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ICJ EAD SKI ER BRI D � . . . . , NSH � E r / �����`�° �� �" Pedestrlan R�� Elevat�on � J Vail Resorts Development Company ��D1MV OF VAIL ,���,,.�,R� ���'�" ��"�`" �°AR� Maxch 17, 2004 Va.il, Colorado �.u-. �. _ 3-1 � - oY _ . - WG FINIAL B i0'-0" T'1'P.. 5,-0„ 5,_Q„ DIRECITONAL S"I�P IdGHT WEATHERING ST"F.EI. (10'-0" O.G) STAII�TLFSS STF.EI. POST H.�2.TDRAII. _ b L'�J I - _ M � , _ - . . " . � , . .- . -- -- - " � - � _ . _ �� e TOP OF DECK C , – � W'EATHF.RIVG STEEL WOVEN DCIRE � WEATEIF.RING ST'F.Fd . � BEA?�i � WF ATHF.RI'_vG STEEL POST� �--_...__°�._'__e___— --.__. s � � Q � _� Q _ VL'EATHERING SI'EEL ARCH -'--�___ � � FINIAI. IONSHEAD SKIER BRIDG � � � _ � � � � Pedestrian Railing Interlor ,� Vail Resorts Development Company �����"�� ��` �`� March 17 2004 ARCHITECTURE ��,� �� ���� � Vail, Colorado �'�N ��`� ����� ��`"�`, � 3- .(� -..�_`!._. , � � , �\ % , . ,.� , 6'-0" PEDFSTRIAN WALKWAY � 6'-(P' PEDFSTRIAN �UAI.KWAY �;• WEATHERING STEEi. 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(TYPICAL) ��' '- ` ' ' __ ___ _ , - - _ _ , , _ - - � -_ - �� � LION SQUARE � COND0;�4NIU�4,S � , '. ` `. ` , X , � IONSHEAD SI� IER BRIDG . _ . � � Slte Plan and West Elevat�on � Vail Resorts Development Company ARCHITECTURE March 17� � oo� Va�l, Colorado � 2 3 58�-0• 35'-Q' ' I � I 9'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9�-0' 5'-0" 1Q'-0" GUARDRIUL POSTS AT OBUQUE VIEW 4'-0" 5'-0" 5'-Q' 5'-0" 5'-0" 5'-0° 5'-0° 5'-0" 5'-0" 5'-0" 5'-0' 4'-0' 4'=0" 1 '-D" 5'-0" 5'-0" 5'-0" O.C. 7YF, I � STQNE CAP B" THICK STONE 6", NATURAL STONE �ONE CAP AT FACRH 05T VENEER B" 6 THICK 1 _ I MINIMUM HEIGHT � _ - - - - - - - - - - � �i - - r - - - - - - - - - - _ _ - - - - r= - _ - _ - - - _ - - - - - - - - - _ - - _ � � � � r � � � � � - _ � _ � - -z r _ � � � � � � � � T r � � � � � � � I O - - - - - - - � - � � - _ � I � _ ' - _ - _ � - ' i_ ' T ' - �. - - - - ' I J � - - - - - _ - 1 � I � 1 1 � _ _ - � , N , - - _ - � O ' � . z �NTEGRIU_ CiQLAR� � - FlELD COURSE FlELD COURSE _ _ � C.I.P. CONCRETE BEAM BEYOND, BASE COURSE - � \ VENEER B�NE WKRIRAL SfONE � / t TM�H NATIJARAL $TONE� � INTEGRAL COLOR, VENEER 8 / NATURAL STONE — - C.I.P. CONCRETE FACfA MINIMUM HEIGHT, — � � VENEER 1 '-6" �� UPPER BASE COURSE MINIMUM HEIGHT, „ — RE. SHEEr 5007 MINIMUM HEI�HT, - 8' THICK BEAM, N1tTH NANRAL CLEFT 8 THICK _ AT WING WALL HIERARCHY OF STONE HEIGHT AND � N NATURAL STONE FORM LINER.. STNN CONCRETE INTERMEDIATE COURSE _ — AND WING WALL PYLON, TM�CI<NESS ON WING WALL IS _ � VENEER 1 '-6" TO MATCH NATURAL STONE �N� ��E _ 8" THICK SIMILAft TO ABUTMENT WALL �o MINIMUM HEIGHT, VENEER 1 '-0" _ _ LOCATED UNDER BRIDGE - � AT ABUTMENT PYLON, MINIMUM HEIGHT, 1 N 8" THICK B" THICK o I - i� � - - I � � UPPER BASE COURSE, – LOWER BASE CIDURSE NATURAL STONE _ _ NATURAL STONE VENEER 2"-0" — VENEER 2'-6" BIKE PATH MINIMUM HEIGHT, o _ _ MINIMUM HEIGHT, !