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HomeMy WebLinkAboutLIONSHEAD MALL.pdf low � � I _��`�' pp . �( . . }V • Y..9< • - - - v "f4. �_ - 'J1• s . •i)�ry < p4 _ MATCH LINE SEE S HEET 3 IF _ . 2.S' ASPEN . 36¢•, SVRUGE 367 121 120 CcR� 31AI N 0 3s9, 37o 6 , n7 PLANTER 2 A6PfN u 0 • " APPLE \ 16 f 0 76 , 363 ,384 1 1300131 • m • 3 APPLE x4 GRATE �� 4 " ASPS PLAN R 221 CU"4f s 71+ //z5 --�_ I �V - - --- _ JMI 0^J v ABO V E 3 8., `\ A SPFIAL I 0 1 3 /•� o \�xx , lY3 AQJUST TO 0 220 \ • APPLE � OL.J�.(� 219 its 372 , 373 W 376, 377 12 /�{7� 5 5 . B .So' / / 40 ' 20. 7 4. 9 Ju LAND DESKYN 397 I �!NV�j`T �-M JT ��JP ��l� l \���N AS till' 374 , 37! I GUNGRCfr ' 0 LIGHT POLE }fAINTONIAN - o GLENWooD SPRINGS,C;c) 4 124 HOLE- o 422 ,4x3 400 598\gg • 135 132 , 133 50 Ott %_ _ _ 13, ROBERT ARNOLD 416 ,417 04 ° 27 '00 '• W - 612 ASPEN _ - _ \ - - -- `\ !3R/< K NAILSCO .. . 3 CRAB APPLE 412 ,413 4 N TER 7 VAI L 21 ENGINEERING 411 � FLOODLIGHT 403 401,402 4 • 0e 101 OFLOODL IGHT FLOODLIGHT 425 , 430 \ 137 � e 409, 440 406, 407 . 426 PAVIrtI'NkRSIiIP Ltd 404 ,405 5'X4 PEN BC)I.,TL[x:R . CX) N 6 - - — — • 7� - 1 - Z 11C ` I " 1 • SPRUCE G �gNNSfiX' Jr 2 " CRAB APPLE `ANC /f 7-C: h UP B" A P_ EN _ SCHMUESER 14 415 - _ 1 „ fI SPNNL7 CO 1.0 LIGHT POL E P - • 1 a and ASSOC iATES O L TO N GLF:NW(X)D SPRINGS.CO rn , LIMITS OF CONSTRUCTION r� "A N 6 ANN ' 109 104 136 � L IONSHEAD CENTRE BUILDING OFF 99 2 M .PA /4 FEJVC.E $, W /19 I L .—� •., M 1 - 28 . 1 030 - • SPRUCE F. N 93 04`27UU 11 JJw _-� 90 ,91 0 ' an d 9 LO p ,4 • LIGHTPOIf aD I� �,�/ . i •� 1 I ( 6 \ Fn-1 •� 9 n � p I 31" I o + CID QA /C FE.vCC . ed , 0 . 00 N 04 . 06 17 ' W 185. 56: 97 -CIQ - - - n N 65 \� r '�� N 100 25 2U W 4L 96 47S" RULE 914 A PEN �\ Czr.&- $/4N — _ e3 s • fi4 N - - V5( (•uN 5 N To Ct7 4, H 9 5e • 4 S R U C E —� sa j so 4121 G- __.I 60 A ! EN 145 5P11 UCE _Lj/ nl (s Follow (�M >-`PJS.+ -+ I . 5 4HuT OFF� � Tp 44 IA 17 I 0 R 5110 9 I 39110 141 . . -14 FI e7 0 GENERAL NOTES 796 " ASPEN 1 /, j 1 � 1 . All excavation shall be to a minimum depth of l ' -'0 " below LAS 163 3734 existing grade . I . ■ ; 3'ps'. ASPEN ✓U r � y:� ^ IT l 2 . All elements not noted shall be removed and disposed of . ■ '' J 1 77. 6 PEN •7'- al V 3 , Refer to storm drain plans for those element9 to be removed , ' ~ 6� _ f remain , or relocated . CD 4 . All elements , specified or unforeseen ( footings , debris ) , to 743 , A be removed which require excavation exceeding l ' - O " below ■ W O existing grade shall be backfilled per spec and compacted to ■ w ` • .• + I l ' - 0 " below proposed grade . O 5 . All trees shown for removal. shall be salvaged by the Contractor • j 1'' - • �. using methods described in spec or as approved by the Project o1IVII r of As Mo�Inager and relocated within the jobsite or to other sites ' is within the Town of Vail , Relocation sites will be accessible ■ I RI by truck mounted tree spade . ■ n • . • , , , r . 6 . All existing trees to remain shall be protected from damage z both above and below grade . Submit methods of protection to + at ■ 70 the Project Manager for approval before beginning demolition ■ Bs activities , Roots exposed by demolAyq * pn or excavation activities shall be immediately shown tto the Project Manager ■ before proceeding with the demolition or excavation . Exposed ■ ��r roots will be protected by sawdust or other appor mulch •` ��J �/n O and temporary shoring where necessary . During consft(ttion , Contractor shall maintain adequate moisture levels in the root • r `tee �� \ �, - / r�� v zone of all existing rees to remain . ` `� /,� . �_ g �. 160, 109 `"�`L' S � limit 0. OuOHT \ FBIB is it . ■ � R 5 15 , UJ 151 ■ ■ � . ■I Uj W ,.ATE 5R - c 7 MISC ?EV01-50 3 '5Wf - { NO DATE REVISION By VAIL LIONSHEAD I � • tii .z : >, I . " N RJ '.\ ISK )Nti N EXISTING CONDITIONS / j ABOVE SURFACE LEVEL 4 4 YORK & ASSOCIATES INC . CONSULTING ENGINEERS CIVIL CTURAL 6840 SOUTH YOSEMITE COURT MECHANICAL ENGLEWOOD, CO 80112 ELECTRICAL 7 5 ( 303) 7 79 - 6867 DESIGN BY SCALE )" a )O , - O „ DRAWN By HOR12. H . S . F VERT N/A DATE Fob 25 LIONSHEAD SITE PLAN CHECKED SY 2053 NO SCALE as NO SHEET APPROVED BY , . i '} F A_3 MATCH LINE SEE SHEET MATCH LINE SEE SHEET 4 G "H N 7 • • 77 PEN > 520 • S I9 I O 301531 328 OSTREET LIGHT 757 _ I 501 I LTH"11T 737 • ELEC PEDESTAL 436 ,439 POPCORN I . 6 ,� AT �r- � � �,I�E'� Q 1 5T4NL / 1 4 A • 4 F�, _ ill" . v T• Spy r � Control � ; � s ' 6 ' 4SPEN 3. 2 . LAND DESIGN • '73 ( 7, 6. 6 SPRUCE — • — S 502. 503 l ( 2) s164U 1 P --�-- . . �- . . r PARTNERSHIP N 04 2 7 �_,( W 4 S LL 524 22 , 523 es+re '09 N 6 ° LIFTHOUSE LODGE '� GI .FNVNCX)D SPRINGS,CO 690,{11 3 + 00 / • 3 " SPRUCE •2'', 3 D4 ' 4SPEy ^ � 1 4 8x SPR CE V STREET LIGHT 2 J'J.CJ � T4 46 - ROBERT ARNOLD 7 732 , 733 746, 747 440,441p 5" RUIC and ASSOCIATES \ . s27 , s2e ��� 1504 �6 " Inle � . � I/- - 6C SIGN _ � (� (, ` ' ICI( PLANTL I � � 525 . 526 � „ 774 • 7" � Y�AIL . CO 679 i STREET LIGHT O (� �� • (3) 8"A PEN J8 p4 , 676 444 1152 , 413 Q 40 115 � 9 5 ' owr�0 OODLIGH7 ❑ 5 4 461 4 ' 2g 48314 4 ENGINEERING • 5 ' ASPEN I 731 � 'l 74 MI g OSTREET LIGHT 72t .- T l ---- { Lpy �(�z �b 7 •(21 65 ''11 ASP141gzT ; `50 779 ,TBO 236 t- PARTNF,RSHIP Ltd /oG9 I J EN ". .� I " ASPEN 02 BOI-TLDER . CO �G�L1p '1s.1`�) 1 � . � 47 ,> 0 Pk ( � ISTAI n 237 wooer C.ONGRr TF- ✓1--+- S �, 3,z t 726 727 O 4 s 467, 468 ^� 775 r / ' L3 . ,- � � I�`{'� All,• .,�-u • 6" 1 -- -- • 0 E (°45.446 - 466 'm 776 239 246 4 4`Z3 I C`cr `n i , WHIN n1 nGU�� 6q 06 753,754 O ';TREE I L wH I c 718 • 2 SPRUCE S( HMl ? R o. ' JDINS l.>/ , vT 476 , 4Ito $07 234 ' am! ASSOCIATES aI ' 4• , 760 - - * 4 S UCE 4 s LICE •1 5 47i • � ' sP E � � 2 GLE.NWOOD SPRINGS.CO .�.9"rut r � G / h _ !, T 1 , T JS - -- - - 471446 - /11591460 --4- _ - _ - — . m Cdvc,Q,ErF_ "4 . _. N04 ° 27' 00 " W 5500' �— 462• 23 --�— - - -- n GCYVGRf_ 7E 2 , 247 MIA 2711s279 462 /S6 P A T 1 U 4 8 U --751 . 752 - --_ - —._-- � - 457 479 ffi— eJ 4150 _ VA I L �— ------ — - �— 4S -_ —� — -- - — r - - —� n Z 27 74 291 �nE o 2 ♦ (2 ) 5 " ASPEN 2S0GGYYCRETE w� P.4'7T',eaJV V _ M A N 290 482 230 , 231 1 \ QQ• 277 �B � So' 60 � C ' ao ' Pro r ' to r'e °� !.� ' 2 °� ATV TEII141NAL \ c !70,271 C. 06LA 275, 276 2 ' o.a 25J �' W 4n 11 2 + 50 TLla POLE 1 +09.17 Z ' 0 W 290 , 281 282 153 •6 A N 294 268 ,289 0 11 11 m ss"A N • v m M �) o U a MCI \O x,.65 26 !, 264 2 , e7 - 227 28 g 267, 29e . 56 03 um U e 7B ' .5 SPRucc "`90 _ f '1I1 S 0 Z u p STEPS t` 2515 U) 0 M - O 21 m UD ~ J 295 , 296 t') f' 306,!09 . 302 303 217 265 \ 2f) ? J o z 30� - uGH7POLE 3p1 W LAZIER LIONSHEAD ARCADE ' 264 �"� C. V299 W 40 263 30 . 2 b 310 , 311 W 3cx > } .�L. LL 1,1[86 S11" SPRUCE O M 7 W �1 (n U ! . 9' /* i5 J b + f7 3 S —_—. _v 4 — _ -- — 704 207 9 4 SPRUCE 1 . Z n • V loon IS I (0331 3l3 .. Q 167 I� I% FH CON TF_ t 312 .31 � • 3 SPRUCE m i - - - - t �_ ' D Z Z Q 41 I � 4 °ORarAi J LL Q J Art 3� '� 5"49PEN -- If6,n• 1 I I . 205 , L06 L15 .°HACT _ / ^ L�.l O .JT j 314 ,316 OFLOOOLIGHT m 325 6'SPRUCE 3�4 9J- — ` TAI �N� - _ —0 259 am z _�7/T�V � 6�{1r �0 / -\94 317,316 328 ° - \ � ""' ItiI� � I +' _ _ �., f- CURB ' 3zf•n 1536 -..21Y, tkt . _ _ \ 322 ,323 � 7 AS FN 2 }A" 327,32 U4a7- Ji 540 .. 046 ASPEN d 70 f-EM#4IM � O W 1 0 - 4M N t` 7 S[)J7 .SAO Zoo . Jul (`r 2 ,00 'x — °.I.I. OLTLIN EV "" tls ' — � '� 1"'� n 342 , 343 336.3! TT?�-�� � j TO TOT hI t � � �� O Z 1w Oil (ZEMAIhI !w Z 336 , • TO ��� L r ' l ' • ___ ,^� 341 �Sit PS T .D ti :, pIb m D w / I. A $ " f� 4L I to ' /3Yl I,•f p+V y •. ,. 0� V A I L 21 Z _ @ ?� v AYJJU�T Ta ° Q N 354 ,353 S 4PRUCE 349 , SSC All 3%, 147! h � [ � fn , f04 r4.-T 111 .. ,' ! � Z `( � ^5 22 I'Tl r1/ ./C.Y 4 AM • O _ Z;9SVRUCdi �� v , / i O O /� 13 O Z W Q 2S; 9fifPfJ'J • I1 � 1 / ! 0 60 170 ff.J 1O 169 ' m _ r` •4 A PEN 7^y� 7J ' I c�QanJ O" d' 7 h 3 S'�9PEN 13 A N C-prrliErE ou7 F ■s <z�vc m . ( • 039 _ 8 o�L p0. C mugs >61 \.� 388 _ 04. 0 1 1 71' 75 . 671 _ �- - It - ' p" Cseore 4042' 'xc� a` •L19 TPOLE ti 356 OFLOODLIGHT 62 , / nM „� 3 -J � IIN11 � - - - -- � HR11 ) �. 263 1 AD.1lJ5( .T 'Y LIGHTPOLE 160, 161 '\ 416 49P 177, 176 , 17! jN1 315, 5 a Arc 391 162 ,183 174, 1 75, 176 o O 6f6f61 Q Sss,36o SSEe Ca �\364 , 3815 �i� r "SPRUCE \i G� 7E rxf 2 367,366 '\ 36 5U4 ° J7 UO E 7 ! UO �cE SRI C* 3U 114 , 115 116 , 119 1 D mmi MATCH LINE SEE SHEET 2 W W DATE : J� NO DATE REVISION sr CHF,CK ED : _ N VAIL LIONSHEAD REVISMS : EXISTING CONDITIONS - ABOVE SURFACE LEVEL -- 6 t 6 YORK & ASSOCIATES INC . n , 1 CONSULTING ENGINEERS ;UCTkNtAL J �L� 6840 SOUTH VOSEMITF COURT MECHANICAL 7 5 ENGLEWOOD. CO 80112 ELECTRICAL MONO 13031 77q - 6867 n/ DESIGN RY _ SCALE y I u D 1 ■ f. HORII I • I _ LIONSHEAD SITE PLAN DRAWN BY H ,S F VERT DATE F•b 5 O NO SCALE CHECKED BY _ 2053 JC19 NO SHEET APPROVED 9Y U ! J _ MATg H 837 GrRATt ` 1 t � • 1 \ 1 •� � • 955 O M E�-TP�N Qas 4J UU 'f TD GR9 6T VAIL DIRECTORY \ \ \\\ \• ■ .�3 ' I ASP �IJII� vIs;w WP'L I� rpr 3) 10 "AI7PEN \ 1 9763 W ld fET L3 3t L3. 5, 943 \ ALI. TG 1 I ,', 0 r 1 .: 1 1 ) 1 )1�4sK N � � 1 ?11Z" l \ I :1ZSI II1' • 646 ;'�R Y 0 $as on 606��2 2" N 666: / � ` W-04027' 0\� \ ■ ( ; 1 , 1 ; N400 I ) S} kl \GS ( U Y 0 A9° M 0 • w 71 . 0' RO EKIl , k "'i K 663 979 s, aryl As' .IA1 I;S 64 �� 2 AnN 910 K 6 +00 •N VAIL . CU * : •� - . _ „ �, ■ o. a WESTWIND ENGIN ' LkIN( ; 647, 648 a ■ i AT VAIL I?-1k" I \ h;}tSHIF' Ltd fI 636, 639 <. ' sL�o atr b b ' 946 ' i I 66t • I I 9!I E3( x "LIx:>z . ( X) pSTR£ET LOW 7"m IF LIMITS OF CONS RUCT ON I andAS•,SOCIATES ( ;1jFN\V( X )U SP}tINk' S.CO 112 46.7 r f . „68,•4 � , la . 617 L CTER 03 as AM�EER'�` .. lf '- Z . a , 63e t � �' . : era• VA I I LIFTHOUSE LODGE �I pp 619 CID 6 991 ' . 1 �>�►, lips 26 5. eems. EL 129 W it $ 6TREE L16NTA W S 16 O cn w Cr O + s s � >=1 cr W az W m PL r — , '-r Z U Z $73 ^ O GI W LL W 4• Z 674 5T!