I NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 0 REG _ 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN oo•���.V R �yjc;�9F�� RATING 20 OC. 4. REFER TO ATTACHED GENERAL NOTES FOR ADDITIONAL STRUCTURAL REQUIREMENTS. % i ` :N ,eev `1 �•..ii.•ifas....a` M r f s • j ,o"p f y� . _ r b. y w ',x aY urf "'-t•a,°'�izt„�,'�.ra,„.�t” ;,6�=`.{n*,c s ,e c s"`4 P, t�M yes r:kt, tt t V • �,� w -+� mia vv I �J l� L li- 4- '�� B� h 3 Bath L•V L. L,z> — 13/ x l(o L V L- \ cn Bedro m 3 - M , edroom 2 I X If LVL 13/4 '�` + � l(a " LVL_ � - a / /(n 7:JZ/ 5-5-T7) - I`I•, `aL. 'u" `—' tJ DIU b g x T9, ` N w L3�_Z , 099:N TO ' o !a ZS ICS ,7 .__►, MAyTE2 $E I(�" -rs= /55 t7�24 " L.f 4 Lo Q V L_ I Tj_ n ..._`. „ 1� _1 r 3� 13/4 °, '/z L.vL N 2 July 6, 014 -- - o /vAlnl, Z u l Z dug - r UPPER LEVEL PLAN C%:! T-= �72,k1MIN467 I��--�'til IV4'�= I —cam rPLAN NOTES: APR z 6 1995 • 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: \�O�PpOREG/STFlf��i - 2. POSTS BELOW ARE INDICATED: NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 3. ` ROOF SHEATHING IS 5/8" APA PLYWOOD, EXPA, tPAN RATING 32/16. IONA 4• REFER TO ATTACHED GENERAL NOTES FOR ADDITIONAL STRUCTURAL REQUIREMENTS. - I II II c ! ( i - I 7-� T1 I L-ji LI 0 NORTH ELEVATION r APPROVED BY THE EAST ELEVATION TOWN OF VAIL DESIGN REVIEW BOARD DATE: PLANNER: ` �,v Y Lo 12 y 828$ y>'�INGr SINE ' , �.�' ��►.�s � � _` 1 i i 82-'7(4 I MAIM �LOO- , 14 8 2 G'1 - -- F-1 V 7j ------- -- -- -- --- -- LdWF-12 FLOD9� 825-1 ---------- - - -- WEST ELEVATION SOUTH ELEVATIO cnet �� �