►T PIER �PYLON, � _ _ _ (SEE CML SHEEf C005) g THICK iv - SCRIBE STONE TO SECONDARY � �2„�TIiCKE� �� � _ CONCRETE POUR OF � � — BASE PU1TE CONNECTION N _ (SEE 5020) � LOWER BASE COURSE I � NATURAL. STONE MINI�FAUM HEIGHT, HIE�RARCHY OF STONE HEIGHT AND AT PIER PYLON, THICKNESS. ON WEST FACE OF PIER 12' THICK PYLON IS SIMILAR TO OTHER 3 .SIDES. APPROVED BY THE TOWN OF VAIL I O N S H EA D S I� I E R B R I D G DESIGN REVIEW BOARD � DATE: ` I 7 dN • � / Enlaxge�l West Elevat�on � � V a i l Re so r t s D e v e l o p m+e n t C a m p a n y PLANNER: � � . Maxch 17, 2004 ��H�r��f Vall, Colorado fi" X 11 " FINWL, 6' l( 12" FlNIAL 1 ASSEMBLED FROM STEEL ' � SPHERE AND 1 /4" STEEL PLATE � 6" X 6" STEEL TUBE 6` X 8" STEEL TU9E . 6" X 6" STEEL TUBE Z W/ ROUNDED CAP � ' 1 1 /2' X 1 1/2" 4' X 10' FINW., 3� X 3' STEEL ANGLE 3" X 3" STEEL ANGLE �� qN�� R 8' X 6" STEEL TUBE �i W/ CROSS ROUNDED STEEL CAP � 2" X 2" STEEL TUBE 1 /2" STEEL BAR STOCK, �0 1 /2" STEEL 8AR $TOCK, 8" X 8' STEEL 7UBE 8" O.C. VERT, AND HOR., 6° O.C. VERT. AND HOR., ALIGN VERTICALS WITH . ALI6N VERTICALS WITH BARS BELOYY `O BARS BELOYY 2" X 8" STEEL TUBE 2" X 6" STEEL TUBE l 1 /2" X 1 1/?' STEEL ANGLE � I 1 1 /2" X 1 1 /2" ' � STEEL ANGLE � 1 /2" STEEL BAR STOCK BALUSTER, 2' X 4' SS CWWNEL, 1 /2" STEEL BAR STOCK BALUSTER, 1/4" STEEL PUTE STIFFENER S" O.C. HOR., RE: ELEV. �4 FINISH RE: PLAN 3/4" PAINTED MEDIUM �N I DENSITY FIBERHOARD (REMOVABLE) ' . P� tO 2" X 2 1/2" SS CHANNEL, � iv �4 FINISH 2' X 2" STEEL TUBE 2" X 4" 55 CFUWNEL, 2" X 2" STEEL TUBE 1/4' STEEL PLATE ASSEMBLY �o #4 FlNISH I ^ i i 3'-0" SNOW LE�/El 1 " STEEL COLLAR L J 4' X 6" STEEL TUBE � � �2• X � � �2• (BEYOND) 0 4" X 6" STEEI TUBE STEEL AN6LE FRAME � 1 /4" PLAIN STEEL WIRE, „� 3/4" PAINTED MEDIUM 1/4" PIAIN STEEL WIRE, 2 OPENING, DENSIIY FIBERBOARD (REMOV LE) WOVEN — SCALP 2" OPENING, 2" X 3" STEEL ANGLE, WOVEN — SCALP 1 /4" STEEL PLATE I-W..F CIRCLE FACE, 6" LENGTH, ' O 5'-0' O.C. 4" X 6" STEEL TUBE i � � 4" X B" STEEL TUBE . � • . . . . . � - Z a . . .<� . • , •. STEEL PLATE, � � : . . •<-. l. , . . k•�. - •• . Y . _ , . ' < . < < '. • STEEL PU►TE, RE: STRUCTURAL D4VGS. ° - � �. �` i' . ��! . , .. � � ' �,. � , . i . � . �• � �' ` � RE: STRUCTIJRAL DWGS. I ; 1 /4' STEEL PLATE t /4° STEEL PLATE CONCRETE DECK, RE: STRUCTURAL DWGS. 1 /4' SiEEL PUTE A$SEMBLY I STEEL POSf ATTACHMENT TO STRUCTURE, RE: STRUCTURAL DWGS. STEEL STRUCTURE, RE: STRUCTURAI. DWGS. _ R '. ' g Elevation �;:=3__,...,____.._______ Scale: 3/4" = 1'-0" -t _;�____ _:t_ =��- _Y.�wt,: 3" X 3" STEEL ANGLE 8' X 8" STEEL TUBE , y 5'-0" 5'-0" R • ! ng Section 9� s� sn 6� s� 6� s� 6� 9° 1 /2' STEEL BAR STOCK BALUSTER, RE: ELEI/. 