♦ , illy a z z mama 876 , 577 s\- S �o. >se2 ` 0 Uses --- T ucT 5+00 al LL. 092 ., "►T � hHfZT 0 • 4 91I f� t er g CO) W Z �PL Z O W 6 O 0 394 .. n r les Q pp v+ 1 396 d A66661 \4 041 AD 2000 � III O (n L . J 3� 6N f ^ x b �K *13, 4B2 ; ; - 607 O W W o U ( "H "J \ \ 96 495 MI7 49 I- � I , � - -- - - - - - - - - - 3T L �' eoe SOO y" N :96 ♦✓MEF fD iaoe M/3c. PEV/SidvS •' '.U• 1lo DATE REw91oN 6r 1) � l <I'. NOV_ 3 ,_1 �$3 MATCH LINE SEE SHEET 3 N VAIL LIONSHEAD RFVI UNS! * EXISTING CONDITIONS ABOVE SURFACE LEVEL YORK & ASSOCIATES INC . CONSULTING ENGINEERS CIVIL If�I STRUCTURAL I I ) 2 8840 SOUTH YOSEMITE COURT MECHANICAL FNOLEWOOR CO 80112 ELECTRICAL, S 130 :1 ) 7 79 - 6R87 -- nf4Ie . — - 6C ALE , " D 1 . 3 HORIt -- pmAw1V A . H . $.F• VERT. OAT [ NAR014 "3 LIONSHEAD SITE PLAN - „ I - li ► o PT NO SCALE - Inil +IO 2053 • ufr , � _ r _ . e , rn _• , er n I - - „n,. A a - MATCH LINE SEE SHEET 7 649 Z 6N1— O V 950 F- 640 LAND DESIUN LL' o 1 '. � li" 1 '11 :151111' 0 7042I,iIIk,,I, 941 GLEINW )CID SPRINGS.(( ) GONDOLA TERMINAL 3 3 ROBFKIl ARNOLD 643 644 645 �l And ASSO .'LAl"ES ti J n VII , . ( ,( � 1 ENGINEERING s i',a fib►/+��• ,et "Fir I,?^K" I 'tiL'RSHIP I .Ed s • I " ovt 2 " 60M ELDER [ IT /I I .I )I',R . (C ) 5)X f'Lgr - 641 " 66" SC 11 \ 11 I'.SI',R C ASPENS andASS( X : L I 0 GLI : \W001 ) SPR I \Gs.( :O 4 -- - (, mik1lh u1� Ir � �� u , . 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TCN Oft?lw_ C Wr 641 �v � - e�7 ' M A9P[M V� L l o ' 2 10 PLt TICKET in IdP CLOCK BOOTH APaE 641 , $44 'L p' T tasaae+ Z Im •583 94$, 650 M,aae < cl W z70S• . 7i6 O r � In ?-{ � /� I `` V Cat \ NT 1 '_" L ACA w - pF CO `- in >� -OOTUNI-..V • 544 O O � 0 _ � ad � �-F�S Tn • 545 � Q a N )MAIN ?AD bl 7 e I googol r4 ,ns . �-W/'y-I- T40 mi la° MAIN n `- — ASPHALT c V 706 ► O niASwN - vo1T allArE � `�Y • 548 ZO nt , ns Oti° � 1FO+ - W W p N _; Q �, 7oe, 709 '1' In 4 ' ( "J ") ?'� °" • a _ 841109' 1547 U � " " S 04 ° 06` 17 E 4TP1 97 ' N4 ele o �* . no AUJl. bT f9 L 1•I Teo, 7u u L--.�LIl--- QG✓LI� 7 OerR[[ T LI6NT • 532 p06T ./ EMt O /iGIaHAL7- 772 OUT T � / Miac R�visiav5 swt �E 7t 74311 44 436 , 437 • ��� W I)11 1'; � --NOV NO DATE REVISION eY ( Hf4:( : hEU : . _ NO4021"00" IN 11630 MATCH LINE SEE SHEET 3 N VAIL LIONSHEAD RFIVI.SIO\ S : EXISTING CONDITIONS " ABOVE SURFACE LEVEL rn 93 664 698 a 87 _ ■ LIGNTPOST sPEN . 692 YORK & ASSOCIATES INC . ._! m • 6e CONSULTING ENGINEERS CIVIL S rll uGT ulRAl 2 6840 SOUTH YOSEMITE COURT MECHANICAL AL WOOD, CO 80112 ELECTRICAL low 7 11031 7 79 - 6867 ALE D14 Dl SIGN BY stlz I "' b '- 0 ■ (IRA7 BY VERT DATE UONSHEAD SITE PLAN r " FrKEO By NO SCALE loa NO 2Q!'S3 SHEET APPROVED 6r tat -i. a d LL .:f!_ '...14 "+�{ � iJA, i _u.Y . .. i __• '- 2HuY'M.�' F — - ' r e 11 • R : MATCH LINE SEE SHEET 8 sfoo 1149 113.6,1 07 Ll4� �4 1149,1146 1127 1131, 1132 �N LAND DESIGN PAR'INF.RSHIP nes, n30 Ilea ° GLENMOD SPRINGS,CO it 1126 KOBEKT AKNOLD Gx , C(� NcR ET6 1124 •n , 1073 , A•:AIL , CO f+3 RNALT ti d ENGINH;t�,K IN(; 1122 I',-`o I I P Ltd 99 shwa4z B( x .1I .dFR . 00 120 SCHMI " ESIR ne1 , n20 and. \SSO : LA I 'F,S GLI-,N\\'OOD SPR I IN, IIM � � L14NT P- �uJE� M cn 1v MWH >✓ W 111. �{I.() 'e \Y IIM , 1 W n 1115_ g 1 � 81 1 ; Z 11 VA IL 067, *64 o N � L7r;yT � � . � � ciegr m W W(4 1110 O IMIJV!✓ 01 *4 "llotiiI W AI n 5 ` O Zi 1074 $ LANDMARK i 1070, 7e ►--� z a J *69, 1070 p6a ASMMkT e a O Z 111 ( u4f+ T � U U c I kiloo SQ e 1000, 1091 111111111 `11"'t OF CO RUCTION *.o lo4 , ro49 993 M Q } 2 J111111 ■ ■ ■� !� ` ' *7 *46 . 1047 , 10.2 .9 . 0 I 009 09TIf�E ' , i,--;H • Z V \ r. 1 9E,e 934 r li�1 / — O JUST a �, J LL I 76b1pfj OvCArisIM4 34 1 I Q 1 3 W 1046 (� �i R AvQL 3♦ I \ 1� • CE 4- T�OB\ 1 T �. L .` 1 � /�I 004 r Z jjc Nor 6''36.00 20 00' 1 p " E "I 1010 - - - - - UTILITY �� � ( . X003 Up 1044 / I�6 r'IET - • I 0 �l TO {�fl (All 920 ' — AJ_ AJTU!-1� 160>►�` \ 9� TEL 1002 iJvET 13. 8 .1061 lel�e.loq 1j sal • 9aa j �� IQRO �• 69 990 " 102 I I ( • �.� . 619 Gel / C� Rr 10;7 1036,*a6 LIGHT .!. t T 4E 931 a ., T 0956 �- 1001 __i • AWL M1 47L /3 1031 , 1032 *ba , lo34 1 K>94 I Q 3 • " ' • a 4" � ■ ■ _ ■ ■ ■ ■ ♦� LIMITS OF CONSTRUCTION - —— Q 10 11 , 1012 6," — Q I . 617 go 96 in vp ED U aa 664 6 _ _ M G" ) 0 O p— O 906 904. '� \ 693 8 2 . T 9w �� o v 9o7,to0 9os. , p 6r . Q AI�ULKOT -v 8 6 • N 1.a'c Rr 7gry�jpd�t% /,�;.�. 0 5 0 " 691 • \ 666 0 U Ma6 \ ,,(�• `ff PIE ' +LIGHT 6k�„V" ((•• \ G 9 I 996 905 6+ S0 •696 •m 06• •EN W - — LIMN Or ST[�I�GTIaI-I ' M/� Z U as 66'43 � 0 970 09 ASPHALT o 661 GiHT � 942 W - uj MATCH LINE SEE SHEET 4 DAI 'E : H•ov 3 IG $ -s N0 OATT RIF VISON By CI Il•;CK ED VAIL LIONSHEAD RL ISK )NS : N EXISTING CONDITIONS ABOVE SURFACE LEVEL YORK & ASSOCIATES INC. CIVIL IIfn�1I CONSULTING ENGINEERS STRUCTURAL 1 14440 f4M T1r vUSE MITE COURT Mir HANICAL INM f WOOD GO 90112 ELECTRICAL S 11111 ! � 7q - 611116 7 - D1 . 5 SCAT ( , M. ICI ^^ y- ,101117 L• IQ_ -Y ..- -�- -NAAN RV I7W4-- - VlR1 — DATE , , LIONSHEAD SITE PLAN NO SCALE ra11 No nrI'Nrv1U P Acmklia y y 'Yt. om 4 x, yr - — - - - — . x ; V. r MATCH LINE SEE SHEET 8 a 4 O IIIIIIIII NIS N 1 O�x�° Q U f 1277 See Sheet 8 -III ■ 254 . a9 ° Z o • LAND DESIGN 6° 59x32 E ' 4 7+ PARTNERSHIP 1N$ GLENWOOD SPRINGS,CO _H ROBERT ARNOLD 2 and ASSOCIATES o , \AIL . CO ENGINEERING ., PARTNERSHIP Ltd " BOULDER , CO 279 12Te SCHMUESER 1290 aA and ASSOCIATES SUNBIRD LODGE ;; o GLENWOOD SPRINGS,CO 1201 o U 1292 to b 1290 1299 Q h 1291 h t0 W S UNBIRD LODGE 7 ' S0 v I W GARAGE _ VAIL N A W W ►� O U129a 1264 1296 267 13e. 12" W Fell Fen/vrEe 1 � 8 � ASPNAG7 TELEPHONE D Y1 W CID PED292 CQNCn?� TE . ._ n z FJ� - - os •. Z r 1297 1299 " C 12N I r " ?404 ° 2YOL ' w — i - O ,a. IWY► U ■ 1025 ,_- Q �, - --- I - 1024 ►, �0 f i/ L' /� K. cc t Ed✓ AGPNALT ` � C Q I7. 1294 1506 .1020 \ rS Vs - �r ♦ Z /f + IOt7 L ■ L. Ion � J LL • A'LLOUTL' iHI;v w 4 . 1299 I301 • to19 \ MINH a I � ^ a z 1a9 . a .o 1016 cO� F� SERVICE COURTYARD / � \ ID2e �A :° \ 101, \ J 1300 ,A 1029, 1050 r , \ Ili 9"A •� r 641 e`9i�ux GONDOLA TERMINAL ZZ Q IJ N J Q n O 910 on Oon 0 � U H J D � I Z w 992 e�3 � 5 00 O C 94640646 W 0I■ 2 x rI W W MATCH LINE SEE SHEET 5 NO DATE RE VISION �, DATE : N—�u 37 _- CHECKED —_ - - _ - N VAIL LIONSHEAD REVISIONS : * EXISTING CONDITIONS — —_ ABOVE SURFACE LEVEL e l --- - YORK & ASSOCIATES INC . ' CONSULTING ENGINEERS CIVIL 7 3 z STRUCTURAL 8610 SOUTH YOSEMITE COURT MECHANICAL ENGL E WOOD CO 90112 ELECTRICAL S ( 303 ) 779 - 6667 DESIGN eT SCALE ' I � . IOr _ o D 1 6 HORI2 LIONSHEAD SITE PLAN DRAWN By M.S.F. VERT DATE NO SCALE CHECKED By JOa NO 2053 SHEET�� APPROVED 9 '- _ _ It r f CONCERT HALL LAND DESIGN PLAZA BUILDING PARTNERSHIP GLENWOOD SPRINGS,CO ROBERT ARNOLD and ASSOCIATES VAIL , CO ENGINEERING a� PARTNERSHIP Ltd 3 3' S d BOULDER , CO 1315 1 • 1350 ' 136&, 1359 SCHMUESER 1347 and ASSOCIATES AS N GLENWOOD SPRINGS,CO •13 1 1349 ■ — ■ ■ • '� 1 •13 1356 1357 133. T VA I 1310 . -- - - -- ■ d I 1339 >< 1342 ■ � U — AU. aU1"Ur� 13eo MONTANEROS CONCRETE ��p 1331 A I ■ 1362 N ■ C 1333 •t 231 N O ItJ4.1231 o q . LIMITS OF CONSTRUCTION / 1273 •13 7 1 U o.s ��. 'a ' � 1 � 136 I 1225, 1226 NU• ` 2700 W 1606—i �� -- 174 - _---- - - - - 305 } L Ydy 1t�o �uA„ ) ■ �� $ 09031 , 32 E 113403• 273 . Isso �x • < i 1� Y Q C UyM�(II rGaM� If' TTwN 1214 WALL g=Ot ETE 11 " • O PLANTER r —, Z " v ("P42 �H . �EI.MAlN- B 10 1&N, 1&N W L ,Teq � EtT L3 7 96 .3 ,1 E _ 54 law, 1t31 , ItSe I low 1 1 INt _ See Sheet As t �� T 4Ua5 J LL && Itw,INl In _ ' AIN ATE t W ���y 10 &TR[tT LIGHT Al'• L� 1t6R , 1teS N �/� 1 3? 8 0 ° 2T'00' W 21t_P1' IM2 ]] !Ie �) �I Itlt,lt lS 1[31,1!371 'J ] N 01427 U W l' '11159 a Z ■ ■ y LIMITS OF CONSTRUCTION a I pi0' 't" 040 aA' ItN, ttH ' ' ea�cK , �� ■ 7 f � � E , 1N0 10 ItN. lefT O m I � �' &T3K&T LIMIT o 13 ?r; 1311 MAIIWj, &401 No! lew AI� ( iIPFMA[�); , 044 N64, It05 Fill& W 7 II A6PNAL AD R IN 8050 O `Nqr ifoll uN, ltoo 1 n P� — O H# IC�t. —fie SUNBIRD LODGE 3e ult IN 1 I & �I ` I OhE(I l� � �` & o y1T a �_ _ ° UHI X0 3/jFrnL1 ,LTION Cl ap1GK 11000 11611 I IN191f A ' � . M ✓ - 11[1 b1 � 7• /� G �U u , 7 I&O , ISq .v 14 Nis12 O so ;I ii N • „ �It a & 3 1 LIMITS OF CON RUCTION ° r SPRUCE z Q 1 a 11&0, INI 11ft, INS "U �F✓ O : z 1175 0 W Q 1171 I17f • '� z W7 1111 1143 116R, uee LANDMARK Q ■ TS, u» r 9 I_ Simi om 0 z 1 N n l Q 1 117, 1146 tee _�) E x 0 MATCH LINE SEE SHEET 7 MATCH LINE SEE SHEET 6 W W ND DATE REvism er DATE : S1 PV, 3 y ISM 3_ N VAIL LIONSHEAD CHECKED : * EXISTING CONDITIONS REVISIONS : 6 ABOVE SURFACE LEVEL _ - YORK & ASSOCIATES INC . CIVIL CONSULTING ENGINEERS j STRU CTURAL f, H40 S0I1111 VOSLMItE GOUR1 10ECHANICAL 3 ENOLE WO( M GO 80112 ELECTRICAL 5 1 .111 , 1 / / (1 - R8E+ I of s16N Rr . --- 6NDR11 O■ I � D 1 ■ 7 DRAWN Rr .Ef.M..F,. yER1 _ DAtE LIONSHEAD SITE PLAN NO SCALE J (lf NO �I�ii Yft_. _ sNtE r M AI' 1• YI , V1 I • " 1 1 FRONTAGE ROAD LAND DESIGN r7D PARTNERSHIP GLENWOOD SPRINGS,CO ROBERT ARNOLD and ASSOCIATES PEDESTR N OVERPASS I VAIL , CO ENGINEERING WESTWIND PARTNERSHIP Ltd AT VAIL BOU7LDER , CO SCHNIL?ESER and ASSOCIATES GLENWOOD SPRINGS,CO VAIL PARKING STRUCTURE _ FYA VAIL LANDMARK Lm LIONS �a LANDMARK PRIDE VAIL 21 CONCERT HAL PLAZA LIFTHOUSE LODGE VAIL 21 VAIL O ASSOC , LAZIE Z MONTANEROS SUNBIRD LODGE LIONSHEAD ARCADE O - TICK T BO TH �--� GONDOLA SERVICE TERMINAL CPr " K COURTYARD MARK RESORT W LIONSHEAD CENTER OUILDING TW LION SQUARE W % DATE : i CHECKED : - REVISIONS : i SCALE 1 50 ANTLERS LION SQUARE . �7Z i et 2 35.23 match line see she + � T - - ' - + ' / \ ✓ 1 32 .9 32.3 •. � � . ` � l )1" l( 33.3 32.14+ TW. 7BW, 33 Z9 1 ,. 1 34. 14 33. 14 . . � T , k( )l31'. KI "4 c </ \ \ II . . ( . 0 3194 32 .31 + E \CI \ 1•a . kl \t _ t T,� 33.35 I '. \ k' I ' \ 1•:ktif til ' 1 1�1 VAIL 21cx I . Ix :►: ( , 31 .G2 T.C . 31 .B.e 32.01 \ � 33.3 Ayet ) ( I \ f 11 . T. C . + `, 3345 33"t32 731.83 + +3341 33 14 ds. +r LL 3183 � ' � 33 .ln1 LIONSHEAD CENTER 31 .15 + 33 .-1 - +3a., -� T.G . T.W. [ PiR -- - • L 33.95 35. 1 134#0 �. +34.1 + a,.a TW 3+ 34, +34 .99 3Cr3 � 1�1 1— ✓ C +� -r,vv, � + t3S .3lo ^ r✓w Z U 31 .1 35.1 3l.LS+ 39.25 � 3(0 X09 �' O W .r r� fY O >• /1 ^ a Z Pupol BUS ! ' SHELTER Z i ` ; J i_ _ I mo} 3Ca.v �G .39 CL cc 31oA1 FM z 38.13 k: 3co -13 — p W uj �� caeo.TE Q Q �A 35.31 + 35 .58 / R 35 . 29 33 .a V t III ( ; 1 F, D kl . \ • ItiK )\� SCALE 1 ' = 10 ' Us q C7 � N N N t L I match line U) C 121M EI_EV • 29.5+ I � I '* � 33.co3 28 . 33 B .W. I 33 .38 29.4 4- 1 Il A 29. 