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Cascade Village (35)
i o 0 filar - " \ 4'' \ s , BO-FT-6M TeRMINAL C4M1RtJrT- (00 T© AVEI:P.GE TIES [_Ufy.© �lN f Sabo t �it'1K� T061,T RK #t- 4 5eDAK x24'" ' - • .� \ (3 PER 6'-0" LfrN6 - z S I \, �c' 77"W-:7: iII-II ` -rrMRER � • '�\ X9.1, \ ` ',. \ BtkE- WRi-1.S I SECTION \ SCALE: 1' = 20' , + \ \\ TIMBER WALL DETAIL ' Y \ , \ \ � T \ SHOULDER 10' SHOULDER Z'x(vN DW00C2 - �,� , ,, .\ \ . , \ ', •, I 1, , , - o� SS�p�� 3' ASPHALT x \ \\ \ \ \ \ 6' ROAD BASE �y�/ p SUBGRADE COMPACTED TO - `\ 9596 MAX. DENSITY ud \ \ `♦ 4 `, \ ,\ , \ Jq� ♦ �"x G°' I�EDWOI}D IN 6 CON(, FULL t`�'-0'" ` 4T DEPYFI (�Yr' 130TR 5IDEh 5 DETAIL o� ST�Fh} \ ` \ q ` j ti L� � T �, !PLAN v ` \ Vi c,I0 y 1 F1 Av rr , ; !� + T�(t'. POSVTtON •' \ ` `•\��' \ LK t'ATt� �7 t�AVLI NG 5TjSJR LIGHT MAeKG �..� `�/� � 0 u" ,�- I'+EGES�aAi��1 ` 8 /I, lauRY Gl4iGUlT. ;'L !J �-1 le Gt�A.D1~ PAVERS �� ``+ 1 4\1, \ / ROCK ,TiMeI eK WALLh Peg � � aruuoR BoLT5 4 T1.NPLATE TO 6E 1� f TO SEAT WALL \ + ` \ , 9ENN16 AN[2E-M50rA A560e-,) r�prtlSUEO tsv owrtFR l ��AT WALL I `\ VN�. LAV`IC)gCAi?E PLAN N4AY 28, 1 S? \/ 314' WA'W eO KO(-K I T =4g. / LV PEEP MIN. GROUT /o ! / / ._. r r I , \ -io:i -ti -r�yii/ rir• U TI I V+ -{�x-11 t Ij1 # 4' x 2,_0" �}?IC,K PAVERS(-i�(t') , � i � / � I , ,� `, • \ tt' � I Il -I�,� I` AINGHOR 6oyvT5 4 �K I � `T�MPLAT& Ft)#[NIS4LIcC7 i�l'�1NttE�i 3 A'+11t`� SlA. t��+xt�' x�Jl Tl� X 1r 6tt-ow TOP tOf� II II s4 C5nalflS 2'- V LO"O w 14.ri i +� 1 ' I LNAIr LIFT Fv.ib++ rvd �n 5' I I I I I it I 1 � I O \ \ II TOI.I E K L1y 1 — O EL , i' ,, 2 LCA72 _ •'..; , ~� E of Cti P.IG f 1� TO TOW- T1t�tI ERWAt_L co.rc„tT R .cev r SECTION Eti LIGHT ,�1 _, �. ', t VN r11.nC ih•. ✓cK VL.IJ. CD \ q See, OETAI L,54{T,I g �, •� J/ \ \ ` \\,+ ,�4 ♦ ` `\\\,`` ` \,. `. `137a1A. ',OW0-Tu'6E DETAIL f x - — 07F11~K3 5EE sLI' Mt.t FOR pFrAr� \ \ \ t I OtLM CbY C�T4IERS SEE SLP Mt-V FOR % x , _ 1` &21 -t,cS I'5 it raly) A\ 214 42 HOLY LIZOO ELt(. �5 ; i � \ � / 'l 12 4' 6AN06TOt* CAP B' GNAI ' '1 ' Ir �i�•• 46•� ` GKDUT6D TO GIDt`IL. '�l'EiIN -38 3l0 \ ��0 � . . LIGHT BABE DETAIL KC0614 l;IN15N ORL\? WESTHAVEN DRIVE i0 ;°t I� + I N T hT6TN LIGHT TO t POKM LINI~7 FINt54� I1I "^ INSTALLED 13N dTl-4EtiS 1 I � I f + + I 7 I + I h I 1 '. I 1 ' . �+ ( �\'�,L `� (SPEG V Fl G I� DY OIIN'N'�fi) W. �R. �+Y OTl-1Ef�51 SSE '�P Ml.l FOR DETAIL 'Ilh', `, '` ,, \ 'i � ', 'Matir+YAIN Pc1�ITIVE S�I�' STIk:GO Ab t�1.TERhtATtVE TO MRM LiKiEK FINISH . } Town of Vail Community Gt�P't7� TO WEEP "OLE'- — \ CS / r ; tl I I � a J i r I I `�•�-�� � � \\` � _ 41.0 r(�►W1nJ1 Development GAST IN FLACE GDNG. ObTEM _� i ° , { ` \` ♦' ,/ \ Plan Build Heal th Fire A+. �'t,. YtI.� ��, Approved Denied El r�CDVIve V VIA. PVL VRAIN6 Validity of Permit E=LIJh1-I W f FEE C itr-O' �'.G. \ Pr�OpOhEO Sec. 303 (c) 1982 U.B.C. TeRI',AG WING The issuance or granting of a permit or a raval of 4 4 'S 42" O.G. specifications shall not be construed to be a permit for,nor an }# 4' G� IU" 0•G approval of, any violation of any of the provisions of this cciL,+a " or of any other ordinance of the 'ur•isdication. i 0. . � 1 The issuance of �+ 4 tJOWELS G IU fJ a permit based upon plans, specifications and ocher data shall / c\ not prevent the building official from thereafter requiring 'ths Z. 4 GORT• KEYWA-q J , r M II ! \ \ correction of errors aid plans, specifications and othw-r IN ff4. r +f if ! 