6" X 30" FINIAL� Scal� 3 4" = 1'-0" : ASSEMBLED FROM STEEL � SPHERE AND 1 /4" STEEL PU1TE o e a� s e o s ■ o s a - e N � , m 4' X 6' STEEL TUBE (�-�W) 1 1 /2' X 1 1 /2' 6' X 6" STEEL TUBE 6° X B' STEEL TUBE �� �� 2' X 2' STEEL TUBE w/TOP ANDIBOTTOM W/ CR05S ROUNDED C1►P. TYP. 1/4" STEEL PLATE 1 1/2' X 1 1 /2' JSTEEL ANGLE t /4" STEEL PIATE ASSEMBLY, Re: E�v. R ' ' g Plan Scx�la 3/4" = i'-0" , I 0 N S H E A D S K I E R B R I D G APPRO,�o BY �E � , TOWN OF VAIL ��er R ' ' Det a i l ■ ,1 Vail Resorts Development Company DESIGN REVIEW BOARU � ARGHITECTURE °^�� 3 " � �°`� Max�h 17, 2004 Va.il, Colorada P�NEti A -� 6" X 1. 1 ' FlNIAI., 6" X 6" STEEL TUBE ASSEMBLED FROM STEEL 2" X 2" STEEL TUBE W/ ROUNDED CAP SPHERE AND t/4' STEEL PLATE w 4" X 10' FINIAL, 6" X 8" STEEL 7UBE Z 'I/2 STEEL @AR STOCK, ASSEMBLED FROM STEEL o ' ALIGN VERTICALS WRH SPHERE AND 1/4" STE0. PUTE �j � BARS BELOW 3" X 3� STEEL ANGLE � 4' X 10" FINU�L, , 2' X 6" STEEL TUBE � �o � 1 1 /2" X 1 1 /2" !'-'`} STEEL ANGLE ----------------�.._� • 1 . � 1 /2" STEEL BAR STOCK 6' X 8' S7EEL TUBE I �"�' �� '�"""-�r~- � ,� �� � 4 8" X 8" STEEL TUBE 2 X 4 S5 CHANNEL, BAWSTER, RE: ELEV. •� �� ,, � �_--��.,��i j' ��� .._ -�{ � I � ����—=��� � � ( � _ _.`_',r".°,� ��— , � � ._.. 3/4" P/UNTED4MEDIUM i � � �` � �_�` '�==�i � �� j s �,�i�' �1�i�• �� � � � " � � � � N 1 1 4" SS PIPE HANDRAI �� � ± � 1� I�'- �~ -� -� � I DENSffY FlBERBOARD (REMOVABL� SU PORTEd O 5'-0' O.C� �'�°°���__ ..-�!� ��._,.�� _ I' I� � � ' � �� I� � 2 X 2 1 /2 SS CHANNEL, � ' . i - ,. �-- --�-.-_��,__ � � I 3 : � BY SS STEEL PLATE ---.,--.__ �4 FINISH PLA B P = I, �� ,, �, i �;-•--- �--__.;—.�-, j I .__.� 1e .� ._ _.._. � : � �--,� _ , 2 X 4 SS CHANNEL, Y X 2" STEEL TUBE � I� 'i •� � ! w w i {t �i i I � . � !I 1` j °�('� 4 FINISH . PLAN A � �= i � ,; � ? � � y , �j �� , r y f� � , � i 1 /4" STEEL PLATE STIFFENER y � �t �: �� ( I � ji �� �) � i ' I {� [! i� �� !� I �" j� � 7 . + E � � ! � � i .� � � ' � � � R� ,.• X 6" STEEL TUBE � �' �; �i �� �; �j ;� �i �1 � : � � f 11 I� �� � �I � �i � i � i � 3�-0° SNOW LEVEL r° � BEYOND) � { t !� y�4 �I II �i ;t iI � �j �( i� ;I �� �J �; �1 �` : � !� � i u f � � _L._.. _�� � i �i �� � i i �i ,!i �; 'd II 1; �� 1� ii I ..a .._,..li�..�1....�7�.�__'i�_____is(—' � ' I t�.�1..�..__.il___"�.�. ii f , �� � ! ' I t 4" X .6" $TEEL TUBE ,.__, _._ .__.__ _n. _ _ _.__ ? �._ � ____.._� --�u�� � 4° X 6" (6EYOND) .__,. __-__�- _._. -_._... ._...--d_.__ � - STEEL TUBE o 1 /4" PLAIN $TEEL WIRE, 1 ' �� �� � � �" . 3 " P/UNTED MEDIUM 2' OPENING, - 1 /4 5TEEL PUTE ASSEMBLY i•� 1 /4 PLAIN STEEL WIRE, WOVEN - SCALP . 