40 [ ' R- I ' M " I" fill 31 .4 = - = 4Tw. LIFTHOUSE w. 31 .4p 84 �T.W rW T.v1 . TW . IZIM Et_EV. + x3585 32A 33A '° i.` 133.4 33 . 1Co a3 � LODGE 29A 1w. 300 31 .E 32A S'S • � 1 :, rxi 3 T.C. + + 4L +2g * : /. + 3 . 440 2893 / +33 . 4 . + - . T.W �f �� ca2ti f '� flf {',Ili{ { { f ' T W. gg BOl { DER , ( 1 ) 33 .'z4 _ +3o .2s ++ tc* )( I \' I ' ti B .S . Tan! TaN \TW 32.25 T.C . 33 .49 + 35 . , 3s .z9 + T + + + 3 128 . 78 zaz+ TW 314 32.o t 31 . so 33 .29 + Bw =Mai hS1 .Z 31 .3 +' _ + 32 .32 35. 1 TIC T.GL GZIM E � v . / '" --- I •'32.1 I31 . 1 `� 'S3 • 1 +33 .3 ` 8.15. / _ - + SOS 3',S +32 .97 + TS+ G. 319 / 31 1 1 3193 I32_18 ;.C . r..____ -- 7 � - -� 312 c' 29.06 2 p + 33 S3 I - - VA---t �- - I � 'SI •� rT.S , 32 D3 + �- T 31 . t I 1 t 33 .39 129. v'L 32 .2 + + 33.25 + LIONS 33 .1 + + C . 33-4w 0 PRIDE 3 9S I + 333 Z775 ' I � ' i + 33 . 43 ✓ C 29.55 r� .W , 32 '' III 33.4C0 � r i V . . , . IAL °% T•C LAZIER LIONSHEAD ARCADE �� � Z o T.G. � r•-� c � O , 1 J LL 29.a +T.S 3 .95 t w O + 33 3S l - t 41 .2 L > LL{ ,o LIONSHEAD - - +3342 33.32 :•z.� a Z �EV. * 3j. +1 3 333. 4.3. 5 3 3 47t T_ EVI .+r - - - -- - ---e s. . "+• T4'1S 2 0 f�v/v a�R 1 '\�-. �.//CENTER T,.- - 29 .ms's �� woo 33 .95 33.3 31.85 3 3 - 94- 32 7 TIC, VAIL 21 .� La U W 0 TC. - T W. + r 3'2 .14 ' ' iT.G 23f>R . T.C. 31 T32 . 17 32 .22 32 .39 + 3224 RIM ENV. T. C . t 3222 4 318 J I I , - - - a .4 31 .09 31 .19 // +33 .3 33.4 match line see sheet 1 1 � 1 ( III ( h ! i ) i - �� L2 . 2 L_ match line see sheet 5 � r 7-- 37.3 +35.3 1 .1 35.2 \ ® - rW. r4 � �- — I AM ) 1 )1' .SI( . � 37.5 + 35 T• +. + 4� �, �3s s T.w. SPR i \G,4 :( 1 TAN/ 35 3 T.W. / 35.7 Si life 37 "1 37. , R014 ARNOIJ ) t� +35.9 WKI \ i5( X . 1 - \ I ' ll 3S.Co9 � , 1 WESTWIND AT VAIL ► " 1 " ' ' ' � "( 1 . - - IAA i \ I 'WIN I II I 1 . rd + 3� i4 r r Br >l I .l >f , R . r f 1 3�Z5 1 ( I I \ ll k -� l k +35.29 3co.19 + + ill 1: IF . 19 r + I - +35 . 2 V A I I � ,I I 33 . vZ T.C . + 35.9 LIFTHOUSE LODGE a = VAIL ASSOC . III l W i f ^ Ix o ` CL a s ' I � WPI El - EIMER �H L Q � n w ' J 34'1 35 .9 u J c TIC, J oc cti E match line 3co.Z7 see sheet 2 ! SCALY 1 "= 10 L 2 . 3 .I match line see sheet 5 r 35 �a GONDOLA TERMINAL DFISKA{ Il ' IZ( Hit-: ►t" 1 ' , � k \t )I . 1 22Dro 22 .99 + 1 '.ail' I ' M"NSHIP I « t Bo l ] . IH•: R . ( Y ti( ; 1 i� il l :tif�- K 22 .02 r +22 .9 22 .87 28A3 I VA + i 2.79 T.w. s. / :24, is -� + 35.39 I T.W. 24,49 22, 9 c +22. as h""y W VAIL ASSOC . r L i + e Z U +22 .93 35.48 . d 2 � 3a ir- � J J ` a. Z LIFTHOUSE LODGE T TICKET + TIC --- — BOOTH L-- - CLOCK t3s. t h L� Z GC 34.82 LU I 29.26 29.52 I I \ Omni j Ar +34 .27 \ am I o T.C.j + V „ * Ile +2 T.5- �. .c, 29.4 3 29 .4 3 4. 43 134.2 I Is / � 7s 27.93 ` +29. 15 t � , ` RtM � L�V. 34. 4 T. C. 34 .2 5 (1) 26c i + C (D O i +28A 28.1 JEcc� � V Cu + 33.7 match line ( ► II � : hla � see sheet 2 k ► :` '�x '" SCALE 1 "= 1O ' L 2A � Y r match line see sheet 6 T. C . + 41 33. coB i .� 3 35.G 31 . COB I I _ . l \ D DESIGN 3i1� 1AK" 1INERSHIP + 4 GLE\ \\( )( ) ) SPRI \( TS,( : 3 ( 3 * 3 ,34 ` + and \ SS( X : 1 . 1H-,.S 33 .29 \ \ IL . ( A ) PAk' INERSHIP l . : d T5. SCI ( \ WLSER +r.0 31 .g1 and ASSOC IA- 1 - 14 T . ( ;I A \ W X )1 ) SUNBIRD LODGE LANDMARK �oZ V A I L + �..� rN 32 3 1 1 3S.al+ Zj%) i 35.; 1 32 .94 35. 35.(05+ t35 .�ato 35- (* 15 C 35 .41 35 . 3Cu =3 + T.W. 48 49 so 51 SL 5� _ 35.11 ' 3515 ?33ZI S'� s4 ss L = C N t 35 .c0 TC . - T.W . � I�W. � I + r � Z - - 7. C . M 5 1 -- -- r 4 (PS- +34.5 34 4+ b + 5 O 33 . 4 +33 . L 'I/j J LL +34.4 7W. +3-7 .03 r.w . v o /\ cc O 3ro.2 + TS. ✓ L d Z + 33 .78 r '( 3w.11 i 43 li 33.9 3,.1 T,W. 52 I' TC 44 �� . + + 35.11 43.01 T.S - 45 . \ / ; * 42.14 �;' r \ � � T.W. 4U) + s3.a9 T.w . TW. 43.04 47 sl Si . t - \ 34.53 +-TS + 39.5 B.S. �. \ T,W , !, �- 4 j 3802 \ 43 ,Zr.� + 9 34.2 \ \\ \ 4(OCoZ GONDOLA X35.0 + , � ,l T.W. TOW, , 55 3s.s �/ \ / cc TERMINAL ,5 TW, 54 p 95 S �TZT-F--:-TTi f. \ Z.gZ + \ 4 T.S. I 7- 35. 12 / 3Z. IZ I - -- TW. 3495 I t � -5 3B Y,3 ljlo9y - + - 35 . 1 a 34 9 + r - � 35 .25 1 BW - -- _ a+3 0 I 38 c.2 C.2 4 32 + TW . Q 35. 1 +35. cc Co `- match line o � T.W. � I a 54-71 \ .0 + TW. i T. S. . , 38.5 s� 1 4 -_ -raw. ( I 11 .( h l l .t / �2 WESTWIND AT VAIL can can O J 5z 51 C 40 / +1T.W. U SCALE 1 "= 10 -- - �.r w. +. 131 . coco Cu L2 . 5 CONCERT LAND DESIGN IAKINFASI iIP HALL GLEN WOO D PLAZA ROBERT AR V(x,u and \ S,'*kX I . YT'ES \AlL . Co PAIL I '\ LRY 111 , 1 td B( )l 'L1 X4,12 . ( ;( ti< 11 \11 * 14;11' k and ASS( X ; 1 ;�' 1 'ES SPR I NGS .C60 + 49A5 I ILS VA 4 oil l T. S. - MONTANEROS 4232+ + as�a 1 U 42 .32 ~ + 42 p- 41 . ® T.S . O d12A1 •- 1 +29 3 *29.88 30,3} T.W . T.W , 30 . 2 0 -3 12 - - • 135. B.W, 33.33 30. Bs. � Q O + 2`S.l 29.15 29 85 _{ ` T C. 31 ' TW TW + rr� ' + -t \ - 31.11 \ \ 3�'1Z �y C 31 8 34� c 31. 18 + c L O RIM e�.Ev. T.S. �, ►� . � ...I LL 29 .E 31 .4(0 ti' I� W .,_, 70, + 6S. a � O 33.x5 7.W. 33.75 3 fi�TW 31.1z Z T,W. 30.1b N ' Lo 3 .55 33 3 33 .5 I _ I 32 -IS + F3.W. -4- v 1 l 30., � � � . 3 �� •� - - rC . � I : � � ► ., +; 133 .4 T5, 3b t .97 � 33.1s 32 A2 � 33.35 + - - - 1-4t 30A8 + 31 . co3 _ - - - - 339 33 .Co2 33A ® TW, t �Q +32 :2 + o ❑ - o + X33 (oS Y 35. 45 31 . 03 / ���- 8$$ +j� 71C. , / +3z .z� +3a.z4 33,95] / �\ 3551 - +33.15 w T.G. TW, + / 34.0 t+ 33 2 31 .2 i z SUNBIRD LODGE 35 I Z Q match line Q Z I � d all see sheet 5 rj r?-r��3l .tva LANDMARK � DAINI-. - �40\l ( : IiFx ; I: I;n --- ( i RF ISK )\ `, SCALE I " 10' L2 . 6 n / WALL�� match line see sheet 2 I PLC � E-3 - =� Op i I Q , I GaNc„ o ' of WALL. _ JNVE f:xl�t NN LAND DESIGN g A® °U 69 1 PARTNERSHIP 0 --�— - �p,/ zE by t . 2 �h � . S GLIOD SPRINGS.CD ROBERT ARNOLD 7 15 ' 2° . I. �,xfA �iON JOINT N� 5�-o / '� �'� IM and ASSOCIATES M VAIL . CO U �#W" riwI ww� s ENGINEERING I PARTNERSHIP Ltd VAIL 21 BOULDER , CO . - 1'-0 O C✓MLF C LL,1 Z1�. � 9 3 5�- O - - I SCHMUESER and ASSOCIATES FLUSff 3'- GLENWOOD SPRINGS.CO -To 15LI Z9 +4-4- � � -a_. fP`Ori1 �AGr fNT� f' I ' I WrY,ii LL.2 �AolUS (JlNFO�M�� T LIONSHEAD CENTER _ �''A"' o � T° E><IgTII�JL� wAU- V A L I dd 0 °IANTEt1- L� Z room 15L. G . FAI CortcgETE- E a��' ►—� `n — E.3 .1 5y ILA.. t-IT 2z1 - � — N �w y c 1AHQP�nII� -- _o ll /.ltiT 5 UHTEG A(z EA y(AND � _ i v ^ I 5 UEf iF 3� Z U MI ILL o ' �1iFN4Nf �tKcUlb I1E �`�, W 11 GENERAL NOTES -.9 r _ �J� > y ( � I4,1 6U�5ITT � � � E�tIbT 11�IG f'LA►�E � PSE Td l3E r� W/ 1 . written dimensions shall prevail . W 2 . Do not scale drawings unless otherwise noted . o I HOLI (W(�7T,`, F 1 3 . See Architectural Drawings for building dimensions . / ?.0'- O" 'rG F 1 - fi r�I� 4 . Contractor shall stake the layout plan ( or retain a registered __ Asunrt �(y�4 O surveyor , if required ) in the field and have such staking approved by the L . A . before proceeding with construction . 5 . Report all layout discrepancies immediately to the L . A . for I f�G� ALL I decision ,. _ 6 . Existing conditions surveyed and plotted by : BU York & Associates , Inc . Consulting Engineers It SHE L R I a 6840 South Yosmite Court - — I AI , IIA12 N I Q Englewood , CO . 80112 I ( r°' � Dated : February 25 , 1983 7 . All dimensions at planter walls from face of cooing . RE : 5111 i _e } 6- C 8 . All dimensions at curbs from face of curb . RE : 4L6 . 1 & 7L6 . 1 — • — — — -- - - OZ 9 . All walls and curbs at stairs slope with stair angle . See grading plans for location and degree of slope . 'I 10 . New storm drain inlets which connect to existing drainage pipe are dimensioned on plan . These locations are subject to change 0 Z depending on location of existing drainage pipe . z � r n4, �IOUY�t �u� a Q 11 . All references to wall shall be typical of Detail 5L6 . 2 . 1 t M�U4 EXI IN�i f-b Q 12 . All utility accesses & valves to be adjusted to proposed grade w �' . --� AT 60 �HF��'. W and finished with 3 ° concrete band . RE : SS1 . 8 & SS1 . 9 / E ExI:,TIlTf�FIL C1gf- TO EE. p�i�E;v W -� H15W 6IATIE . `3U- III;fE&I t LEGEND oot� p ¢� DATE ® LlbFfit' STAr��A2rJ I �.I PL�At.JrEf� A2.EA . 2- E VI 5 . 1 �di CHECKED : -- REVISIONS F ��Ca ETA Nr,�Arz� SCALE 1 "= 1O ' L3n1 m a) L L IF =o — I HU 12'-0 " NELJ 7EWEF NEW W4 n ® ViAll MAPHOLL 5E(LU16i: • SENILE. 0 - a�/)� a) l match line - — V J CO ILL EXl �rfl ►h atatqIIIII _p _ , r u 57P.1(z - m c 3 LAND DESIG r o , FE : 3 � ` __ - �,�� , 6 K ` ��\ a LIFTHOUSE F.�ts� l _ p _ F �cI�T. r>pn1H PARTN IP vE(�iF v = - _�� J ? -- - - © �_ - �— lY NEW -ATE _ GLENVNDOD SPRW(�S,CO N � _ 3 bW Lam• ta. -N \ ��� LODGE E ; y, t2 R�OlBEpR�T/yA•RNOLD II I ' II �q '-Of' o��u \ n J M •'wJA \\j� U and ASSOCIATES " Z 32 h-a 7- -- 3p ; 1 2 7 -� 43z7 ; 8 ' 1d 2 1� 7 - 7 4 - t/ .r — _ _ _ - - I`I� $I-3� p ' 311 FiFiD VEP�fY 24- - - �- 31r�. \` N �. VAIL , CO 6'o - t -- - -- - - \ , GuF� ENGINEERING `9 ` f - . FA�(.E TO %> <, PARTNERSHIP Ltd 1. - � Ff VIFY I , FIELD VE Z'�' 14'-011 3 -G 39 2 •C �� • � ' It � x rQ _0 LONG, C1iF`Ni7 6ANp a O ©: c; _ �. Q FA6IHK I Zl0 O k - Y uMNFP[.E zap" R , 00 711 , � l - BOULDE Val. N ' " 7 '- ' 0" 7 '- �0'' z8' 8'L �� `;C < �-- = - . - --=1�� -, . ,0 �,� l,tAlL ��, SCHMtJESER 411 0 0 U)NLI, 6MO �1 EC. ('1WE � j°L" I - 1 ')` �O - Ex�S EX Ai-15101 _O CDNG - x' + ! - - f�fELO /Efifr ( _ _ 9 ® (( W1u L —� _vim \hP� �o -� _ and ASSOCIATES T -- _ I\ n \ 'o . - :0 l tau GLENWOOD CO � SPRINGS n , " c \X/ ? 10' ' 14'-O" 4 0 2 b k 5''D 8 - 9' • ® — -- -�- • — ,- r 1 d ZO � 5 O 18_0 - Y a 9 `^ Tfo LVlHr -- - \ _ — F G TE j pc'�/ I 'r FIN yT11 i0`K11:P o EXIST," /UN kIvNNI;W ' -X, _- - ' 2-c� � ,0 rL 13tx 2), ! �P' !.�' ,p PizF.P Cu � N t i VAIL r 19 K It O e�ANv LIONS U Owl it GONG f E 1 F, Fa( ('AN�� N r, C7 JET I ", '- (. ThIN• FYOM � -F'� j'A`�ION 1 N PRIDE J(J z l�N�. "ALL 3 - 0 �f JAMS fIELO VF.f IF ! FIEIDV �Y � I x 3 M i _ 11 � � I ql I y I �S ou tiANIUI 1 H, G . . 7 0 ., , 3T� 7 6 l/rn L it � L LAZIER LIONSHEAD ARCADE hw. « � _ - v 3 9 uL l y�,0 O I i — wN,l. TO GDINLII'iE 1 � �� � F,c,s7, J � ETr W/ dV ► t - + - o CLI� FETF 1 -0 t. , �arK . IrT,� M"' I W I ,c �, • C�ANQ wp<t.