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West Day Subdivision Lot 3 Tunnel (9)
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DRAWING TITLE DATE No. JOHN i Cover 05.16.05 16 L-1 Layout and Materials-Buildings 1 -4 05,1fi,05 16 S3.2 Foundation&Framing Details 05.16.05 16 A141 Building 4-Garage Level Plan 05.16.05 16 l „ L-2 Layout and Materials-Buildings 5-8 05.16.05 16 0 G001 Index of Drawings 05.16.05 16 S3.3 Foundation&Framing Details 05.16.05 16 A142 Building 4-Plaza Level Plan 05.16.05 116 C' , ng 1 L-3.1 Construction Details 05.16.05 16 g Upper Level Plan 05.16.05 16 GOQ2 Index of Drawings 05. 6.05 16 .0143 Building 4-U A G003 Index of Drawings 05.16.05 16 L-32 Construction Details 05.16.45 16 54.11 Building 1 -Details 05.16.05 16 A144 Building 4-Roof Plan 05.16.05 16 L-3.3 Construction Details 05.16.05 16 S4.12 Building 1 -Details 05.16.05 16 A145 Building 4-Garage Level Reflected Ceiling Plan 05.16.05 16 L-4 Planting Plan-Buildings 1 .4 05.16.05 16 _ 0005 General Inbmiation 05.16.05 16 A146 Building 4-Plaza Level Reflected Ceiling Plan 05.16.05 16 L-5 Planting Plan-Buildings 5-8 05.116.1)5 16 S4.21 Building 2-Details 05.16.05 16 A147 Building 4-Upper Level Reflected Ceiling Plan 05-16.05 16 AS001 Architectural Site Plan-Garage Level 05.16.05 16 L-6 Planting Details 05.16.05 16 54.22 Building 2-Details 05.16.05 16 W L-7 Irrigation Plan-Buildings 1 -4 05.16.05 16 AS002 Architectural Site Plan-Plaza Level 05.16.05 16 A151 Building 5-Garage Level Plan 05.16.05 16 V L-8 Imgation Plan-Buildings 5-8 05.16.05 16 AS003 Architectural Site Plan-Roof Level 05.16.05 16 S4.31 Building 3-Details 05.16.05 16 A152 Building 5-Plaza Level Plan 05.16.05 16 H L-9 Irrigation Details 05.16.05 16 S4.32 Building 3-Details 05.16.05 16 A153 Building 5-Upper Level Plan 05.16.05 16 0 w � l R001 Code Analysis&Building Summary 05.16.05 16 A154 Building 5-Roof Plan 05.16.05 16 04 R002 Code Analysis&Building Summary 05.16.05 16 54.41 Building 4-Details 05.16.05 16 A155 Building 5-Garage Level Reflected Ceiling Plan 05.16.05 16 R003 Concealed Spaces Design&Construction Tools 05.16.05 16 STRUCTURAL 54.42 Building 4-Details 05.16.05 16 A156 Building 5-Plaza Level Reflected Ceiling Plan 05.16.05 16 U) 0 p ISSUE A157 Building 5-Upper Level Reflected Ceiling Phan 05.16.05 16 w H R101 Code Reference Plan -Garage Level-Buildings 1 thru 4 05.16.05 16 S4.51 Building 5 Details 05.16.05 16 1�/ O R102 Code Reference Plan-Garage Level-Buildings 5 thru 8 05.16.05 16 DWG. DRAWING TITLE DATE N0. S4.52 Building 5-Details 05.16.05 16 A161 Building 6-Garage Level Plan 05.16.05 16 �4 O R103 Code Reference Plan-Plaza Level-Buildings 1 thru 4 05.16.05 16 S1.0 Marriott Parking Alteration 07.15.04 01 A162 Building 6-Plaza Level Plan 05.16.05 16 U R104 Code Reference Plan-Plaza Level-Buildings 5 thru 8 05.16.05 16 54.61 Building 6-Details 05.16.05 16 A163 Building 6-Upper Level Plan 05.16.05 16 w R105 Code Reference Plan-Upper Level-Buildings 1 thru 4 05.16.05 16 S1.0 Tunnel-General Notes and Foundation Details 05.16.05 16 54.62 Building 6-Details 05.16.05 16 A164 Building 6-Roof Plan 05.16.05 16 W R106 Code Reference Plan-Upper Level-Buildings 5 thru 8 05.16.05 16 A165 Building 6-Garage Level Reflected Ceiling Plan 05.16.05 16 n/ >x R107 Code Reference Plan-Roof Level-Buildings 1 thru 4 05.16.05 16 S1.01 Building 1 -General Notes and Foundation Details 05.16.05 16 54.71 Building 7-Details 05.16.05 16 A166 Building 6-Plaza Level Reflected Ceiling Plan 05.16.05 16 R108 Code Reference Plan-Roof Level-Buildings 5 thru 8 05.16.05 16 S1.02 Building 2-General Notes and Foundation Details 05.16.05 16 S4.72 Building 7-Details 05.16.05 16 A167 Building 6-Upper Level Reflected Ceiling Plan 05.16.05 16 Z S1.03 Building 3-General Notes and Foundation Details 05.16.05 16 W 0 r-� R111 Site Grid Reference Plan-Buildings 1 thru 4 05.16.05 16 S1.04 Building 4-General Notes and Foundation Details 05.16.05 16 S4.81 Building 8-Details 05.16.05 16 A171 Building 7-Garage Level Plan 05.16.05 16 � r� R112 Site Grid Reference Plan-Buildings 5 thru 8 0516.05 16 S1.05 Building 5-General Notes and Foundation Details 05.16.05 16 5432 Building 8-Details 05.16.05 16 A172 Building 7-Plaza Level Plan 05.16.05 16 S1.06 Building 6-General Notes and Foundation Details 05.16.05 16 A173 Building 7-Upper Level Plan 05.16.05 16 S1.07 Building 7-General Notes and Foundation Details 05.16.05 16 A174 Building 7-Roof Plan 05.16.05 16 I S1.08 Building 8-General Notes and Foundation Details 05.16.05 16 AW5 Building 7-Garage Level Reflected Ceiling Plan 05.16.05 16 CIVIL A176 Building 7-Plaza Level Reflected Ceiling Plan 05.16.05 16 S1.10 Building 1 -Garage Level Foundation and Framing Plan 05.16.05 16 A177 Building 7-Upper Level Reflected Ceiling Plan 05.16.05 16 ISSUE S1.11 Building 1 -Main Level Framing Plan 05.16.05 16 OWNUVDEVELOPER DWG. DRAWING TITLE DATE No. 51.12 Building 1 -Upper Level Framing Plan 05.16.05 16 A181 Building 8-Garage Level Plan 05.16.05 16 VAIL RESORTS SD01 Survey-Existing Conditions Map 01.03.05 5BraA-10A/11 S1.13 Building 1 -Roof Framing Plan 05.16.05 16 A182 Building 8-Plaza Level Plan 05.16.05 16 DEVELOPMENT A183 Building 8-Upper Level Plan 05.16.05 16 COMPANY C000 Cover Sheet 05.16.05 16 S1.20 Building 2-Garage Level Foundation and Framing Plan 05.16.05 16 A184 Building 8-Roof Plan 05.16.05 16 AVON,COLORADO C001 Existing Conditions 05.16.05 16 51.21 Building 2-Main Level Framing Plan 05.16.05 16 A185 Building 8-Garage Level Reflected Ceiling Plan 05.16.05 16 ARCIQTECC OF W-Mi° 51.22 Building 2-Upper Level Framing Plan 05.16.05 16 A186 Building 8-Plaza Level Reflected Ceiling Plan 05.16.05 16 001)2 overall Grading Plan °5.16.1)5 16 ARCHITECTURAL � ICA [Ili C003 Grading and Drainage Plan-Buildings 1 -4 05.16.05 16 S1.23 Building 2-Roof Framing Plan 05.16.05 16 A187 Building 8-Upper Level Reflected Ceiling Plan 05.16.05 16 C004 Grading and Drainage Plan-Buildings 5-8 05.16.05 16 ISSUE ARCkITECTtlRE C005 Tunnel Grading&Drainage Plan&Profile-Buildings 1 -4 05.16.05 16 S1.31) Building 3-Garage Level Foundation and Framing Plan 05.16.05 16 DWG. DRAWING TITLE DATE No. '°'201 Tunnel Elevations 05.16.05 16 C006 Tunnel Grading&Drainage Plan&Profile-Buildings 5-8 05,16.05 16 S1.31 Building 3-Main Level Framing Plan 05.16.05 16 A202 Tunnel Elevations 05.16.05 16 .0001 Tunnel Plan-Grids 1-11) 05.16.05 16 \fA$'CFiR PI.AN.1fiA C007A Storm Sewer Profiles 05.16.05 16 S1.32 Building 3-Upper Level Framing Plan 05.16.05 16 A203 Tunnel Elevations 05.16.05 16 & .0002 Tunnel Plan-Grids 11)-19 05.16.05 16 DESIGN ARC:tlrrecT C007B Storm Sewer Profiles 05.16.05 16 S1.33 Building 3-Roof Framing Plan 05.16.05 16 A204 Tunnel Elevations 05.16.05 16 HART HOWERTON C007C Storm Sewer Profiles 05.16.05 16 A003 Tunnel Plan-Grids 19-26 05.16.05 116 NEW YORK,NI}VF YORK S1.40 Building 4-Garage Level Foundation and Framing Plan 05.16.05 16 A004 Tunnel Plan-Grids 26-36 05.16.05 16 A211 Building 1 -North Elevation 05.16.05 16 CQC7D Storm Sewer Manhole Details 05.16.05 16 A005 Tunnel Reflected Ceiling Plan-Grids 1-10 05.16.05 16 S1.41 Building 4-Main Level Framing Plan 05.16.05 16 A212 Building 1 -South Elevation 05.16.05 16 �IONRO&N> I����NG>vrPRS IBC 0008 Pedestrian Path Profile-Buildings 1 -4 05.16.05 16 A006 Tunnel Reflected Ceiling Plan-Grids 10-19 05.16.05 16 AVON,COLORADO C009 Pedestrian Path Profile-Buildings 5-8 05.16.05 16 S1.42 Building 4-Upper Level Framing Plan 05.16.05 16 A213 Building 1 -East Elevation 05.16.05 16 .0007 Tunnel Reflected Ceiling Plan-Grids 19-26 05,16,05 16 MP�CFIANICAI.FJ.is(,'(RTCAI.TsIVGINP,FJ� S1.43 Building 4-Roof Framing Plan 05.16.05 16 g A214 Building 1 -West Elevation 05.16.05 16 MEENGINEFX%INC AVON,COLORADO CA10 Grading and Drainage Details 05.16.05 16 .0008 Tunnel Reflected Ceiling Plan-Grids 26-36 05.16.05 16 0011 Grading and Drainage Details 05.16.05 16 Clvn EINE"W R S1.50 Building 5-Garage Level Foundation and Framing Plan 05.16-05 16 A221 Building 2-North Elevation 05.16.05 16 � RM)o C011A Scupper Hole Details 05.16.05 1fi .0011 Tunnel-Enlarged Floor Plans 05.16.05 16 C012 Water and Sewer Plan 05.16.05 16 S1.51 Building 5-Main Level Framing Plan 05.16.05 16 .0222 Building 2-South Elevation 05.16.05 16 0013 Shallow Utility Plan 05.16.05 16 S1.52 Building 5-Upper Level Framing Plan 05.16.05 16 A223 Building 2-East Elevation 05.16.05 16 PROJECT NUMBER 20900.00 S1.53 Building 5-Roof Framing Plan 05.16.05 16 A101 Buildings 1 thru 4-Enlarged Plaza Plan 05.16.05 16 A224 Building 2-West Elevation 05.16.05 16 0014 Water and Sewer Profiles 05.16.05 16 A102 Buildings 5 thru 8-Enlarged Plaza Plan 05.16.05 16 ISSUE REVISION DATE C015 Wafter&Sewer Details 05.16.05 16 0016 Shallow Utility Details 05.16.05 16 S1.60 Building 6-Garage Level Foundation and Framing Plan 05.16.05 16 A231 Building 3-North Elevation 05.16.05 16 04 CONST DOC S1.61 Bu 6-Main Level Frain Plan 05.16.05 16 A111 Building 1 -Garage Level Plan 05.16.05 16 A232 Building 3-South Elevation 05.16.05 16 CQ17 Overall Sub-Drain Plan 05.16.05 16 � FOR PERMIT 07.23.04 S1.62 Building 6-Upper Level Framing Plan 05.16.05 16 A112 Building 1 -Plaza Level Plan 05.16.05 16 A233 Building 3-East Elevation 05.16.05 16 0018 Sub-Drain Plans-Buildings i -3 05.16.05 16 .0113 Building 1 -Upper Level Plan 05.16.05 16 05/06 CONST DOC 08.13.04 C019 Sub-Drain Plans-Buildings 4-6 05.16.05 16 S1.63 Building 6-Roof Framing Plan 05.16-05 16 g A234 Building 3-West Elevation 05.16.05 16 A114 Building 1 -Roof Plan 05.16.05 16 07 BLDG.2/CONST. 09.02.04 0020 Sub-Drain Plans-Buildings 6-8 05.16.05 16 A115 Building 1 -Garage Level Reflected Ceiling Plan 05.16.05 16 5A TUNNEL REV. 09.10.04 01)21 Roof Drain Plan-Buldings 1 -3 05.16.05 16 S1.70 Building 7-Garage Level Foundation and Framing Plan 05.16.05 16 A241 Building 4-North Elevation 05.16.05 16 S1.71 Building 7-Main Level Framing Plan 05.16.05 16 A116 Building 1 -Plaza Level Reflected Ceiling Plan 05.16.05 16 A242 Building 4-South Elevation 05.16.05 16 08 BLDG_3/CONST. 09.24.04 0022 Roof Drain Plan-Buildings 4-6 05.16.1)5 16 .0111 Buildi 1 -Upper Level Reflected Ceiling Plan 05.16.0.5 16 0023 Roof Drain Plan-Buildings 6-8 05.16.05 16 S1.72 Building 7-Upper Level Framing Plan 05.16.05 16 ppe g A243 Building 4-East Elevation 05.16.05 16 09 BLDG.4/CONST. 10.11.04 0024 Erosion&Sediment Control Plan 05.16.05 16 S1.73 Building 7-Roof Framing Plan 05.16.05 16 .0121 Building 2-Garage Level Plan 05.16.05 116 A244 Building 4-West Elevation 05.16.45 16 10 BLDG.5/CONST. 