1 1 /2" X 1 1 /2" i i DENSIiY FlBER OARD (REMOVABLE� 2 OPENING, $TEEL ANGLE FRAME � J 2" X 3" WOVEN - SCALP � STEEL ANGLE, a � " � " � HALF CIRCLE FACE, cv STEEL /WGLE �FRAME 1/4 PUIN S7EEL WIRE, 8" LENGTH, '�' 2' OPENING. O 5'-0' O.G. . `� � 4' X 6" STEEL TUBE ,. : MIOVEN - SEALP . �- . + F `• ' � � ` �� ` � ` f � ' '� .� h z' • � : .� � "- , . " ! � � . : . ; . . ;` ! : .4� . :. R , '• �� ' t .. % • •r,� : • . �.{ • � • STEEL PLATE, I A � � < . j � � • 1 . .� • K ! C : � ; � . . . Y • ' ' ' •f ' ��` RE: S7RUCIURAI. DWfS. 4" X B" S1EEL IUBE 1 /4" STEEL PLATE � STEEL PLATE, _ � RE: STRUCTURAL DWGS. �0 ^ CONCRETE DECK, I RE: 5TRUCTURAL DWGS. 1 /4' STEEL PLATE � STEEL STRUCTURE, 1 /4' STEEL PU1TE ASSEMBLY RE: STRUCTURAL DWGS. errrri eynii inr� �nr R ' ' g Section R ' ' g El�vation .__ . �------- -�,-� Sca1G 3/4„ = 1'-0" 5ca1� 3/4•• - 1>_�,• c�_� .._.._a..- ��...�_�.. 4 1J4" STEEL PLATE ASSEMBLY, RE ELEV. 5-�" ' F 5'-0" STEEL2ANGLE � i W/XSTEELTFlNWS • 9 " 6" 6" 6" 6" 6" 6" N 6" 9" o TOP AND BOTTOM 1/2` STEEL BAR STOCK 5'-0" � � 5'-0" 3' X 3" . BAI.USTER, RE: EIEV. STEEL AN6LE N : orp o a e e o 0 o e o e e s o o e e o e e e o e ■ a s �O fV a s � �' 4" X 6" STEEL TUBE (BEL01N) 1 /4' STEEL PUTE B' X 8` STEEL TUBE 1 1 /2' X 1 1 /2' STEEL TUBE 8` X 6" STEEL TUBE (BELOW) W/ CROSS ROUNDED CAP, TYP. STEEL ANGLE � � � �2• X � � J2� W/ CROSS ROUNDED CAP, lYP. 4" X 8' STEEL TUBE I STEEL ANGLE (BELOW) R ' ' g Pla� B R ' ' g Plan A ScalG 3/4,• = 1'-0" Scwl� 314„ = 1,_0" APPROVED BY 1`NE TOWN OF VA(L � I CJ N S H EAD S K I E R B R I D �- DESIGN REVIEW BOAR[� � J oar�: 3 ` 17� �`� . . . . . pLANNER:�..=. .. Pedestrian Ra�l�.ng Deta�. ■ J V a�l R e s o r t s D e v e l o p m e n t C o m p a n y ARCHITECTURE V a i l C o l o r a d o March 17, 2004 , �/' �• o' o �o � � � o" 5 ' � � � =� � � � 0 � � � APPF��a':�'_ �: : TQ�fi'� ti DESIGN �iE�i � . nA�: � f ?-o Y PLANNER:.=L6�._ - ._ . _ . � IONSHEAD SI� I ER BRI D �- . . . . � / 1�:��tlir� Isometi-�c View � / Vail Resorts Development Company g �G"'�"� Vail Colorado Max�h 17, 2004 � F 0 No. 5 REBAR � � 1 y s! ' p" \ '� '°� � ASSOCIATION, MC. � � � � ; ' , � I � TH ALUMMrUM CAP � I � • ` � �`, `� APPROX A7E tqc,rTION � ♦ EIECiF21CAl F�SEAIENT • / / L.S. No. 27V58 I t _ _ _ _ __ 1 � � � �; � ` \ ' � �OF V.R. Fl ESIDEPTUNNEL �\ �+\+�\'°'•• +� {REC. No. 75Q938) �� � � �g / '1 ' Y�R ♦ �, � L6 Z , _ - - I- - - -f- - - -- -� I 1 _ �1 � � �,��� � � � �r��:� �,; �'.4CL�' BAl�iV � � / /"'` /sEwE �µHO MH - - - - � � � � � r �F � `•., \\;\�'•_I �� �o° � ♦ �� � \ CONI>OLA � • /�+$ �aM e v - ei i 2 ' . / �' �. '� � � � � �� �� . , ♦ � � �s INV IN ( ) = 81 .9� �p / •� `,,. I � � I FOUND No. 5 REBAR � i �� � „ I � � \ r I � \ � y ♦ � • � � INV OUT I ) � 8 2. � / �'�, ,,{��,'1 I ' �L�p 1NTH ALUMINUM CAP `. �\` �I �yY'a- � °�.(� I � �� \ � ♦ O' �f I `K I � - - - - - �'°°� �❑ _ l.S. No. 27958 � \ 1� ��`• 1 � � � � \\ % I � � �' � I� I �,� , m� �- - -- - - - --- - � � - -°� ' � � _ _ �� p � �Y' '`" 20.0' I � \ \ \ \ \ � `/� j� / � � � �' � � .