1 r `` l I I Y" \4 J f ,' I 1 d��f �g ♦ \R \ `x , B1KE f ATN I_ 6V DATE: e� 0TI.t ER`s SEE 51.-.4' a L.I F©K VP-TWLI i�N�IER TO \ t / +n SELECT FlXTUF�E \ w: 1'- Ar" /+ DETAIL - 1 � 1 ; 314' - I'- o" SHEETS SHEET kcF �Crzz DF' DRAWN DESIGNED CHECKED ING Engineering Consultants VAIL VENTURES LIMITED TERMINAL PLAZA AREA 1 JUL . 67 Z(es-CPO I 2900' South College Avenue 3204 N. Academy Blvd., Suite 220 953 So, Frontage Rd. West, Suite 202 APPROVED DATE PROJECT N0. Fort Collins, Colorado 80525 Colorado Springs, Colorado 80907 Vail, Colorado 81657 NO. BY DATE REVISION DESCRIPTION 3031226--4955 303!574-3504 3031476-6340 -- l ` 1 I `�----� • _- __ - _.J..— ---— --__ __--Y t l d Associates pal, vT ' �. iv, Architec#s, G T'-& N Raw: L. Arnold AIA f ,-c,� , {crflr+ yN`f� rte, Av. E 4!r-p. ate. 41?- jP .. �P Ixi• { Daryl V Him AIA . v��a� -G" #� I/2! 'I Yid•, *4 + W11wt 7 41 -� . .. - #s.�, < ; �.v. �•Irl�v �• tw�ILlp'T� rte•ply-� t°c,p• �•o• _ � �' - _ +- -� — —fi----._ --+----�--- --�-- � � -. � � 1 � - {-ow-ftire ; Ind. gyp. Mr ft 4101 pp &-fP av "'i'-ilW _ 'I7 ��` �y i' 'V�■ ; - - ; j --, Lift-W- �TIa4 Fr •; . - w�v ,.-L. VAVM. W)H* ; Apr 60WOTO� f,s ' f ''!1 �`Tl E �I�f rsfF , yE'a" + '`13 '"I� gL �eLo,, x � 1 `1Y j Ntl �-a" .. 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F's+v K IV-all 'mod' x 0 P•O•`e- It 0/ s ' - - rt,ss�.�. �vo'-a" T✓F; 1 r9o!r'` j 1 �! r '' r,••µ` °19 ! �, - SF o date: A-1` /01 5 � WW - --- - `- bu i /p revised= --'T,�•�1 � '-•3� _ �c "s•� (�' --— r "` !1.9.1.•;. �'.'I-v" rip`' ,� _ - —• 'Y� ti-IG1.E�+ ' y Z • , a — 40 — - - — _ - - � --fi _ sheet number= M - a 7H v� z r Robert L P Associates..a . Architects, 230.8.4ge 31trs! . • d {- -_ . ._.__.. - - -.�. i �^� '� ��1 v Hid. Ki0�0�idQ aMST t Robert L_ AnwiM AIA > ` — Daryl V. HBr(A AAA Michael R Houx AJA U-4r LenTF17 bp-.v4t- T° r " CH WL it 7P" VPEHH&- rfr' 11. 41 '�� - - _ �'� �, - ---- ---'_ -- -'------ 4^". - - - 4 - -- ' - - 1 � *I - --- - - - - - '� e �' _.� E�--- i--,_. _v._ '"----^--� C 1'T4I"i•��y�ry fit•r,• O'r ��p Tl�t;� -,-- '- - -- _ - - - - �� ;� ' -` � � �}7J l.L�?'•►- h1°-� .� +=--=L ta k �' - - ��— — �{ �_—..��-.� � ..-+� Fes.-/i �—� /- /� •- 1-I1PTe : ALL LerrFr-110 ro -MtTIP-L PaPRNCo ----- at mm - - is .� _ :� � - .. - - � 1 i � r � �K!�T'�� �h�'� � � �� - �dT�'L�2�' a� #1 - �•y� �� F � � date= all f-s revised "Al I sheet .number: k j ,, � - PAP• PWP Mh[C'Z''fo {'t3t , 1400" or- VMxp"44p_ #T �p`.yyl L'L i/ /1�,I fit+ 4,�/'y[��'`� LIB Q'{ � 4 / T� 1 I �,.,,r�,1.„�.�'/ LA. �P� Q a +lFv. s s•••- ! �Y -_ f iar'..Y7"�3 - - T'{ 'L A* ""os"I POW Robert L Arnold Associates �. - - - - - - -- - - ArcNtectS P.C. 23b StW9r straei %W. CoWado 8M7 - { -�ZW �i rC.C.4 1r4 r �•� 'AT 1 T1- -TGN f 4w}Mlii-W C303}sf6-tu7 - - --- _. '! cw-OHL `oe*VV 7 --- --' - - �,.�� �s' m& iw Robert L. Arnold AM- - - .- - Daryl V Harris AAA MChad R Houx AW , -�• '�� ��y - _____ _ .. _ ___ -� '�lcaE. i..iw/p Tr I M $ j p�G Ir I �_ MYWa,p M4MO-- Al WO �+ I - pp_. 0>11 zti -#'"PC k*" 10l5&`I14C- I I i S' 4 j':�-- r - I'•U" l<WLOMGN-lAIrr Trc ni4i - FWM fir•-'�4p' - vi�Ei�- f i -n& FTy- l Y =• r-- �- f33i.'r - T _�.._.1__--_ _��-_ __ 1 � � _ �! .r --- r III.'"'• •tR`%TV'1P To 114'ti1mF +p-Z''ifi' + E' &7 teaNTtt+ur_6 to,o� = i - L-*o p&/TT i tiru Ip71a14 2 t1=b�l _ - - _ - - - r i r p, PLO-Tr -._. 414rLj CT`'(�°, :�: -+ r- r�-- �' - k - r'. '• '' ' -(tea Ix-1° PTT 1Htiul&T H t s_ w'G 4r7 MY I r =-"T Yz.