10.25.04 .0122 Building 2-Plaza Level Plan 1)5.16.05 16 5B FINAL CONST 01.03.05 MR1 Marriott Drive&Utility Cover 07.12.04 01 S1.80 Building 8-Garage Level Foundation and Framing Plan 05.16.05 16 A251 Building 5-North Elevation 05.16.05 16 S1.81 Building 8-Main Level Framing Plan 05.16.05 16 .0123 Building 2-Upper Level Plan 05.16.05 16 A252 Building 5-South Elevation 05.16.05 16 I 6A/7A/SA/9A/10A/11 MR2 Drive&Utility Plans&Profiles 07.12.04 09 .0124 Building 2-Roof Plan 05.16.05 16 MR3 Drive&Utility Details 07.12.04 01 S1.82 Building 8-Upper Level Framing Plan 05.16.05 16 g A253 Building 5-East Elevation 05.16.05 16 FINAL CONST 01.03.05 S1.83 Building 8-Roof Framing Plan 05.16.05 16 A125 Building 2-Garage Level Reflected Ceiling Plan 05.16.05 16 A254 Building 5-West Elevation 05.16.05 16 12 ADDENDUM 1 01.12.05 .0126 Building 2-Plaza Level Reflected Ceiling Plan 05.16.05 16 MX001 Mass Excavation Cover Sheet 07.12.04 01 13 ADDENDUM 2 01.19.05 .0127 Building 2-Upper Level Reflected Ceiling Plan 05.16.05 16 A261 Building MX002 Mass Excavation Existing Conditions 07.12.04 01 S?.10 Tunnel Foundation Plan-Buildings 1 &2 05.16.05 16 n9 6-North Elevation 05.16.05 16 S2.11 Tunnel Framing Plan-Buildings 1 &2 05.16.05 16 A262 Building 6-South Elevation 051605 16 14 ADDENDUM 3 01.28.05 MX003 Mass Excavation Plan&Profiles 07.12.1)4 01 .0131 Building 3-Garage Level Plan 05.16.05 16 15 ADDENDUM 4 04.29.05 A263 Building 6-East Elevation 05.16.05 16 MX004 Mass Excavation Plan&Profiles 07.12.04 01 .0132 Buildi 3-Plaza Level Plan 05.16.05 16 MX004A Mass Excavation Plan&Profiles 01.12.04 01 S2.20 Tunnel Foundation Plan-Buildings 3&4 05.16.05 16 A264 Building 6-West Elevation 05.16.05 16 16 ADDENDUM 5 05.16.05 MX005 Mass Excavation Details 07.12.04 01 S2.21 Tunnel Framing Plan-Buildings 3&4 05.16.05 16 .0133 Building 3-Upper Level Plan 05.16.05 16 MX006 Mass Excavation Details 01.12.04 01 .0134 Building 3-Roof Plan 05.16.05 16 A271 Building 7-North Elevation 05.16.05 16 52.30 Tunnel Foundation Plan-Buildings 5&6 05.16.05 16 A135 Building 3-Garage Level Reflected Ceiling Plan 05.16.05 16 A272 Building 7-South Elevation 05.16.05 16 INDEX S2.31 Tunnel Framing Plan-Buildings 5&6 05.16.05 16 .0136 Building 3-Plaza Level Reflected Ceiling Plan 05.16.05 16 A273 Building 7-East Elevation 05.16.05 16 OF A137 Building 3-Upper Level Reflected Ceiling Plan 05.16.05 16 A274 Building 7-West Elevation 05.16.05 16 DRAWINGS S2.40 Tunnel Foundation Plan-Buildings 7&8 05.16.05 16 S2.41 Tunnel Framing Plan-Buildings 7&8 05.16.05 16 A281 Building 8-North Elevation 05.16.05 16 A282 Building 8-South Elevation 05.16,05 16 S3.0 Foundation&Framing Details 05.16.05 16 A283 Building 8-East Elevation 05.16.05 16 S3.1 Foundation&Framing Details 05.16.05 16 A284 Building 8-West Elevation 05.16.05 16 L Q001- 2.004 42140 ARCHITECTURE. INC. ARCHITECTURAL (CON'T.) ARCHITECTURAL (CON'T.) MECHANICAL (CON'T.) PLUMBING (CONT) ISSUE ISSUE ISSUE ISSUE DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. A301 Tunnel Section 05.16.05 16 A511 Residences-Waterproofing Details 05.16.05 16 M1,5A Building 5-Crawl Space Mechanical Plan 05.16.05 16 P1.8A Building 8-Crawl Space Plumbing Plan 05.16.05 16 A A302 Tunnel Sermon 05.16.05 16 A512 Residences-Waterproofing Details 05.16.05 16 M1.513 Building 5-Garage Level Mechanical Plan 05.16.05 16 P9.813 Building 8-Garage Level Plumbing Plan 05.16.05 16 A303 Tunnel Section 05.16.05 16 M1.5C Building 5-Plaza Level Mechanical Plan 05.16.05 16 P1.8C Building 8-Plaza Level Plumbing Plan 05.16.05 16 A304 Tunnel Section 05.16.05 16 A521 Residences-Enlarged Floor Plans 05.16.05 16 M1.51) Building 5-Upper Level Mechanical Plan 05.16.05 16 P1.81) Building 8-Upper Level Plumbing Plan 05.16.05 16 = A305 Tunnel Section 05.16.05 16 A522 Residences-Enlarged Floor Plans 05.16.05 16 A306 Tunnel Section, Interior Elevations 05.16.05 16 M1.6A Building 6-Crawl Space Mechanical Plan 05.96.05 16 P2.1 Tunnel-Plumbing Details 05.16.05 16 A531 Residences-Details 05.16.05 16 M1,613 Building 6-Garage Level Mechanical Plan 05.16.05 16 P2.2 Plumbing Isometrics 05.16.05 16 (f A311 Building 1 -Section 05.16.05 16 A532 Residences-Details 05.16-05 16 M1.6C Building 6-Plaza Level Mechanical Plan 05.16.05 16 P2.3 Residences-Plumbing Details 05.16.05 16 W A312 Building 1 -Section on 05.16.05 16 A533 Residences-Details 05.16,05 16 M1.6D Building 6-Upper Level Mechanical Plan 05.16.05 16 V A313 Building 1 -Section 05.16.05 16 A534 Residences-Details 05.16.05 16 P3.2A Tunnel Plumbing Plan#1 05.16.05 16 N A314 Building 1 -Section 05.16.05 16 A535 Residences-Details 05.16.05 16 M1.7A Building 7-Crawl Space Mechanical Plan 05.16,05 16 P3.2B Tunnel Plumbing Plan#2 05.16.05 16 ! 0 A315 Building 1 -Section 05.16.05 16 A536 Residences-Details 05.16.05 16 M1,7B Building 7-Garage Level Mechanical Plan 05.16.05 16 P3.2C Tunnel Plumbing Plan#3 05.16.05 16 w a A537 Residences-Details 05.16.05 16 M1.7C Building 7-Plaza Level Mechanical Plan 05.16.05 16 P3.2D Tunnel Plumbing Plan#4 05.16.05 16 j A321 Building 2-Section 05.16.05 16 M9.7D Building 7-Upper Level Mechanical Plan 05.16.05 16 Q p A322 Building 2-Section 05.96.05 16 A551 Tunnel&Residences-Firestopping Details 05.16.05 16 w A323 Building 2-Section 05.16.05 16 A552 Tunnel&Residences-Firesbopping Details 05.16.05 16 M1.8A Building 8-Crawl Space Mechanical Plan 05.16.05 16 G A324 Building 2-Section 05.16.05 16 A553 Tunnel&Residences-t=irestopping Details 05.16.05 16 M1.8B Building 8-Garage Level Mechanical Plan 05.16.05 16 C A325 Building 2-Section 05.16.05 16 M1.8C Building 8-Plaza Level Mechanical Plan 05.16.05 16 U A601 Tunnel-Wall Types 0516.05 16 MI AD Building 8-Upper Level Mechanical Plan 05.16.05 16 w Q A331 Building 3-Section 05.16.05 16 A611 Residences-Wall Types 05.16.05 16 w W A332 Building 3-Section 05.16.05 16 M2.1 Mechanical Details 05.16.05 16 ^/ x A333 Building 3-Section 05.16.05 16 A701 Tunnel-Door and Frame Schedule 05.16.05 16 M2.2 Mechanical Details 05.16.05 16 U A334 Building 3-Section 05.16.05 16 A702 Tunnel-Door Elevations&Details 05.16.05 16 M2.3 Residences-Mechanical Details 05.16.05 16 Z A335 Building 3-Section 05.16.05 16 M2.31 Residences-Mechanical Details,Alternate#14 (Deleted) 01.12.05 12 w a A336 Building 3-Section 05.16.05 16 A711 Residences-Door Schedule 05.16.05 16 M2.4 Residences-Piping Schematics 05.16.05 16 04 A712 Residences-Door Details 05.16.05 16 M2.41 Residences-Piping Schematics Alternate#14 Deleted 01.12.05 12 ELECTRICAL A341 Building 4-Section 05,16.05 16 M2.5 Snowmelt Details 05.16.05 16 ISSUE j A342 Building 4-Section 05.16.05 16 A721 Tunnel-Room Finish Schedule 05.16.05 16 M2.6 Alternate No.8-Supplemental Heat (Deleted) 01.03.05 6A-1 OA/1 1 DWG. DRAWING TITLE DATE No. A343 Building 4-Section 05.16.05 16 A344 Building 4-Section 05.16.05 16 A741 Tunnel-Louver Elevations&Details 05.96.05 16 MV Site Mechanical Plan 05.16.05 16 EO.1 Electrical Legend&Schedules-Tunnel 05.16.05 16 - - --- - A345 Building 4-Section 05.16.05 16 M3.2A Tunnel Mechanical Plan#1 05.16.05 16 EO.2 Electrical Singleline&Pannelboards-Tunnel 05.16.05 16 A751 Residences-Unit A Window Elevations 05.16.05 16 M3.26 Tunnel Detail Mechanical Plan#2 05.16.05 16 DWNER/DBVP.f OPFR A351 Building 5-Section 05.16.05 16 A752 Residences-Unit B Window Elevations 05.16.05 16 M3.2C Tunnel Detail Mechanical Plan#3 05.16.05 16 E0.1 Building 1 -Electrical Legend&Schedules 05.16.05 16 VAXL RESORTS A352 Building 5-Section 05.16.05 16 A753 Residences-Window Details 05.16.05 16 M32D Tunnel Detail Mechanical Plan#4 05.16.05 16 E0.2 Building 1 -Electrical Singleline&Panelboarrds 05.16.05 16 .0353 Building 5-Section 05.16.05 16 EI A Building 9 -Electrical Power Plans 05.16.05 16 DEVELOPMENT E1.2 Building 9 -Electrical Lighting Plans 05.16.05 16 COMPANY A354 Building 5-Section 05.16.05 16 A801 Tunnel-Stair No. 1 -Plans&Sections 05.16-05 16 AVON,COLORADO A355 Building 5-Section 05.16.05 16 A802 Tunnel-Stair No.2-Plans&Sections 05.16.05 16 ARCHITWrOrItF=RD .0356 Building 5-Section 05.16.05 16 E0.12 Building 2-Electrical Legend&Schedules 05.16.05 16 .0811 Residences-Stair Plans&Sections 05.16.05 16 EO.22 Building 2-Electrical Singleline&Panelboards 05.16.05 16 , A361 Building -Section 05.16.05 16 A812 Residences-Stair Plans&Sections 05.16,05 16 E1.12 Building 2-Electrical Power Plans 05.16.05 16 M 'J g E1.22 Building 2-Electrical Lighting Plans 05.16.05 16 AR�+� .0362 Building 6-Section 05.16.05 16 ,,cow .0363 Building 6-Section 05.16.05 16 .0901 Dumbwaiter-Plans,Sections,Elevations&Details 05.16-05 16 05.16.05 16 PLUMBING E0.13 Building 3-Electrical Legend&Schedules 05.16.05 16 R P-�-�A .0364 Building 6-Section .0365 Building 6-Section 05.16.05 16 .0905 Fireplace-Plans, Elevations,Sections&Details 05.16.05 16 ISSUE E0.23 Building 3-Electrical Singleline&Schedules 05.16.05 16 DESIGN ARCtIiec.T HART I HOWERTON ,. DWG DRAWING TITLE DATE No E1.13 Building 3-Electrical Power Plans 05.16.05 96 .0366 Building 6-Section 05.16.05 16 E9,23 Building 3-E1�trical Lighting Plans 05.16.05 16 IGEavYOHI�NEWYORK .0371 Building 7-Sewn 05.16.05 16 P1.1A Building 1 -Crawl Space Plumbing Plan 05.16.05 16 SMUCr MAL WkiGINERR 111ONRoR&NFEWRIJ.T3NGIM RRS.INC .0372 Building 7-Section 05.16.05 16 131.1 B Building 1 -Garage Level Plumbing Plan 05.16.05 16 E0.14 Building 4-Electrical Legend&Schedules 05.16.05 16 AVON.COLORADO P1.1C Building 1 -Plaza Level Plumbing Plan 05.16.05 16 EO.24 Building 4-Electrical Singleline&Schedules 05.16.05 16 '"`'�F'"N`C"'-rGF.NF ICAI.rSNCL rrR .0373 Building I-Section 05.16.05 16 ���'U" "� P1,1D Building 1 -Upper Level Plumbing Plan 05.16.05 16 E1.14 Building 4-Electrical Power Plans 05.16.05 16 AVON,COLORADO .0374 Building 7-Section 05.16.05 16 MECHANICAL E1.24 Building 4-Electrical Lighting Plans 05.16.05 16 ALP>EN� 0,INC .0375 Building 7-Section 05.16.05 96 vAl, coLORADo P1.2A Building 2-Crawl Space Plumbing Plan 05.16.05 16 , ISSUE 131.26 Building 2-Garage Level Plumbing Plan 05.16.05 16 E0.15 Building 5-Electrical Legend&Schedules 05.16.05 16 A381 Building 8-Section 05.16.05 16 DWG. DRAWING TITLE DATE No. PROJECT NUMBER 20900.00 .0382 Building 8-Section 05.16.05 16 P1.2C Building 2-Plaza Level Plumbing Plan 05.16.05 16 E0.25 Building 5-Electrical Singleline&Schedules 05.16.05 16 3 Building 8-Section 05.16.05 16 MO.1 Mechanical Notes&Legends 05.16.05 16 P1.21) Building 2-Upper Level Plumbing Plan 05.16.05 16 E1.15 Building 5-Electrical Power Plans 05.16.05 16 ISSUE REVISION DATE A383 Building 8-Section 05.16.05 16 MO.2 Mechanical Schedule-Tunnel 05.16.05 16 E1.25 Building 5-Electrical Lighting Plans 05.16.05 16 04 CONST DOC MO.3 Mechanical Schedule-Residences 05.16.05 16 P1.3A Building 3-Crawl Space Plumbing Plan 05.16.05 16 A385 Building 8-Sectim 05.16.05 96 FOR PF?RMTI' 07.23.04 MO.31 Mechanical Schedule-Alternate#14 (Deleted) 01.12.05 12 131.313 Building 3-Garage Level Plumbing Plan 05.16.05 16 E0.16 Building 6-Electrical Legend&Schedules 05.16.05 16 A386 Building 8-Section 05.16.05 16 05/06 CONST DOC os.13.04 P1.3C Building 3-Plaza Level Plumbing Plan 05.16.05 16 EO.26 Building 6-Electrical Singleline&Schedules 05.16.05 16 A401 Tunnel-Wall Sections 05.16.05 16 M1.1A Building 1 -Crawl Space Mechanical Plan 05.16.05 16 POD Building 3-Upper Level Plumbing Plan 05.16.05 16 E1.16 Building 6-Electrical Power Plans 05.16.05 16 07 BLDG_2/CONST. 09.02.04 A402 Tunnel-Wall Sections 05.16.05 16 M1.1 B Building 9 -Garage Level Mechanical Plan 05.16.05 16 E1.26 Building 6-Electrical Lighting Plans 05.16.05 16 5A TUNNEL REV. 09.10.04 MI AC Building 1 -Plaza Level Mechanical Plan 05.16.05 16 P1.4A Building 4-Crawl Space Plumbing Plan 05.16.05 16 08 BLDG.3/CONST. 