`•� � � / \ � J � � � � I I / ,� . ,r � � � �. � � --v.rr: fleEk aanc L � � �� y • � � N17'45�28'W ♦ . ,`�. � LION SQUAR�' I :;�li , ,. � � � � _ ` I , a� 37.49• / � � �� � i >=.X�' ;. ;� ► CDNIJOMINIU.1fS \ � i�� �,1� � ` ' tl - � � � y �1-,�� -� � � ` � / 5 , � \ u � e � I � ' � �r . i .- �. /,s �� a � �,u � � ' / � < ,. �� a� S �� •:�`�, ; � unurr nNO \ N '�, ,E`� i�t�� , ` ' - dr- °' �1 6 � ;� � g ` ' � � GRAPHIC SCALE � � `.; � DRAINAGE EASEMENT � , 1 ��, w C r-� -� � / / „ CROSS HATCHEO AREA - „ j - s� ! i / � 30 0 15 30 60 / I T A;.� � � > > �,- y i ,� , , . � ` � w � - - - - � '� a ~ '';% �,� s�' I � �t' qs � \ �� � '/� ° � - - - ' ,, � - - - � � �+� L ,���� 1 � / _ J � ,i � . � � � ,, .> � ' o , �.+ . �, � � \ �x `{���� I a 812 ` c3° a � �100 ..� , �1 ���,.�"�f �z;i . , ; : \ � i � \\ / ( iN FEE7' ) „ : " ' ;; t � � , :i. � , 5 / i� tING �; � Y� � �. �:. \ i 1 inch - 30 ft. x � • , ` „ I � r� , t � � � �- � l �^' FOUND No. 5 REBAR VNTH I,, ` ` ` � ! ` , � �- ' � \ / " \ • �` y � ALU�IINUM CAP ����ND FlBQt OPTIC L1NE FWND No. 5 REBAR N7TH �• �' ' / � - _ , % ' \ k J , , / `� \ ; \ , � / � ` / j � / � IN 7HE VICINITY OF BIKE PAiH � . -00 s� � 5 / ' ' _ / / � i \ / �' � LS. No. 27958 UNABLE TO BE LOCA7ED ALUMINUM CAP �.� . ►, ,.: � R � / � � , 1 LS. Na 27958 ■ \ /K � ` � � �'� �- � '� \ , \ � SEWER MANHOLE NH 0500 I . ,� `; /�, � _� \ �. ` ' � I FWND No. 5 REBAR : � � i / ,;;� ` � 'x. RIM = 8106.4' �. 0 � - " '"`- - � � / � '� WITH ALUMINUM CAP � � � � � ;' ` � ' 24' INV (E) � 8097.2 � � ., / '✓ . / � _ _ �.'; 1� , '„ LS No. 2658 � � \ o za� iNV (� - aoe�.o' � ,. � s � �' i i � � �� � � � � , ; o �. � ,i 1 r/ � � � \ �,- ,�, �sr� �"° 'ti �s ; ' � - / � ��j1 �'� ' �r � / ,-� ;: ; ' '` / � ' / , / LINE TABLE �'ti � . / . /i r Mnr� � , +a'� -a70 -"�' -L7O -s � - u ' / � 5' ` � � � ��+ � � R� = 8107.5'� MH � `;8 � LINE LENGTH BEARING ti, � � �, � _s`' -e'° --�° - , . - s J� �.. ,.; i � NY N1'S NY6 T A \ A 'S�/ � ' / '' L49 �o� UTIUTY EASENENT s � - \ �o ■ � � za� iNV (E) - eioo.3' / / N S --NYS -NYC �M1'S --NYf � � �i" � � / L2 69. 28� 69. 38� N10'47'48"W G7 / / �pS � 24 � INV (1!� = STBII:;` � � xrs ,� s xre -rrs -Nrs -nrs -xv.c -ers - � ' / � � '_ ` �o' unurr E�a �- � ■ i ' � I � L5 48. 21 ' N�0'00'00"W � �� / 55.00� N90'00'00"W - � WER'µ1(NHQL H � � `. � � • 4 � I I \ L6 3. 21 ' N00'00'00"E _ - - - - - - �-.i / � �� �o• � ' �., -��� ry , � % ;;;� ' � ' TRACT B ' � / - � �� SEWER MANHOLE MH 0440 �J 4' I E� ' $ff99.1 � �F'� Ot � �' _ . : � , i � L31 26� . 7$� $�4���J� �J3�� E � � RIM � 8105. 1 ' 0 24� � = 0 • \� �/ / � g�qU'" :-..�`- r ' � .if O y � _ • 20� DRAINAGE EASEMENT o � � � "" = k / � / I � VAIL/LIONSHEAD SECOND FILING) � n± � � � fOUND PIN AND CAP L3Z 401 . 