� ^ (Y o .x, = a z LIONSHEAD F — �E7E --� — — % �° � CpNGf�Eil E--- G4� N �t OF F+� � <p EXISTIWI wwp CENTER - —I- - - - * - �oY�rz _ -A w � coNG. urJ � ��, �' 'fN5 j l " (zG'�1i� 1 , c Z5' FFF LG, 2I ,11 �� O LG ,13- in NA9 129 Pte+ hY 0 — �` o t!1 .0 F.- FI I I � 2 1 i 23 -0 10 3 � —�-- - 5-a1� ` Al.l. GQ1.UNht`.� L *05 _ I 1 �� 1 �� LJDl7� hT� i �> -- - c� TO 6E FEf'LACFt> y I JO�Ift WALL. 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V. \ - / - r0 Slr6RM ORA /N /NLCr 5EPVICEE� INE mow LL Z \ COMPAC TE D SUBGRADE VA 2 ELEVATION - DeINK /N6 FOUNTA / N J DRA /N /PISEP NUT TO .SCALE 3 SECT/ON - YYATEte SERVICE FOR 1 POPCORN STAND A10 To 5CALE 141 c — 31411 TYPE K COPPER SERV/CE L / NE ,0 0 L / SECT/ON - WATER SERV ICE FOP Q o DRINK//V6 FOUA/ TA /NS No r TO 5CAIC ? 0 U. W DC o am CAST IRON LID AND ANGLE 3 " COA/C BAND FRAME) AIEENAH R - 1663 - B/ HOI_ LAND STONE OR APPROVED EQUAL 50LDIFR COURSE FIN1.4H GRADE UN/STONE PAVERS RIM ELEV. 33_70 ( TYP ) PLUG ),(T YR) Z gyp— 3 "� / 2" SQUARE 3" ` J UN/STONE e V PAVE,PS ( TYP) ~ c a CAP POLYETHYLENE WRAP N FOR D. I. P. MAIN �a ,POCK V� V W 6 " Or CLA66 Zo A66R6 - V . ° • ' 6ATE COMPACTED TO r CORPORATION 4S ° M. J. WYE 95 % OF MAXIMUM , ' Q DENS / TY- TYPE "K " COPPER � Q ' SERVICE SADDLE - - -- - W MINIMUM OF SERVICE LONE TWO STRAPS (CONY/NUOUS) —--4 " D/A . PVC SEWED a SERVICE PIPE W WATER MAIN BEND /N SEWER L /NE cn Q ELL In 5 PROFILE - TYPICAL WATER SERVICE G PROF/LE - SEWED 6ERVIeE CONNECT/ ON IJOT TO SCALE CLEAN - Our NOT TO SCALE 450M. J. ELL LATE - CHECK ED : RFVISl0\S zo /NV. ELEV. 4 SECTION - SEWER SERWOE VAULT FOR IIIIIIIJ POPCORN STAIVD 11107- TO SCALE sq 8Z it YlIR�E S / " fifl/YF�Fi' 4G . W / " l'ir9iyFE� R � CID cz — L�N e9a mN @3z oc LAND DFASIGN -- 40 ms's BfL�s 1' 1 It 1 '11 ;It til l l 1 ' p V k w ` \ I Rf/Y/NC s *5 BHRS 3z'D l 0h \ h / ELE!! C4 Bi9RS @ iG "o. C, C /B ""O. 0 , •.. ' w Alp \ 'o. c. CD.vr, ( 'I i ti �1OOI > SI Itl � ( ,S.( :O TA 4JO7 B ,. ICI 3- "' 4s CoNT L'v/YT _ 4's @3z "D.c. I(UBEKI' ARNOLD to s x p sr/ z `\ ! �� � 5il \ \ �\ �� TDP�307AX1 I V 40. 40 atxl ASS(XINITS „ r \: III , . ( :O ' ENGI \ EERIV ; NV g3 I (1 ' \ \ "� „ 4 ¢ C/ / P.alt" 1 '\ I :ItSf I I I ' 1A 3740 C[ R. =0°/7fX I B( x l ,I ,RAX ) � — 'r4 B�9J�.S ,' TOPSD/L O 1.\ 11 .1•:Sl•:K 1 $ F 35 5 "-) IN, 0 3G. D-4 $ v 37. 40 C R 4 EC T/!�)N a vRs " c'DN7141&DUS *S BhIPS "� /S DRAW//YG TD BE 0 n)\ �D I VA r7Ri9C TE Rff70 //Y L'DN✓C/NC'T/ON t� D �S B�yyq`S � 4 ' 3 W/TH D�Ahi/NG F/L L OMM4 N%0001 141, 9L L FDD72`15> PL �9/V 35 4S $ I� � cDNrin�UDUS � o U B 8 ?\ p. • "3 NOS/NCB � � sic TON B�Rs c . 94 9S_� / " CNH/7FER 4G� / °G'h'A/9f ER SL / v C/�C E• %4' _ /�D •' I , Z U 0 s/ GG /"CHfli`9FER '0 Bf1R�5 @ /G " D [ , J LL EH I•%9Y , //L 7 GX 6 W O SL /� „ / W/ 4x W/. 4 (G�� /OX r , ►ter d Z " 3 Bi9lz WOO ,erS 4&/9/U r 43. S cs @ Bo s 6714IR ON Clef 90E . •�• � co vr. 7 TYc/Cf9L /�'E/NFD FCL zENT /Yrs- � � r CO 6�p C. @ .9 " O. C. 1)� � ° = ST'Rf)CTl)RAL. NdI'FS �. CUNT. �L I . General ` , a , Contractor to verify all dimensions and notify Engineer of any discrepencies , �y ^ b. Building Codes : Uniform Building Code 1982 Edition ; American Concrete Insitute Standard , Building � Code Requirements for Reinforced Concrete ( ACI 318-77 ) ; National Forest Products Association National , [resign Specification 1982 B:lition -, American Institute of Steel 41. 45 n 4040 Construction Manual , 8th Edition . B/yR$ / c . Design Loads : 'wS 454RS Snow load - 75 psf ; Live load - 100 psf ( stairs ) ; Wind load - 20 psf . @ /G " O C 2 . Foundations n 4475 CST /� a . De is gn in accordance with the recommendations of the soils report by Chen s Associates , Glenwood Springs , .lob #25 , 340 dated March 16 , 1983 , Construction to comply with the -06 to 1"A - - - same recommendations TOi9SD/G b , Assumed Soil Properties : ( i ) maximum allowable soil bearing pressure = 3000 psf ; ( ii ) No minimum pressure ci -,io No 49X requirements . ( iii ) Equivalent fluid pressure ( active ) = 40 pcf , ( iv ) Equivalent ) Q �9 :�� fluid pressure ( passive ) = 400 pcf , ( v ) Coefficient of friction between concrete owl N AssimedOproperties to be verified Soils fry Engineer prior to construction . ` 37. 40 \\11 3 . Concrete a , All concrete to attain a minimum crushing strenth of 3000 psi at 28 days , c• Maximum less otherwise noted concrete cover to reinforcement to be as follows : ( i ) concrete {1\ , 4 2 73 cast against aril permanently y ex posed to earth 3" ; ( ii ) Concrete exposed to earth ro weather : 46 and larger bars 2" , all others 1 1/2 " ; ( iii ) Concrete not exposed to _ S BA/i'S CtR CD/7PNCTEO CL e weather or in contact with ground : slabs and walls 3/4" , beams and columns 1 1 /2" 4 , Reinforcement v ` Cet7 CTED CL �` C� G " O. C. ^ D" rG tyy�s ^ a . All reinforcing bars shall be deformed bars conforming to ASTM A615 specifications . F/L L �9 S BHRS ` h. All welded wire fabric reinforcement shall conform to ASCM A185 specifications . 6Q G D C, o" c ( grade 4smaller bars ( excluding mesh ) shall have a minimum yield strength of 40 , 000 psi V d , 06 bars shall have minimum yield strength of 60 ,000 psi ( grade 60 ) . 8 •' SI e , Minimum lap lengths to be as follows : Grade 40 bars - 32 bar diameters ; Made 60 bars u � l 1 . - 40 bar diameters . b E . All horizontal bars , and otters as noted on the plans , shall be made continuous by ( . I 11•.( .h 1-11 ) 4D /G n CZ e. providing corner bars and lapping as specified above . kl•:� ISI(�\ S Z 'r,_S B/9iYS g • Slabs-on-grade 4 " thick to he reinforced with 03 bars at 16 " o, c . , each way or CDNT/NL/OZ1S CDNT//vaow �� xS4 " @G 'pC G ' 3 " C 6 "DC 6 x 6 W1 . 4 x W1 . 4 ( 6 x 6 - 10 x 10 ) WWF unless otherwise indicated , K \ IN\ V 5 , Structural Camber a , All structural joists shall be of Douglas Fir-[arch No, 2 or better , 32. 7D D T � c . All light posts and timbers shall be Douglas Fir-Larch No, 1 or better , 3z 70 9 framing , blocking and sods shall be Douglas Fir-larch No. 3 or better . - d . All Glued-Laminated ( glulam) timber except for laminated timber decking to he of S 46AR,S symbol appearance grade and s combination s bol 24F-V3 . Members to he of Architectural a @ G "OC. V supplied individually wrapped , S� 770 IV _ C'D/VT/NUD!/ S e . Laminated timber decking to be Potlatch Lock-Deck 5 " nominal thick Douglas Fir!Car -h or it equivalent approved . _ 6 . Steel J I . jz: C /T 1e)I 3 JZCT/O/Y a . All structural steel sections and plates to conform to ASIN A36 b . All structural steel pipe to conform to ASTM A53 , Grade R 3/¢"=/ =D " SL / �CfILE 3/¢ - / D " c . All bolts to conform to AS1M A307 d . All welding to be with 37070[ electrodes and to conform to the Structural Welding Ccxki of the Avis . z 3 EX/ST/NG W.9L /t J7 -i6 B --- \^.'� • I I I I I I I I I I ,3 - - .Z O LAND DESIGN PARTNERSHIP a2 ' /'/ E S,CO WOU SPRING —z GLEN OLD ROBERT N and ASSOCIATES VA U - / N� I '• I Ii, I I I I I I l / = I I I I I I I I I I I I I I _ _ _-�-_�} ---7 5/1 ECTRi—j9L i T/SN-TG-i9-//-R S-E-E Ti P-E I9DS--- —�T YsPin J • _4�_; �°� I __.o_ I l I I I�I I �,_ 1 �� " O '-4 --D--" -- - - GLE G ENGINEERIN 0 IWTE I PAri'NERSHIP L cd BMjDER , CO SCHMIESER s- 7 , / and ASSOCIATES `1VOOD SPRIN GS,CO r 9r 1.74 DBE/r - LiFR/l otwewFT BE/9/1 P�if ET �cS'EE NOTE 'r3) •� PGL" t'ET ' Z _ 7yA/CI9L d / 7 ✓' E'✓ T EL E✓�9 T/ T _ VAI of 1. Alf 8 ' V 4 : D„ \ O v9 X - _--- --- b ' EACH it✓f' Y :3 lit �� + I (i I,h 11- / Z 0 LL 2-D it . 8 G 1✓/T' �- - - W . yli �1' I f CDRNE. L'/s/'S h I• %I iz O od Pill � _ _1� �� � . i I r1F- - , AE • ti-D ` � NDTE '" , r ' , 1�1 o � - off �^ 619/?= EfI Cr/ END :diTi± 0000 16 '_ TYP. WlfL v E�'TiDN r „EC' T/ON I 4 S/ /Dh///✓G /,°FJNF�h"��/'�EN % :i's�L E i4 °_ /-o FO !/NOf�T/ON Ill 19N 34 =0" L s r><nES : Q L3DLTS 3/�y; fW TD �%/9/1'NEL _ 1 , Metal stair Treads and Grating to be type AI-004-P with serrated a=— I surface , by Intertec corporation or equivalent approved . 3 'X 4 PLATE Cox /3, 4 `la << 'ry// /✓/ ,Z - S/ " � BOLTS \ /�i '�j3 2 . 3 x 2 x 3/16 " angle ledger to be anchored to wall with 3" Ieg vertical F{✓BTTJ C//HNWIZ with 2 5 R" galvanized anchor bolts per tread an a 3 ' 0" max o . c . elsewhere . Anchors to be Phillips Fled Head hC�1254G with minimum — _ 0'/"/YNEL en><*41nent length = 4" or equivalent approved . BET/✓EEN +� 1+j ///VD �DU/vT 3 . Hewn pockets to he provided where shown with minimun depth = 2 un es . —= V p / otherwise indicated . Ream to be grouted in once set in place . _ 4 , See Urgt Sl . l for Coeneral Structural Notes (� PL 191V �H�/✓NF-� 71&1)IV 0, - / =0 ° I — - 7 t; " ,2'z X + / o " CL R ;\ REVISIONS SOU sE 7-1-1 /� T/O/Y C5x /.3. 4 4;r4 " REDi✓ODD C G � � I • C E/7BE0. = g C'h'/�NNEL �DNN� CT/ON g 1"NDIr/�/L CD�Y�1! DFT/�/Z 000 match line see sheet 2 Ll / J -1 = G9 .�vi +� 10 LAND DESIGN �J PA R'I' 'FRS1 [ II' � GLF,N WOOD SPR I M YSS X / - 1 GENERAL NOTES k0BEKF ARNOLD - - -- , \ anti :ASSOCIATES i 1 . hater flow in system shall not exceed velocity of 5 feet/ second . VAI [„ CO 2 . Contractor to install automatic drain valves at all low points . E `GINEE:RI-NG 3 . Pressure line shall be Class 200 PVC . I '.kIYf \`ERSNIP l .id VAIL 21 Lateral lines shall be Poly 80 NSF . Bot )ER . M 4 . All pressure lines under pavement shall be sleeved in 3 " Class SCH!V11� SER 160 PVC - no ells or tees in sleeving . and ASSOCIATES 5 . Common wire shall be # 12 OF/UL . (;LFNNVO()D SPRINUStC 6 . All . wiring shall be sleeved in 3 " Class 160 PVC , Mond 7 . Color code coat roller - 2 colors per controller . 1y B . Contractor shal-1 be responsible for adjustment and selection 7 j yI of the arcs on nozzles to prevent overspray onto walkways or VAIL buildings .LIONSHEAD CENTER _ 0=4 o cc CF) - _ - - -- _ o i r w } ►-� a z o IRRIGATION SCHEDULE � Toro 570 P - 12 ' - Q C+ Toro 570 P - 12 ' - 120 degrees COMM —II Toro 570 P - 12 ' - H D 1 Toro 570 P - 12 ' - 240 degrees BUS 1!) Toro 570 P - 12 ' - 270 degrees 0 Toro 570 P - 12 ' - F SHELTER ® Toro 570HP - 12 ' - Q O J 15 Toro 570HP - 12 ' - 120 degrees O T _ L— 6 Toro 570HP - 12 ' - H ^ ` d Toro 570HP - 12 ' - 240 degrees Fl Toro 570HP - 12 ' - 270 degrees Toro 570HP - 12 ' - F _ a taw °—moo © Toro 570 P - 4 ' - EST LU Toro 570 P - 4 ' - CST Ak6 Toro 512 - 30 - Adjustable Stream Bubbler Toro 473 - 11 - 3/ 4 " Quick Coupler Valve I _ () I��1 E 177 Toro 463 - 00 - 3/ 4 " Quick Coupler Valve CHECKED ' --- -- ® Toro 216 - 06 - 04 - 1 " Electric Valve REVISIONS - Irri - Trol MC12 - 12 Station Controller - - - — - - - b Irri -Trol MC 8 - 8 Station Controller NOTE : All nozzles to be Toro Low Gallonage , SCA IYA I "= 10 L5 . 