09.24.04 I .0411 Residences-Waif Sections 05.16.05 16 M1,1 D Building 1 -Upper Level Mechanical Plan 05.16.05 16 PI AB Building 4-Garage Level Plumbing Plan 05.16.05 16 EO.17 Building 7-Electrical Legend&Schedules 05.16.05 16 PI AC Building 4-Plaza Level Plumbing Plan 05.16.05 16 EO.27 Building 7-Electrical Singleline&Schedules 05.16.05 16 09 BLDG.4/CONST. 10.11.04 .0412 Residences-Wall Sections 05.16.05 16 la BLDG.5/CONST. 10.25.04 A413 Residences-Wall Sections 05.16.05 16 M1.1 1A Building 1 -Crawl Space Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 PI AD Building 4-Upper Level Plumbing Plan 05.16.05 16 E1.17 Building 7-Electrical Power Plans 05.16.05 16 .0414 Residences-Wall Sections 05.16.05 16 M1.11B Building 1 -Garage Level Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 E1.27 Building 7-Electrical Lighting Plans 05.16.05 16 5B FINAL CONST 01.03.05 .0415 Residences-Wall Sections 05.16.05 16 M1.11 C Building 1 -Plaza Level Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 P1.5A Building 5-Crawl Space Plumbing Plan 05.16.05 16 6A/7A/8A/9A/10A/]1 M1.11 D Building 1 -Upper Level Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 P1.5B Building 5-Garage Level Plumbing Plan 05.16.05 16 EO.18 Building 8-Electrical Legend&Schedules 05.16.05 16 .0416 Residences-Wall Sections 05.16.05 16 ! FINAL CONST 01.03.05 P1.5C Building 5-Plaza Level Plumbing Plan 05.16.05 16 EO.28 Building 8-Electrical Singleline&Schedules 05.16.05 16 .0417 Residences-Wall Sections 05.16.05 16 12 ADDENDUM 1 01.12.05 .0418 Residences-Wall Sections 05.16.05 1fi M1.2A Building 2-Crawl Space Mechanical Plan 05.16.05 16 P1.51) Building 5-Upper Level Plumbing Plan 05.16.05 16 E1.18 Building 8-Electrical Power Plans 05.16,05 16 MIA Building 2-Garage Level Mechanical Plan 05.16.05 16 E1.28 Building 8-Electrical Lighting Plans 05.16.05 16 13 ADDENDUM 2 01.19.05 .0500 Tunnel-Enlarged Details 05.16.05 16 M1.2C Building 2-Plaza Level Mechanical Plan 05.16.05 16 P1.6A Building 6-Crawl Space Plumbing Plan 05.16.05 16 14 ADDENDUM 3 01.28.05 j M1.2D Building 2-Upper Level Mechanical Plan 05.16,05 16 P1.6B Building 6-Garage Level Plumbing Plan 05.16.05 16 ES1.1 Electrical Site Plan-Units 1 &2 05.16.05 16 15 ADDENDUM 4 04.29.05 A501 Tunnel-Enlarged Details 05.16.05 16 P1.6C Building 6-Plaza Level Plumbing Plan 05.16.05 16 ES1.2 Electrical Site Plan-Units 3&4 05.16.05 16 5 A502 Tunnel-Enlarged Details 05.96.05 16 16 ADDENDUM 5 05.16.05 1 M1.3A Building 3-Crawl Space Mechanical Plan 05.16.05 16 P1.6D Building 6-Upper Level Plumbing Plan 05.16.05 16 ES1.3 Electrical Site Plan-Units 5&6 05.16,05 16 A503 Tunnel-Enlarged Details 05.16.05 16 .0504 Tunnel-Enlarged Details 05.16.05 16 M11.313 Building 3-Garage Level Mechanical Plan 05.16.05 16 ES1,4 Electrical Site Plan-Units 7&8 05.16.05 16 MIX Building 3-Plaza Level Mechanical Plan 05.16.05 16 P1.7A Building 7-Crawl Space Plumbing plan 05.16.05 16 ES1.5 Electrical Site Plan-Landscape 05.16.05 16 INDEX M 1.3D Building 3-Upper Level Mechanical Plan 05.16.05 16 P1.7B Building 7-Garage Level Plumbing Plan 05.16.05 16 A505 Typical Waterproofing Details 05.16.05 16 OF s P1.7C Building 7-Plaza Level Plumbing Plan 05.16.05 16 3. A506 Tunnel-Waterproofing Details 05.16.05 16 D RAW I N G S L .0507 Tunnel-Waterproofing Details 05.16.05 16 M1.4A Building 4-Crawl Space Mechanical Plan 05.16.05 16 P1.7D Building 7-upper Level Plumbing Plan 05.16.05 16 .0508 Tunnel-Wa reroofing Details 05.16.05 16 M11.413 Building 4-Garage Level Mechanical Plan 05.16.05 16 A509 Tunnel-Waterproofing Details 05.16.05 16 M1.4C Building 4-Plaza Level Mechanical Plan 05.96.05 16 A510 Tunnel-Waterproofing Details 05.16.05 16 M1,4D Building 4-Upper Level Mechanical Plan 05.16.05 16 r I c G002-J c 1© 2004 42140 ARCH[TECTURE, INC. FIRE ALARMIPROTECTION FIRE ALARM/PROTECTION INTERIORS - ISSUE ISSUE ISSUE DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. ;- FA000 Tunnel-Foe Alarm Corer Sheet 05.16.05 16 FA160 Building 6-Fine Alarm Cover Sheet 05.16.05 16 ID1.01 Lower Level Unit AN Floor Finish Plan 05.16.05 16 i FA001 Tunnel-Fire Alarm Grid 1 through 10 05.16.05 16 FA161 Building 6-Fire Alarm Garage Level 05.16.05 16 ID1.02 Min Level Unit A&B Floor Finish Plan 05.16.05 16 �- FA002 Tunnel-Fine Alarm Grid 10 throto 19 05.16-05 16 FA162 Bt>ildling 6-Fire Alarm Plaza Lewd 05.16.05 16 ID1.03 Upper Level Unk AN Floor Finish Plan 05.16.05 16 FA003 Tunnel-Fie Alarm Grid 19 through 26 05.16-05 16 FA163 Building 6-Fire Alarm Upper Level 05.16.05 16 , FA004 Tunnel-Fire Alarm Grid 26 through 36 05.16.05 16 FA164 Build'rg 6-Fire Alarm Crawl Space 05.16.05 16 1132.01 Unit A Enlarged Plans 0516.05 16 FA005 Tunnel-Fire Alarm One Line Diagram 05.16.05 16 FA165 Building 6-Fire Alarm One Line Diagram 05.16.05 16 ID2.02 Unit A Mash Bath Enlarged Plans 05.16.05 16 _..._- 1132.03 Unit A Secondary Bath Enlarged Plans 05.16.05 16 FP000 Tunnel-Fire Protection Cover Sheet 05.16.05 16 FP160 Bung 6-Fire Protection Cover Sheet 05.16.05 16 ID2.04 Unit B Master&Secondary Bath Enlarged Plans 05.16.05 16 w FP001 Tunnel-Fire PmWian Grid 1 hough 10 05.16.05 16 FP161 Building 6-Fire Proton Garage Level 05.16.05 16 U FP002 Tunnel-Fie Protection Grid 10 through 19 05.16.05 16 FP162 Building 6-Fire Probdon Plaza Lend 05.16.05 16 ID3.01 Unit A Elevations 05.16.05 16 F-�� O FP003 Tunnel-Fire Protection Grid 19 through 26 05.16.05 16 FP163 Buil ft 6-Fine Protection Upper level 05.16.05 16 ID3 02 Unit A Kitchen Elevations 05.16.05 16 FP004 Tunnel-Fire Protection Grid 26th 36 05.16.05 16 FP164 Build' 6-Fie Protec tim Crawl S 1 rough Building pane 05.16.05 16 1133.03 Unit A IGtcheri Elevations 05.16.05 16 FP165 Building 6-Fire Protection Attic Space 05.16.05 16 ID3.04 Unit A Master Bath Elevations 05.16.05 16 FA110 Building 1 -Fire Alarm Cover Sheet 05.16.05 16 ID3.05 grit A Master Bath Elevations 05.16.05 16 ~ A p I FA111 Building 1 -Fire Alarm Garage Level 05.16.05 16 FA170 Building 7-Fire Alarm Cover Sheet 05.16,05 16 ID3.06 Unit A Secondary Bath Elevations 05.16.05 16 w E•r FA112 Buildng 1 -Fire Alarm Plaza Level 05.16.05 16 FA171 Building 7-Fire Alarm Garage Level 05.16.05 16 ID307 Unit A Seeoidary Bath&Laundry Elevations 05.16.05 16 C FA113 Building 1 -Frye Alarm tipper Level 05.16.05 16 FA172 Building 7-Fire Alarm Plaza Level 05.16.05 16 ID3.08 Unit B Secondary Bath Elevations 05.16.05 16 1 94 FA114 Building 1 -Fire Alarm Crawl Space 05.16.05 16 FA173 Building 7-Fire Alarm Upper Level 05.16.05 16 ID3.09 Unit B Secondary Bob Elevations 05.16.05 16 FA115 Building 1 -Fire Alarm One Line Diagram 05.16.05 16 FA174 Bing 7-Fire Alarm Crawl Space 05.16.05 16 w I eta FA175 Building 7-Fie Alarm one Line Diagram 05.16.05 16 ID4.01 Details 05.16.05 16 w ` FP110 Building 1 -Fire Protection Cover Sheet 05.16.05 16 1134.02 Details 05.16.05 16 FP111 Building -Fie Protection Garage Level .05 16 FP170 Build' 7-Fire Protection Cover Sheet 05.16,05 16 ID4.03 Details 05.16.05 16 U �/] g rage 05.16 Building FP112 Building 1 -Fire Protection Plaza Level 05.16.05 16 FP171 Building 7-Fire Prokdon Garage Level 05.16.05 16 1D4.04 Details 05.16.05 16 Z FP113 Building 1 -Fie Protection Upper Level 05.16.05 16 FP172 Building 7-Fire Protection Plaza Level 05.16.05 16 0 j FP114 Building 1 -Fire Protection Crawl Space 05.16.05 16 FP173 Bnielng 7-Fine Protection Upper Level 05.16.05 16 "4 FP115 BWWV 1 -Fire Protection Attc Space 05.16.05 16 FP174 Building 7-Fire Protection Crawl Space 05.16.05 16 `-020 Building 2-Free Alam Cover Sheet 051$.05 16 FP175 Building 7-F're Protcn Auld Space 05.16,E 1 s UPGRADES ( � �+ FA121 Building 2-Fire Alarm Garage Level 05.16.05 16 FA180 Bing 8-Fire Alarm Cover Sheet 05.16.05 16 ISSUE -- - - FA122 Bwkhng 2-Fire Alarm Plaza Level 05.16.05 16 FA181 Building 8-Fine Alarm Garage Level 05.16.05 16 DWG. DRAWING TITLE DATE No. -- - - - FA123 Building 2-Fire Alarm Upper Level 05.16.05 16 FA182 Building 8-Fire Alarm Plaza Level 05.16.05 16 U001 Mechanical and Electrical Upgrade Schedules 05.16.05 16 FA124 Building 2-Fire Alarm Crawl Space 05.16-05 16 FA183 Building 8-Fine Alarm Upper Level 05,16,05 16 FA125 Building 2-Fire Alarm one Line Diagram 05.16.05 16 FA184 Building 8-Fire Alarm Crawl Space 05.16.05 16 U101 Upgrade-Air Conditioning and Humidification System 05.16,05 16 VAII. RESOR'T'S FA185 Building 8-Fire Alarm One Line Diagram 05.16.05 16 0102 Upgrade-Air Wxlitimi ng and ftdAcadon System 05.16.05 16 DEVELOPMENT FP120 Building 2-Fire Protection Cover Sheet 05,15.05 16 COMPANY FP121 Building 2-Fire Protection Garage Level 05.16.05 16 FP180 Building 8-Fire Protection Cover Sheet 05.16.05 16 L1201 Upgrade-Family Room Bar,4 Bedroom Residence 05.16.05 16 AVON,COLORADO FP122 Building 2-Fire Protection Plaza Level 05.16.05 16 FP181 Building 8-Fine Protection Garage Level 05.1605 16 U202 Upgrade-Family Room Bar,4 Bedroom Residence 05.16.05 16 ARCWW=01ZRWOW FP123 Building 2-Fire Prokdon Upper Level 05.16.05 16 FP182 Building 8-Fire Protection Plaza Level 05.16.05 16 FP124 Building 2-Fore Protection Crawl Space 05.16.05 16 FP183 Building 8-Fire Protection Upper Level 05.16.05 16 0301 Upgrade-Family Room Bar,5 Bedroom Residence 05.16.05 16 FAF Itj FP125 Building 2-Fire Protection Attic Space 05.16.05 16 FP184 Bung 8-Fire Protection Crawl Space 05.16.05 16 U302 Upgrade-Family Room Bar,5 Bedroom Residence 05.16.05 16 FP185 Building 8-Fire Protection Attic Space 05.16.05 16 � U303 Upgrade-Family Room Bar,5 Bedroom Residence 05.16.05 16 nom,ca+a+®m ; FA130 Building 3-Fire Alarm Cover Sheet 05.16.05 16 MASTM PLANISM FA131 Building 3-Fire Alarm Garage Level 05.16.05 16 U401 Upgrade-Home Theatre,5 Bedroom Residence 05.16.05 16 DTMGN ARCH= FA132 Building 3-Fire Alarm Plaza Level 05.16.05 16 U402 Upgrade-Home Theatre,5 Bedroom Residence 05.16.05 16 HART J HOWERTON FA133 Building 3-Fire Alarm Upper Level 05,16.05 16 U403 Upgrade-Hone Theatre, 5 Bedroom Residence 05.16.05 16 '�°YO� ' mK I FA134 Building 3-Fire Alarm Crawl Space 05.16.05 16 U404 Upgrade-Horne Theatre,5 Bedroom Residence 05.16-05 16 MUC TUM ENC-120" FA135 Bolding 3-Fire Alarm One Line Diagram 05.16.05 16 MONROEA BqC Ik 0501 Upgrade-Hot Tub Spa 05.16.05 16 WCUAMCALELECMMENGINM FP130 Bulft 3-Fire Pr on Cover Sheet 05.16.05 16 U502 Upgrade-Hot Tub Spa 05-16.05 16 AVON,COIDR O FP131 Building 3-Fine Protection Garage Level 05.16.05 16 cmENGnvMR ALMM FP132 Building 3-Foe Protection Plaza Level 05.16.05 16 U601 Upgrade-When Range 05.16.05 16 cGO s MG,Mr- FP133 Building 3-Fire ProbAm Upper Level 05.16.05 16 0602 Upgrade-IGtden Range 05.16.05 16 FP134 Building 3-Fire Protection Crawl Space 05.16.05 16 PROJECT NUMBER: 20900.00 FP135 Building 3-Fire Protection Attic Space 05.16.05 16 U701 Upgrade-doe and Sncnvmelt System 05.16.05 16 ' zssua REVISION DATE 0702 Upgrade-toe and Snowmen System 05.16,05 16 FA140 Building 4-Fire Alarm Cover Sheet 05.16.05 16 06 CONST DOC FA141 Building 4-Fire Alarm Garage Lead 05.16.05 16 LW1 Upgrade-Master Bath Tub 05.16.05 16 FOR PERMIT 08.13.04 FA142 Building 4-Frye Alarm Plaza Level 05.16.05 16 U802 Upgrade-Mash Bath Tub 05.16.05 16 I � 07 BLDG.2/CONST. 