79� S64'36� 10��W HATCHED AREA 24� INV (E) � 8097.9� I / ��� V � 8 \ � / '� � i���. �/ - � I � + � - T1 �v LS. No. i6B44 L36 153. 50� N11 '32'35" E � ) 24' INV � 8097.8' / , l\ ' i . ' �� E �� � � I 82 55 N49'55'OB'W - 1 .18' ` / � / .'�, �.1r � ` � N L37 8 00' N 5'04'05°E � `"%i� '� - `/ , I �p0 FROM LOT CARNER UNDERGROUND FlBER OPTIC 11NE EXPANDED LEASE PARCEL � ' �;tiQ]� - � � '� " �3$ 158. 00� `i77'43� 25"E �N iHE VIqNIN OF BIKE PAIH �` / / % =� . , .f , T � � F�� � � L39 59. 50' N 4' '05" REC. No. 744471 ) � UNABIE TO BE LOCATED � q�� ,,; -il � .j �'�"-• ELF n = 8102. ' � r-i I � fWND 11 .0� W.C. (HATCHED AREA) � ,_�:- � � �;l�;�. �0 No. 5 REBAR L40 211 . 66' N46'52' 35°E � � yC�. � � �5• WIiH ALUMINUM CAP . � ,:, TRACT A � ' ° � � L.S. No. 27598 L41 73. 88 SO4'OS' 53 'E ����' � \ � r L .:i;? 'Y;� / � j L42 87. 00' S40'Q9'05" W �s ,� �J�� ( VAIL/lIONSHEAD, FIRST FILING) / '�m $ �R � i � FWNDLPSNNAND68AP L43 70. 51 ' N04'05'S3"W r4isal. '�' / ➢� = 3' � 5 1 .2' FROM LOT CORNER ;,,, , ��-� L44 137. 96' N54'07'02"E \ e„ fWND No. 5 REBAR NA1H ` i ; �^ � 'y � � . SET No. 5 R�AR MATH �_ rEU.ow a�nsnc cnP :j��A s �� � � � �I � ALUMINUM CAP 4 125. 51 ' S68'33'27" E \ '��� L.S No. 27958 � � �;:�, . . Q 1..5. No. 27598 46 . ' S45'25' 25"E I � G � ' M, : �� � � � �^ � �lc� �/ � � .� f���` , � , ` , : � � L50 25.000, 5023812°E � ` \ � � . � � � � ��� ��� uFr TOwER L51 120. 00' S87'21 '48"W FOUND No. 5 RE nR v�n 4 J' � d o,,o ' , , ,�^� l i � � i�� L52 154. 36' N04' S'S3"W YELLOW PL STIC CAP `4� / / / L. . No. 2658 � / ta i f ' =: � � I!i � st2o L78 101 . 50' 104. 76' SO4'05'53"E � � '� ' %; �!;i� . � ; ' � L79 130. 25' N04'04'57"W 4i , �, i, :;a; ( I � CEN NE OF \ _ � � � � �r::/ � � �T i � u� NE L80 57. 03' 56.62' N69'54'41 �:E \ � � �.F _ �� '��� / � ; 1��� � � I � � � r ,, . ND � D IF � UNPLATTED L81 70. 62' 70. 06' S46'52'35 W \ \ � � � ��� � / � � � �� �' � `" � 4 i � � � TOWN OF VAIL [X. XX'] DENOTES PLATTED � w ,�� g � � APPROJGNA FLOOD PWN � � � � !�. ''�- ; I � 1/ � � � I� / , --'- ! ' / � � (RECEPTION No. 720888) \ APPROXIAIATE 50� \ � � ACT �y � � � � , i � � .. :=;' �' . � I / /F STREAM SETBACK J"•� � � . '�� : '� \ I I 3 � � (VAIL/LIONSHEAD, FIRST FILING) � \ „ � � � � J , 1 � j ! m F � � nl'Yr . ' A . �i�^ _ _ � - ��sr � I ur , ` . � i � GNRA NO S .. _� � � �. i' \ � � �D m �;� � � - T �N �pE � � � 1 DAiE OF TOPOGRAPHY: FALL OF 2001 THRU SUMMER OF 2002. UPDATED APRIL 16, 2004. � � , - c� � � � \. , � �. : � � w 2 PROJECT BENCHMARK: HARN CONiROL POINT 'SPRADDLE'. ELEVATION = 8287.82' (NAVD 88). � �� " _ \\ / // I ..� �i/ I e,`O �. I I MP HOUSES � 3 PEAK LAND SURVEYING. INC. RELIED ON UND SURVEY PLATS DATED FEBRUARY TO JUNE 8 1 \ ,,,, �� � _ � OF 2002 BY PEAK IAND SURVEYING, INC. FOR iHE BOUNDARIES AND PROPERTY LINES - _ - � / so� I � I SFIOWN HEREON. 