�` fr r � FT ' r i .- it ` •€ F , - ___.-- w � +- _ - - Iw.-_ _ _—__—_ __ 1 i' - it ', it V-O-L h 41100 ke o/�• bar I��T ` _,_, r �- -%�- '� ; AIV, I eww, AA.$-*- f l 1 ii 4 JI its G• _l: •� l�+l{C� m�.ICL lH6sA�k b14�!`r _ $�e tz�F� 2,,��, u 4 date- F 1 =�-•- ---- -._*� � �� � � ' - --S5 ,= Imo' � revised: . � � � l'�I�i.t. I■tt�-i. HUC Tt+W� 'Z-P& T°I#�T e4"T (I+ W - ) T1 PT�.7 • - _ • r • 1`Ii• • M tL 111"11-(_1ll MAZ* g4&LL 4% Ilk - .�- - }�L. �L � �MP�TIrD - -3� ' #- w.. *61 rYPrw%ftD ¢Y smith `� ' - - ' 'i'"j Mo., WAY - t sheet number= it WOW MIM Y" PMOML P4 ii} .F ! R f �. 1 y{ '• } i -- - - - r Yom ;. t _ HA-T<-0 141 H004 ot ri Robert L. Arnold Assoc oaf es _ tv .- tiff 3 - c ect P.C. I ` Vvaa, cowado 81667 r — +-- - � -� -, — i - --+ _; r- , t i� _ ��� �, ,rM+•� — + -.� -� `r-r. , — �'!�' - t`41Q.�'b c3Q3>.7s-�u7 Robert L. Arnold AIA Daryi V Harris AIA Whaet R Hoax AIA �-1 - 7 ` l '� ! I~ '; + --tip -pY" -b43 TFefI"'t `� i1•-a - / �� TEf lam' ' -•► �j p�•��'f�:-±G► WIMP!-+ i-� 41gs It evil � -4, f}?✓{I`•il! �"�� IVldiut t�iNC� Df/P 'APL`{. _.. . °• .. - - - ' - - ` Ppf4 .U- 1_ �I M eTYPl - ► I - 'rit9�,.:1.�IMlr TAM F _-_ - ' .s JMI� T�H� ► t �p tit f _ aKlilt+40 1* 40 v ji jF 41400 lw ,:4AMP. AT O* HGGP ;��_ �lH b�Iz JPMI*� ffi roPN�- EF-wR _�p �� C�TkF�f�� b� �rt� �-�-f �+1�►n�... I 4 i - —_ ! - 1• - - � � t - /1 - C>F W( L AMft KV&Oo W � 0 r _ #dEN �'AU. -fi1Gt r tip-�-1 Iv j.41 H Do*,; "LL rr _ .lu _M4F*4rHpup VV IW°:* 4trt4 or r4b&P pal LrT �6�T i C�TaIvE - � E > � N ' Hie ' .� � i u- I "> --._ AI-Na ids/ 2 L►�'f- �; .�i'f b� t' '�'' l°� - 11 '°� � - Wvvi�;`lr..,i - ��1 �$-1 ' e./ ���,� fA/.�- ir� 2� - T.- W°!°p � �. # 44-411#Y 2'_ ��r�•'I : p��� � ��� � �/p$ � Imp'- �r�U2� : � .���v� i - • I , ier itrp 4Ii {� ��� w u -� -- -- -- - - -- - - date= O/L,/.* ,•- .- � .�.���.-.-.�-�_----�.---______�-Y - -- reds • . _ •'.'�.- .t,�n�� �, s ins .� l�t ��►/�`"� __.___._ �/t'4- - - -------- -- _ �- ��p - -- tz A 6* %, 1 MW 1_�Zvp . sheet number: .sY. GENERAL NOTES k 1. Offset piping, ductwork, etc. as G. Field verify location of all existing 12. Water lines to be Type "L" capper necessary to accomodate structure, utilities. with 95/5 solder joints. beams, columns and equipment. 7. All work must be in compliance with 13. Waste lines to be no hub cast iron 2. Field verify exact location of all U. B. C. , U. M. C. , U.P. C. and all local with heavy dirty clamps below slab. equipment. codes and requirements. 14. Support pipe with rod R clevis or 3. Insulate all d•amestic hot water, 8. Provide turning vanes in all mitered clamps. No pipe tape allowed. Robert L. Arnold Associates piping. rectangular elbows. Architects, P.C. 15. Sheet metal to be as per ASHRAE & 230 Gr SvNr 4. Refer to architectural drawings for 9. Seal all ductwork joints. SMACNA. 30 x76-11 e1657 {3033 476-114? dimensions. 14. Seal all ductwork and vapor pease-- Robert L AmM ALA 5. Coordinate architectural, structural, trations at all exterior Malls. AIA mechanical, electrical and interior rye Hams . - Wtlael R Hour AIA desigr, drawings, piping, ductwork, 11. Individual water connections try equipment, etc. prior to installation. fixtures shall be 112" typically, + Q excepting flush va 1 ves which shall ° t' be 1". GT F►;- h T r.�Wejr_ � 4, ---- - _.....-- - -- - - -- - --- - - - s R 71 oc ••*1QHAL V+'�O ••.