09.02.04 FA143 Building 4-Fire Alarm Upper Level 05.16.05 16 FA144 Build' 4-Fire Alarm Crawl Space 05.16.05 16 5A.TUNNEL REV. 09.10.04 FA145 Building 4-Fire Alarm One Line Diagram 05.16.05 16 0901 Upgrade-Baseboard Hraitirg 05.16.05 16 08 BLDG.3/CONST. 09.24.04 09 BLDG.4/CONSf. 10.11.04 FP140 Building 4-Fire Protection Cover Sheet 05.16.05 16 10 BLDG.5/CONSr. 10.25.04 FP141 Budding 4-Fire Protection Garage Level 05,16.05 16 5B FINAL CONST 01.03.05 FP142 Building 4-Foe Protection Plaza Level 05.16.05 16 FP143 Buying 4-Fire Prolection Upper Level 05.16.05 16 6-0/7-0/8-0/9A/l0A/11 FP144 Bulling 4-Fire Pmb*n Crawl Space 05.16.05 16 FIlNAI.CONST 0 .03.06 FP145 Building 4-Fie Pmk0on Attar Space 05,16.05 16 12 ADDENDUM 1 41.12.05 13 ADDENDUM 2 01.19.05 FA150 Building 5-Fire Alamo Cover Sheaf 05.16.05 16 14 ADDENDUM 3 131.28.05 FA151 Building 5-Fine Alarm Garage Level 05.16.05 16 FA152 Building 5-Fire Alarm Plaza Level 05.16.05 16 15 ADDENDUM 4 0429.05 FA153 Building 5-Fire Alarm Upper Level 05.16.05 16 1 16 ADDENDUM 5 as.1s.05 FA154 Building 5-Fire Alarm Crawl Space 05.16.05 16 FA155 Building 5-Fire Alarm one Line Diagram 05.16.05 16 INDEX FP150 Building 5-Fire Prokdon Cover Sheet 05.16.05 16 OF FP151 Buldrg 5-Fire Protection Garage Level 05.16.05 16 FP152 Building 5-Fire Protection Plaza Level 05.16-05 16 SHEETS FP153 Building 5-Fire Protection Upper Level 05.16.05 16 FP154 Building 5-Fire Pr tdon Crawl Space 05.16.05 16 FP155 Building 5-Fire Protection Attic Space 05.16.05 16 G003 ABBREVIATIONS MATERIALS LEGEND PROJECT DIRECTORY Q2004 4214 TURF, INC. A.C.T. - ACOUSTICAL CEILING TILE MTL. - METAL OWNER STRUCTURAL ENGINEER INTERIORS E Rl�N'L}A Vail Resorts Development Company Monroe & Newell Engineers Slifer Designs, Inc. .COI-Ilil` AES - ARCHITECTURAL EXPOSED STEEL M.R. - MOISTURE RESISTANCE '137 Benchmark Road 70 Benchmark Rd., Suite 204 216 Main Street #C-100 EARTH CERAMIC TILE ROUGH WD. BLOCKING A.F.F. - ABOVE FINISH FLOOR MWP - METAL WALL PANEL P.O. Box 959 P.O. Box 1597 Edwards. CO 81632 Avon, CO 81620-0959 Avon, CO 81620 ALT - ALTERNATE N.A. - NOT APPLICABLE :: ;: ° CONCRETE (Section) GWB SHIM/BLOCKING ALUM - ALUMINUM N.I.C. - NOT IN CONTRACT BLDG. •-- BUILDING N.T.S. - NOT TO SCALE - � CONC. PAVING (Plan) PLASTER W/MTL LATH PLYWD. (Smale Scale) MECHANICAL ENGINEER ACOUSTICS CJ -- CONSTRUCTION JOINT O.C. - ON CENTER ARCHUM OF RECORD 42 40 Architecture Inc. M-E Engineers, Inc. Sonics, ESD CL - CENTERLINE O.D. - OUTSIDE DIAMETER ` MARBLE ACOUST. TILE PLYWD. (Large Scale) I 48 E. Beaver Creek Blvd. 130 1/2 Dunecrest Avenue Suit e 200 CLG. - CEILING O.F.C.I. - OWNER FURNISHED, CONTRACTOR INSTALLED GRANITE GLASS BATT INSULATION Suit 18th Street Suite 307, P.O. Box 5740 Montery, CA 93940 CLR. - CONCRETE MASONRY UNIT O.F.O.) - OWNER FURNISHED, OWNER INSTALLED Denver, Colorado 80202--1267 Avon, CO 81620 C.M.U. - CLEAR OPP. -•- OPPOSITE HAND CRUSHED ROCK STEEL/MISC. METAL RIGID INSULATION W C.O. - CENTER OF PC - PRECAST CONCRETE C.O.F. - CENTER OF FLUE P.LAM - PLASTIC LAMINATE CONCEPTUAL DESIIGN ARCHffI;CT ELECTRICAL ENGINEER WATERP_8QOFING COL. - COLUMN CONCRETE BLOCK ALUMINIUM - o GROUT/MORTAR Hart Howerton, PLYWD - PLYWOOD / Ltd. M-E Engineers, Inc. Wins. CONC. - CONCRETE PN -- PROJECT NORTH # Janney, Elstner Associates, 0 C.O.W. - CENTER OF WALL _ BRICK FINISH WD. TRIM � _�<<�_�� !_� CARPET 216 Main Street 0200 Su E. Beaver Creek Blvd. Inc. P.T. PRESSURE TREATED Edwards, CO 81632 Avon, CO P.O. ox 5740 Sui e11 W. Asbury Avenue W �„� CT. - CERAMIC TILE PTD - PAINTED STONE Lakewood, CO 80227 A CPT. - CARPET R - RADIUS H C D.D. - DESIGN DEVELOPMENT RCP - REFLECTED CEILING PLAN QML EUGINEER LANDSCAPE CODE__CONSULTING PC DIA. - DIAMETER RB - RUBBER BASE Alpine Engineering, Inc. Dennis Anderson Associates, Inc. Rolf Jensen & Associates, Inc. (f k DWG. - DRAWING RE: -- REFER TO P.O. Box 97 P.O. Box 1387 1324 15th Street ,� (E) - EXISTING REQ'D - REQUIRED Edwards, CO 81632-0097 Edwards, CO 81632-1387 Denver, CO 80202 C EL. - ELEVATION R.O. - ROUGH OPENING U I W FD - FLOOR DRAIN R.O.W. -- RIGHT OF WAY GRAPHIC SYMBOLS I � WI FEC - FIRE EXTINGUISHER CABINETS SC - SOLID CORE �T� IV IV F.H. - FINISH HEIGHT SHT - SHEET I W FIN. - FINISH SIM. - SIMILAR. y F.F. - FINISH FLOOR SIP - STRUCTURAL INSULATED PANEL U V F.F.L. - FINISH FLOOR ELEVATION SS - STAINLESS STEEL GARAGE SECTION DIRECTION—�-„�i, Z F.R.T. - FIRE RETARDANT TREATED STD. - STANDARD T01 ROOM IDENTIFICATION ENLARGED/DETAIL SECTION W 0 FRP -- FIBER REINFORCED PLASTIC STL - STEEL DRAWING NUMBER--s-1/A000 0-4 F.O. - FACE OF STRUC. - STRUCTURE (STRUCTURAL) Roots NUMBER --�-- �/ 04 SHEET NUMBER- FRP -- FIBER REINFORCED PLASTIC T.O. - TOP OF SHEET A401 -_ FEC - FIRE EXTINGUISHER CABINETS T.O.B. - TOP OF BEAM SHEET A403 - VICINITY MAP F.F. - FINISHED FLOOR MATCHLINE T.O.D. - TOP OF DECK DOOR IDENTIFICATION FVC - FIRE VALVE CABINET T.O.R.D. - TOP OF ROOF DECK T01 - DOOR NUMBER GALV. -- GALVANIZED T.O.F.D. - TOP OF FLOOR DECK GWB. - GYPSUM WAIL BOARD - T.O.F.F. - TOP OF FINISH FLOOR '"7 �G.C. - GENERAL CONTRACTOR T.O.C. -- TOP OF CONCRETE ELEV. REF DATUM POINT CL aw>±VDEVMD R GFRC - GLASS FIBER REINFORCED CONCRETE T.O.P. - TOP OF PARAPET wINDOw/LOUVER TYPE -- WINDOW/LOUVER IDENTIFICATION GYP BD - GYPSUM WALL BOARD T.O.R. - TOP OF RAIL VAIL RESORTS HDWR. - HARDWARE TO5 -- TOP OF STEEL 12 N ,�, 8� . H.M. HOLLOW METAL -lyp, -- TYPICAL REVISION NUMB 1 REFERENCE � r.,. Oft DEVELOPMENT H.P. -- HIGH POINT REVISION NOTE REF 7 ROOF' SLOPE .�� !y: COMPANY U.N. - UNTT NORTH Cp � AVON,COLORADO HT. - HEIGHT U.O.N. - UNLESS OTHERWISE NOTED LANDS. - LANDSCAPE VCT - VINYL COMPOSITION TILE FLOOR �L-""T�� d L.P. -- LOW POINT ARCEUn3croxxscoeD V.I.F. -- VERIFY !N FIELD FIRST LEVEL _ MACH. - MACHINED W/ - WITH EL=iW- 0' FINISH FLOOR ELEVATION GRID LINE Od9e LOOP M.D.F. - MEDIUM DENSITY FIBERBOARD _ ELEVATION HEIGHT---�� t0�s S Itj WD. WOOD �- �..�Q� f�• MFR. - MANUFACTURER 4 I W/0 - WITHOUT SLOPE DIRECTION I �`Sf! ° ,COkwad° MIN - MINIMUM WWF -- WELDED WIRE FABRIC MIR - MIRROR (OPPOSITE HAND) FINISH CELING Ol MASTER PLANKM ac DMGN ARCS nwr GWB CLG. CEILING HEIGHT REFERENCE BUILDING TRANSVERSE ' EL=+gam GRID HARTIHOWIBRTON NUMBER GRID ' mwyo CLEAR HEK IT 1tK NEW x oax GENERAL NOTES Ra. MONROB&N6�A�.I.�IIVC DRAWING NUM BUILDING S �-' AvoN,CODMIWo 1 . THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND SHALL 1_____ GRID �„�, ,�x EL-WC1kLEN0� AT ONCE REPORT TO THE ARCHITECT ANY DISCREPANCIES, INCONSISTENCIES OR S BUILDING SECTION REFERENCE LETTER LONGITUDINAL GRID FpEegt RCS. AVO CO SHEET NUMBER A311'I ' rn R1VGAFSSR OMISSIONS DISCOVERED. go ALMNIE E?4GnffMMG,ING 2. ALL WORK AND MATERIALS ARE TO COMPLY IN EVERY RESPECT WITH THE LATEST •-• A WALL TYPE REFERENCE VAIIy COIABADO REQUIREMENT OF ALL APPLICABLE LOCAL CODES, LAWS, ORDINANCES, STATUES, wALL LOCATION REGULATIONS AND THE DIRECTION OF THE BUILDING INSPECTORS. REGULATION AND WALL TYPE PRO]E ;TWN13 & 20900.00 DIRECTIONS ARE TO BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS, °aAw'"� "UMBER 1 BUILDING ELEVATION REFERENCE EXCEPT WHERE EXCEEDED HEREIN. SHEET "UMBER AAMI ISSUE REVISION DATE 3. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF N 04 CONSTDOC CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION WORK NOT sH su "= • FORPERWr 07.23.04 EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE a'., DETAILED. WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE "ffik 1 AO 0 05/06 CONSTDOC 08.13.04 DRAWING NUMBER --- 31A921 Q BID['.2/CONST. 09.02.04 ARCHITECT FOR RESOLUTION. INTERIOR ELEVATION 4, ALL DIMENSIONS ARE TO FACE OF GYPSUM WALLBOARD UNLESS OTHERWISE PLAN, SECTION OR 08 BLDG.3/CONST. 09.24.04 SPECIFIED. ALL ELEVATION MARKERS NOTED ARE TO TOP OF FINISH FLOOR AND NUMBER ELEVATION DETAIL 09 BLDG.4/CONST. 10.11.04 ROOF DECK, UNLESS OTHERWISE SPECIFIED. DO NOT SCALE DRAWINGS. 10 BLDG.5/CONST. 102504 5. ALL MATTERS RELATED TO COLOR, TEXTURE, DESIGN AND INTERPRETATION OF PLANS �"— SHALL BE REFERRED BY THE CONTRACTOR TO THE ARCHITECT. 5$ FnvALCONSr 01.0305 6A/7A/8A/9A/10A/11 s• SITE BOUNDARY LINES, BOUNDARY DIMENSIONS, BOUNDARY DECLINATIONS, AND FINAL CONST 01.03.05 EXISTING GRADES WERE PROVIDED BY THE OWNER FOR REFERENCE ONLY. THE CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED AND VERIFIED THE ACTUAL 16 ADDENDUM 5 05.16.05 GRADES, LEVELS, DIMENSIONS AND DECLINATIONS AND THE TRUE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE ARCHITECT. APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS CONTAINED WITHIN SUBMITTED DRAWINGS; APPROVAL IS FOR CONFORMANCE WITH DESIGN ONLY. 8. THE ARCHITECT AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS, TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. SUCH GENERAL WORK, IF REQUIRED, IS TO BE COMPLETED UNDER A SEPARATE CONTRACT. INFORMATION 9. ROAD AND STREET CLOSURE: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ROAD AND STREET CLOSURE AND PROPERTY LINE INFORMATION PROVIDED BY THE OWNER, AND TO CONSTRUCT THE PROPOSED IMPROVEMENTS WITHIN SAID CONSTRAINTS. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH THE LEGAL DESCRIPTIONS AND SURVEY INFORMATION AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE OWNER ERRORS, G005 INCONSISTENCIES OR OMISSIONS DISCOVERED. 1© 2004 42140 ARCHITECTURE, INC. A:I P ki �,��`W� 3�„i-� ` �tom• r a -fit i'`�`3.�'4sw is - 5 �. 0 WA BUILDING 8 Bill 10 SEPPAUE • W �_�.� �- BUILDING 7 . "�+ V , r GORE CR E�K OEM TO SEFlill _ a WA BUILDING 6 �.�- � k • U � �_ --- Z Fill TO SBNWAE �- vi `►� ' BUILDING 5 -� ! ;1 �►� BUILDING 4 -/+'- � ; aWN>3R/DevllLOr�eR 10 SOVAUE VAIL RESORTS o Ci4 ko j DEVELOPMENT y'n- 1 1 COMPANY f AVON,COLORADO ARCIRTHC'T OF RECORD BUILDING 3 Is ,0 +0--" Q euanr.s s 11111 Jill BUILDING 2 ® .000*• 111 Cal � TO SIBRAFAW / 1 2 PACKW •/ -�- , NOTE: / DPSIGN ARCHITl3C."i BUILDING 1 �_ +f .-�! �'y� ALL DIMENSIONS ARE GIVEN TO FACE OF CONC. WALL HART I HOWERTON i°I -�.�'�� .-�" - s� RE: STRUCT. (TUNNEL PACKAGE) FOR / NsavxoRx,NxWxoRlc DIMS LOCATING RESIDENTIAL BUILDINGS. / �' •�' w ' STRUCTURAL ENGEREM {I MONROE&NEWELL BNGDNfAk%MC ! AVON,COLORADO r / IdRCFfANICAL FZlx TXfCA-TMQM i 4 / AVON,COLORADO 3� 1, 1 , ` ' '1 • ALPINSSNGaV HW9,,INC. ,. EXISTING =a �v PROJECT NUMBER: 20900.00 I - m n � � ���� •= MARRIOTT PARKING .- \ STRUCTURE ` / ISSUE REVISION DATE 04 CONST DOC 'Gj FOR PERM rr 07.23.04 III CONSTDOC 08.13.04 'S'K 'r �jA,, A BIDE 2/CONST. 09.02.04 5 TUN1.L'+.+ REV. 09.10.04 } -x, r i - <i¢ a ■ r`' .'s- ��'' g Say Y ; Az, :f - _ BLDG.3/CONST. 09.24.04 r T s-a ,s,f' -.��.,.+, � �� - -rc• t'Jv - -h.w, �;. _ +Y-_I� r7. -w: -..-s`: $ - :.s '�? r( 'v-s_.. , - �' '°a_-- -�' • tom-= �- .`k .�� _.;ix _ !�:-�," `: x ..�'✓• -v°},,,. BIDG. 4 CONST. 10.11.04 ad ,x f '•r ` _ ..} .tom - y ;�' - .�.�. .q¢_�,� 4� h. =` `� - - r*, -r,/- vf�C+ - ■ ■ -!� -V,�S - -,sue` ay �$°' .:?�-. •Rr- -Br'.sR ? •9. Y'- y'':_ 5 _ �: - '�� ;�. �,-- _ "� - - �Y •, �'���,- _-� A BIG.5 CONST 0. 504 `�i -� - _- - ~~ }_ �- -\rt. Lam. -�•�_:_Xi-,...C'LJ�� � 'i�`_ ��r _ _ �-:_�. >t ■ - r<i. "K,, x .�-.. r 1.rg F.,.:. s-tK• - _ t� r�y,� _s.•:e1 FINAI.CONST 0 1. 3.05 _� - -�,' ., .- -�- +•,.i - � - -- -� ;.- ��.. - ;.,: � '_� � � 0 :� ����.- - EXISTING � �. �_ = ��� "i'�.: - >- •� �:� � r \ _ •N _ `S.