1 a. match line see sheet 5 LAND DE �' o P. � Rl : FJRSI ( II' r ( ;1 ,F\ woon S1'KINGS ,C0 ROBER1 ARNOLD �: ' ;end ,aSS( X:I:�]' ES I L o n WESTWIND AT VAIL VAKY E:1 : SHIP 1'.� IrT'\ EKSH [ F' I .rd rl r B(ArLDEK . (X ) i- SCHM [ ESER aril :1SS( x : [ N" 1 'FS Q4ENW001 ) S1'K1 \( ,ti .( . i I I VA I I.-A wLL LIFTHOUSE LODGE az° VAIL ASSOC . s. WOO L Z W � � W FM O � N a� h It ILL J h^ 3 •�1���/11� U Co E - match line "� 1 � "" �( 11KCIMAY see sheet 2 K1: ` '�K " 4 Emma Sc .ALE I "= I ( ) ' L5 . 3 match line see sheet 5 r7 LAND DFS1( ; \ GITNWAN ) SPRIMTS,c GONDOLA TERMINAL ROBEKT ARNOLD and ASSoCALkTES kAIL . CO ENGINI�FA I NG PAKI' \I .RSHIP IA — -- SCHMUESFR / arxl ASS( x : IXFES GLF\I NV( X)D SPRIN S.(3O I^ — — �, V A I L C (� Cn O I � 0 IL r- 4 ^ a z I � , VAIL ASSOC . G �-' Q � z LIFTHOUSE LODGE TICKET - - - - - - - - - - - - - � ,---i ' �, f I ! BOOTH - - CLOCK _ n I Z uj - � CY) h V a U) - V match line ( AWNED : see sheet 2 Rl :� ttitOtis : - - SCALE 1 "= 10' L5 . 4 -- r j match line see sheet 6 1 1 1 No 1 ` 1 1 LAND DESIGN i PA R FNERS1 IIP 1 GLENWOOD SPRINGS,CO i 1 1 ROBERT ARNOLD 1 and ASSOCIATES \:AIL . CO 1 ENGINEERING BOL�1, :R . CpY Ltd 1 i 1 SC:HMUESER and ASS RATES GLEN` VOOD SMINWS.CO 0 SUNBIRD LODGE LANDMARK VA I L � o C - oe! 20 w , , c az ,� r r GONDOLA � a - TERMINAL mi % - �.i. 1 match line — a� a� Q) Q) WC mc t : HECkED WESTWIND AT VAIL REVISIONti Qr SCALE 1 "= 10' U � - E - - -- L 5 . 5 CONCERT LAND DFISKIN V\R' 1 ' N' FjlkSI III ' HALL ( ,I ,l : NNO( A ) ti► �R ► � ( ;� .( :( � PLAZA Ro BIF' I AR \< ►11 ) snd A&SkX11AFF,5 E\(ANF. F:R 1 \( , PAKFNF:RSIIII ) LAI WX1 ,i*:R - ( ;( ) SCI I NIt ToSE. R and .-VWX : I A" 1`ES r. VA I I MONTANEROS o - 1 0 ►-� } cr � zv v ^ r , J LL CL z A r fro �� ��� C - o -- ► w . 1 I ,1 Ono qj l SUNBIRD LODGE J Q 2" a �-- match line z see sheet 5 a LANDMARK - ( : FIECKFD : — k {Z f�:V IStO\ ti SCALE 1 "= 1O' L5 . 6 2#4 ft�� Lot i f l�l 2*4 N wLrs N01-E - AU, PAVINr1 �+-U>u. �F p�pq-1 f:ir� , -t��tNt� �.F�T>✓ �-ot'��� ��`'� �1 �'�1� �P�-� N ► 1 'ti �A t �`N UNI - �ia� ►�, -)T&7N EO ' vz ni uL 1"�,H -I� 1" G I � 1 1°L�Za UNI 4(O fa EW61 hT0HF 100 yz O� FUL.I. y'PN. .Y�1Ki -, X17 Hol.L4HU rWt`, - SanI�FrvuPSt: (TY1� d , hl t { I a� I'AVI - DTI a� Srloortl fIN , lyflG�E °- I _+� . . / a - .. llrS ( ,N d�L J HIPAR1NLRS X41 ' 7!'.U� EAU G ° . • ; ' �° Da.l ' ab 5 GLE\ \\ OOI) SPRINUS,cO -1- E' �T/1� ` . �� d• ._ ea-.: •'a"\\ \} 1D °�t D _ ` ��A . . . -- ' ` �L] v ° ' � o;=; a . � �r i r,Ui`'fM✓ , N�� � � SON II f I ` r OG L U T� ROBEK]" ARN and ASSOCL IES A o, ao a1 . , . - � r \AIL CO °a° U 0 o t o Q °b o ENGINEERIN °O RNII l 'NERSHIP L td ol � nIN .0 Po 0 CO Q r 'n 5( A-MUESER LL .1 GJl".GTIC�h-4 1Y2'_ 11,011 LL. 1 G�� a� and ASSCx: IATES � . 10 �4 " �i_�n ( ;1 .1 .\\FOOD SPR [ NGS.CO 10 V2! F4t7lUco A � L ►�GUL�Iz c V � L fZ GuFI� I Psf�rA�1 rA rte fAT tl IH - ); . J . A61'}[AULT- fIK6HIH II 1o° #4 �€ I - COM1N f Z 'rF � lyNtiFl q ; : i; c NO Q c ° -- - - - - - -- m_ o U. ,i, ' ' oc o X2 - '1 41 - ` CONS AND f�M fINl/mot + 11t1L� T� = 1 It J �� fINIZ IH GoN6f E'Tf- M N N H . A UNI - rr�o� E n� \� UNI - h1oNE f'P�VIN � GG}'1�IGj� hl1 �PP . � r j\• ' :� . s ,�r , }�LLAtJfl �1(ONE %OI-t�i11(r- GOI.l �E LG ' 'l ' `" � " l�� r • �. 60 NT1zDL J01 NT`s O ✓ 'T- 5'40' " "� 'N ,10t <�4U d ++au. — yz � r+a• co„ag.s I 'III: 4'` ' � k - -•= � "'' Ud I21 1 I/1 Lo" \MO JOI HT N I? �ylf 1 , — _ L , l+C1r' C2C _wAl.l�. _ pCww n•, .. - _ - _ blrr6r►51o1�j -ro a.JDIp I Y�' `' ="- - - - _ \ ` 3 Yk�- _59Gr -� a 'x 4b" " '3 2 GI ULA� rAV�O A to I 1 v2 br > uu. I _ e2oe. , z P — – — I W,! LL , 1 111. 101 DU o ur �A A5 N vP,ac d - 71h (`� TAINI [-IG, MALL •J it Iy, 1 ��GtION Q 1x �1� JOI4•�" , ; � �10ZA61 1 (cUj-j5 ,1�c . t�I CTL.) HoL�•r+d �A\l�.� G,pl.l71 LOL1`�E } ouojwf�� � OrfW�.1f� llNI - h7ora � �1I hToN1r — YZ °)ZFLLL UNI ^eDTOI- � It�y SFONE - 1`i OP FULI-- 64-0 FILI-1D JC'lH `7 —1 wmryP � �u�Lt Lomr W kUe FY1 v1 I !l�'j G46 D �A5>;. IAH -TEv H�p, s 6NIP FFA 43 pa>ok� Q 1 LrO� L � QLH L 1&,y DAXE _ AtoAIDFI[,1.E9J41FtjS-� UNI -�7 0� G - W1 . 4XWl .k (!, x(, - 10/1d1wwr CHECKED ° p _ bd a4° �)��'��� �Ll �tlt7E COW t5lb \J9 e3 00 0 0 Z p O o a 0 131 1JIS7� I �A� I L 6 . 1 JbuProK rAj* 9-oz . nlN hE6 LAYOUT �,pU-� E r� �1 � - q-o� 111H ��Hw- � HF,(`3`[►�'��� _ OTC • >'��►Ny Y>k 10 �ON141101 . W ALl� - T`(1�ILAL �`+ �' A-( bJII_ ✓ IMI ( / I yyl 1 _ gI LL°.t � Izl- I II � c�.1 � TIdM ivZ `� ��(✓11 ON / - 1 0 - M �INI iGO►-IG, Cow� . FAN - 5 F9IE2I W, l5il WALL GUF rju�T *3IIICONnN . 1 W� N �1 a.� � RTf�' N ,�,� _41 y�� �rIH4 LAND DESK �N , , cHnt- / P, � R'1iVERSHIY G� ,! GLP,NWOOD SVRINGS,CO p � E-- ALL 171r1J�14sic44s ' �' 0 AA t2 NOmy-- AH5 I c�� . c�� � v r ,uELP p : , 1wAYar„ • _ �r I M �NI -NLNE / :InciASSOC [ .aIES OF GKG - w1AK w1 � � � � 1 II I'�VINlH \:1IL . CO xf.. _ L f-L h{p (Gx& -wiI 0 WWF) ` 10 / ENGINEERING Z"x 21O/7y/p // I '1d—�> 44\7 . PAKI 'NERSHIP Ltd .. ,, , BOt� DER . CO I SCHMUESER FI ► � - ��GTION - EI.� VATIUr+ 1 ° 1 - oxrnt +� � J0 at,d .asscx ; lArEs � �vlr+t ���� 'U1i [�t ra✓1 ► , r� rnL GLE\WOOD SPRINGS .( ,( ) �uT� : H �n AbO\C 6ol i4HEI•E I 1IDTf, Ni, �I MFM�a�ON�i NV fyPrE` 6'(AI� rtA(-) fW WO MUHW OT • e q !.vi. • � � Ply OTL 7 L[. . L EXLF� ° 1- hf[ t j57N N� 1561 WAN 13 WA�i -(ft.t� fOX WILL � rLull D > VVVE I MIOVLE �" AT A. VIq T01��`� = f g u 1 1 _ � • �9� . ° WHE�. ��TAI� HAS HO[rE1 8 - rh ° �I>zlur� ALL wt;Wh . 11WTH • " 11 — - - — ,- >'pov ►v�. 2 MIV01.E 9O�r�, AT E.�{t.Y+L. bid(. � , �. '� I L rUU'( III i� 1 I " D '� � ` pti`r'"�, �� - GfiL � un1 � T T ° � pup FAr.� , NFU 6E VA 1 LJ 1 N 11 : - - mot.., � �� _ �L L = �T�� L I � f / 4 • I w3NG�11-1l� 1� I 'c- x11 yfIPaN r�+r = L�g.2 G LTION 11 . 11 - 011 ISEYOND 1Yr• 'rY� Gxc, - wl , rXwl , 9l r - Ioxioww �� ZIP Air N s � -, _ �— �r R �N N.LfS�S � >✓Nl7y - wa- - -- H 3 °1 0 -0 OF1 `JfF�L�,A1° DO a n OND � ,>✓ �� 4• yq'� x1'���1KNINCL�t1'o - �, r d- ( , 1 0 `f . C.�' INCj u� o Gau f11)0 � i^li My �v __ = . � = 1oL�.1 Q o 'i�'�tlle� GAP1 ELt�Ct� — '°o — 4 SKr= p�L s1o11 ��/ I r (' `� aN U01HT U c L o L 2"K2 " ELI ' ZH bll 1 _ ° n 0 4110 O 1 {: , ...11L 1Y�1-? HIG�N M� N� '— Q Ia' - - w 2 xz i . n ��1ryG a ° TION r-� a z z Z 7 � wE� GL,T ----� ,_ . `�ILIILLLDiK _ 1 '- Lu S1 _ � I ' Q� S" W Wu L5 ��Tpo PIT �1fiLlok- IT9 WALL go I ° , 3 TONG . I�Af•tD n - � - o G 6 . (► 0' 4 as i. i. �i. TION - 0 ' LCo. 2 � F TIOM � A i� L t� tXAL,E- A� HC TEV 0 0 3 3 �fi . 619MI L� I -- "T �fi � z' � " � ' -oj1 _ Zu �,1 col-I� T�v i 49Mr�GT � 1WeWPf1 rL\N J 1 '-v11 - nr 1 h'- -- - ¢ I �, -. , • aa4 E — �, �.a�►f�, � �.I� � y.w�.. .�o•�,�'uE1� �-rrrl W �, � a PLAT ��� LL -- b PHIw ftDHi V X89- ��ltv, - D[zI Ah�GH3B " 4 IN6�I�ED � HIN . v " 1 '-'1 '' GI 1 -0 ° t o d l -. 1 0" ["u 1 ' 9 ° L 1 " MINIMS -- �� — -- - /�-- D�arE : -- - n° . CHECKED : IILi Q- TC.X� LTW 40N40 . _ - GONG , (f E VTL 10L.L , 1 � f ' --- --- - i - . 1 -:- r �O Gn - Ll ( uU o Q7I„ - UA moo HL, 2� ° y • N 7 L1, ,1 �. 2 ' rte- _ 1 1 ' _ - - _ _ - _ -- Qa•.o L 6 . 2 z-TI` EApS z ' - 1o " TL _ WNW ljml iKt � � VA�e5 N � J I '-0 � 1 Z I i'Lmr / ��� � ME,E.g- NN �cl Tl �-IG, WALL �ENGn /\T f'l.fwTF-{L — -- --- - L1 ,2 'ttl - VATION eLAN Yz '' _ 11- p1' L� . 2 �G�IDrt � YZ ' = � '- p ' L%. 2 ��-GTlor-+ - EL. F VATIn�-► � ��Ai-I � , 11 - ,r � . - - - - i II_a 3 you bu �i „ 4 + . E-- G�xB" T1r1b� m Ir�tT�g M� 2" xnf�if LAND DESI( rl 121' u ` c�i�,lNlWOoll�sf xiNc,s,cO 4-t ffa0v II ROBE:IrI' AR \K)LD T000 and AssoCtx I'ts \ AIL , CO ENGINEERING Gort(�c(0� I I 'A I ''.VFRSI IP Ltd n u I I I 5-0 x O• -o x SHOD BOI I DER , CO I �1R�`v>✓ fl.rwc�p SCI lMl • ESIA:12 and AS' IA' I 'ES GI T N FOOD SYR I NCS,CO 10 4a-09C N �0011Ml� ---- fINIhN GI �P�1✓ VA I L ---•:rill,11 — 11 = ( 11 1 li" _a4 ;� ` � ftill ( — ° • °.a 1 � ID � � � ll - �. AU. GOP1P�J'5 MouNTCI - _ �• - - � (� o - — - pt IO G� D MPS �iuf. .�L,� I ; ; no _ �. a . A ALL W61 T6 ffE., ' ' I �.r, "' ' o e� _ — �Ilil�l�l� � H +i Q � L Z .^� 1 � Q C . . a 1 �ECfs , :� • o. cOr��f Tf19 - NY � Z U Il 0„ �� l f SU �LI (�Api: � 1Qn T1 o T LE Jr�rIDM w w w az 1 ELEG 16A1, G�/M ,�UN IT 'MLL, �� • � LLEVA11oN T1 OH -- 11I _ -oil ►--, f 2#3TIES M HfWI tali p1M _ 10r o pp J 2 3 Tl� ANLi`ItQF W -T W z' � U co�It7un' in eugnne-> _ on no J f { I J a Zj oO , G U n > 1 'E : _ �� > rp -' 1 ' . • •I o G O U Cl ff"CIiED : _ -- P 138 O C REVISUNTS : o . -no o _ ; ,Q VI�oovi 7L LO � 00P 0 I�,:l,,�� , 4'' L 6 . 3 r I - ' �� - � 4 -4 X I ++I - 4 — r - -- c a --- -- LAND DESK� r I _ PA FCFN ERSHIP - - , GLEN NUOOD SPR INGS,CO r . I• - - - Jnl ROBERT ARNOLD I a and ASSOCIATES � 1 \ :\ IL , CO ` ENGINEERIN G PAfrrNERSHIP Lai BM"LDER , CO �� i` r ILL JA LV t� o _ _ U " SCH'�ll"ESER (=,L'' - I, VkL,I(i �^ � Jri' � r�, Gt � �rkt r, I . I and ASSO(;LaTES ' P -� Gr° r� � � I � ; _� 1. C- :t r - ✓� �r : t�. � - rorr � ` GLENAVOODSPRINGS,( ,c ) I I , - - , F� Fr. , ; . I VA I L a o j I � . ►-� i _ . _ _ _ NNN / ,% �I I .¢ cr 000000,. 1�ON LA ' VII `r ! f -1=) Q i - z I - �; r/1F. t-, � r J ��- x — f l r a, — : r.• -t �/� — U n w ' - L'i TN — - K �.� , u n- Z - - - - - - - - r- - - - n1 - - - - Lo 4: e ` ° a Omani 1 - .. ` NN T ' � P V FENNO LL I NN \\ NN NO i �, - ^• I , ' is —�1 \ �; _� .- • . / '` — J (� I ) �.\ ' ,t. ° — �t�-. 1k-311_ .1 — --- � UJ— ! ` �- Q - - �. --- - -- - � . - — - - CHECKED : - + � - REVISIONS NNN J. I I I I - f ._ — — - - - - or _ L6 A GENERAL NOTES 1 , ALL LUMINAIRES SI-IA. LL BE TYPE "A" UJ LESS LAIID I .SIfiN OTOERI� ISPE NOTED. PARTNFRSHIP 2.ALL LUMI1 ttlL Es HAVE 71 QdMb . R W As GLF�IVbI�Op SPRINGS,CO PER. Dk',TA-IL SKEET E3. TAE t�l.1MBL=R IJE.YLT TO TFIE RELEPTACLE REPRESE),ITb Term REGCPTI�LIr CdRIGUIT QUMBER. �I' ARNOLD ud ASSOCIATES VAIL . CO ENGINEERING PARTNERSHIP Ltd BOULL" V w SCI 144 ESER l and ASSOCIATES 1 GLENWOOD SPRING`S,CO 3. 