�.. � r' OF Co. SAS �f 3 band Iii" I Z Imo" - �b q - n �� 4 -V-- -- -V�- r ' - 1 i; rt .o- �/ Z., I O LJ.G. �r w r4 S Zr „ &T-fe olf 4 Z ' — " s �.rrt 4U., cQ ��v�1 � �. � t/ 3"vT 1�, y �LI..ITi4lirl.J1 ti�G' I/z�— �� IrJ Tt�lti ��.. " M fit±. 9y/r P l�iT e - 2" I l mmeA Tv 1 i�" F uyT 4ZJ U-, 1c�/ r V r EF ' ' Ilox lto i{irc l l* r t'Irzjar qwi v" 'r_'A IF L �h►.Ifrl� lglZlt l.I�, lL �G Gl1TAIL_, t�! ITT �T� r_tL�9_ � Ito ,,.� r -r, Imo rx,-t per- -w sL40 �� D LQrr�.�c -rep til,P ---�,� T MI-1 rl GvtiCT_. ,;PqeI✓T r1 1.1 rrvw- c *-M.- A,\JL4.�� a1(�LI Gr y4ome f •r ' - � E VENT PLAN �"'''`�"� �Zr T° '-'"''�� PLUMBING & VENTILATION PLAN WASTE & _ SCALE 1 /4"'W-00 SCALE 1 /40-W-00 PI _� r� ')C.2V 1C.E limit-OH HA I I .k.. WA � vLC.� SHuT OFF VALVE plp`L �iz,�IL��2 Tv r-Lcw z vex-Q l� IL Kam" VALVE - PIM -Ta F .Wr- - - POLA I u I ye . _ T t?R.v 4W1 t (�� L > TYPE-) ` WATM M-rer- ir1l� rzHOT .-pouTIC� !��t- vp"i1�1�T ; - PL�c� �DUGIha4 vAta/E. yz - - 14r�° --�-��}�-I�F-^�"---r`�'°° T�"li��l►.1�, vaL\�/G - Tr �"� � � � E�y MECHANICAL EQUIPMENT SCHEDULE, L 1 VITREOUS CHINA FLUSH VALVE HANDICAPPED WATER CLOSET. AMERICAN STANDARD 9468. 018 WITH SLOAN ROYAL.. 115 HL--3 R OLSON I TE #95 SEAT. r�O 4- . OTERRAZZO MOP SERVICE BASIN WITH STAINLESS STEEL TILING F L_APIGE WATER ENTRY & WATER HEATER PIPING SCHEMATIC & CA'. WILLIAMS SB- 902 WITH W I LL I AMS T-15-VB TRIM. NO SCALE OENAMELED STEEL LAVATORY. AMERICAN STANDARD 3004. 20 7 WITH DELTA 2517 HDf= TRIM. OELECTRIC WATER HEATER. 30 GOAL. STORAGE, 2000 W. STATE date' CV-30-lMS-K, revised: ( 5 ) VITREOUS CHINA FLUSH VALVE URINAL. AMERICAN STANDARD 6531. 019 L�JJ WITH SLOAN ROYAL 180. OVITREOUS CHINA FLUSH VALVE WATER CLOSET. AMERICAN STANDARD 2221. 018 WITH SLOAN ROYAL_ 110-3 AND OLSON I TE #95 SEAT. OWATER HAMMER ARRESTOR. ZURN SHGKTROL Z-1700 #300. ( 8-- ) 2" FLOOR DRAIN. ZURN Z-415 WITH SQUARE TYPE "Y" STRAINER. BATH EXHAUST FAN. 410 CFM IRA . 125" S. A. . GRAINGER DAYTON �--/ #4C531. sheet number: 1U OFFICE VENTILATING FAN. 220 CFM . 125" S. P. . GRAINGER DAYTON #4C530. M� 1 f FI XTUf2E SCHEDULE ? . �assaarxaaaarrs searrra,aaarrsrrsx::a:.eas a=sa=asrrrrr s>�aassasslsaarrrrr�:a:a3 pass assassasaasaz.asarras=rr:sssssz.asassar�zarsasassra - KEY FIXTURE TYPE INSTALLATION MANFACTURER CATALOGUE NO FINISH NL LAMP NO VOLTS NOTES • salsa:s.asssaaaas arras=asaaxxsassss aaxra:srz:asar:=raaaarsaa asrraxa:ssas rsrarasrxraaaa:saaaa:raaaaaxaaa•aasraarassasraaasasoasaasaaassa A INCANDESCENT RECESSED CEILING CAPRI R10X-RMA190 STD 1 100A19 120 NOW F FLUORESCENT SURFACE CEILING CREATIVE ILL 102-40 STD 2 F40/WW 120 NONE 1-1 FLUORESCENT SURFACE WALL CREATIVE ILL 902-40 STD 2 F40/WW 120 NONE Robert L. Arnold Associates Architects, PC. 230 B+,Oq� $I.NI Vas CdoraOo 61657 (303)476-1147 Rober 1 L ArfKW AUI Daryl V HarrO AIA- NMchael R Houx AIA • •ows�rR. t ro W w ` I { ou Ho>j I �cp�- { I E,•,�-��t• X440 AIM cTYIP Imo, ) I ` YA I OF cot -' rt�ICIC v C l l i - ;a I I 1 7.19 3 I I vc:e-- 3 10 t 4e�IG LF'1- 9dI '1EJC'M Llf=T d I I I = � J LP1-6.8 I/T-'G-3iIC. - -- i, Y q I LP-I r-I.L� L� I r1�l�r_ L l=am f I 1 rC> 6= G" .&-F f=' I - _ ---- - x � 3 I I � p �T �' .OFF - --- - -----._-- - i i I LP,- I$ V4C tl-- 1/G G-3 IQ I c�-1`iITLS1G G-map* ¢ -- LF-I-1, - I i A l F A i w I"C TO TCL. `rMr- "1 I/z' 3'�IO �• r L LPi- Ip,IZ - p�/G TO LIFT I&oc-- 0 e- L CC I/z"c.