� _ _ ''P' s:h L� �- h- •C - -_Cs� t4.ate- e St•h- . / '�1>>-r.r - - .:fie a' '•7. r.. -ryA,.! .+;`_r 'F .��..> ,tv"'.s :- "�'_ - - -'S!'�- ?yf• __ �s fib':•. :-� /' .r_:�,�•. ,r�._ : MARRIOTT � {�- :�q � ,r�.�,� - _ _�.� /-:� _ .. - �a �7A/$A/9A/l0A/11 E ._�S�-:: • , ! s 'r3� ��¢- � - �� 5 ---�-,y-:' -`y4 _ '�ti-�'�-: a:- _ ci.,: •`?�s F:=� �� s✓. �-� '� � ,r �v - _ a• -'ice;- • -..,• ^^' �� _ s;. '� �G' >•:.,'. �.��, � • - -._ifs.� - =Y",_ i' - -r., .s --rs': -r.n; _ .,.,- -." �, _ � - � -� �� �, K�::..�. •� -zu ;°��� Fir��YYAI.CONST 01.03.05 __ ,:: ta" ,.� _�� ; .. �� �, �^.:- a,;- _ - _ _.� ,�}..:� c 6--• ��.rr:rt •£.,y�_ ;� .°� - as'r �ie_?•fz.y`.y `sue 1- __ • r" SaY.�'•>? _-kr -r-p;� .T.4 - - ii - .w 'x. :`�aar ._s�' _ ,':ra `�# iy a _ _ yc ��•. 16 ADDENDUM 5 05.16.05 p ♦ -�tA... Lr 4: a:. � -: � .gin: *:�%v -a c. t.-. ��+y� .`�- _ .¢ :x�Y-sr . -7" {"l 3.`." F• - - - is-- 1�,.].e �it'. [r t "-}. �- .f ea _'f'e ..,� _f-�? • - - - ;A'•.. '='� � � _ _y M - v:'r• _ � -.4`.�ej.'-_` i .�'.` - r. •.. .�r-p�„ �i`Fa'� - �• =;�:. - i#^�Ss "-.d _ }_a.-- '(x .s.. '-`✓4_ ..^s-.�a'_FZ-.J e-, ': '=c ,.ate•,`.,r- ,mss,_ - R. 1r Fit •` u° g :< _a s z .�f>r, -� Sri .S ::"his. ..5''- 3c.4'.'" .`� _ n4.,.,'' `�. �Y.=a•.. - z=. r -i qR�°b'.",` +:Ni"" K .': _ - St -�. . .7e.w...,. �'-!'� r�� .17'•. -s - �-f 'x-.. / :f -_ X -:Y `. ---.T.r•..r 2 :�} t!� 4i' .Y yµ3`'. `�' .3"Y. L .T_i+-. _ ;. - _ ;hJ '•Y-_ �i �i i'.i'i-}` 3 , :,s--t:. .L. _ .ra;`°'.` �•_ t,n iii' •4` [- �.W�. ��n •"- _ rB� W' <aYi. -yY- "J�."! .fir --�T .1�� +. ."- � - 'ri•\d'�4. - 'A-s' v$�t: _ - _ z4_ i .�-.. f- .: �, -�,�. �' • ? ._ w •- � � � r� t �..a -it` t a , I r F ARCHITECTURAL F 4� -- -------� SITE PLAN GARAGE LEVEL ON i I i I i SITE PLAN - GARAGE LEVEL AS001 1 SCALE: 1" w 30' M-11I E N Qc 2004 42140 ARCHITECTURE, INC. col E. RA' I j0h,�'siJl Ile Zo BUILDING 8 Fz _ �� _ ORE CREEK � BUILDING 7 O .......... _ � � x� ----------- � � BUILDING fi i ,o SEWME E LILOM it FVdX ECE _ z _ Q BUILDING 5 � BUILDING 4 / 10 -� 1 OWN�/DEVBLCV'ER V�L RESORTS l,J _ DEVELOPMENT — _. I COMPANY / BUILDING 3 '�� �o� .J ��/ / _�'� ��.�---,— --- --„'m_�1` � � I AVON,COLORADO ol FA moo ool owl Ivi oop BUILDING 2 �--� / \ /- /� / _ f V _ _�, / / Bernm coax d► ! 1�' O2 PACK4M ► '"*lo // 1.41 / 4EbEEN NEE iw / ry / nowL upmm MASr�t PIANNHt BUILDING 1 �aEOSr _ lo,/ //// doo*/�// f r__ / / i DBStGN ARC1fffELT �' _ o C1 r / // // __ _ / / RNTEW YOM OWEWTORK N // �� MONROE&Nacveu,Et4Gn�ES.RX AVON,CCKDRADO .�— ! JL-•-tea r a�. ~ s / M®C.FLINF$IIHCLYICALENGIIV�7t •''' AVON,COLORADO itr - O c> c4 x e3 ix t t x �S$ar�3 Y” / ALPIIVBy .IPTC ' COLORADO -A ' Vim/• EXISTING - " Q � � � '.�' � •� - r ����, MARRIOTT G f _. PARKING PROJECT NUMBER: 20900.{10 � . ❑ �"'� — ;.; t3� STRUCTURE , ; ' � � 24, // ��— \ f'` Yr �� �_T / Q ISSUE REVISION DATE �- ❑ - ` ,vim _ Ii •''- E r � ��-ars ,✓. r\ EG P Ss [�fS� f 04 CONST DOC �.-— *t3` � � � r � / , \o� , FOR PERNTr 07.23,04 ~~~~ -��- / v 05/06 CONST DOC 08.13.04 Y ,ate x n BLDG.2/CONEY. 09.02 04 .3` - i ht;- �1 - _ ti+�' -_ -r r��'s "t'_MS e `" s s _- `t -- -! - z' ,r,:x- �`- i >• Yrr"i,T -'3`i s' €---- r u .. �,_ .`yy - r 1 \_ / 'm Rz'=•as:_� _ s_„a• '�" y'•„'�f,.�3_ ' ..f- r- ?� - ::.- - � 5:-, --,aa'sc•x. - 6�!lf �rsa�„-< Fe- .•.cx'- _ - __ ' _ .. _ �v f TUNNEL REV 09.1D.04 _r"-�,x°,S,.r -•��.�- � a r-- -'_'::� .. - - .�'-1.:..,. - k++:� -,�- - `-� -.r-,-..' :f "`5,;. _ - - _. y :r - _ �- c - r- i�•Kam. _ "a:•z< _'?� '+��:_ r•;z•� E_ �3 . -_;- _`.i'-' ter.. :'�'- s� - - - .mss:'" __ ,»..-. � -� x'.. �.�- rte,- _ ��• � �- . :_;. -: ;� f, .. r _, Y - ® BLDG.3 CONST. 09.24.04 - �S, - -� -'�'f ']^�"-� -� -�5�<,-£_--y''�.' �7 i -+� _ -� �- -r�,'Y • -yY�l- ��< J�[i%s � _ ' _ _ - -``• r _ '. rrs , .r -s'd - '..V- -i Sz"'7c�«zi�._':1",r B7�G.4/CONEY. 10.11,04 .. :�- ice'=",k-'.- "�'��-r �, rr- -" -_._ {Y�s�I�+�'��£•- � t- s �-'�%- -n_3 ;�- -� on,=`-- - _ '�yyf _ w,. ..�'iL .a�3.�. �� ;._�'-°' _ .°-c -•s ='�._'r�. __ � F_�• -�-, ..l�E .c. r _ ��''��$$ "- i:e _ - "�'.:y.. :'z°�L.s S.'� �s..f.r .� v� � 'i. '��Y ,'_S� � ? -•3z - .S8-: Y . ` ':+C• _ 3`' SF ::,1:: s��(a,r.._f.-i4r-. _-Cr,c.- -'i -.3<^, Y�vY'"...• _ _ .t_ �'r--F -".<' a"r+• . -A.,N. x _ - '1a.,i•' _-_ -;;r - eT:, .x, _ :s..;- Atr "sus,'•`a"'�` ',,.�:- r�" ,.rr - a ...�., ,E. t� BLDG. 5/CONEY. 10.25.04 �L.�. .-- -`. .;� :r�_._ �,]1:. _z>1 'y+�n'f d� ('' ds'3•lt!'?--• Y.r:_'-?__.'¢l.e.y :e{':- :. .l �SSa`5+5- gy- Vii'..• - '�- -°:+1. _—�°c,. -- "'¢h•`_�`i..., - - EXISTING r Y-'� :.'•� ?O�l=Y :�,.•r- -F - ` J6 .r."c: -TC. -: :> "'r'tr _ _ t---- x. -`fie _ ` - _ -�, -z+:._` =:�'•�='' .,y.�;;: ter. •S: - - •:� .x 1 �, � e. �;.' _ � FINAL CONST 0 .03.05 MARRIOTT � -_;-w j�. -� �;- t�x _ �E ..h� - - --�•,+s 'L .'aY'' �:Y a - �'°- s",(. r�.�"�:�. .A. .TY:.' o`A.�s• . r f:S>.- :�'"" _ ,�=s;k �_t •.Ic='- •i -_� "Tx,.-a- _,G`.:�r :€_ ,r�r .r`i - x,-e� r`` .:�-- r. ��= �'`�, .'.•f'., ':a•'-Y�la'�" r' �_�q'= - ...,.1.± C- ,��n,.- -ate•. _ „�6 r� :r .,� .4 '."r--rt - �:Z�-°' s� Et- �� - .._•s .-:.- - �t,.,: 0--z.-- - ft 6A/7A/8A/9A/1QA/11 r vY-v - _ s.r. F .c.+i•r+L- {. F'+v- -'�^_: rte.-- - ... ., _. _ -s. '..� -•�:_: ."° "' ._ •t-. ,.. ,- `?_ ��+: r- - - _ rc s - .4� .��..� � FINAL CONST 010305 "•his `4. -R^°_-.?W- ��+- _ [� - - ,- ., _ � iSz.�Y-Ci' ...s _:- •-`F '-- `::s -s._;..,5--x�` �- -'� _ �.•� 1/:-fie,_,:sf} _ � r _-�.. x, - .s= rte- t-� *..: -S- Ss - { °'..-.gip .x�, ,�'�'�w �-� �.� .:��.s._-'_, :�.?• _ "v- �S,C�s`i - •�:-cam - �_.. - _r% s"i..y-.'u"�.-,"' 1 <;E-• �i�= � :�-- ,:• � s� .:.��,._ -M. 6 ADDENDUM 5 05.16.05 �-�" Y-ya' t�_` '#-_- - - :_.•�,=-' :ter '•L ,� -,s�_�._ ' .�c: .-� - -.a'="r_!x.` .k••. zt -•..LR'•'�i"N =r ". _a-,`tr?'- - r=- '='�.-r._ Y54_� •;^3-: .»r::i��-�-�' t - :4=: _ �+. z4 .. � t}x.' - -+' Ste; .�. _ __�i' .v. y` ...., _�;, ,{-r._..: . .ti &_ a , 1 < _ ,- ,y y` �- b�w'--�' '�" " •4 `1A a. `- ' i -y , .'�S':�.Y'R;.• f _r%s-y�'.i:f : Y MR r; �A.w -s.Ya`e ,' _ - >. ,.a '� _,vr, s,�,-:7i. ,s3•1 x - >- -_ *c- - - - - -f-. -. 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Q x -- -,>- -:y x= - - .r- _ 2- S7n _"."-`. •TM ID wx. ,r C€ � ,q -vs` � - :,�'=r -a.G; +a, 4.� - 'ac's sg'� pr°#-• 3_ ' � --- y - ..,; �� _pK --y+- S, r" _ >� -�- v` 4 tom. - ••'a. . s = -. �t� � r�� ti f= �----- — ARCHITECTURAL � �� � E �.�._� ._� F =v - s- _ -`� Lr.�x� ������-��s����R _ _ � SITE PLAN PLAZA LEVEL N O o a / u u L !n Vy ID SITE PLAN - PLAZA LEVEL =k s 1 SCALE: 1" = 30' = ' AS002 d NU a © 2004 42140 ARCHITECTURE, INC. co • _�Y � OR BUILDING 8 H A Em TO savow BULOW PACKAGE GREEK �--_�� GORE r-�_�' BUILDING 7 _ O t MOB BUILDING 6 -�- �, y'' Lo BUILDING 5 - �° I ■ D m SEPARRE �O s PACKAGE BUILDING 4 ■ NEW TO SEPAINZE 1 OULONc 4 PACKAGE �• OWNEWDEVELKWER _ 0116 I VAIL RESORTS aria DEVELOPMENT BUILDING 3 /-� — , COMPANY 70 3 SOINFAZE �•�U �po 4 J ! ; I AVON,COLORADO '��� •/- � O —,�. � I AIRCHrrecr or xaCORD n� oa / _/ • — — 1 [[[ 11 • I ■ J � I I BUILDING 2 — + / Demw.Colora s>E do MASTER rlalVNl'sR � BUILDING 1 ' � nENcxARcHarECT NEW m a xov�RT ON ,, NECG Yoxx,NSW YORK a� -- — S RUC1iJRALENGDaMR. MONROH do NEWELL M4GINEERS�INC � • AVON,COLORADO 1RCHANICAL ELECTRMAL gNGD4pM alli 1 ; a r J AVON.COLORADO 12 , g � Jr CrAy fO I±DWpp a, ■ _—'�—�— T } �, c rs , t r ,c ��' / ALPINE AU,C. C. ,IId ?EXISTING A COLORADO R e •]� ;' N s -{ f• MARRIOTT yaa z Ca �, PARKING as � `1 _` \ PROJECT NUMBER: 20900.00 —0 1 Ct STRUCTURE z / 1 l / Q I ISSUE REVISION DATE x .�•� �', 4 g R r� r 04 CONST DOC a +: i -���!— +_-�•� °"° 4 FORPERMrx 07.23.04 P NZ 05/06 CONST DOC 08.13.04 � � e C9• . A '_.�-i - _ v t`.Yslgsl'^,f` .d-� 3, '�� r° 3 3{ ---s- a- _ ..s, F °.`itP *1'�!� �f �S'r 09 02 0 -fati:w BJ.I.JIJ.L/COA�1a7�. 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I M _..` •� -. - - - - - 'aqf.: - ^- •ate. - _ tee,= c.}-axe-f-xr=;=3.-w `,\ Y''s Y ._,�_ ---.7C�,ixr 3- 'r•y, - -,3 _ r =r ci' } _" .- : x- °,'. }' .z".- $.` _w�. _ -,mac ±-. -.•,= :� _ ,�� :: � :� _ A FINAL CONSI' 01.0 .05 ♦ .C+ ��yC' 3'•'fig .<^�." �'Y-.i' � _ _ _ -"f x 3: n+Y--" �- _ tia ARV'. -xr� ,�y_ � _ 5-..• ; - 2_, - y ■ - .-i, •�11- J.i.( a�a'�t f�'-'tea -y. I,v "��;`•aa:: -J �s°x ,a _.,�_� -'rs<-mac a mZ-t. i'�'6 �_sy � s _-b - .�- +c t -)'�f s._. E - -� ..�wr'=t=s- �"- -`t`•'].-� •'�° y - � a;- `.�Y.'- 7-'i�`-.a t+gyp-,.. t-- 4:: '"j::l`.Y-.o= #. N ..�=�!iG`.---%'{+iY'--- `5 v.:;d W7A/8A/9A/l0A/11 �- >5$ +<- - • 4- ,5 i. _ -A..r 's:." v. .�`"c:. - _ ' 1� •- '- -�a -rti: y - -z -� • • '.�'- _ -sE' .eri.� f� -�`-,9 x�s r� tr•.� _1 v x � 'p q� -k�:,...a., •Fr _ F a- -_.r`1F•t'-�'£°: _� - .E�i+s-_.`�r�Av.• " .:w -,,,, �°a-.�, -� -S• -E� -,� � -� _. -:}h�" FINAL CONST 01.03.05 1�- �P ,�. •.ter• �� - � � F � a' :. 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X.f-';'-�4� _ _ _ �'�Co-r - • s- - 21 r.�'.c.• -- - - Y r _ - - • - J't_ IIIF •_a.- �� --:a'• 'rY`- _.,ro!: '�� � .-� :vd-r- ':a�a-- •a�?`_.-_1t:-Trz�-,�- -_7'-.' s .fi-''�r: _ fh•,S, _ � • •n_- �-r _ -- �.^,xv ,•.'--%.~''"xSe" - -"��.r - ref .c[ -�^:- x. _�_",�,°'-"- - - -,..� -Yf- - �� `�N � , - ` -��+ �_ s-_ t, .�' r.rv:.-s,��.5 yam kwv [� �+w- _', -�3y, 3�"#. -' -�''�°'rs' -,``.5+1;1" - _.�-L '� _Y' _ •,1, ��.r.�.. �.�.i.r _,'r..` . � s ARCHITECTURAL .i 'l �'�': I yam, �•,;-` - �[':� .� � - .-� _ �da- / 4 • rf • ti Y -G' sys' °�t, - -F4. R a - ,}:fK - °bs -'�"' - '.'�eJ,��-Az-a_,_ �.t�"�:?•�S��_ :. -;_.�' �; �. -.�se ;`S- ' °�Y'-."� �- -'"�' ��t r`5' � • ':-' '� be °"'•-Fn r�,.� -- -F" +fie M` ,l n` � -,�,=.�w� �-s-5�''� �� _'�i- � '� .��-r� F, .P.T� � " �- - 4 w.r. �- r�r SITE PLAN • ROOF LEVEL .w SITE PLAN - ROOF LEVEL AS003 SCALE: 1 = 30 ' a U Building Area Tabulations Code Notes © 2004 42140 ARCHITECTURE. INC. Residential(R-3) Parking Garage(S-2) Residential (R-3) Parking Garage(S-2) �� C�14�� Building No. Unit No.Type Level Area Roo s Area Building No. Unit.No.Type Level Area Room s Area T, APPLICABLE CODES (PARTIAL LISTING): 6. Exterior Projections(Sect. 704.2, 1406.3, 602.4 &2302.2) ��` �o 1 16 A Garage 1704 Garage 16 & Stor. 730 Title a) Required to be of Type IV Construction E. RAN ".L A Main 1941 A. International Building Code(2003) , ; A Upper 912 ® B. International Mechanical Code(2003) B. Specific Room Enclosures&Occupancy Separations Unfit 16 Subtotal 4557 C. International Plumbing Code(2003) 1. Parking Garage(S-2) 0-hour Fire Barrier(when sprinklered) D. National Electrical Code(2002) (Sect. 406.2.7 & Table 302.1.1) E. International Fire Code(2003) 2. S-2 to R-3 3-hour Fire Barrier 1 15 B Garage 1208 Garage 15 &Stor. 705 F. International Energy Conservation Code(2003) - B Main 1347 G. International Fuel Gas Piping Code(2003) (Sect. 508.2 and Administrative Modification Request) B Upper 959 C. Corridors(fully sprinklered bldg.,Table 1016.1) w Unit 15 Subtotal 3514 Occupant Load Served Rating U Building 1 Total 8071 1. S occupancies greater than 30 0-hour Fire Partition '' II. BUILDING SUMMARY F-{ Q 2 14 B Garage 1218 Garage 14& Stir. 761 6 6 A Garage 1704 Garage 6 & Stor. 1215 A. Project Description. One Floor below grade: parking garage(S-2) w a Three Floors: 16 residential units(R-3) B Main 1357 A Mein 1941 c B. The allowable areas,types of construction selections,areas D. Vertical Exit Enclosures (Sect 1019.1) H B Ulm 959 A Upper 912 separations are based on alternative means and methods 1. Connecting less then 4 stories 1-hoax Fire Barrier p Unit 14 Subtotal 3534 Unit 6 Subtotal 4557 through the Admmotative Modified=Request based on E. Shaft Enclosures (Sect 707.4) Section 508.2 of the 2003 IBC. For the purpose of G determining height and area limitations the structures are 2 13 B Garage 1208 Garage 13 &Stor. 802 6 5 A Garage 1704 Garage 5 & Stor. 1350 evaluated separately. 