81jO . � ' � I / � 0 4 � W �_ � i TRACT X � 4 DINENSIONS SHOWN [100.00�] ARE PLATTED DIMENSIONS, ALL OTHERS SHOWN ARE � � �'�,� 1 � \ ouTnooR r�c�nori/ununes � AS MEASURED. 81?p / Tc�ry� OF � � � 4.226 ACRES N 5 ALL UTIUTIES SHOWN HEREON WERE FlELD LOCATED BY UNDERGROUND LOCATOR, INC. � / � V ELEVA � 812 � � \ V PEAK LAND SURVEYING, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN OF FOR ADDI710NAL UTILITIES NOT SHOWN. AI.L UTILJTY LOCATIONS ' \ ILD / � � � � � F SEWER MANHOLE NH 0180 SHWLD BE FIELD VERIFlED PRIOR TO CONSTRUCTION. 8�� 0 � � � RIM � 8131 .40� � fOUND PiN / � � / I 10� INV (E) = 8125.15' � 6 FLOOD PLAIN INFORNATION SHOWN HEREON BASED UPON THE fEMA FLOOD INSURANCE STUDY .S No. 16844 10 81(� / / I � � � �F 10' INV (Y� � 8125.10' Q FOR THE TOWN OF VAIL, DAIED NOVEMBER 2, 1982, PANEL NUMBER 080054 0002. � EA � 7 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF 7HE SUBJECT PROPERTY FOUN AND AP ( a A) I � U� TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHiS-OF-WAY OF RECORD. NO TITLE POLICY LS No. 44 � � I � u OR COMMITMENT WAS PROVIDED TO ESTABUSH THE EXISTENCE THEREOF. � 3.50 -. - 'w / / � �' 10' EASENENT ~ � s � � - '� � W- W E (BOOK 197, PAGE 471) 8 NO110E: 5•1 � • ' � _ - - _ _ _ _ 7•48 - - _ _ L _ _ _ � ACCOROING TO COLORADO lAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY � - - � - - - - - � - � � � - - DEfECT IN iHIS SURVEY WITHIN THREE YEARS AFTER YpU FIRST DISCOVER SUCH DEFECT. _ _ - - - - - -°► - - - - '^ �1 � ��.�591.7 - - - - - - 4 .4 • N 00' � 10. � ' - - � � � `� - - -• R - - - - - ���` -°` ="'r' -"�c -KY3 -xrr --�s - rs -N - - - - - - - - - - - - - - - MORE THAN TEN YEARS FRON THE DA'TE OF CERi1FICATION SHOWN HEREON. E COMMENCED N81 'S8'3YE 0.53' - � � - - - - � � � ' - 7" 81 - - -- � .� - - '- - - - - - - rs irvs -nrr -erx ---�'�'s - _ _ IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN HI U Y s -' ��c+ �'u� -- � r.- - / N60'S3'47'E 24. � � `JO �- '- - - - - - - - - - - - - - - - - - - - -�s =rra -- � 150.1= u� - av � �� ua - ° . �c�i � . �. �'". .i I \ o � I iR` i � � - � �LL� - - � � � � l � F I 1 .�. ' E � � n � 0 ' � � � � � � _ � _ _ - _ � � � g� . t� � � � - ` l ` � w � �V I+' 32.55' � G�• �fi a ' i � - � N26'44'38'W - 22.80� I � w � I JO�NT ORAINAGE EAS�MENT 1 � 1 � _ _ - - - - - LOT 4 ;� < W 3 � cs►,noEO �aE�� � a � � �, �, � / m� o � a � I o / � I � � �,y � � � � Q622 ACRES � Z � M I N60'S3�4�'E - 68.2�� N F y� M/WNG EQUIPIAENT � � � I � TOV UTILITY EASEMENT SEWER NANHOLE MH 0200 I � � � I I � � �� � SURVEYOR'S CERTIFlCATE � / � RIU = 8140.86' 0 � / I / / � � I 10' INV (E) = 8122.86' � Z � � w INDICAiES WETLANU DELINEATION I BRENT BIGGS A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF � � � � � . 10� INV (Nn - 8122.68' I N I 612 � : � � I � iHE $TATE OF �COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS / , FIRE iRUCK ACCESS EASEMENT 6� DROP INV (SE) = 8133.9r m � 1 MADE BY ME AND UNDER MY SUPERVISION, AND 1HAT THE MAP IS ACCURATE AND � ' ' (HATCHED AREA) N90.���.W I O i LOT 3 1 � N _e `\ � °r CORRECT TO iHE BEST OF MY KNOWLEDGE. � I S' � , N00'00'00"W - 10.00' 25.00' � � 0.664 ACRES I� � � � � I ' I 9.5' WEST CABLE IJNE pA�. � I t 8 4? 52we _ -� 13.0� � N60�DO�OO�E � I (PER VAIL RESORT AS-BUILTS) / - -- ------- � BRENT BIGGS p � � . . � 1$4.62• S50'38'34'W - 12.68' P ) 17.05� 1 � � � � �„� � � COLORADO P.L.S. 27598 o p0 RE�j FOR & ON BEHALF OF I ' ' � NOObO'00'W � � I 9.5� EAST CABLE UNE �p�P ,... SjF. PEAK LAND SURVEYING, INC. O � I I o I 20.�' � � r� (PER VAII RESORT AS-BWLTS) V4 �.•�T B%�•. � ' o � � O �� � � "` � • zs.00• � ao.00' � � z i � c 7 17r U S�� �04 za�'�'� � �� i � '%ll� �'ji ;� �I TENNIS (AURiS Ls �' 10.020.0� 1 ` I'� r Tp � �C�s� i (lc� �O/�� i� �0115 JGf� I/. LS. NO. 16827 � FOUND PIN AND CAP � ' $ � + ��/j / J � :, . � ' �� , �// I � / !;. . �I J � HRE 7RUp( ECCE55 EASEM �D r I \°+ 'I ' ' 'O UQC� ��I �I11 �Q / [ v�r^ PlAI �I uA� BLOCK 4 ��/�NAI LAND ' . � 621 , � LiONSHEAD SKIER BRIDGE EXISTING CONDITIONS � 1� LOT 2 � o _ - _ _ - - - - _ cV y y `� � i eno� C�an ;,��en 1 ,��1Sf�u<:fror� �5 VAIL VILLAGE , O , ,; I owE PH e � � i � f �� � \THIRD FILING A PART OF TRACT B AND D VAIL/LIONSHEAD, FIRST FILING, � � TRACT B VAII./LIONSHEAD, SECOND F7LING AND , .�, � a.see �aES 15 57' � I � l.pM� IC �Iq • TRACT X, FOREST PIACE SUBDIVISION , gl5p �7 � , A - \ �' � - - - � ' � � \ T01fN OF VAD., EAGLE COUNTY, COLORADO PEAK � LAND CONSULTANTS, � �INC. ` �� Pu�� � a,6� € x I � � a (� �,� D� �(l � � �0� � � _ , - - � - L CA UNE PEAK LAND SURVEYING, INC. PH t I � C�� 970-476-8Wa fAx 970-476-8618 � I I � � \ DRAWN: JF REVIEWED: BB SHEET 1 of 1 i000 ua+•s w�cE �ooa va�, co a+as� Eq ., s DATE: 04�16�04 PLC JOB�: 1295 � � _ � � , � 5 � f I�AIf�'��! ��If�� A � � � � IIA�I�IE � 9 Ili� � e PLANNING and COMMUNf�'��'�VELOPMENT � , MEMORAN � C� M[ 'd'O : Warren �ampbell FROM : 'd'om �e•aun CC : �ill Ken�nedy DA'g'E : Apri130, 2004 RE : Skier Bridge The attached topographic map entitled Lionshead Skier Bridge F.xisting Conditions dated 4/ 16/04 depicts existinb conditions prior to construction of the new bridge . This map establishes "a baseline conditions" to be t., sed to confirm post-construction final grading within the floodplain is unchanged . Thanks for your ongoing assistance with this project. , „ � Edwards Village Center, Suite C-209 Ph. - 970.926.7575 9 0105 Edwards Village Boulevard Fax - 970.926.7576 Post Off ce Box 2658 www.braunassociates.com % Edwards, Colorado 81632