'r f VAL I , 3 ZO DETAIL NOTES THIS SHEET W \ L I � 'HO In M 1.oGh �, � , Qi OLY C.2�11+ ELECTRIC 12'V2oBV 3Q� 41,1 7RAKISFORME�i' �M TO FEED RAVEL "L1A" . I r / /- / iho 1�1 ��"11 } �. IOY X65 ELECTRIC. 18v B-4) QJ TRAJSFORMER 3 3 12 Ir w 'O FIRED PANEL " LI E3 Q 1 � • l Z � OSEE 4FORNIOTIOIJ PCCT"I-i De-TAIL FOR LkII�7 ( NCl .4JD R7bJL'.R RECLUIREMC-STS . � LIC- r �- - - / � I I \ � ` '�•. � o 1 ( Q J pL ® SEE" ,&RGFtlrrac.7JRALS FoFf KIOSK DET,sIL SOFFIT 5 � ,J T- � - - - 1 l / � W L„ FIXTURE, f0 pE 51MKafZ G �1120T5 hl/ PR PLAST'IG \ � � SNaP oN LENSC AND F20'fl2/t,11.1 LAMP, C � / \ � / 1 ', � d � Q5SEE ARGI-IITEC-TJRAI.S FOR /cK75K DE?.AIL . SOFFIT / \ 0=4 FIXTURE ASovC NOTIGC Pa&RD R� n E 'TYPE 20*VIoTS W / PR PLA�fiG SNAP ON LENSE f�ri D FzOTIa /W tl LAMP. 4600 - - \ VA , Lv Z I QOp ARU-IIrr TERALTI TIME ��KK��.r Irx�+rlolJ r�pJ�irl1. — 1 ( 1 \ r � vr OF Ra.JEL. � METER A TIME. S WITCH HALO "TYPE o13I3B? � 1 L 3 A NC i ,a S TA 7 SR30/ ( FL 'f`(PIGAL of 2 . y r T ` - SIhIKAR TYPE C�12oT6P2 cNROMALOX TYPE FD -5- FIXTURE W/ F2o �fi2/rdt-1 4 eee�ff.�� LIA - 1 3 5 1B 15 y — v11 I t- PFjoG1L . ■ I ( ! O O c3xto To s Flo I,IITf G L-(L�e i l i ' � '00e 8 EI ► BASE [30ARD FIEA'r AI L WEATHER LAlTP. CTYP. OF 5) I 1 , rAMMO�J wl2 GIgo dill X12 j Eft IJ/ BB -G - �C- 7 THE2�lo - \ ; — � �5 `JTP�C SEG?10N MTP \ L � I A QEUTRA.L� ALL IQ (" Ptl Lt4- [6 - 3 '- o At=F. � -^ 8TIo1� PAYI ,�� 51MKAR 71'PC C�ItZots 2 -- - _ Ion NE AG � G c � ---- --- — — " _ — - -- �- -- Z F29 f12/WI.4 - -- — I � Al O FIALO TYPE �j23 " 5 All �-- t� ( � O UP AND Poww LIGHT PIJ5LIG TELE," i I _ " L1A" WALL MTR AT 8' -G" 4 � `—I ', - --- --- Lt� 2, 4 G 8 I41G WI7F4 2 - 7SR3GYFL . f1 o. (2412) T'OP TYPICAL of 4 • ;TIIhG SWiTu4 L1A-to I � � `�I?j - - 5 J 2 1 C441o) TO 4-2DAiP CTJI�T�+GTOR -- '` -�- - - — �I� _ — � r Al <> WITFIcommow t12CRoJlt LiB• 19524G91ot2 - QT * tP. WELJTRALALL PANcL LlA„ (2+�q) 1t3 ® Llg 7 / IN l" P\oC . Z ( sw10) ,ro ?, awP �-.� W170 W MOIl * 12 10 — - gwui �Ao L f! \ � fir, (0 4 4 4 INFORMATION BOOTH SCALE : 1/ 2 ° = 1 '-0° DATE : 1 CNEC'KED : LIB - S.IG, 12 ItEVIWNS - O '�10 )'f0 ZOAtP wKrl caMMoN � �Ra� � p .°, '� Iz NE4T LIOI�+SH �AD G `Lt� ��`" -- - - RAL PLL IN W I '" C . �r E1 . 1 pp � I GENERAL NOTES _ 5 � \ LAND DESIGN 5 PARTNERSHIP � 1 . ALL LtJMIIJAIRES SI•aALL oc TYPE Al" UrJLCSS \ � ,� -� Gi,ENV1l')OD SPRITK�S,CO OTC ERWISE Q07ED. ` — 2. ALL LUMIAIAIRES HAVE TIRO RECEPTAC ES eS PER DETAIL SIlIEET E3, THE QUM1BER WEKT TO NOBE.RT ARNOLD 7F E R15GEPTA.CLE REPIZI=SEI.ITS TI C- RIZE.PTICLE 5 '� and ASSOCIATES UkCt�l7 IJLIME3Ef2 , VAIL , CO ENGINEERING — I PAKTNERSHI P Ltd O 0 , SCHMUESER mid (A�.7�,7�1yr C IAA &S SMINGSlCO LIC - 1 35 2 ,4 1�, 81O, 12 (2 'L12 ) ,To 44 t _y (7 * O ) TO 1 7- 20AIP VAIL k. GRoUND4 `x'12 NELr R^i,ALL IN I '/4 �� �L . � I 4 � I � g DETAIL NOTES THIS SHEET '� �` O1 IbLY CIcOSS tLECTORIC 12o/c+08v 3cb 4t,1 TRAIJSFORMER \ / \ At / ` 4 Q C TO FEED PAIJEL "LfC" , 3 00 - (v ► ' �" 7 0 ( 3 12 ) TtO < PLY CROff2 LECTRIC 12A208V 3� 41.,J TIZ*V SORMEIZ Al 3 O I - 20AIP TO FELD PA�EL " L1D" \ G i ? J LL. 0 =1✓E /ecHrEG9jFz #,LS FGR KIGSK PETAiL , SOFFI'r riAnRE �' lolllo To DE S r1 KAR TYPE H 120-r6 1 / F(Z PLAST 1G SNAP j !!J a z ON LEr+SE AND F20Tiz /WN LAMP. .. FAY + wJ rjpTT U1+ uv-m q- t 1 (D 4 ; � EC J "LS FOR N idr d ExGSrE AF HIDLOCATID PANEL , METER , TIME SWITChI , ��5 �2O JUrk-10n OX ?O BE MOUr1' D FL6r IN 6ZOtND FoQ Ye2P 2 LvL Vih- W. = LLYI lOh1 Fufu �E cHRISfMAS fQEE LIGHTING . 14w1?JTO4. 2aaIP � ITF� T, T G7MMWIJ �F12 y20l1A1D � © JUNCTION 509 •ro BE MOUNTED FLUSH Ir1 &ROUND FOR I � +�121JE1JTRaL � ALL — _ _ f _ _ _ _ M FOUN'fAN POWER , EXAC( LOGP�(IOrI {O CiE CQORDINAffP t 1 PSG• Ga➢ —4 1 M l i 2 I / ; i M..Lj hv�lpl � � Loa�� PA4EL°LIDII � 9 ( 2 � 12 ) '1'O 2oA2P I _ (2 � 1 NO2 - Zos.IP I a a . vJrf corlr�loN 'tl2 I 6?QUf'�D 4 st12 Hero t2AL 1 — s � ALL IN I '' PV G 1 II I1 f u u u I � 19 � J I I LWE : II/ V8 -3 4 CHECKED ,. K C p. \ I REVLSaNS \ I . X1 . 2 et 0 'GENERAL NOTES I. ALL LlWMNIAIRM3 1 Avt~ TI,IO RR.EPTALLIMS AS d PF,R DETAIL APHSET Es3. THE hJJM®ER Qr=XT W THE R�eaePTAcl REPFZ�SE1Jl5 TAIL *I�fiPTAGLE — GI(�IJIT I.JUMBER A LAND DESIGN PARTNERSHIP GLENWOOD SPRINGS,CO ROBERT ARNOLD and ASSOCIATES VAIL . CO l' ' A PARTNERSHIP Lcd ENGINEERING BOULDER , X) I ► SCHMUESER II .`j ► C GLENWOOID SPRINGS.CQ MARK RESORT VA I L ANTLERS '- c �C[ C 0 O IIIII.J LL .«- / Ir Z i MONTANEROS q , �tD - 7q; 1 , 1312 14 � (c4v%) Toi� A 13 L'4441 PVC,RAL � ALL IfJ ` . 1 LION mi SQUARE ti \ \ Y _ W A c� z J W \ c CHECKED : t ------ - -- - �'' REVISIONS : --- -- El " SCALD: 1"I k Us GENERAL NOTES 1. ALL LUMII.IAIRS` 4AV15 71,10 RSC.MFOTACLF5 AS PER PS7,411L. S�swT E5 , TI45 QUMBER 0EXT TO -- - - - 746 REC.EPTAC.LE I0DIcoTES OrPS RBGEP `rAaLE cmaUPr �UmaosR . _ I ,Ati ) DESIGN A 1l'I �' A PA A A I :}tI I I P — — — 17 GLEN WOOD SPR I NGS,(,O 17 15 t5 - 17 KOBE KI ARNMI) 15 �, LID - 15/ 17 1G 16 / (2+ 12) To 26e2P and L , CO IATES 24 10) ro 2-22V P V.aI L . CO WIT+ CQ""SOW # 12 ENGINEERIN(a <*Wuwo ALL IN t° PVC. PW I 'NFRSHIP 1 xd B(A Idx:RAX) SC,Fi'M USER and AS.' X; IATES GLl�,2t)(A) SPRINGS.( :O N AS Ov cs ��Eg-�RIA [VAA I IL., 04 o U 0 � 4 � Q � Z LAN MARK O mj LL -- w o Q J 0- z Q+ � rT1 0 W r ;J44 � � Z o pow �--� co LANDMARK Z = Q J Fm J J � a Qp — -- - --- - -- - --- Ims Cf) >= S WCC _ Z J W -- CHECKED : '. K .cQ — - - REVIS"N'S : a� WESTWIND AT VAIL c SCALE 1 = 36 flip r U E2 . 2 co E GENERAL NOTES 1, ALL LdMiLL& RL, NAVE TV. O IRKEPT Lrts .A& PF,R DF..TAIL. .SA&ST E3. TNL QUM5MRR WEAT TO TNtF:CC' PTAGLE 1443 RK�LG C=L11T rJJM5U* LAND 1)ESK ;N7 PA FUNTERSI -i IP GLENMOU SPRINGS,CU ROBEKF ARNOLD and ASSOCIATES VAIL , CO ENGINEERING PAKFNERSFiIP Ltd BOULMR . C k) SCHMI 'ESER and ASSOCIATES GLENVI'(X)D SPRINGS.CO V I I L A � U O cc 4c�o U Q 0 ? U o J LL W az VA1L p 4 AR ING STRUCTUR E AUXILLARY BLDG, 14 14 '— —�- 14 A L1A- 1 ' I - ) T (9 / (24 12) TO ZLSo2P (2410) TO 2-20AIP v WITI WMMOW 412 Cl130UND S f 121 CTRALJ z cn ALL IQ I" PAC. . (� COD - Qa J W CHE XED : KGti�i- REV IS ONS SCALE 1 = 30 E2 . 3 PANEL " 1A" PANEL LID " Load Summary Load Summary LtJMIIJAIRES ROLE 51-In.LL Lighting 5.2 0125 % _ 4& - !T' KW Voltage 120/2108V_' 0-4W Lighting 4 . 3 Q 125 % _ 13 KW Voltage]2D/2DL V,&_0_4L_W BE EMCO TYPE AE14P - Receptacle First tOKW ip 40O % _ _ 10 KW Mains - %* -A COO MLO ❑ Receptacle First IOKW 100 % _ -10 KW Mains _ A CB ■ MLO ❑ 2A70S20t3R - DBi56A10.5DB) % ainder _ 2 50 % _ _1 KW Mounting Flush ■ Remainder _ 50 % _ - 'i_ KW Mounting Flush ❑ 7�0. F•• Main Distribution Center Motors Largest 1.G 125 % _ A _ KW Surface ❑ Motors Largest 125 % = KW Surface ■ i� fa a Remainder 100 % ? KW Min. AIC -IoonQ omp Remainder_ 100 % = KW Min. AIC 10QQ2 amp Distribution Panelboard Other SFle.z 1100 % - - Lighting a,puor _ 100 % - � 6 KW �1tL = Lighting M = Motor (¢__ KW 31fL - Li htin M = Motor Other Branch, Circuit Panelboard Total Cods Demand _ 2r, • r. KW R = Receptacle O = Other Total Code Demand- _ = 23 [- Kyy R = Receptacle 0 = Other (� Electric Service Meter � q�°J, pf = 2� , @ KVA 74 . 5 amps _% PF = �4, 'z_ KVA amps CT r rm f t Transformer 0 Wotta e Phase Watts a Wotta a Phone Watts n []T Transformer Description Bkr Bkr Description Description Okr Blu Description R 12CO ao 1 z 141= R _ rt la= 20 I 220 W R LAND DESIGN R 'eta _ 3 4 1200 R _ R 3 420 aw R CIRCUIT RUNS 2 ta70 5 6 16620 R R 'aao 1 5 11 6 20 400 L KIOSK RAR'INNERSHIP Concealed 5PPARE CD TOGO 7 e ILO R REMOTE R %000 7 e 45 L GLENVIt SPRINGS,CO - - - Underfloor ; Underground `- -` Exposed 9 10 1975 L- KIOSK R7l�ER R GCb 9 10 /2. 945 -P- Primary i =0 II 12 1e.00 M M.OYMIEEDal4TE R iC400 II 12 720 L REMOTE 1--wM-1 Wiremold --- ROBERT ARNOLD A" FufT ES L 1215 13 14 14CO R REMOTE R 1GGn 13 14 7207 I--- PM-4 Plugmold ._-- -- -- 2 - �'�' \ and ASSOCIATES ----*P-3 Homerun P-3 Pnl & Cct No 215 15 16 1� R REMOTE R 12co 15 16 2707 L REMOTE „AIL , CO ---o Conduit Turns Up RL=r10T'E L '3tg I7 18 750 L 5LIS leiiELTER l2 - L SATE ERP F DJPLEX RECEPTACLE - -+ Conduit Turns Down _ _ _ 1 17 18 27G� MTR FLIJSH IIJ F4CE OF ROLE . --�- Seal - Off 7 ''A11 305 19 20 8W R Rer1� R 1200 is 20 6P^4LE � ENGINEERING 5PR1 KLEK O i0C0 20 21 22 1000 0 SPP.RE SPRINKLER O 1200 21 22 20 1400 6PARE PAlrf'NERSHIP Ltd JUNCTION BOXES - L 1" GtlAMFER CTYP. ) 0 Ceiling SPPRE O 1000 20 23 24 loon O 5PARE SFir+RE &00 23 24 20 600 SPARE BOULDER , CO Q4 Wail Floor 2 26 2561 2s CDIJCRETE CDPIIJC� SCHMUESER • 27 28 27 26 --- - - A• i4OR BOLT Pra�V DI-� 5Y MdLII) F:eGTJRLR and ASSOCIATES - - 29 3 - 29 3 4 ' RETE GLE,NWOOD SPRiNGS.CO INCANDESCENT, HID FIXTURES 31 32 3I 32 TEKT�R6D COLJG ® Keyless , PC Pullchain 33 34 33 34 J _ ELI . CA� DJIT I � �i OAT AT kA Recessed 35 36 35 36 / 90" 8EL0 J rgRADE MILIIMUM. Wall mounted ; A Fixture Type , 3 38 3 38 r�r T1" b -Switching , - Ajming Direction - COr-1CRETE 2rA1.iD ® � Exit Light ; Directional Arrow 3 40 3 40 2„ L FLUORESCENT , FIXTURES 4l 42 - 41 42 VA Strip TOTAL 730 415 5tS 800 4775 950 TOTAL TOTAL 5=GO 5266 5k•o G5 3/015 2990 TOTAL �` F?eVLR I L Surface 3e GZ?7 Recessed i . , " SQ(.A.KE D' TYPE TIMEiWIxJ4 TO 5E PANEL L1p � ���`�- � TORK SPDT 120V 471Gt7 �2° SAL1D [ D Load Summary t� Single ; C Clock 1 +7 -0 - 1 Lighting 8•° 7 Q 125 % _ KW voltage l $Y 3 O�W T M G" COMGTCD �rE Duplex Receptacle First IOKW 100 % _ -9.2 KW Mains _ COO MLO ■ W �N Split Wired Duplex Remainder 50 % KW Mounting Flush ❑ TS 1GYA2P LTCa. GO1�TAGTOR 41-011 MIIJ• Ot•adraplax Motors Largest 125 % = KW Surface ■i•1P 4s9TF4W - � 1yq°C k1 120Y rbLDik. gC�i. COMFIr+GTED SL1 R.oDE �.� O Combination Switch : Receptacle Remainder 100 % = KW Min. AIC 1on� amp r SQL"E D, QA 6 &906 I F Floor r ounted ; IF Other SPABE_-�.2_- 100 % _ _.