1. Penetrating between 2-Hour enclosure w/90 min.door B Min 1347 A Main 1941 C. Mixed occupancy classification is as non uses S-2 &R-3 Separation }�y . V B Upper 959 _ A Upper 912 - within ark n � ��� w A � p g garage(S�-2) in order to determine construction classification. F. Fire Barrier Requirements(Sect. 706) � .Q Unit 13 Subtotal 3514 ^Unit 5 Subtotal 4557 Occupancy separations are not required except where noted below. W (Sect 302.1&302.3.1) C4 Banding 2 Total 7048 Building 6 Total 9114 D. The building will be fully sprinklered in accordance with Sections G. Opening Protectives Requirements (Sect. 71S} Ln 903.2.9, 903.3.1.1 &903.4, Z 3 12 A Garage 1704 Garage 12 & Stor. 848 7 4 B Garage 1218 Garage 4& Stor. 812 Highest up H. Dints&Air Transfer Openings(Sect. 716&Administrative Modification Request) w E. Hi eat occ led floor above the lowest level of Fire ent Q B Main access�approx. IV-6"ft Building is not a high-rise. (�t. 1. Fire dampers are requirced at fire walls, fire barriers, & fire partitions. (716.5) A Main 1941 1357 403.1) Fire and smoke dampers are required at shaft enclosures. (716.5.3) A Upper 912 B Upper 959 F. Allowable Building Height(Sect. 504.2): I, �Spaces Sect. 71 0 Unit 4 Subtotal 3534 pa ( 7) Unit 12 Subtotal 4557 parking garage(S-2) Unlimited S.F. residential (R-3) 4 stores/60 ft, 1. Fireblocking not required in non-combustible cons>ynrcdon 3 11 A Garage 1704 Garage 11 & Stor. 820 7 3 B Garage 1218 Gauge 3 & Stor. P86 G. Allowable Building Area(Table 503): 2. Floor&Attic Dmftstopping not required in non-combustible construction A Main 1941 B Main 1357 A Upper 912 B Upper 959 parking garage(S-2) Unlimited S.F. VI. FIRE PROTECTION SYSTEMS 0WNMWDEVMDFft residential(R-3) Unit 11 Subtotal Unit 3 Subtotal 35 unlimited RESORTS Banding 3 TOW 9114 Building 7 Total 7068 H. Building Occupancy Classifications: A. Automatic Sprinkler Systems (Sect. 903.3.1.1) VAIL Use Classification B. Standpipe Systems (Sect. 905 &2003 IFC Dry Manual Class I) DEVELOPMENT COMPANY 4 10 A Garage 1704 Garage 10 & Stor. 1161 8 2 A Garage 1704 Garage 2& Stor. 845 parking gage(S-2) S-2 I C. Portable Fine Extinguishers(Sect. 906&2003 IFC Class n Avox,coLoRAna A Main 1941 A Main 1941 residential units(R-3) R:-3 Ataunwr OPMOOP A Upper 912 A Upper 912 I. Construction.Classification(Table 601): D. Fire Alarm and Detection Systems (Sect. 907) ++:cznshuction Unit 10 Subtotal 4557 Unit 2 Subtotal 4557 Use Classification K EVA VII. EGRESS parking garage{S-2) TYPE TA � 4 9 B Garage 1218 Garage 9& Stor. 995 8 1 B Garage 1208 Garage 1 & Stor. 804 residential units(R-3) TYPE VB A. Doors(Sect. 1008) B Main 1357 B Main. 1347 J. Occupant Load Factor(Table 1004.1.2): MASM PJANNER Occ. Load Factor B. Stairways&Ramps (Sect. 1009& 1010) B Upper 959 B U__Pee' 959 Occupant Use: (RA/Person) Unit 9 Subtotal 3534 _ Unit 1 Subtotal 3514 parking garage(S-2) 200 C. Exit Access (Sect, 1013) BART I HOWERTON 1. Common Path of Egress Travel(to be included within the permitted MVYORY�NSWYORK Building 4 Total 8091 Building 8 Total 8071 residential units(R-3) 200 gross travel distance) 5 8 A Garage 1704 Garage 8 & Stor. 975 HOA Total 1098 '� NG s.WC A Main 1941 Stair 1 &Mech. 400 1II. ACCESSIBLE MEANS OF EGRESS D. Exit Doorways and Minimum Number of Exits(Sect. 1014 & 1018) AVOK COLORADO A. Exit Stairway Width required, tuxes exits provided wea-mMCALBIFC RIMMOGR+MR x-R HNGTNMX W A Upper 912 Stair 2&MceL 695 AVON,COLORADO 1. Clear 48 width between handrails not required in fully sprinklered E. Exit Access Travel Distance(Sect. 1015) I Boiler Room 447 buildings Sect. 1007.3E t 3 1. Less than 400 feet able 1015.1C°" Unit 8 Subtotal 4557 gs ( � �p ) {T ) Fire Command 89 B. Exit Stairway Areas of Refuge F. Emergency Escape and Rescue Openings I Receiving Room 102 1. Na required in fully sprinklered buildings(Sect. 1007.3,Excpt.3) PRO3�NUMBER 2M.00 I 5 7 B Garage 1208 Garage 7& Stor. 984 � 1. Does not pertain in Croup S-2 B Main 1347 C. Exterior Area for Assisted Rescue(Sect 1007.8) I 1. Required only where the exit discharge is not accessible(Sect. 1007.2, Excpt. 1) VIII. OTHER S B Upper 959 Tunnel 24547 ISSUE REVMON DATE I Unit 7 Subtotal 3514 Residential(R-3) 64648 Parl g Garage(It 3) 42071 IV, PAR_ KING_CALCULA'TIONS A_ Interior Finishes(Table 803.5) as CONSr DM I Building 5 Total 8071 2 PARKING SPACES PER UNIT x 16 UNITS 32 1. Class C FOR FExAIrr 07.23.04 i GUEST SPACES IN TUNNEL 18 TOTAL 50 B. Ventilation(Sect. 1203) 05/06 cOsr DoC 08.13.04 07 BLDG.2/CONST. 09.02.04 C. Lighting(Beet. 1205} BLDG.3/CONST. 0924.04 V. FIRE RESISTIVE REQLJI EMENTS FOR PARKING GARAGE(S-2)T D. Sound Transmission Sects 1207 ( 09 BIDG.4/CONSr. 10.11.04 A. Fire Resistance Ratings for Building Construction Type IA(Table 601): E. En Efficiency Sect 1301 10 BLDG 5/CONST. 10.25.04 1. ShucbxW Frame 3-hour ' CY( ) 2-hour(where supporting roof only) 5B FINAL CONSr 01.03.05 F. Minimum Phhmbing Facilities (Sect.29(12) 2. Floors(incl. supporting beams&jsts.) 2-hour 6A/7A/8A/9A/10A/11 3. Roofs (incl. supporting beams&jsts.) FnSIALCONSr 01.03.05 j a. less than 20 ft. above floor 1 112-hour 16 ADDENDUM[ 5 05.16.05 b. Roof covering(Table 1505.1) Class B 4. Exterior Walls _ { a. Bearing Walls 3-hour,non-combustible b. Nonbearing Walls not less than that required by other sections of the code 1 c. Maximum Area of Exterior Wall Openings (Table704.8) (for a fully sprinklered building, Sect 704.8.1) CODE ANALYSIS S. Interior Walls(Table 601) 8c SUMMARY a. Bearing Walls 2-hour 1 hour(where supporting roof only) ` b. Occupancy Separation Walls: generally not required except as noted below I c. Nonbearing Walls not less than that required by other NOTE: Refer to Sheet R002 for residential(R 3)Code Analysis sections of the code _ i Code Notes © 2004 42140 ARCHITECTURE, INC. I. F_IRE RESISTIVE UIREMENTS FOR RESIDENTIAL -3 �Q SR ) � ..�a.. A. Fire Resistance Ratings for Building Construction Type VB(Table 601): `'� C. R AI*I�,�i 1. Structural Frame Non Rated 2. Floors(incl. supporting beams &jsts.) Non Rated 3. Roofs(incl. supporting beams&jsts.) Non Rated a. Roof covering(Table 1505.1) Class C Required, Class A Provided 90 MIN. _ 4. Exterior walls a. Bearing Walls Non Rated except as required w (Sect. 704.3 &Table 601 &602) b. Nonbearing Walls Non Rated except as required E"'I (Sect. 704.3 &Table 601 &602) 0 c. Maximum Area of Exterior Wall Openings: Unprotected where greater than 5 feet fire separation distance per Table 704.81 5. Interior Walls(Table 601) (f) E� I RE sHEETASO� _ - ' a. Bearing Walls Non Rated ,,, FAR WrAU - O b. Nonbearing Walls Non Rated O 194r. TYP- B. Specific Room Enclosures&Occupancy Separations = 90 MIN. FROM OCCUPED SPACE r7 Ql to - 3-HR PFNEMTION ZONE 1. Mechanical Room 0-hour Fire Barrier(when sprinidered) 1�"1"�� - - (Sect. 302.1.1 &Table 302.1.1) 90 MIN. C. Corridors(filly sprinklered bldg., Table 1016.1) , i z - - _ Occupant Load served � W 0 1. R Occupancies greater than 10 0.5 hour Fire Partition ~ 2. Exceptions include and are not limited to: Q R :: I I - _ a) A fire-resistance rating is not required for corridors contained with a dwelling or sleeping unit in an occupancy in Group R IL D. Vertical Exit Enclosures(Sect 1019.1) ill I I_I ^ I I I 1. Connecting less than 4 stories 1-hour Fire Barrier -, ' I I I_ I I I - - - - • . •f d- • 1 I I i! -JI I I 1_i'"�1�`-ilF II I I II : � 1 I 2. Exceptions include and are not limited to: OWNS Wn$vat:OM I a) Stairways serving and contained within a single residential dwelling VAIL RESORTS unit or sleeping unit in occupancies in Group R-2 or R-3 and sleeping units in occupancies in Group R-1 are not required to be enclosed. DEVELOPMENT 07 (Sect. 1019.1.,excpt. 3) COMPANY CODE REFERENCE SECTION ( UNIT B ` AVON,COLORADO E. Shaft Enclosures(Sect 707.4) ,�,� � � 2 AREA SEPARATION WALL AND SHAFT 1. Connecting ess than 4 stares 1-hr enclosure SCALE: 1/4" = 1'-0" A-01-10 g 1 F. Fire Barrier Requirements(Sect. 706) 1. Fire Walls &Party Walls 2-hour rating I*n (Sect. 503.2 ,Table 705.4& Sect. 705.3 excpt.) Dwww'Caimado G. Ducts&Air Transfer Openings (Sect. 716&Administrative Modification Request) MASMPLANNM FIRE SEPARATION RATWS ]DESIM RCHMEr 1. Fire dampers are required at fire walls, fire barriers, & fire partitions. (716.5) HART I HOWERTON 1-HR FIRE RATED WALL >r I i�i 1.1.I r■I�■I iiii�I.. Fire and smoke dampers are required at shaft enclosures. (716.5.3.1) ioraw Yom m w c 241R FIRE RATED WALL H. Concealed Spaces(Sect. 717) smucrURAL,N j 3-HR FIRE RATED WALL I I I I I I I•I I I!I I I ItONRaB de NB'�VLI1.PriGAY�A,S,A+1C 1. Fireblocking AVON.00LXtAM I E12CT0CAL0%'cna 2. Floor&Attic Draftstopping not required when fully sprinklered M4�6 INC with NFPA 13 system(sect. 717.3.2, excpt, 1) AVON,COLORMo CrMENGMU ; H. FIRE PROTECTION SYSTEMS ENG � • veu,COLORMO A. Automatic Sprinkler Systems(Sect. 903.3.1.2) I 90 MIN. PROJECT NUMBER: 20900.00 I B. Standpipe Systems(Sect. 905 &2003 IFC Dry Manual Class 1) C. Portable Fire ISSUE REVISION DATE Extinguishers(Sect. 906 &2003 IFC Class I) 04 CONS(DOC D. Fire Alarm and Detection Systems (Sect. 907) ME: 11---1 11- 11= -" FOR PERMIT 07.23.04 I H k ITJ 11 I I I=I I k III. EGRESS $ 05/06 CONST DOC 0&13.04 I t-1 11=1 11= A BLDG.z/coNsr. o9.o2.o4 I.��I��IIIIIIII: . l A. Doors(Sect. 1008) A BLDG.3/CONST. 09.2404 j i i B. Stairways(Sect. 1009} 09 BLDG.4 1coNST. 10.11.04 RE.SHEET AI801 10 BLDG.5/CONST. 10.25.04 j FOR pETAII.S i C. Exit Access(Sect. 1013) 1. Common Path of Egress Travel(to be included within the permitted- 01.03.05 F travel distance) 6A/7A/8A/9A/10A/ll ! 10'4".TYP. 9a MIN. FROM OCWPED SPAM D. Exit Doorways and Minimum Number of Exits (Sect. 1014& 1018) FINAL CONSI' 01.03.05 3-HR PENETRATION ZONE 1. One Exit Required(Sect. 1018.2 note 2) 16 ADDENDUM 5 05.16.05 _ E. Exit Access Travel Distance(Sect. 1015) 90 MIN. 1. Less than 250 feet(Table 1015.1) IV. OTHER REQ S ` A. Interior Finishes (Table 803.5} 1. Class C `• _ B. Ventilation(Sect. 1203) _ I CODE ANALYSIS & C. Lighting(Sect. 1205) I� I I I I..- - .. • a s •., i - I �- .-° '• -'.