-�'k 10 — LP 1-Z-)4- TD HOLY X55 XFi"1C LP1- Imo,IS 4�— r ! �1kk1 POWER -PLAN', LIGHTING PLAN - SCALE 1 /4"W'—O' SCALE 1 /4": 1 '—Q" _ NOTES ANELBOARD SGH�DLILE LF' 1 HEAT SCHEDULE � DEV I GE SCHEL�LILH zzs sazzz----_-.s=s==sxraYs==c=s=ass- --.._- a-_- ==z.za=a=x zxz:==z=z====sas=:==czzczssszza=.aszsx=ncz=a=z.zsc.zs.a==:z==sssz.z ��a ..r■ . ..s..s..sa..:.s==ass:..za.azsaa...azsas.az.szazzn�ss...a.c:asaz.az..aa..aassa. CIRCUIT DESC. NO. P CB LOAD LOAD CB P NO. CIRCUIT DESC. KEY LENGTH WATTS VOLTS/0 DENSITY MFGLNO. NOTES . _---------------------------- __=_____ ____ __=___'--° ---__________=_====:z: O ALL FIXTURES TYRE "H" UNLESS KEY MFG NAME MFG N0. PLATE N0. NOTES HEAT .1 A 36-2 2689 1398 20-1 A 2 LIGHTS 1 ---- 0 268/1 22AMPS CADET 6BTP-2 UNIT T-STAY , „ „ saas.as.....==s=ass.....s asss.s.z a.sz=z sas.asz..a..az..za.w:as..szsaz.sa.sssz NOTED. ALL TYPE H FIXTURES MTD HEAT 3 B 30-2 2000 1200 20-1 B 4 LIGHTS "_ AFF, UNLESS NOTED. � LEVITON 5501-1 86981 NONE HEAT_ 5 C 38-2 2009 1108 20-1 C 6 CONY OUTLETS O 2'-4^ 262 298/1 188W/FT CADET i2F-262 NONE V HEAT 7 A 39-2 2090 1499 26-1 A B CONE OUTLETS LEVITON 5252-1 86683 NONE �- HEAT 9 B 30-2 2009 1680 20-2 B 19 WATER HEATER 3O 3•-0" 561 288/1 198W/FT CADET 62F-561 NONE O EXTERIOR CLOCK. SEE ARCHITECT .� A 11 C 30-2 2099 1000 24-2 C 12 WATER HEATER DRAWINGS FOR EXACT LOCATION. � l�j --A NEAT 13 A 28-2 1598 1209 20-1 A 14 CONV OUTLETS O 4r-4^ 750 288/1 188W/FT CADET 62F-759 NONE LEVITON 8599-I 80401-1 NONE HEAT 15 B 24-2 1598 408 20-1 B 16 CONY OUTLETS HAND DRYERS 17 C 30-2 1725 400 20-1 C 18 TELEPHONE 5O B'-0" 1509 208/1 I88W/FT CADET •217-1560 NONE LOCATED UNDER TICKET SALES LEVITON 6599-1 6199-V NONE L f j HAND DRYERS 19 A 30-2 1725 806 29-1 A 20 EX FANS COUNTER. STEELCITY .. 4-SQUARE 86018 WALL TELEPHONE HAND DRYERS 21 B 38-2 1725 0 9 B 22 SPACE I� 19'-9" 1875 298/1 188W/FT CADET •2F-1875 NONE - HAND DRYERS 23 C 39-2 1725 9 4 C 24 SPACE ® , SPARE 25 A 29-1 0 0 0 A 26 SPACE O7 -- - 1000 268/1 ---- CADET IZA-102 USE *ZAT-I STAY - PRECISION MULTIPLE T-15 NONE 120V PHOTOCELL 1 If ! .r ...sa.a.s...s.=.=s......a. , ( (j�l► SPARE 27 B 29-1 8 8 9 B 28 SPACE ..zz ==szas=ss=as:..sass SPARE 29 C 20- 0 B 8 G 39 SPACE O ---- 2000 298/1 ---- CADET LW-392T NONE ..c...... .a:asza=ass .:a.aaa. SPARE 31 A 20-1 8 9 4 A 32 SPACE SPARE. 33 B 20-1 9 0 9 B 34 SPACE 4068 298/1 ---- CADET 6LW-482T NONE NOTEe VERIFY DEVICE AND PLATE COLOR WITH ARCHITECT PRIOR TO INSTALLATION SPARE 35 C 26-1 0 4 0 C 36 SPACE �-- -- 9 - . 0 ! 10 ---- 1725 230/1 ---- ELECTRICAIRE MODEL R HAND DRYER PHASE A - 12023 PHASE B = 99231 PHASE C = 9950 TOTAL. LOADa 31896 --- PANELBOARD DESCRIPTION: GE TYPE NLTQ - --- T 1 j� 120 / 288 VOLT, 3 PHASE, 4 WIRE, 225 BUS WITH 225 MAIN CIRCUIT BREAKER, SURFACE MOUNTED, RAINTITE CONSTRUCTION 22064 A. I.C. , SPARE CIRCUIT BREAKERS 20AMP-1P nazss.zs...sass s.y.z sc.=zx.czs:=n...==mamas....=.zszz....=.=me.......aca... date 8. 7.87 revised= I sheet number= E� 1 A Robert Lndd Associates �A�yr� ects,. . _ - J iW ad"a Sir" A)le Miur°°W FiOWf L AffeW AAA T`r Daryl V tUrriS MA NrchW Ft HOUR AlA 4f:11 00 - _ - -tti��, !-4.r__ � - .� _- #�r i S`_t- - - :3:_ HC-iYk k "x4��+1�; �r�X ,h `#•.-yrv�a irf e� _r t:2 `: CO a 0 air 0 '> < < room"-%. TQV date: 7r— 0 IS revised= Z,t� i ."'.•�" i'z _ A - _ die '•'" -t . "L• i C] lve0000" Lj sheet number: =� (awnat (D 0 - . ROhert L. ArrjOd Associates .. . 2W ftifto SSW Aobert L ArngM A1A —� Daro M Harriet PJA Mdi*W R How AIA Cfl- - 1: E 00 '`e .#4l` -zr'-- � �- '-:��.• -tea`� a.'�.,?' �� 34-�-•{ �� �",5:;� -� _ � - WANE Y4 Y a y, Pe "y t- M.; date= o/. 