- 2.7 KW DEL = Lighting M = Motor 1 +► ® TFiN Gl� I V Q � S^2"G - Ooi•1TKTtDR MTD. Ikl - P Pedestal Total `Code Demand R = Rocs facie O = Other ' _ �- 7 t� SDeC181 Purpose IAs Notedl (� gi_% PF = 7- '� KVA = - �.g. amps p w�T �ER - P1gGLOF till - lil� T } L �7 Television Outlet Watto a Phase Wotto a E�IGLASURE -- � I �G ® Motor Outlet Description Stir Bkr Description = C K 12� ao I 2 a0 laoO R ELECTRICAL ONE - LINE DIAGRAM � - Z 0 1400 �LL 3 4 1200 R ( TYPICAL OF PANELS "LIA" AND " LID" ) 3' t ' -o" 3" R - 1660 5 6 iGCt7 R - ® Telephone Terminal 'p KIOSK L 4CO 7 a Tana R T t LiB �uARE 'D' TYPE O VP Telephone Outlet ; P - Pay Phone L - 1 9 10 1030 L 24 ".d° hIQOP� 9A1JCL8oARD J '7F Floor Mounted Telephone Outlet , TYPE " Al " LUMINAIRE MOUNTING DETAIL (r o H F Flush P - Pedestal SPARE O i000 I1 12 • 2 T 1030 TIME s�J1Tr.� To BE SCALE I I / 2 " = I �- 0" az SRaits Iwo - 13 14 4iv3T1 �1.� - u1 , 1Yq'"G � TORK SPDT 1a0v � 71C0 � ~� 1 +F8 TI�F�•CJ, 1�^G w 15 16 U Sa Toggle t Switch I7 18 x- Snitching k Keyed Light - - ELECTRICAL ONE , LINE DIAGRAM z 2 Pole t; - Keyed 19 20 - ` O a $ Way to- TMrmatOver bad 21 22 rV�L a 4 Way r Timer __ ® Dimmer - 23 24 - ® Thermostat 2 ® Time Switch 27 28 T M �1G T5 ® Photocell 29 3 [� Pushbutton Station - - - 00 Safety Switch 31 32 4s9 TI �I� C.� , 1 '/q " G i/ TIME S�ITC� TO P, LJMIAIAlRE �j RPLE O ® Starter/ Lighting Contactor 33 34 IOOAZP SIJ T4BT��-�J TOQK SPDT 1aOV R7fQ7 Si ALL BE EMW TYPE r �J Combination Starter - -- i1/ 1ooFR1J _R AET4P - 14705208R - ® Relay 35 361- - Ya2" G DARE ' D' TYPE DBC= �Al2DB) 7a1c10. 3 38 NQOB P1M.1l=L&Q&jRD 3 °° ELECTRICAL ONE LINE DIAGRAM 1 Z R " Fire Alarm Control panel 41 42 Q Annunciator TOTAL IG» 'QQO ?3O 90 TOTAL L 0 Pull Station oa Horn SHORT CIRCUIT CALCULATIONS .J (� Horn / Light Combination PANEL " L1C " Bell Load Summary A. 6A5TERI�MPST TRA 1 (SF�1?r ER C. '2o 1JSFOitMCR EAOS'r Or on i+ 0 S & Y Valve Lighting b. 8 4125 % = -�5 KW Voltage 187/908 V30�W I6c•. x20, 56t9AMP'= T4E .ALIPMARK Flow Switch Receptacle First IOKW 100 % _ -1Q KW Mains I= A C8■ MLO ❑ / R 0 Room Detector/ Ionization Remainder -_A 50 % _ 4 KW Mounting Flush ❑ F ■ 1 . 79 x 35 x 2"i`� = 1, 5 lets = 2licooAMF+y v � ■T Room Detector /Thermal Motors Largest 125 % _ KW Surface ■wP 3f5a>!Ox ax Remainder 100 % _ KW Min. AIC . 10922 _ amp 4 . 1 .79 % 140x21,O= 06 . 3 01 Duct Defsctw / ton (zstlon Other =1PA9111. 9. _ 100 % _ -_.�_ KW Duct Detector /Thermal z DEL = Lighting M = Motor Tr1 = � 994 x2of3 -■ Total Code Demand = G1 • I Kyy R = Receptacle 0 = Other ■ Door Holder � �"L% PF = Z2 KVA amps 1+f j! Chime flags Phase Watto a m = � a , 157 12' -0" \ LJG►TI�GRPI370F D�PLEx REGEPTAGLE W Description _ Bkr Bkr 'ttiE Description Imo'' �, 3� r • '�q = 6077AM� 1 +f M70. FLL6I4 11.1 FADE OF Pbt_ E. T R _- 29 1 2 20 1787 R PASIGL "LfA" TO 3C RATED I5� * 210t�Gx . ? 97= 287GAMFS i R Yrpo 3 4 FOR 10,QWAMPS � " L1C " TO PS _ TED K - �-rL•- Fused Switch R 1000 5 g 11.Q0 R Circuit Brooker KIOSK L 1(,� Q B, TRAij5F0RMER WRX7 TO FOR 1000�t�1PS il� --- Ground Connection _ 7 8 LAEiER- u011Sr�EAD ARG BADE J ® Voltmeter FOUQTAU L '� 0 10 1215 L D kIE5TERjHQePT TRAN6roRMER Ali. 1 OP 90LT PROVIDED BY MAhJtJFAGTIJRER ¢j Ammeter C►IW9T1 Isb *RE L >< I I 12 Z 1215 Ieu. ■ 21 Watt Hour Meier -- y`v - ISCAS 3700D oMFS 6I m Relay Coil L fix' 13 14 F = 1. 79 x 1 x 21 = 5 . 4 !Ail -_ _ � ELEC • CCO�DIJIT 1� 4 0� r sT -IF- Reiey Contacts Normally Open L 1000 IS 16 3BdOx00 F = 1 . 75 x120 ^ 57,COQ = 9 . 5 �- 50° 5ELAi,I GjRA•DE MI IMUM LATE J1L��3 _ -_ - -- 3tSa8ox 208 , - - Relay Contacts Normally Closed S p 161.8 IT 18 _ �--1� Pushbutton Normally Open _ m- 7 � iG m = 1 � 5 fa"SQ . GCt11CRETE t'led.E I � ITF� �: HE� ED : K. C . P. --- _ ��_ Pushbutton - Normally Closed O � - 19 20 - - ,- �a' 9.w ° c � MFEREV EDGE . REVISIONS - - Current Transformer 21 22 IStr x 210000 x . 16 = '2i280AMP5 Mlkl • - - -_ Voltage Transformer Z3 24 I.sc.► • 97 • •Og5 = 95184MPt: 2 f�ntlEL " Li5" TO BE RATC-� - - - - _ Ground Fault Interrupter FOR IO �AMPS 1�AlEL it D" TtD 6E- RATS 27 28 - 0 i�R 10 G1GX�J 1P5 29 3 _ Special Equipment 31 32 Mechanical Equipment 33 34 � Detail Note ( _ [�] Kitchen Equipment - 35 37 38 • 39 0 40 _ 41 11421 TOTAL , TOTAL r TYPE " A " LUMINAIRE MOUNTING DETAIL r, - ; SCALE 11 /2 1 '- 0 ° a :=P#r �r T ��x• ' - � ± !t"'P '�' t^'! Y - �•I'�T �'� f►'svknPi L .t1Jt:s{ `i' -..•4' - _ i ' 1• _ I � � I � /star-fit '-ry- .� -` r-: ;-�x� y! � - 'L�y ::.. rte.: =.t•.r.! t'r^; v�., . +�Ni.. ) i - c! {J i:tA�s ! !I � �+ _ dCl�/ k /C coNW1+. `; N ?o � : aC. , al�J s — - - f t a/lbU 94PC� li >� r f� . ' ! o"i.,F c_ u 2x4. -^,'. . +i'+ at,,,..,ra - 2 �, Z8 .� r�y � I''�tr'-MB ---•si - . t i L ( g..ta - - - - - - - za. � " •ter_. fur wr } 1 ' • ; � .a. �.� .,- :; yi' `-'! j ( g.t' •.r -act �n = 3 G a ^.i . – ` oN rwr. Z° + ^�q. INglP6 PIM .� Z _G,vc • 1+- ' . 'b1"s % or.• I..• N ✓' G O':','{. : c I 'JG . . '.../e�IMW-Ni - J sa.c4l ,c V !L W I .Sti _hc: – OWLTS = - LAND DES](;'IN •x e• � PARTNERS -IIP { C,' -- _; GLE\T WIOOD SPR INGS,CO . 17 ROBERT ARNOLD _- - _ and ASSOCIATES " =- NAIL , CO - A2 ENGINEERING ' T- � - - 1— - � ' -- ., r•N� �:a ..._ - PARTNERSHIP Ltd i { - -- � - _ 1 L +` '!• y_:Y. Iak-•� 'a/Mr• g .. `atillyti. 5. r r r� -O —__ \�\ o ► A . V* r, 'r''N.si Art . BOUI.DER , CO r i SCHMUESER :- , and ASSOCIATES ' r - - T GLENWOOD SPRINGS.CO i ! — — ( — — --- I T. r VA IL a. j. E °!{stiff V�4 !'• ..i1. _ ( ... o•.✓. ... . _ - ^ . -- ' " i; �r ?i.' _ !i !x 9+ • �' .w~F BN •=a!'ic%, s�^+ M' °'�' c dN w7Yv ._. . 4rm sYSG. - - -- - - - - --Y--- -- -- -- ---- - -- max - --- O .� _ Z L 1 cc ' —T G %.1. � .. •'ms s n _' ----------. . --- r� ' e ' hr. 04 N a , o : --------- •— - 0 L _ Cc 0 < 1 CL Z • Va as :.:abet '1�P++-:N`+.b - .} -;eye � �-1 • �4 :. - _ 1 _ - .. • a_ .� I• \K:4f - . . . .P ^4. - 4K.Sa'3e l!- ^4 _l 6 ./ ; I _. > l ` p' �- r.-mil•_ 'VVVVV:ttttll t.-:.. . ]1� T G ± ~ X lK uu Oro I it Nil 5 it l i { � c _ �- , • ��. -t- = , � ---� .� � jam: a oc �I a - -" `. ' °• _Li "rr" ' `[r"NC` - :/ r ` t !- ` C `L .:. y,f. dc. ��r,\ st .• .. SIX -� 1 x . DATE - - - - f I < i C _ . A, _ r - e.�. �- i CHECKED : REVISIONS : r/v v 0 RI ,,yj y yL ss `` '' • 8 - 1278 rJ _ -.. . i _ _ •*C .r?,rh. , ..I . . �� �'�'• i'1 CiL1 YJ'•• �r�.�1 . ' � ' /C. A�. � � -� �` `-` .. _, _, • - . , _�: .mot Ge•yG i's'riNL' .: ' i , l I � 7 !Y ,�I ! 3/} i; L: 02 r i / a {► G.T eN rmo^-�r `It�O p LAND DESIGN PARTNE.R TUP GLEN VNOOD SPRINGS,C.O TT e + - nR ► `i, ROBERT ARNOLD '� SSOCIATES `° G : . . .rw; VAIL { { - ~ - - - — - - --- -� �� - - -- - -- - - - — � A. r ENGINEERING >` i .l _ F K - > - - � � ✓ � t - � � . PARTNERSHIP Ltd !�. ` 'oe�' c . . BOL I .DER , CO � SCHMLESER 4i ► A ;n y 1_ _ i - - A _ ✓ and ASSOCIATES to a�`•� `, ni 4 \Nv 0,0 -+ r\Y' , � ` �� GLENWOOD SPRINGS,CO if It a in 6 6 iq t� 1. - ----- - -- - - - - - --- - - ._ r--- r t AJry ` '57,nM7 OIL) vis v (100 - VA` "., < •'- y -. t„ !F.i.�V. � ` � � A .A OP c1` "-1�/� �� '^ r.•CP_RC` , - Cy nr 14ad1. i }--�- ;its p V {, ` }J lis. T� J,._ � . . . . CL iA r + G _ LIB ; 4010 !k o �y � - ^.'.. '6-,"F' ali6x '.4✓ a'`+s� .i;. '_;; � n �4 K 4 b1'� �• i:/ ',' . a/f'' of r " _ �G `�•�f'�lG,; ''OC imivw� L tsYb �c o sLl sa + V:L.+ . C7 ) I lie , li2l :.'v ha .75 C 1 A1T° �,. , r+Sx,Nr . ) t�A%N '6 46+�jn::�1 . O Mjr ��� 1 � 11h, vtriz ' : �_ ' b brf 'G 4 �: l - , w, .+• . �'f � l 7N W, ' 15't , :N � . • . .\. ; i ,' E � 1 9 �ji �� < !e�l.M G �� /�/� �='wfi !�tl-1 !".�� o � *�+,M Ol -1 . ... �' dun w,i' x Sh.4 ,ar t• - i • ! ?n __ � (4) .L .�he+LTh i}J�'° 'cpW`�� 1 d • '$'�, u �. �� LN ILKh. /�Ir„Ma1o.'+ 1N!o c�µo-. c� C V Moll WPO A woe n _l � _ � _ - . ._. ` y ^� /pry ►I ?b4 Lx . , _— _ t _ R ! _ r AO •� ��J s�oL ! >-`I ” . - -�.i —ob .� KS - Y i�1T !Y �': ✓� , .�L4X I I 4 � � � +YID :-�"l-I�d �N r 1'x,}f n /9n �•' 4 Y !butt ^M �° hLilrf `, irrle�� s C f . au 3/{u d ' ir9 EavLTs s 1 spl AI s�oWN y\1 13 '� u;o je,�,,.M, ^ • a/.fud � �� i n CS) I I a< K �J- ' 4 � ��� .�e1—J :I` :O WIV. �L . • O • Y - �+ -P:IJi' .•. . II,jJ ' 241 I map L— ell �'zw ib .;.:.. .�.'•1 :.Vb¢m(;) ll�ll 311 I�p a t l sa• � _ _ -. i " d . e/}u � �wJ . 4ri ?. fir# I�✓! . I I 1� _ �l rx c i LU � J o O � �.T) 1 _� V ✓ ..- LU LU ULJ 1p 'ivy ,c .i. . i+'J , (. :^i 'J �' wt• J�..•!@•>L'MS. J Ci ) ; a - °91 ' - - \< ,a,< - _ *Flo /:�'✓' '� wda ;✓ - �"- . . � C3, ' " + WR�-+3 �y •P '-'✓+tom•±. �, . ?;;' !• L,n ' +L- es'.; eyc s'N . -��% �M• V M . _ �� eti ) l < ' - _ :v �, `�� t"rt, i . �,'t - '�i ••,_;. OF"!�•J �{ l7Q�hc 9�irym-, j U t / M JA - Ge+v �q,:,-�•r. -. Ls� - -- �j .1 ,;;�•��. �c�r . tea_• W 7 J I M1 •,� � > IWTE .vav ��l!�- a . \ Es ,� _ • � - r' 1�-�.>' o.+, .'ti -'•,�' i II l~^! � � 11/ n� ,J' • U' „ �..- ✓ REVISIONS : i , tYrl l.. tsY.Mlst_Y C 1 t: � . ~ 6-T f - - - - $ux + IIx11 �L . .: - 3uL :�/ 2', .a,f.n;NL •cFr+�•N M'i1. # — H *e- - r- - •; �,,, a . . - - -_-_-- _ _---___ __ — . �• lill °V 8f. ¢"'TPUv!'l1 .67 S7 � ?N ' q•o=•1� n m tl. _ > *'NWI, lbL1'`s I - -. - Coo � i c — , ----- - - ?<- G.+• . �h!-!'C : v�!� r,.,�y �. cc CL tZ tam" A192 C -� s+/a.. Is =�� ... .:�: • _.�M . - - - - - - -- - --- ------- - - - --_ ._ - . - .__ _. 01,• 10 'woor ' %�'_ =:-y�,. _ `W �1 !• z ' I . O Ii �� ?�/d-4 O ;! - - - - -- - - ✓ 1' ' i ; it , . .r _ '� � \ ` '��/~ 1 r - ..ter.•+. '_ a,I1F c'Vl�j!. iWG. �t v 0 I \ I 1 ` of LAND MAY' ,\ =i- PAR'I71ERSHIP d . i. .'>` 'i tt ' '� / ' J ' •v • ! � ' Nom. rLA^!,hFJ ll, GLEtiIW00D SPRINGS,CO Jx .i - . ,4 to ILI. Not ROBERT ARNOLD < —X gyp` °,: and ASSOCIATES 4 cou *0 0 -gyp •'s .,U-1ir I ,� `/ -- ---- --- < k. , :� �•s PO:' ,mI .; .�. .AIL . CO ENGINEERING 1 ---•- - y1 + +'� "� • � � PARTNERSHIP Ltd BOULDER , CO SCHMUESER fli .• ol 2 1 , AI. : _ . - - ___._—._ .- -- -- . •• +:,,. « ._= 1 and ASSOCIATES tt, . ,.; NW CO E S = SON , . l .4 . . ✓ice'' „\ iI - ^ ♦. vi w'i. : hf '. . . i I I loom_ J1 ,t VA I Imp, IMP / M� 4co U =sue _ti L u-' �' :N ,�rti= =^ P'IY�MB) I. az III . J1 L Woo L L O. . . " _ _ re`.. q .:A.1�> L'�. _ _ _,-.—.' . Via+ _ IWO ` b d '' z . n ' to M � j WoLot L O IIo f ' - - � r q,1„ :. . _ 'i•LV :L � . :i-^6.hr r%rz- I � f• ..! • l'\. a fir"'-. ra.•' . vim' V � —1 cc� a I. oArE ti , ; , ! L P�w •:'r CHECKED : Q� REVISIONS : ILI 416% t2 A103 ' � - • ti ' _ --. ' Fs...• .. _ .. . - � I I � ( � ;yr±,'ap., :., , ti» s. -ti .a;: .rty - , � < � I �d+a -' L"- ,.:.+.::: .rz� ^, _ I 1. �� - ^ --__ -__---_ __ _ - _ _ - - . _-1--__ ___ ___ .- Imo- ' i l� lam- (-� ^ - _ -- _ r-k_�' ', .