-` D. Sound Transmission(Sect. 1207) SUMMARY i. a 4 E. Energy (Sec 130 1) I � I F. Minimum Plumbing Facilities (Sect. 2902) A 07 ! i CODE REFERENCE SECTION ( UNIT A FOR ALL OTHER INFORMATION PETAINING TO THE RESIDENTIAL CODE ANALYSIS REFER TO THE ADMINISTRATIVE MODIFICATION REQUEST R002 AREA SEPARATION WALL AND SHAFT PROVIDED BYROLFiENSEN&ASSOCIATES SCALE: 1/4" = 1'-0" A- DT-10 ® 2004 42140 ARCHITECTURE, INC. DESIGN AND CONSTRUCTION TOOL FOR CONCEALED SPACES AN except concealed mdica�lseow: wholly m'Ply by eVosed combustible construction shall be protected by sprinklers, rg C 01 Concealed SpMs Not Requiir§LnnUer Protection 002 NFPA 13, Section 8.14.1.2) E. RAN AL Method 1. Noncombustible and limited combustible concealed spaces with no combustible loading having no ,iG H N S ROOF access shall not require sprinkler protection. The space shall be considered a concealed space ev+ea rah with small openings such as those used for return air for a plenuxm. '" y COMPOSITE JOISTS Method 2. Noncombursh'ble and limited combustible concealed spaces with limited access and not pamitting � MIN. BATT INSULATION occupancy or storage of combustibles shall not require sprinkler protection. The space shall be METAL FURRING CHANNEL 310000 considered a concealed space even with small openings such as those used for return air for a plenum. MANUFACTURE) TRUSSES � Method 3. Concealed spaces formed by studs or joists with less than 6"between the inside or near edges of the -- FIRE SPRIN RED ATTIC �r CEILING ATTACHED TO studs or joists WWI not require sprinkler protection. Reference Details AI&A2f-. METAL CHANNELS Method 4. Concealed spaces formed by bar joists with less than 6"between the roof or floor deck and ceiling INSULATION I FIRE PROTECTION OF CONCEALED shall not require sprinkler protection. CEILING JOISTfi SPACE NOT REQUIRED. FIRE STOP spaces firmed by ceilings attached direr*to or within 6"of wood joist�n V (BOTTOM CHORD IF NECESSARY TO LIMIT JOIST Method 5. Conceded OF MANUFAC ED TRUSSES) shall not require sprinkler protection. Reference Detail B/-, CHANNEL VOLUMES TO NO Method 6. Concealed spaces formed by ceilings attached to composite wood joist construction either directly z GREATER THAN 160 CUFT CHANNEL or onto metal channels not exceeding 1"in depth,provided the joists channels are firestaapped into rr1 0 volumes each not exceeding 160 W using materials equivalent to the web construction and at least CEILING SECTION DETAIL 3-�„ofbatz�ulationinstalledatthebot tomofthejoist lswhen the� isattac attached C1utilizing metal channels,"not require sprinkler protection. Reference Detail 0-. SCALE: 1" = V-0" A-DT-FP03 Method 7. Concealed spaces entirely filled with noncombustible insulation shall not require sprinkler protection. W H Method S. Concealed spaces within wood joist constrttchort and composite mood tout construction having Cl CEILING CONCEALED SPACE noncombush'ble insulation filling the space from the ceiling up to the bottom edge of the joist of the BELOW INSULATION, roof or floor deck,provided that in composite wood joist construction the joist channels are O SPRINKLER PROTECTION fntredopped into volumes each not exceeding 160M to the full depth of the joist with materW U NOT REQUIRED equivalent to the web construction,shall not require sprinkler protection. R,ef once Detail DI-. V-.4. Method 9. Concealed spaces over isolated stall rooms not exceeding 55fP m area shall not require sprinkler CEILING SECTION DETAIL ° ' w F SCALE: 11" = 1'-0" A-DT-EPOS Method 10. Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread rating of 25 or Iess and the materials have been demonstrated not to propagate fine in due form in I 1t3 which they are installed shall not require sprinkles protection. WOOD H'� `SST Method 11. Concealed spaces in which the exposed materials are constructed entirely of fu+e-mordant treated wood as defined by NFPA 703,Standard for Fire Retardant Impregnated Wood and Fire Retardant O LF CEILING IS LESS Coatings for Building Materials,shall not require sprinkler protection. 0✓ a THAN 6" FROM OR Method 12. Noncombustible concealed spaces having exposed combustible insulation where the heat content of ATTACHED DIIIECTLY TO the Ding and substrate of the imsulad n material not exceed 100 Btu/IF dlwU not regoire 0 JOISTS, THEN SPRINKLER *40,NOT USED PROTECTION IS NOT sprinkler pmu ction. t WRED. Method 13. Concealed spaces below insulation that is laid directly on top of or within the ceiling joists in an WHERE LARGE R-FRAMED ' --- L 0 0 -~�- COLING otherwise sprinklered attic shall not require sprinkler protection Reference Detail F/-. FLOOR OR ROOF JOIST COLD AREAS 0 R ON THE Method 14. Vertitcal pipe chases under 1 Oft2,where provided that in multi-floor buildings the chasers are fire ROOF, EMPLOY TYPE AUTOMATIC SPRINKLER S. _ '" + ~ ADJACENT FIRE S�PPed at �using �equiWe�nt to the floor construction,and.wbare mh pipe EXTENDED WITHOUT BENDS 0 ROOF PROTECTED CONCEALED CEILING SECTION DETAIL chases shall contain no sources of ignition,piping shall be noncombustible,and pipe penetrations;at WET SYSTEM !N WARM ATTIC. SPACES WHERE OCCURS SCALE• 1" - 1'-0" A--ar-rPOt each floor shall be properly sealed and shall not require sprinkler protection:. Reference Detail G/-. STUD WALLS W/ GYPSUM Mood 15. Exterior columns under IOW in area formed by studs or wood joists,supporting exterior canopies � � RESORTS WALL BOARD CONTINUOUS that are fully protected with a sprinkler system,shall,not require sprinkler protection. Reference _ TO UNDERSIDE OF FLOOR NOTE: DgAW gp FIGt3RE 8.6.4.1.5.1 at t+>frPls to stA>trar� Detail DEVELOPMENT COLD OR ROOF DECK TO ISOLATE Definitions: COMPANY I OVER- =' AREA. TRU ED FRAME N ' TRUSSED �-CONCEALED SPACE OVER Composite wood joist construction: AVON,COLORADO j 3 Prefr►bricated,pree en veered wood joist conoveted of seven or laminated venm htmber flanges A> cr on RECCE WARM TTIC � �--WARM ATTIC--- ISOLATED ROOM NOT fl _ _ .�. EXCEEDING 55 SQ.FT., al the SPRINKLER PROTECTION NOT along top and bottom edges of a single plywood or oriented:;trend board web. Sues r REQUIRED -� referred to as I dots or T3Ps(Truss Joist I shape). WET SPRINKLER LINE Fire retardant treated wood(FRTW): , I Wood that utilizes pressure impregnated treatments that reduce certain burning characteristics of the CEILING FRAMING- _ - - wood. To comply,the wood shall be treated for fire reWdance in accordance with the requests of the American Wood Preserve W Association Standard C 1, All 7EWber Product Prese v+ativ+e °°r""`,c°I°�e° LESS THAN ti" " OR GREATER-* Treatment by Pressure Proc=, as modified in NFPA 703. The wood shall comply with NFPA 703. ,sraa ring I ISOLATED SMALL ROOM NOT BEiWffJJ NEAR BETWEEN NEAR .ble : EXCEEDING 55 SQ.FT. EDGES OF FRAMING EDGES OF FRAMING A construction material that does not comply with the definition of ematerial nsSMARCHUAcr IddL IN CONCOM IN COMB=._ � �y HART HOWERTON CEILING SPACE, NO SPACE, SPRINKLER that,in the form in which it is used,has a potential heat value not exceeding 3500 Btu per lb,and that � I SPRINKLER PROTECTION IS complies with either of the following,(a)or(b). Materials subject to increase in combustibility or PROTECTION REWIRED flame spread rating beyond the limits perm established through the effects of age,moisture,or other REQUKD atmospheric condition shall be considered combustible. (a)Materials having a suucbxml base of STRUCrUnLENGDUM noncombustible material,with a not exceeding a thickness of %"that has a flame spread �A ��.INC T COLD OVERBUILD CONDITION CEILING SECTION DETAIL CEILING SECTION DETAIL agog of not greater than.50. (b)M�,inthefor�nand�,�,o1her�ldesc�edin �,�� � !) " s " E " s, + A " , *r (a) having neither a flame spread rating greater than 25 nor evidence of eon tmued progressive M-s m4Gngmm 1Nc i SCALE: 3/8 = i -0 A-DT-FM SCALE: 1 = 1 0 A--m-M05 SCALE: 1 = 1 -p SK—A-1 AVON.COLORADO combustion and of such composition that s�that would be exposed by cutting through the material on any plane would have neither aflame spread mating greater than 25 nor evidence of C-ENGDIM ALPINE RI G.WC , WOOD JOISTS OR continued progressive combustion VAUI ccaf 8Aw COMPOSITE WOOD L JOISTS. WHEN Limited Access. COMPOSITE JOISTS ARE Where access may be available and smaH,however,the space is not used for storage or for USED, JOIST CHANNELS occupying_ Space must be viewed as not capable ofbeing used for storage or occupying. I�"x'NUMBER 20900.00 SHALL. BE FIRESTOPPED Noncombustible Material: INTO VOLUMES EACH YSSLTS REVISIOx HATE EXTERIOR COLUMN CONCEALE11 I NOT EXCEEDING bAinn )mrtatcom on, release itflarnmab vapors condri ed to tip w Materials ignite' that � SPACES SHALL NOT BE FIRE 160ccu.ft. TO THE FULL are reported as as ASTM E 136 Standard Test Method or Bdruviar Materials in a Vertical 5B FINAL CONST 01,03.05 I SPRINKLERED. PROTECTION DEPTH OF THE JOIST P 1 SHALL BE PROVIDED FOR BY WITH MATERIAL Tube Fwwace at 730°C,shall be considered uueo mbustible materials. 6A/7A/8A/9A/10A/11 ONE OF THE NFPA APPROVED EQUIVALENT TO THE WEB FLOOR J019 Noncombustible insulation: METHODS (2002 NFPA 13, CONSTRUCTION. This must be approved by the authority having jurisdiction(Axe. There is not a listing for such FINAL CONST 01.03.0s � SECTION 8.14.1.2) BOTTOM EDGE OF JOIST insulation and the AH1 holds the answer to acceptance of product to be used. ,le ADDBNDUM 5 05.16.05 COMBUSTIBLE WOOD FRAMING, FILL SPACE FROM IF IBS THAN C, THEN Wood joists construction' TYP. CEILING TO BOTTOM EDGE w �QUI PROTECTION Ceiling or roof joists constructed of finished wood members(not constructed of plywood or bar webs). r OF JOIST WITH NONCOMBUSTIBLE a rsorek Area lication of Potential INSULATION. SPRINKLER CEILING JOIST - - - -• ••— - -- ODD CO PROTECTION NOT Below is a list of the areas on this project where the above fifteen(15)methods of REQUIRED. r concealed spaces not requiring sprinkler protection could be applied. CEILING JOIST Method I. Roof overbuild areas Method 2. Attic spaces,Roof ovedwild areas. CEILING Method 3. Spaces between floors,interstitial spaces,spaces between ceiling and roof. Method 4. Not applicable as there are no bar joists. EXTERIOR COLUMN PLAN DTL_ CEILING SECTION DETAIL CEILING SECTION DETAIL Method � as�af��wh maybe, SCALE: I" = 1'-0" A-DT-FPOS SCALE: 1% = 1'-0" A-MOT-FP04 SCALE: 1" = 1'-0* A-•DT-Fpot Method 7. Roof overbuild areas,attic spaces,between floors(above bathrooms). Method 8. Between floors where 6"cannot be achieved,attic spaces,roof overbuild areas,above bathrooms PIPE CHASE < 10 SQ.FT. AND CONTAINING Nq and powder moms. IGNRION SOURCE. ALL PIPING SHALL B Method 9. Spaces sin filer than 5582 over bathrooms,closets,and powder rooms. The space above these rooms NON-COMBUSTIBLE. FIRE STOP AT EACH FL00 must be separated from adjacent areas. USING MATERIALS EQUIVALENT TO THE FI-00 CONSTRUCTION AND PROMOS PROPER SEAL 0 Method IO. No real application viewed due to orientation of use requirement. ALL FLOOR PENETRATIONS. CHASE REQUIR Method 11. Attic,crawl space,roofover&amed areas,between floors. NO FIRE SPRINKLER PROTECTION S�q WALL Method 12. Not applicable to project as concealed spaces are combustible. IF MS 1T 141 6 , THEN SPRINKLER PROTECTION IS NOT Mdlcod 13. Only applicable if�g attic spaces. COMPOSITE JOISTS REQIWLE RffE CTIO E Method 14. Constructed pipe chases. NECESSARY TIRE BLOCIpNG Method 15. Cohmlms sttpp t porches and back decks. CONCEALED SPACES NO INSULATION REQUIRED REQUINTS PER W. WHEN FIRE PROTECTION OF SPACE IS CONTINUOUS whex+e are with Automatic S ets DESIGN JOIST CHANNELS NOT S'TIID WALT. THROLIGH FLOOR On the Gore Creek Readeances project it is believed that the only spaces subject to CONSTRUCTION ! freezing occur at the attic roof over framed areas. Since the Game Creek residential ���Le 1 REQUIRED, NO VOLUME structures snits are to be `7 ' MECHANICAL/ LIMITATION FOR MOIST (units) protected with anti f eeze automatic sprinkler systems, I PLUMBING PIPES, CHANNEL. the sprmkleas can be extended into the attic roof ova f a ed arreas when necessary I M. CEILING ATTACHED to address the concealed space requirements. DIRECTLY TO COMPOSITE JOISTS R003 11 PIPE CHASE PLAN C2 CEILING SECTION DETAIL 1 WALL PLAN DETAIL — SCALE: 1" = 1'-0" A-DT--FP07 SCALE: 1" = 1'•-•0" A-DT-FP03 A SCALE: 1" = V-O" A-DT-FP01 40 ' I © 2004 42140 ARCHITECTURE, INC. Owl ' C01/ 0 V�7 RESIDENTIAL BLDG 4 0 Occupancy Type: R-3 A • 00 -79 Gt `iWJ '00 / 0 o RESIDENTIAL – BLDG 3* Occupancy Type: R-3 00 BUILDING 4 A ,moo NE 0 UNIT 10 (�f� QUO G� -7 i '�NG ~ V RESIDENTIAL – BLDG 2* ' �tLO\ ° sG -7 d e \ Q Occupancy Type: R-3 I FA W w low oo ♦ UNIT I1 X00 FEC-3 �y � I RESIDENTIAL BLDG 1 BUILDING 3 Occupancy Type: R--3 fl F O out woo 9'J./ UNIT 12 f� g J 1 �NG L woww �Q FEC-3 FEC-1 UNIT 13 BUILDING 2 to FEC– t 9*~5 ' S' � � .