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NWris AIA Michael R Noux NA - �- - -- } H EAP *T 4--- G�I`-:i l I-iF�p �t � #7-?RlNt - - -' - - - ,.__. b�i#�t - iifa--- - -- -- --------- -- - Y w �`a I PAP- - ' �i}'-a.a _- \ 47%y ILol1 — - yMsl'.v11 iL 4 F � I•E.vO _—' y —�- - 1p �s?F 2?(f 2, --- --'ef� �� i W' , r--" .__AV/$.A T4M ■)(M _ :i r.IG �-•�1rtCe �y �lir�f✓ — f O i v I 0,29t;� Jf`MP MAYEHti'Iq-� -- rt .i _ At �+IHWr4 �I A►r #�-TJ44C_o +ra S tr`rr wry ' +�5&p i II t-xTP11PIC Poor- -^Mv ea - Q - ►� 14lJf --* TI t I - { i ZAN# 4,W-µTFig&y- -HOOP 174 K — —_ — JL i • t ' Ie r 1_ W'HI;xn4 001 lv*OT G iT1✓F }-SIN r-ALL wr II-I•TrmjF- f ewr .LA'M�> Oap?L THFvwtwLP • '► I 7.E` { T}�i l t✓1°.T '' ys ,I�' I�'�• � 'U M-"#I-V t j4v. Ht:obP Pq LT POW rMilul " Hn&"r 6^TaLoop e Hi T H * H HKA-a -i#40 ML41 1 r ''rf V4 � ;3� ltilrl I I �, /,A,4 rm. r I�/�� /Af P' I I � I/� 2 14vi- Imo" � �ti?s" W 'Z u�" o rs 1 , I�1�,,t dal ' hwwdt7 VAMP'A�- � l�r?�� W W ! : '' ► l-�jIJF Af <� 3 2, �� 1' ��� •�J F-6' MOM _ revis 6# V, or 40 hAlt W49P �J F f •. i e F-7 S I-.-Ow ber: P R A SURVEYOR'S CERTIFICATE 1, Leland J. Lee er, a Land Surveyor register undes,thp ays. Qf the State of Colorado, do hereby certify that this t pogr*¢14.'k jBultvoy vas made by me and undi kr my supervision and that the ouri4 *-9ctmcAte OD and correct to the bes of my knowledge. 0) Date /y �.�•f� Leland J. c e'e Colorado P.L. . 2j'31;f6 IMICE: Accordin to Colorado law you Must c nce any legal action 4 4 cover such defect. In no event, may any action base upon any defect in / \ this survey be comment d more than ten years from th date of the certification / _ shown hereon. / 0 �-" / EXISTING MH W E S T H V E N DRIVE � l\ EDGE OF PAVEMENT -- �� '( K x 2#9l55� ~� N 52-43' —FENCE ' ��/ / ' BUS STOP /, ' 'b" 4 / / OUTLINE OF PINES o`L / 6 CHAIRLIFT EASEMENT MH ` - I INV.30L I APPROXIMATE 10 YEAR .� N 71052 94 W 31.53 FLOOD PLAIN / 0 47.0 46.7 OUTLINE OF PROPOSED /� " INV.H x TERRACE BUILDING 7 k 7 f~ 4 to 5 6 7 a 9 10 11 12 13 14 15 �/ = `. "'0 PINE to / OD O A �oA / PROPOSED ,r / CENTERLINE OF 20 / SEWER £A EMENT SANITARY SE WE REALIGNMENT of 0 LINE OF BUILDING BELOW I . / / 2-16 0 J - ' PINES B 8 Q I 1.2 2 3 4 / PRO OSED S . E PATH REALIGNMEN tip' W E --EDGE OF CREEK F W �;� / 0 2-1-2-G z , Q z o U_ 10 II 12 13 4 R / OUTLINE OF A- 34.81 MH INV 23 tOWEI I NO.2 PINES 0 (G L0 21.3 �_� CIN 4 f 2g96Z I.O,CMP / z 10- -- --- - - 10 yZ } 2-14"0 W 34.6 LA PINE OUTLINE OF — / CHAIRLIFT EASEMENT ' WESTIN HOTEL 1 1.2 2 3 1 4 5 6 $o s C7 0, C Z )<'35.8 / o- / W 35.6 W Z SCALE l i` = 20' II 0 c j DATE OF SURVEY , 8/ 11 /86 z CHAIRLIFT CENTERLINE W IMPS 2$°�8 W 05X / / 14° 0 PINE 5 J TERR CE SfTE Q W INV.21.7 / EXISTING W MH -LO' 12 / 12 - - - --- - -- 12 P Q R u v w X Y Z AA 38.11 - $ _ Olx MIN Q 60' TO AVERAGE BOT7-oM TjGRMrNAL 1^R AIRLirr __ L_ckA%17 POINT t 4* 4 KeDAF, x24" `� �' Z.O ( P� B'-O" LENGTII� 1 Ix 44S 3 [{ I PATH} ' -W ALL5 SCALE 1- zo• - - a T - 1 i - - - o ------ --- d o s SECTION t Sow 3, ° � _4.-- - -- ----- TIMBER WALL DETAIL ' A. 10 SHOULDER . Z g �`sc SHOULDER ,lxli' KF�DW80D TOI LLNG ' 14616 FIT 3'-0 \ \` \ .