�� � see sheet SS 1 . match line see sheet 2 V. -- /IV ELEV /lV = .26. 7 j � \ OLAND DESIGN / PARTNERSHIP GLENMOD SPRINGS,CO ROBERT ARNOLD and ASSOCIATES j VAIL , CO ENGINEERING VAIL 21 PARTNERSHIP Ltd BOULDER , CO \ SCHMUESER and ASSOCIATES GLENWOOD SPRIN S.CO 1I,E'INK /N6 F-OLIN L `k IA l// \ / N A LIONSHEAD CENTER /NV ELEV. � �. ��- - IVA I tj 0DRINK/N6 FOUNTA IN 7 - -- _ I � U wATEk' 56E' v /c' E / 0 Ir U a = � LL w 411111 o[ o t X /.5 T/NG ORA /N /IUL E T / TO REMA /N AS lS LEGEND / ,I STORMDIRAINTO / O ,RE REMOVED —� EX / 5T STORM DRAIN TO I O REMAIN PROPOSED STORM ORAIN I BUS to"YY EXIST WATER L /NE �� SHELTf. R ,3/4 "W PROPOSED TYPE "K " COPPER WATER SERVICE LIME I J W J B" 5 EX / ST -SANITARY SEWER -- - / i� Q � QZ � cc 4"S PROPO5EL> SEWER SERVICE �Q W r TNG oPA /N INE t� NO TES To�Rzt-M.q /N A 5 /5 Q W CONTRACTOR SHALL VERIFY LOCAT/OitIS OF EXIST STORM I DRAIN INLETS ) STORM D,RAIA/5 , WATER AND SEWEe L /NES. Z. THE INVERT EG. EVATIONS /NO/ GATED FOR THE STORM I DRAINS ARE FOR THE OUTLET PIPE; THE NEW //VLET PIPES CONNECTI.t16 /NTO THE .STORM DRAINS SHALL BE O- / ' PI6HER THAN THE OUTLET "EXI.ST1A16 ° INVERT DATE : ELEVATIONS ARE APPROXIMATE . CHECKED REVISIONS SS1 . 1 I Ch NEW DPAIN III P�� Jq /C/ M ELEV = 3 4. 2 Q1 (D REPLACE GRATE ON vV ELEV = 30. 7'i = L EX / ST. D2AIN INLET N F / M ELEV = Z8. � 9 55IB �j � match line / NV. ELEV. _ ,Z4 - 30 (EX /5T) � �EX /ST- i5 ° 3!o " x 3Ca !! 6eATE I --- — (n (n RCP r SEX' �I ecop LAND DEAN YAR'I'NF.R�IIP — — E�"s r 'e" LIFTHOUSE GLENVNCXN ) SPRINGSO ) I /OA 4 vEW MANHOLE LODGE rLE . — . l RUBEKC ARNOLU /j V ELEV = 274 = / �� and ASSOCIATES REPL E 4�C'ATE VAIL . CO EX / S T. ORA /N INSok 6 EV 33. bZ ' ENGINEERING x �lr " GRAT \ ' --J PAKINERSHIP Ltd BOULDER . M SCHMUESFR � and ASSOC aA"I'E5 j � •� W -, • !•! ' � - < ? ACE G ?ATE OL \ EA , -5 r 0141 N INLET S4 too 30. o0 X ! 5T-) 5RA "rE VA I !� LIONS V _ PRIDE Cr C _ U i o ..j LL LAZIER LIONSHEAD ARCADE D , CL Z LIONSHEA,p CENTER I --- -- NEW DtA N ;NLt r k'; •tit ESE V. = 30 . 86 5 Ir N1� ELEV = Z 9 4z Ll � N - D l k w aw 1 Z WD VAIL 2 � Q o o sa 5 - - - ,VEW 4 ;4 'lDRA / N / A � .-: " 0Za � U ° ° / ,NEW .D2A /N . ti'LET � 55/.8 /c/M ;LE = 3 /. 5 — Q Z Q� (REMOVE cX / ST NLET 2 i I FT" V K/M ELEV = S'C- 8Co 5'�G ♦ A -- - - --- Q �i ,v V- ELEV- _ -'. 9- 42 V ♦ O �G / PLUG e CAP EXl5T PIPE Q �� match line J - z� see sheet 1 La-1T E : o� KEP ACE GRATE ON � — = xI T L)RAIN /NLE �� CHECKED : ELEV. = 30. 14 ( JT �� CONVERT X / 5T DfA / l/ 6 i / NV ELEV- = 27. 20 (EX / 6 T. ) ` o INLET TO ANHOL I REVLS 366 Ix 3!0 " GRATE RIM ELEV = 3. ¢0 S IB - - - �_—_ � 6X / ST- 0 I 27;2 " x C7 ,Z LID (NE AH R- 1863 -N.2J NE PATE FOjP EXIST I l G 4 ' x A / N / LET f + S5I8 /M = 32. 86 / I V. EL SS1 . 2 see sheet SS 1 1 " T see eel S in match line see sheet 5 T - Y ) — i c7NVE,C' T EX / � L J,er1 /N _ LAND DESIGN , NLET ; M N 3 if PARTNERSHIP SS/8 6 ,elm ELEV = 34. 3l0 GLENWOOD SPRINGWO INV ELEV = �Q 50 (EX / ST. ) &0 " ,k 30 " L /D (NEENAH e - 16 r= ROBERT ARNOLD and ASSOCIATES VAIL , CO WESTWIND AT VAIL ENGINEERING PAR'T'NERSHIP Ltd �— BOULDER , CO / I SCHMUESER and ASSOCIATES GLENWOOD SPRINGS.CO OK /A/K/NG FOUq/ 7-A LAIN � /SEA � INV ELEV 45 x.1. 8 VA I L Op vC� 2 NEW C,eA /N INLET a 55/ 8 elm ELEV. = 34. 8 �iOSK /,VV ELEV = 3 /. 80 Iti v.' N = 32. 0 O 3q " ATE79 SE ° ICE / QC o I ] J LL � Z L &=^=A1wb--j LIFTHOUSE LODGE VAIL ASSOC . - -T_ i - L n LIJ LV � 0 Z O N U DATE _ E match line CHECKED : _- — 1 = see sheet 2 REVISIONS SS1 . 3 T match line see sheet 5 i LAND DESIGN PARTNERS iIP GONDOLA TERMINAL r _ GLENWIOOD SPRINGS,CO ROBERI' ARNOLD _ and ASSOCIATES VAIL , CO ENGINEERING I PARTNERSHIP Ud BOULDER , CO see sheet S S 1 . 3 / � SCHMI ESER and ASSOCIxTES GIENVOOD SPR INGS.00 V A I L Exis7 SA A/ T.AkY SEYVE P MAit/ E ELEV = 35 5 27 U / NV. ELEV = -<o. 7Z /R MOVE EX 7- / %-XTENDEp F�O�y E,Y/ ST _ � 0eAIN VL. ET F'//'E .SIT DAME G,eAp .a n/o ✓AL VE t I v i iNV tCEV. /�l/=26. 00� +. ` ' - i ATek e /CE TAPS 5 Q lei � NLL T G l0 L: x l , T �- /M C/_ EV. = t 2 SC /. F� LEAN- OUT 5 ° ENO o J LL / v !_ LEV i9. � n /NV ELEV - . :' 9 -_ < ? W . xi 5�P I Ir o EX / ST. O,eA /N //v le IIII d Z I VAIL ASSOC . / TO ,PEMA /N AS 15 i l �1 OUT AT zze 8EN J O SSL�j IN V. ELEV. = Z6. 8 LIFTHOUSE LODGE � O TICKET _ li BOOTH CLOCK x W o Q Q Q a M h HOC vH SEw6 ,e sE�C vicG Fp,e � C 4 POP =0.2M 55/_9 '/vv ELEV. _ X8. 70 / U N see sheet SS 1 . 2 Cz E co match line NECKED : IF _ REVISIONS see sheet 2 - W47EAC SERV ICE FOB' 3 1 \� SS1 . 4 ,Q � f j match line see sheet 6 1AND DESIGN i I PARTNERSHIP GLENVWOOD SPRINGS,CO I ROBERT ARNOLD and ASSOCIATES O IATES VAIL .I ' ENGINEERING PARTNERSHIP Ltd BOULDER . CO SCHMUESER and ASSOCIATES �'nNVE2T EX/ sT DPA /N GLENWOOD SPRINGS,CO I /itVLEET TO MAit//-/OLE 3 ,E'/M EL E V. = 32 30 5� %B /NV. ELEV. _ .29. 90 (EXi 5T) �3O " x 30 '/ L /O SUNBIRD LODGE ;cx ,ST 6 PAC r ( YVEENAH ,E' - ! 88.3 J LANDMARK VA I L � U a cc U) Qq NEW D,2A IN 1AILE7 Z U I 2 ;;PEMOVE EXIST. / AILET) c SSI. e / M ELEV = '?9. 20 L /NV E L E V = 55. 70 J LL W \� T Er O � W � � I C � - W oea /n/ /.t/L E T 710 ' ' 55/8 / IAIV + ELEV. = 33. 8Co /NV. ELEV. = 2 \ < < / u NEB -vim EN/ s) 154 F N a V C i GONDOLA � I cc � � Z Q TERMINAL oc J NE :D,2A N /NLE T \ LEV. = 30. 9Co _ Q , a Z - match line Co N N MOd0 i CEM D EXIST. % D,PA /N - - tq CHF.CKED : - N / REv ISK )NS : N � - c WESTWIND AT VAIL Q see sheet SS 1 . 3 Cz E SS1 . 5 CONCERT LAND DESIGN PARTNERSHIP HALL GLENWOOD SPRINGS,CO PLAZA ROBERT ARNOLD and ASSOCIATES VAIL , CO ENGINEERING PARTNERSHIP Ltd BOLJLDER , Cb SCHMUESER and ASSOCIATES GL.ENWOOD SPRII%X,S,CO VA I I MONTANEROS - -- _= - - _ o - Ir I Qq Z O _ C) VEPLACE ` �eATE Oil/ i (APPROXIMATE _ EX ; sT. ," E'A /N INLET I J LOCAT/Dit/�' VIM ELEV, = W .� - _ _- - - /A/ V CLEV = Flo. /O (EX/ ST> SEXIST. 24 " MCP / u T CC O eco REPLACE 6,PATE ON EX/ 5T DkA / t! /NLET — 2/M ELE' V TO MATCH CONCPETE 34 34 34 " GPATE � L L p 62ATE /ENO D,2AiN o � IAIL- ET TO REMA /A/ A5 /-5 I ` COA/ VEICT EX 15T, O) A //V Elmo , .VL.ET TD MAA/HOLF_ -- �� &/M ELEV. --- - j-- /N V. Ez� EV. _ ❑30. /O SEX / ST�p ❑ ❑ p EX/5T. 3z3/B x 3,�/3/B ` Lio Cn I ) _ w o cc aZ w SUNBIRD LODGE O Z Q Z " � a match line U Z see sheet 5 0 LANDMARK DATE : ( CHECKED : REVISIONS Ij SS1 . 6 I F17 r I I \(i 1 \\ _ m � I z j \ . � " I I�' Z NEW ORiIFWV /NL ET s51a R//`1 ELEV B/33 gG \. \ /NY EL Ev B/,Z 9. ,z 4- (7 LAND DESIG -- - PARTNERSHIP `� -�� � -�.'� 7- GLENV�OOU SYRINGS,CO 11 k /',. c E - EX/ S - W/ 7 / ""Ta -w _ /8 " �P�' P ��_ _ / _ -_._�„ .� ROBERT ARNOLD - - � <: , o - c z--�__ � - and ASSOCIATES 1 s ry �,7-- :: �--�_ _ ��Rir1NG VAIL . CO I L R, - _ \� �. s - ��_ c __ - v+ _ LDT EVGII�EERIVG / - PAIrT' VERSH [ P Ltd It e w �� B0( TI . CO r - e % _.- - S _ `� '`-- SC:HMUESER -�- �, A/ and ASSOCIATES ��- w \ \ �� '� T,, ` mac GLE �1V'(�D SPItI �C;S.CO / �� \ ` , _ \ — �_ \ I " " \ '. c 1,7 � ' �� /B4 • F NEW �__-- NEW OrP9/N /NL ET 13 - ' 6. IV !/E EX/ST/NG) ,Z II I /4r//Y ELE!! B/S9. ,Z 551. � � s /NY. 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ELEY v1 , " a zz " eEINFO ecEO co vc. and ASS(K I \TF,S � � a z z CL P ¢ BARS @ 8" C - C ° � , ° ' 9 . GRADE R/N65 FOR <EX/ 5T/N6J v o v Q \ a . a u e ° BOTH YV4Y5 0 - ° e . - a F/NE GRAD/NG A5 NAIL . CO REQUIRED - 6 " WALL Q ' a a ° ' ° ' ° ° P/ZECAST ECCENTR/C a © , EtiGI'�EERItiG I` CONE 3 ' y/GH 1.16, a I',ARINFRSHIP Ltd No NOTE : /B " x 36 " GRATE NEENAH R - ,4710 e ? - __ YAR/ES_ a BOl'U);R . 00 W y a �c PCP - ALUMINUM Ole CA5T o .2G" x Z6 " G.eATE KEEN H R- 4832 - B -' IRON STEPS AT /5 " v SCHMI MINE 34 " x34 " GRATE NEENAH R - 4�4 / - F <.Z REQ 'D.) 2CPZs ` C - C M.4X/ MUM 3G " x 36 " 6RATE NEENAH R - 4710 (.Z REQ 'D.) and ASSOC, [.AYES ANGLE FRAME : NEENAH R - 4B 99 (0/e APPROVED /NV ELEV. " - - — EQUAL REQU IRED FOR ALL GRATES. — - -� " • o u v L 3 SECT/ON — CONVERS /ON OF EX /STING � , © CiLEtiu'OOD SPRI �i(iS.CO - � Pool. • ° G ° , � DRA /N INLET TO MANHOLE Nor To 5cALE 5 „ D 4 _ o ,I '.G 4 ' . l SECT/O/V - G,eATE REPLACEMENT ON o , A - G " COMPACTED < 95 °Ya) PRECA5T e6lAI �2CED CUT AND GROUT C � � o CLA55 G AGGREGATE CONCRETE MANHOLE a EX / 5T /B" RCP EX/5T/NG ORA IN INLET NOT TO SCALE v G " 2 " SQUARE G " gARR� a ° • MANHOLE WITH (T VA I L P 2 SECT/ON NEW ORA /N INLET ° NOT To SCALE �...� CONCRETE ,BASE a a a Y o O 11 CAST 1N PLACE _ �? a .° � . a y �• � 0 4 a .d � ♦�I/ Q � C 5LOPE To OUTLET �.� O 4 5EC7-/ ON - .STORM ORA /N MANHOLE } L CONCRETE C (,/CB SCALE %2 " _ / ' - O ' cn AT SASE OF WALL Q C ZO PLANTER WA c ,5 L i Vz" RCP l0 /2 " eCP � tY O (NEWw ����,1111 r„� d Z � n ° • • n • � , _ PROPOSE PLANTER WALL Z 6RATE / ��1 II /Ex /sr�NG ^f � � I CAST / .eON ,q,l/GLE 00 CAST IRON 6,PATE FRAME W/ ANCI-i'01C NEENAH R- 451 / C4� LUGS NEENAH R - 4899 ` APPROVED EQUAL OR , (PPROVED EQUAL 00 O I OQOr HOLLAND STONE -/8 " ,2CP SOLO/ER COURSE EXIST (EX /STING) 4 " SQUARE DRAIN II b //z " UN/STONE 1NLET-- /4 ,P/M ELEV. --� d I d NOTE FIELD AOJU57 d1, 4. d . G u a IN ej r W a ' 2 - x4 DOWEL 5 z — — — , @ 61' C -C VE e T/CAL l /(NEW) — I pvl� \ 0 — � I a • f , U RcP— ,> I 4 - #' 4 BA R5 Hoe/Z. lv PLAN - NEW /4 " x /4 " GRATE FOR _ Z �. o As SHOWN EX /.STING D,PA /N INLET 5CALE / " _ / '- O " J Fm R Q a w _ cn /NV ELEV. o o No a • PLAA/ TEIC WALL TRENCH 5 /DE No No v a ° �• a7 ° � c7 o SLOPES VARY :Z- : 24 "�MAXIMUM DOSE CAST IRON GRATE LIFTS SETWEEN � COMPACTION • 5q /2 " SQUARE r7 " NEENAH R- 45I/ OR . PPROVED EQUAL AST IRON ANGLE DIA . t I!o " MIN. RAME W/ ANCHOR _ DIA . t 24 " MAX . 5 SEC 7-/ 0,V - NEW /4 " X /4 " DRA /N INLET UGS, NEENAH •P-4699 HOLLAND STONE SELECT SACKFILL rN ( : HF( :RF:I ) . OR APPROVED EQUAL SOLDIER COURSE COMPACTED TO 95 `/ n SCALE P - O " z /4 " 5QLI4RE 3" UNISTONE OF MAXIMUM DEN5ITY� REVISIONS �a + { C I a I N 0 TRIM ELEV. RCP 57-OeM \ V a DRAIN PIPE v . . IN 0 ° ' v No No •' -c — - — — — �� G y FOUNDATION GMATAT E r /�Z " GL2 MAXIMUM EDEN.5/TY % OF 05 BAiPS @ /z', C - C /z SQUARE BOTH WAY5 ? SEC T/ ON - 5TO,RM DRA /N PIPE EMBEDMENT S S � SECT /ON A - A NEW GRATE AND BACKF/LL NOT 7-0 scALE FO,P EX/STING INLET SCALE : /%z " = / ' - o "