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HomeMy WebLinkAboutDRB140567 Plans Approved0' TOWN OF VAILC Received By Carolyn Godfrey at 2:36 pm, Dec 16, 2014 DRB140567 Lion's Square Lodge Breezeway Bridge Vail, Colorado 12 December 2014 [hrI MELICK ASSOCIATES INC 0 rowru OF va Design Review Staff Approval By Warren Campbell at 9 :28 am, Jan 30, 2015 SCALE: ALL DRANIN05 ca1/4" = 1' -0" (U.N.O.) DRAWN 5Y: BRUCE 5ARKEY FOR MELICK A55OC I ATES CONTACT NUM5ER. 303- 534 -IQ50 Tcn V 1 W u U 8122' 81 14' 8124' 8124' 8120' 81 18' 8112' 8110' \ 8116' 8106' \ EXISTING SOD TO 8108 8125 EXISTING ASPHALT BE REPLACED WITH WALK NEW ASPHALT 8125.5' \ W \ NOTES: 1. PROVIDE DRIP IRRIGATION TO NEW SHRUBS UPON INSTALLATION. 2. MODIFY EXISTING LAWN IRRIGATION AS NECESSARY TO PROVIDE IRRIGATION TO NEW SOD. W \ n EXISTING STEPS 3. APPLY CARPET TO NEW BRIDGE TOPPING SLAB TO MATCH M--I EL. = 8125' EXISTING. USE TEK STIL AZO 1700 SERIES INDUSTRIAL ALL W EXISTING ASPHALT TO BE REPLACED EXISTING ABUTMENT (BELOW) WEATHER CARPET OR APPROVED EQUAL. WITH SOD \ 4. CARPET TO BE APPLIED TO EXISTING BRIDGE AND NEW BRIDGE. �j T.O. WALK \ EL. = 8127.2' ~ SOD AREA TO \ Q MATCH EXISTING \ EXISTING COLUMN AND FOOTING (BELOW) ~ \ \ EXISTING DECK pC � \ \ ��� = 88' -4 1 /2" cb EXISTING PIER 2 Q RAILING EXISTING TIMBER A2 \ ♦� O RETAINING WALL \ I O TO REMAIN \ LINE INDICATES BRIDGE \ HIGH POINT FOR \ DRAINAGE ":1' -0' SLOPE \ \ I w ° \ TO EDGE, TYP. P ° S AIR \ L VEL BEL W N o EXISTING PIERS BOOM TRUCK o OUTRIGGERS, TYP. \`\ \� I I _ I Q ° BOOM TRUCK 00 _ _ _ OPEN TO BELOW TURRET I& A A2 NEW GUARD RAIL TO EXISTING RETAINING WALLS ET Z ° ~ INSTALL TERMINUS POST AT EXISTING MATCH EXISTING (TO REMAIN) i l a Z 0 SLOPE / .l 0 LO GUARD RAIL, MATCH STYLE OF TO EDGE, TYP. TOEDG T P. LADDER EXISTING COLUMN AND FOOTING (BELOW) EXISTING GUARD RAIL H EIL. 8127.2' RUNGS I I El II X8126.5' I I REMOVAB E GUARD RAIL SYSTEM NEW BRIDGE STRUCTURE EXTENDS EL. = 8 3' TO MATC EXISTING RAILING OVER EDGE OF AREA WELL BELOW \ OPEN T (TERMINATES AT BUILDING VENEER). i�%\ Li C CONNECT RE: STRUCT. \ OW 4 ":1' -0' SLOPE % ":1' -0 "SLOE STEEL BRI GE - CONSTRUCTION OPEN TO BELOW / \ O EDGE, TYP. TO EDGE, TYP. TO MAT EXISTING DEMO AREA WELL GUARD RAIL AS El REQ'D - TO BE REPLACED BY BRIDGE I I INFILL EDGE — — EXIST. OPTION #1 RAILING (SEE ELEVATION 1/A2.0). \ %':1' -0" SLOPE I I I I I I I I I I I I T D EDGE, TYP. 100'-0'' = 8127.2' l l STEPS INFILL EDGE 12.12.14 I I EL. = 99' -011" I TO BE I OPTION #2 I I I I I I I I I I EXISTING REMOVED PERMIT SUBMITTAL 10.20.14 7.25.14 —I _ — MASONRY VENEER - — LINE INDICATES BRIDG P NT O HATCH INDICATES ISSUED FOR: DATE: — n n i Zoo DRAINAGE - SLOPE TO OPEN EDGE O INFILL TO MATCH T "ESEDRAWIN GSA "DSPECIFICATI °NSA "D THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND w BRIDGE TYP. CRICKET INSIDE CORN EXISTING DECK SHALL REMAIN PROPERTY OF THE O / THEREOF SHALL BE COPIED, DISCLOSED ARCHITECT, AND NO PART TO OTHERS, OR USED �~ REQ'D TO ACHIEVE POSITIVE DRAI AGE IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT (n OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS W AWAY FROM BLDGS. OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN Q DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE ------ - - - - -- - - NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. UNIT UNIT I I I � I � I I z 103 101 w I I Q2014 MELICK ASSOCIATES, INC. 00 T.O. WALK UP I 00 i EL. \8127.2' �Q� CO`s RICHARD P. o ME IC , JR. EAST BUILDING FIRST FLOOR P 303 56 1 R'j SCALE: 1/4"=l'-O" ED �' 1 ST LEVEL FLOOR PLAN Design Review Staff Approval TOWN OF VAI L By Warren Campbell at 9:28 am, Jan 30, 2015 A1.0 rV11 V 1 W HOLD RAILING 1" OFF BUILDING RAILING EXTENTION AS REQ'D TO PREVENT 4" SPHERE FROM PASSING BETWEEN POST AND BUILDING EXISTING � 7-2 1/2'' 7-2 1/2'' 7' -2 1/211 7-2 1/2'' 2 "X2" TS TOP RAI 2 "X2" TUBE STEEL HOLD POST 2" OFF BUILDING VENEER POSTS 1 "X 1111 111 1111 Y2 "X2'1 TS O BALUSTERS @ <4" O.C., TYP. W N� 1 "X1 " TS RAI ^W 1 11 All METAL DECK STEEL BRIDGE III III II II II II STRUCTURE TIE NEW BRIDGE INTO INSTALL NEW TERMINUS POST @ EXISTING AREA WELL GUARD RAIL PERPENDICULAR TO NEW BRIDGE. LOCATE AS _ OPEN BELOW - EXISTING RE: REQ'D TO PREVENT 4" SPHERE FROM PASSING BETWEEN NEW BRIDGE STRUCTURE & RAILING STRUCTURAL EXISTING AREA WELL GUARDRAIL - DEMO TO ACCOMMODATE BRIDGE ABOVE EXISTING MASONRY VENEER. BRIDGE CONNECTION RE: STRUCTURAL EXISTING STAIRS (BEYOND) TO BE DEMO'D ELEVATION - REMOVABLE RAILING 1 �1 _ SCALE: 3/4 =1 -0 W �4 W d '0 O M � N 0 N � M v = w O Z U > O V � O � I Y BUILDING EDGE 2 "X2" TS GATE , HOLD RAILING 1" OFF BUILDING FRAME �Z =wZ uZ_J 6' -1 1 7/8" 6' -1 1 7/8" 6' -1 1 7/8" - V.I . F. 6' -1 1 7/8" EXISTING V.I.F. V.I.F. 2' -4 1/8'' 3' -311 -4 3/411 1 "Xl" TS RAIL V.I.F. BRIDGE YYX%2" BALUSTERS @ <4" O.C., TYP. IIIIII IIIII IIIIII IIIIII 111 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 IL 11 1 11 L ------ 12.12.14 I I I I I I I I I I I I I I I I I I I I PERMIT SUBMITTAL 10.20.14 I I I I I I I nil HINGE 7.25.14 I I I I I I I I I I I I ISSUED FOR: DATE: THESE EXISTING BUILDING. BRIDGE CONNECTION DESIGNS AND EMENTSREPRESEN REPRESENTED DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART RE: STRUCTURAL THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH EXISTING STAIRS (BEYOND) TO BE DEMO'D TIE NEW BRIDGE INTO THEY EARCHTECT. THE THESE OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS EXISTING RE: OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE X EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE STRUCTURAL OVER CA ED DIMENSIONS A FIOR ALL HDIMENSIONS EAND ENCE CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE EXISTING TRANSFORMER EXISTING GRADE NOTIFIED OFSHOWNIBYTHE FROMTNEDIMENSIONSAND CONDITIONS SHOWN BY THESE DRAWINGS. (BEHIND) ACCESS LADDER - ATTACH TO BRIDGE STRUCTURE AND TRANSFORMER PAD HOLD POST 211 OFF BUILDING VENEER GUARDRAIL RE: PLAN - MATCH EXISTING c0 2014 MELICK ASSOCIATES, INC. ELEVATION - REMOVABLE RAILING SYSTEM of Coto 2 SCALE: 3/4"=l'-O" cry RICHARD P. o E IC , JR. 343 56 NSF© AR�� ELEVATIONS PLAN Design Review Staff Approval By Warren Campbell at 9:28 am, Jan 30, 2015 A2.0 TOWN OF VAIL BRIDGE V.I.F. V.I.F. V.I.F. V.I.F. � O F � V K N O N = d! O U � w 0 - o AILING BEYOND, PAINT ° 1ATCH EXISTING) ¢ V � F N G F G Z K Z = w Z U Q Z JOW MELT HYDRONI IE INTO EXISTING SY� 'ATERPROOF MEMBRE '/DRAINAGE COMPO ;OTECTION BOARD (I ANUFACTURER) ETAL DECK WITH 2" CONCRETE DECK ?" DEEP C- CHANNEL ( \INT (MATCH EXISTIN( -RUCTURAL )ISTS, PAINT (MATCH STRUCTURAL ING PEDESTRIAN BRIE CTURE BEYOND J BELOW BRIDGE SECTION - LONGITUDINAL SCALE:1 1/2"=V-0" Design Review Staff Approval ��� By Warren Campbell at 9:28 am, Jan 30, 2015 TOWN 12.12.14 PERMIT SUBMITTAL 10.20.14 7.25.14 ISSUED FOR: DATE: THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. Q 2014 MELICK ASSOCIATES, INC. CIO RICHARD P. a — M ELI CK, JR. 303256 U, \IED MOV BRIDGE SECTIONS & ASSEMBLY DETAILS A2.1 V 1 RAILING, PAINT (MATCH EXISTING) W 4" CONCRETE u U TOPPING SLAB SNOW MELT HYDRONIC TUBING (TIE INTO EXISTING SYSTEM) r ' 3 1/2'' CONCRETE DECK STEEL ANGLE, PAINT (MATCH EXISTING) W WATERPROOF MEMBRANE W /DRAINAGE COMPOSITE & PROTECTION BOARD (RE: a 4• • ° d A-I MANUFACTURER) • d• a ° °• ° ° • d d • • OA a ° a e a a d ° •O a � d • ea e If ° d �1 �1 N� METAL DECK JOISTS ,W W RE: STRUCTURAL z 12" C- CHANNEL GIRDER, PAINT ~ (MATCH EXISTING), RE: STRUCTURAL Q W O OPEN BELOW — ~ BRIDGE SECTION _ CONCRETE TOPPING SLAB W /SNOW MELT SYSTEM tea° U SCALE: 3" =1' -0" Q W �> � O F � V K N O N = d! O U � w 0 - o AILING BEYOND, PAINT ° 1ATCH EXISTING) ¢ V � F N G F G Z K Z = w Z U Q Z JOW MELT HYDRONI IE INTO EXISTING SY� 'ATERPROOF MEMBRE '/DRAINAGE COMPO ;OTECTION BOARD (I ANUFACTURER) ETAL DECK WITH 2" CONCRETE DECK ?" DEEP C- CHANNEL ( \INT (MATCH EXISTIN( -RUCTURAL )ISTS, PAINT (MATCH STRUCTURAL ING PEDESTRIAN BRIE CTURE BEYOND J BELOW BRIDGE SECTION - LONGITUDINAL SCALE:1 1/2"=V-0" Design Review Staff Approval ��� By Warren Campbell at 9:28 am, Jan 30, 2015 TOWN 12.12.14 PERMIT SUBMITTAL 10.20.14 7.25.14 ISSUED FOR: DATE: THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. Q 2014 MELICK ASSOCIATES, INC. CIO RICHARD P. a — M ELI CK, JR. 303256 U, \IED MOV BRIDGE SECTIONS & ASSEMBLY DETAILS A2.1