\ \ I b (TYY DIM 5 OF fmm) " 3' ASPHALT f �' ` j5 WA5IM 6` ROAD BASE i� SUBGRADE COMPACTED TO 96% MAX. DENSITY 7'x4" RC-M000 ?"T5 b 2 r U'-D" 4.6. .f-W OURY \ � IN g' ¢S GONG, FULL 0" C7P,PtF1 (•[Y1: 60TN 51005 DETAIL Oi= hTEI�} PLAN ey U xV"ANLNURED Tyr P05lT101` �NpF� - —•1 a%e f{AILI W, s J ! STAIR LdGILT WNERE N. t A Kec WRY GIRGUtT- �J� 4` , r ` t�aGK ,TlNtE3EK WALL'S PBt� • I_- 1 G GRA.D� PAVERS VeNN15 ANOP-M50 H A56CW } SC4AT "WALL- Ax �� , '\ INC_ L1S NDSC.P.PE PLAN rvtZr�ISM�o by ownlFfi MAY 28, l 0 PS? F : `/ /d" WA51I EE} ROCK Coe _ .. iii-, . , / //`� hi U'xU" TIE; ` , ?� ` ,' I}tvl-STONE D14lGK �AV�tzS(TIP� �-� -� fi # - y L I ' ' 6 q,1 ♦ 7 • :I I f 4r� 2.Qw ~\ i I 3 I ,� � rr � } p , •\ 1 '\ �" 1• � II � �'II e,W-0oR aotrS' 4 9 K -EMI'LAS� FUKNISAED OYDNNER 1 11'(. . �/�r�V�xdl T1Ir: 4__ REMOVE 5C•1 K]TURE I I X ' !� , _ ► BE4DW TOP DF I tL , ', � � ii I It � i4 PAWftS 7_'-6 LO446 I I V I I I I ' i [ II I / - ``- \ , - + LI•IAtIZLIt"T 4 r�u,}N ` ,f 7 I ; ` , a } TOla E K 113 \ { 9 La r 1 4 I I , , , ` 1 t , 0 to ` 2 ctts a_ R. To 10�R UGNT - T1Mbi�1CWALL , , .c'. `1 ct4Rc.'t:r 1?. CEYh•.Y may' vlrTC.IL 5I{T t ' _ I A.s �rR �,.,I SECTION �\ ;,; `, ; t3 - i B'l_ _- _—. 1 I ,-o„G DETAIL SEE SLF MI-t t=OR IV 40mA BY KS ->F-F= Mt.I FOR x x \ # \ , y IL IL Qj 42 'I \ ! • ' 1 `� 4 'SM1D; ONE UP 40 48 roL-40.5 ''STEM } GKOIJTED TD COW Ov � , `, , � II � 11i • ',� `: , 8' L1 iaA11� LI1,�1k CD3'l�i-T�LIG7104.1 ” j '� ', / '` ', ``, ' 1' t I \ • �/' I ' � ; ' t I I , , 1 ��r'.4G y.l/rY'�I.7D-7'��� 1' I ; �4►. I ' I + - LIGHT BASE DETAIL .: ltoucN R o N T P LI u T N169 NLY WESTHAVEN DRIVE N 5- ti KI T o ►NSTALLEV BY 011 F-115 �'ldl, f 1 , • ', ' (MICA tev ey owmem) W. ZBFi. �Y OrMKS 5 SLP Mt.t FOR DE=I pal L I MAINTAIN t?05tTIVE gIp 5Tt1rGCrD R5 AirTF.ItNATWE~ _ 1 j , To SRµ IIHEt% I'In15H . �- �- � f ; ' ' ' ' ' ' ' � _ - _- ` ` �' `. � •,' GKA17E TO WEEP 1-IOLI``� �/WN }} e f h lip movive 2. im. IVG 17RAIN5 D-G. L J FLUh1.4 W/we � 1fl�0" + \ r L 1 E �V. 2�4 r 1+i `+ � +\ `\ '``` \. ` , # 4'6 CA, VZw 0.1/_ 4 1aowELs a w'o.U. --x `t x 40 GOHT. KEYWI�Y ` 4 GOVT• IN FU ,v ', ' I ; •,� I 51K 'ATN 1_16"T C C-LRMT\11�Y \ rrr 1 , - r• h� r FOR DETAIL. C3+nlER 3 � y ' ` SELE[.T t=1xTUl�E• ` -�" y , •••• - 4 DETAIL , r r kc F 1C1ZfZ DFS SHEETS SHEET DRAWN DESIGNED CHECKED Engineering Consultants ,JUL , 57 ZIS-vial 2900 South College Avenue 3204 N. Academy Blvd-. Suite 220 953 So. Frontage Rd- West. Suite 202 VAIL VENTURES LIMITED TERMINAL PLAZA AREA APPROVED DATE PROJECT N0. Fort Collins, Colorado 80525 Colorado Springs. Colorado 80907 Vail. Colorado 81657 0 NO- BY DATE REVISION DESCRIPTION 3031226-4955 3031574-3504 3031476-6340 32' 32' 41/2' 14. 1'-o' II 1CP. SHOULDER 10• SHOULDER Te 2 / I d 3" ASPHALT , -- - -- - `= - VERT. 6" DUTFALL -- ` • • \� \ \� 0U_rr V-NL-t~ CURE) -3° ASP,�A�r sutz ACS / s' ROAD BASE ' -� - T (A)W �''� ���'^ �� -1 l g? CURB & GUTTER \ \` �, BRICK PAVERS S" ACiGR GATE BASE SU13GRADE COMPACTED TO uo seat-1 �\ ' \ 95% MAX_ DENSITY A%e WA \ In' VERT. gTZICK PAVERS • T'f M P ��F` �, `,` , `', `, ouTt=,p,�l_ culz� - G -tovL ALA DETAIL 6" VF-R--T. CATC. A CURE> f M I9 s 7-74,I?K 4ij SECTION DETAIL ( D •• l-k•M i 1 a S� r � �� r9%z - � C) \ J nn ` r b►/lC► 8 1 1'/i'TO & X"LA-4 6-W 1 Y, . `\ NO 6&ALF. V KA4AA4A.,�� Ar.F A ),Ac-(L- r,tS CURB & GUTTER ,��' \ g 3 DETAIL ` SCALE: 1' - 20' -�„ -r� Ily _ -.�, - Sr�,►,11TP.RK SEWER ` ' ^ `` }k ,15 �, �i - --_ may •\ 8 C 5 \ T `• \ ` TYP POS17tOt� STA,TZ �� F 1 , � '-1014T Wt4EIZE Nff6GFSS Y` - __ *.� N. ti ►� �__ SEAfi, WA, \ O TW - 445.5 •,'` \ 13, PG.#N I f 5 3 S 67 ' ',' ,/ -Z-- \ �.4 e � PEE �.1~I�N ENT i ocINy�{��'D lTL + 64 I ' M SGAT WAL_l_ 4-1:0 l 68 ,' ' I,' ''.' %/ t F - - - -- -----� ,ENS SE • W UL_ IN O 1 5' W 1 ix r At I ASPNAL� V+1Al_K �' r �/I PM ERMNAL - J� C,NAIRLIF'T 4.70/ a0.4e, E/P 1 >� 211 �C_aa r SO 'VL- , "74. 1 r ; r ' } UANL- � I \ F-LE_C. COtNPU lT L-0/6} r , I ' 'I I y ' ' ' { x , F ASEt✓1ENT Q DT I-' ER5 I ,`♦TO /A-) Q { ° I`LMT. `,\ �� ' y \`, Q' '� `\ ' \ , SLEEVE FOR 1 I T/P ` \ FUTL1RZfr WATER or By \ p \ ,. :.. - -.� - .P. �� $ - - _\ �.� t+4 / M Sew- 4(o v , ILJW _ ,4 - —4(v ` + 44--- - � Il�z"} ` +�I FR WALL PROPOSED FRoI LTACaE Z' irLOLATF T• — - ... 4z- ', ' '_ -- --- ±— - � `• , 40 c y r� F lid I V.P. I. ti Q f� � yy ly , ' ` 5y ' � , �--- IS-CF- _�L P Iii{I I rOJZ DE T P.1 i_ --- 1�,..` �.A0�5CAft 10 y yt , y y i t�11�iTU1ZM�jEWE(Z �Y bT►E�iZS ` .> i , 0 ` `• SEE SL 1./11 I rC� TAIL_ - Et=80.00 �N ,? i N _: \° ;' � �; � --- -- -- -----� • , , I C ` ' 1 , W \ ----- - _ Lo Q PROP. B ! �� V.P_ 1. ,' NEW WATERZ �E_RvICE PAY oTt �s WEST HAY N DRIVE l r �� ��o 4J'� r �\ OT[JE1Z5 -.SEE SLP M I I I V 11 1 PFZOPO`�1 C) 1/ FOR DETA f 1 A - O L I I + Z 1'3.10 .-�.�"� - _ ] HT 1 ' 1 E L.E V = 504 7e J \�t ,.." 1F7XTU rLW ER � 7a.-7 ? EJP I 7-.50 ' , ' ; ' f SANITARY `aEW6R '' YnISDEIR.4iPlalAt r r WALK PRO P 1bY 0 \ 11 , +, r, i i 31KF_ PAT" L16WT OR-CcJIT i ao ' ,' 1 13Y C'TWETZS. SEE SL-P El 11 O I - 4p - _ ,' cis 1 1' ' ', i I >=Otz PETN I U. FI KTUIZE T6. J I .� ' ( 4 1 f? SELECTED �Y OWNER ` I _ - `n 444 op Ln ltf I I do tX 9 Go 10 , lo l 7 + , ! I a� �l 3 v 00 , I • r 1 ' { 60' TO AVER i� AGE I F301 i oM �_wNAL :4A(RL'f I } Jl ` ' , 1 co L.OA P PC>I NT i 1 ,' ' p� B I KF_ r rM BER : i F_" �`�` �s g SECTION .__..—_ IX SHEETS SHEET DRAWN DESIGNED CHECKED INC Engineering Consultants CASCADE VILLAGE ENTRANCE ZLb-OOI 2900 South College Avenue 3204 N. Academy Blvd., Suite 220 953 So. Frontage Rd. West, Suite 202 VAIL VENTURE LIMITED 2 n APPROVED DATE PROJECT N0. Fort Collins, Colorado 80525 Colorado Springs. Colorado 80907 Vail, Colorado 81657 L 0 NO BY DATE REVISION DESCRIPTION 303/226-4955 3031574-3504 303/476-6340 x1.0" x 0'--0" T1 P_5 I C FiKE T0Gf-.Xlf EK W1 4 SFE5AK x 24" (3 Pe-K 6'-0" LeN4TN) I2" --I 4" 5AND5TONC GAP, •' T — _ ;+: IT v t L. 46A07-- GtKOUTF-D TO GONG. STEM a KOLK(IYP) — - _ ;i - ._ (0' xto"x4-0� " DEAVmAN- +� I B'-0` 0.G K = 1KOUGH FINISH ONLY ►=- - -- 6' Eve" 3K9 VERT TIE FORM LIt-lER F1N150 U`; t2'-D _ 11r (yPELIFtr-P BY OWNC-R - - -- - n 3 q 7 _� len xu�. x S-�-Vu WIAINTAIN PO5tT1VE i gIP STUCCO AS At.TEKNATiVE I ' 130.. - --- - -� hYYIKE TO DEAPMAN l GKNM TO WEEP LADLE 5 To MRtA LINER FtNIEaH I� r GAST tN PLALE Ct)tNC STEM ♦J 1_''1�? '� t'ILEL. 4U.003 el.. 4u.0 PLAN MIN. Orate TIE bF-L.OW GRAVE (I)EADMAN NOT KF-GQ) $' "xu" ANCI 0Ke12 TIMBER WALL DETAIL rfltovtve 2" VIA PV[. vfwN�, EPGE RAILI N4 FLUSH W/ FACE @ t0'-0° O-G. t� l h I V" 0.C, r/ - -- a 4 {7DWE�5 & IU° 0.[. i lllr ! 3/d" WA-)keO 1QY_K 2 x 4' G O NT. KEY WA`l _..._ rj�`/j � U' xU" Tie tt 4 CONY. M FTG. 14'5 x-L, o., ° 3 L41N EA. ID"x10" xf5' TIE EL. 41-Ul - 4 SECTION DETAIL r—, i �/ . r I �� � DETAIL 4 L� W T S �M►� SHEETS SHEET DRAWN DESIGNED CHECKED %DNc Engineering Consultants 2900 South College Avenue 3204 N. Academy Blvd., Suite 220 953 So. Frontage Rd. West, Suite 202 VAIL VENTURE LIMITED CASCADE VILLAGE ENTRANCE 2 2 APPROVED DATE PROJECT N0. Fort Collins. Colorado 80525 Colorado Springs, Colorado 80907 Vail, Colorado 81657 0 NO BY DATE REVISION DESCRIPTION 3031226-4955 3031574-3504 3031476-6360