• � � � &--KNOX VATL RESORTS � i > Z BOX FOR FIRE DEPT. I �� L� X\ \ ' ACCESS AT BOTTOM OF STAIR DEVELOPMENT COMPANY BUILDING 1 -0 woo woo &woo AVON,COLORADO UNIT -1-Q 0000 eac r tirrscr ot+>�aosn r _ ONO* SHC-1/ IPA [f F Oslo� � 0000 STAIR 1 � I FDC WITH HORN & S BE � • EC _ ♦ ON SITE LL 1 Occupant Load: 70 — Travel Distance=196' (RE: FIRE PROTECTION DWG .) � Door Exit Width Req'd: 10.5" (<400') b % p Door Exit Width Prov'd: 33' DESIIGNA&RCIifCECI I FEC– Stair Width Req'd: N/A HARTIHOWERTON I ' FE _ Stair Width Prov'd: N/A NEW YORK.NEW YORK —FEC-1 wo , MONME&N WML mw�t nac C. AVON � .COIAM DMEICFIANICALELECT WALENGD4M 1 !d-EENGIIVEWINC f Travel Distance=207' AVON.001OR DO STAIR 2 SHC-1/FE - (<400') 1 E INRE Occupant Load: 70 ® ��BENaIN>OR&W INC VAI;I.,colJoxADo Door Exit Width Req d: 10.5 � � � � Door Exit Width Prov'd: 33' " FEC-1 _ PROJECT NUMBER 20900.00 Stair Width Req'd: N/A ' 4 Stair Width Prov'd. N/A I 000 L ISSUE REVISION DATFs 1 04 CONST DOC f! FOR Pffft T 07.23.04 I PARKING TUNNEL k 05/06 CONST DOC 08.13.04 1 Occupancy Type: S-2 , Occupancy Load Factor: 200 SQ. FT./OCC. 07 BLDG.2/CONST. 09.02.04 Total Sq. Footage: 42,071 SQ. FT. FIRE SEPARATION RATINGS 1 A TUNNEL REV. 09.10.04 Occupant Load 212 OCC. 2 Exits Req'd (3 Provided for Exit Access 1 , 013 BIDG.3/CONST. 09.24.04 � 1-HR FIRE RATED WALL ` 09 BLDG.4/CONST. 10.11.04 2-HR FIRE RATED WALL 3–HR FIRE RATED WALL 10 BLDG /C 5omr. 10.25.04�I I I�I!1(i 1 11 I•E l f 1■n■r� too 0000,*A , FINAL caNw 01.03.05 6A/7A/8A/9A/10A/11 f k ` FINAL CONST 01.03.05 * NOTE: ALL RESIDENTIAL BUILDINGS AREI 16 ADDENDUM 5 05.16.05 ASSUMED NOT TO EXIT THROUGH GARAGE. 1 . � 1 . 1 CODE REFERENCE PLAN / ♦ I 1 BUILDINGS 1 -4 1 GARAGE LEVEL i i CODE REFERENCE PLAN r GARAGE LEVEL BUILDINGS 1 - 4- - SCALE: 1/16" 1 N � - © 2004 42140 ARCHITECTURE, INC. RESIDENTIAL -- BLDG 8* tf col, Occupancy Type: R-3 E. PANDAL JOHNSOr f ►� Iii* \ 0 RESIDENTIAL -- BLDG 7* r �� r —�` ® U Occupancy Type: R-3 Goo Z Q aw UNIT 1 OW BUILDING 8 A o ; W RESIDENTIAL BLDG 6* Occupancy Type. R-3 1 Q RESIDENTIAL — BLDG 5* r ' 9�� 2 1 ^� Occupancy Type: R-3 • �� 1 ~ " FEC-2 FIRE COMMAND W p BUfLDENG 7 -o ®UN CENTERy UNIT ?� � 75 " o-o KNOX BOX FOR FIRE DEPT. U Z NIT �� FEC-3 FE --3 1 ACCRY ESS AT DOOR TUNNEL GARAGE �� PRt RCS AGGES p�P �'°o o F1R�t ► vow op o 000 0000 ♦ a + BUILDING 6 ` FEC--1 00 00000-� I Z FE i + it C 3 000 0000 OWNER/DUVELOM 1 ROQER� V��i 'y 11 / 000 � 0900 VAIL RESORT7 N G ► _ 000 — DEVELOPMENT I loop COMPANY i FEC-3 1 1 AVON,COLORADO UMIT-Z / 'o�0-a FEC-3 - SHC---1 FE FDC WITH HORN & STROBE 1 OF1B0°�t° BUILDINGS \ ® ` 1 / L(RE: FIRE PROTECTION WGS.) 'I UN[I S `yt� ' 000 "I Travel Distance=208' REQ'D EGRESS �tQ r 000 / (<400') 0100 Occupant Load: 70 1 °a"�`.coforado 'Q�o Door Exit Width Req'd: 10.5" MASTBRPLANNISR -off ® D I Door Exit Width Prov`d: 33" L»r� Stair Width Req'd: N/A HART I HOWERT'ON i FEC--3 FEC-1 Stair Width Prov'd: N/A ` MM YOM NEW YORK � F � Q Travel Distance=303' STRUCTUIAL 6 000 000, (<400') 1 MOta0Ja*NM=EW;Q LHC 1 C I MECHANICAL HLEMUCAL ! K-9B.NGn4HM.LNC AVOK COLORADO I Crm q ' AL,MNSENGINY ,IMC. I VAIT,,COLORADO 1 f SHC-1> I PROJECT NUMBER: 2D900.00 I 0 ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 0723.04 0000 000 PARKING TUNNEL � 000 0100 Occupancy Type: S-2 05/06 C o NT DOC 08.13.04 ' Occupancy Load Factor: 200 SQ. 1=T./OCC. 07 BLDG.2/CONW 09.02.04 Total Sq. Footage: 42071 SQ. FT. Occupant Loud 210 OCC. FIRE SEPARATION RATINGSTUNNII. REV. 09'10'04 2 Exits Req'd (3 Provided for Exit Access) 08 BLDG.3/CONST. 09.24.04 000 12 FIRE RATED WALL ���■■�r■��r�r�* I� 400 2—HR FIRE RATED WALL 09 BLDG.4/CONST. 10.11.04 3—HR FIRE RATED WALL 10 BLDG.5/CONST. 10.25.04 A FiNn CONSP 01.03.05 �kk I 4f 6A/7A/8A/9A/!OA/11 FMAL CONST 01.03.05 * NOTE: ALL RESIDENTIAL BUILDINGS ARE] 16 ADDENDUM 5 05.1605 ASSUMED NOT TO EXIT THROUGH GARAGE. e CODE REFERENCE PLAN f� BUILDINGS 5--8 I GARAGE LEVEL 1 CODE REFERENCE FLAN _ GARAGE LEVEL - BUILDINGS 5 - 8 R102 SCALE: 1/16" = V-0" 1 j fl • r►i 1 VI ISO, . .MM VM • � • "� • o -�rj�� rte, �. it o� �I- 1 �+ �`• � � c ♦ ��tt,,�,�1,�: � �,,��,,�,�.o� A►�N; -� ,<�� ENNIS- OAF 1� 1 w f , a ♦ ♦ ♦ a ♦ aa .•iI / III / I , , , � � - '�� s♦ � • � �� �f% LI°J i /ai♦iar♦i`i♦iai♦i♦ias:�`�. �1 • • �1 � � ��■�� ��'G�,',� \,° � � ♦ +� � O� � ♦ � �.+ 1`���� ICI♦I`I`I♦I`I♦/aI�I♦I`I✓ I �� ■ �' � �` ,,� � �`�i \., � t�/ �ar�,�I�I�ItI�It1�,�%►I�I�IiI�i�I�I�I�I�ItI�I�I..♦I. �. h r .� a� '�.�,� 1 T Q ■•�. � � �--�, ��. ,I i 1,r►� �,�\� o � • ,j ., 1 • • • ,,._.. 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RANDAL JOHNSON �.3 low sop l !- RESIDENTIAL -- BLDG 7 - Occupancy Type: R-3 �w1 J — 0 top - � A l s� fD 7 O w� RESIDENTIAL – BLDG 6 — will Occupancy Type: R-3 � ,I.�� 1 0 RESIDENTIAL – BLDG 5 r �1 Occupancy Type: R-3 low 6 ipG\ sop ° z fop 0-4 _ 7C 1 � 6 _ � r OWNER/DEVELOPER 00 VAIL RESORTS • �� ` \ �� DEVELOPMENT TP COMPANY AVON,COLORADO ARCHrrEcrOFRECORD �O r G r \ / Dam Cohn o \ v f 1 MAS1ERk',aNNBR Gr —5 A ` i DffiIGN ARCdirPECr ° HART HOWERTON 10 ' -� / NEW YOM NEW YORK H �. y r AVON,COLORADO M-R E NGINEEItS,SING AVON.COLORADO CPALE34GllN M ALPINE ENG01HERiNG,INC, l VAD,COLORADO r \ r / PROJECT NUMBER: 20900.00 r ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 07.23.04 05/06 CONST DOC 08.13.04 r r 07 BLDG 2/CON9T. 09.02.04 FIRE SEPARATION RATINGS 08 BLDG 3/CONST. 09.24.04 09 BLDG 4 1CONST. 10.11.04 r 1-HR FIRE RATED WALL { � r 10 BLDG.5/CONS)~. 1025.04 2–HR FIRE RATED WALL r � i � i � � � � � � i � ■� FINAL CONST 01.03.05 3–HR FIRE RATED WALL r � q r'gJ�: � 6A/7A/8A/9A/10.0/11 — FINAL,CONST 01.03.05 • ��3'=- "'�� ` ' lb ADDENDUM 5 05-16-05 NOTE: ALL BUILDING HEIGHTS ARE q t , BELOW 60' ABOVE GRADE PLANE (IBC x; Sect. 504.2) _ .e- x, -mat`; s.3e a-'"'4,_k:' ' €E, . r °_ -•4°�` � -g- �-F= EXIST I N G M A R R I 0 TT PARKING m x CODE x STRUCTURE M h rte. s� REFERENCE PLAN i .. BUILDINGS 5-8 ROOF LEVEL CODE REFERENCE PLAN R108 1 ROOF LEVEL - BUILDINGS 5 -- 8 SCALE: 1/16" = V-0" N IL 00 / @ 2004 42140 ARCHITECTURE, INC. I ' i�f erl, i E. R!!NDAL i JOHNSON 00 3 I � V I W a / > A � W H o ru � wQ . _ w logo z P�op�won 0 sop sop 0 VILDI _G pop , ors 1 is'°'� to VAIL RESORTS DEVELOPMENT COMPANY AVON,COLORADO 1 of e. �RCIlrrecrorREaoaD N6 1 -� 14 Derwer Goknft i� 11/1KT13R PLANNER 1 3• DESIGN ARCIOITTECP HART HOWERTON r NE9p YORK,NEW YORK STRUCTURAL ENGROM I[ONR QS Qc NEWRLL�,ING AVON,COLORADO -�" 119CH~MCAT.URC RIGALENGEMER JK WE ENGINEER%IIvC I ,� O• ® AVON,COLORADO CIMENGRaWK 1 r 1 ,O AT� II+1G COLCOADO e PROJECT NUMBER: 2090000 l i i +ta 8 ISSUE REVISION DATE l 04 CONST DOC s—r FOR PERMIT 07.23.04 g.2 A -� 4,7 4'S 5 05/06 CONST DOC 08.13.04 07 $LOG.2/CONST. 09.02.04 i 1.4 5 TUNNEL REV. 09.10.04 08 BLDG.3/CONST. 09.24.04 Q09 BIDG.4/CONST. 10.1104 10 BLDG.5/CONSI: 1025.04 A ANAL CONST 01.0305 6A/7A/8A/9A/l0A/11 PINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 SITE GRID REFERENCE PLAN BUILDINGS 1 --4 SITE GRID REFERENCE PLAN - BLDGS 1 THRU 4 R111 SCALE: 1/16° = 1'-0" aFPCt N �c 2004 4240 ARCHITECTURE, IN E. RANDAL JOHNS N 232 1i r - r 1 ' _ �' - � o AE - - W � � r >w vow _ 1 I W w x z / r �1 1 VAIL RESORTS 1 DEVELOPMENT +� r COMPANY ,ff 2ic A+ 3g AVON,COLORADO ARCI'B'PBCCU®+RBOORD 1 ® lei DerNw,Cobmdo 1 , hLtWER PLANNER DESIGN A.RCI[ITECr 'Q 1 ' I HART HOWERTON mW YORK,NSW YORK ENGINEER MONROE&N�EWEX lKC 1 I 1CaCHANICALEffZCIRICALBNGUJBIP.R 1 6- $ M-RENGDM314 C AVON,COlfaADO 9+Ir AIPINEBNGINBMRlNG,ING VM COLCMADO f 6- 6. ' +� $ PROJECT NUMBER: 20900.00 It ISSUB REVISION DATE 3- �'' Z� 04 CONST DOC 1 s' FOR PERMTP 07.23 04 1 � 05/06 CONST DOC 08.13.04 E 07 BLDG.2/CONST. 09.02.04 TUNNEL REV. 04.10.04 1 1 y,r.a TO 08 BLDG.3/CONST. 0424.04 ,rte aor e• 09 BLDG.4/CONEY. 10.11.04 { 10 BLDG.5/CONST. 10.25.04 As A FINAL CONST 01.03.05 a- 6A/7A/8A 4A/10A/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 SITE GRID REFERENCE i PLAN BUILDINGS 5-8 SITE GRID REFERENCE 1 PLAN - BLDGS 5 THRU S Rl 1. 2 ` SCALE: 1/16" w V-0" ASS N LEGEND / MANIA w 1840 ,� / / - ,� f � 2004 4240 ARCHITECTURE, INC. ` sm MOLE ® MAIW+au� i ' ; r 6130 �Q99 8M MANHOLE �. - - _ - TR� smu w►f�ftoLS AN � ,� DOMP�AIR LR4E r� / I � � � 4 !I I �N& a� LOT 8 E. RANDAL DEC�loualls ®. WATER MANHOLE acre a� OMMMEAD�cTwCAL UNE I I _ ° r Stu+ CAP BLOCK 1 .JO;;NS0i BaLILnEa ® T6tePFICNE'MLA "mz ' R07.-$LR NRIED ELECIll LIKE / i ' I ' # ,� ,r�`- °. G C A GUY POLE ® IIMWOMN tAANIitlLE sAS OAS Ltl1R1ED 6AS LINE I - �" do ELLi1/_ .• 8138.7' G►IM INLET ORATE FM LIFT TOWER {� CLEAR.OUT TEL T1fL uuR®PHONE !!aE �- sp ��- f - .� mw PUMP sf36.S # smEET LIGHT a SAA► ,T" BURIED SEM LINE ' / � i fTA� p �" f � � �•)E OAS VALVE /x ! SEWER MANHOLE Lw 1aBD ,�� r- + FIANLBE OF gL+1 f5' `� L cm UTILITY►Pouf:. � WAr IrAr � NRIED WATER LINE RIM - 8137.4• �� lr� "I"`A - � pQ tIIATEL�-vALVE I .� . ■d�� - Oak FlriE HYORAtAT crA► m -BURIED C;Am TV uNE ! e- INN{NE) = b14t.3' 1' (NE) " BOElA 1■ CAS YWRA �' SM4w SHOVE MAIOHG UNE f 8' Wv a11Ef 4 ---' -- •' - 0 1i1GNU11D71T -low "m mm boll eo._s.w CMp � /� �\ r ® ELECTRIC Ml -4 0 CABLE TV PEDESTAL. - - - - - !t� + •+ � INLET GRAATE OUIUNE OF PARldYG GARAGE WU eRALGNC / • I I sEWEft MANHOLE MH 0819 / ', I H.EV. - 8138.5' LT+M PAVER WALK , 1Q ELECTRIC PEDESTAL _-------- T All - all � p G♦' � � � 4y 1 IN IN)= N UN�RNFJBH) Ls ioiPHcir pEL)ESTAe. -.-•��- EDGE OF ASPHALT / J F W-NV(S) - 81MV 1 I VALLEY PAN BRAT + R�rr s tft © CONC EN WALK �� , VALLEY PAN KV GRAZE In". - 81390 STOW LNEET ------ ----- - EDGE of OONCRELE � � 1 1 i _ t 9EMER MANI�N - aL36k5• INV IN - 8137.1 � � -; ® VYElL �- - ORAINAI.Y: ' I / �L RIM - 813M. N w 8135.1• NV OUT- 51311.4 i iNV �w ® TRAN*VRMER I I // 4 12'P.V.Q'S a•ATVA/ w '8135.,2' 9!)AIP PI>IAP - 8156.1' ` .....__....-..--...._-�.-.- CURB AND GUTUR I /o / HAVE Ow VERwL A ns W J%QW81350 1 '�-j �" PA /I f ! /i/ � / /♦ O / i1 TO MEASURE a- � 8128.1 LOT 7 . t ! a BOULDER MIALL -------------- DEGi OR 1TC / I I _ rrOaDQi WALL - ...- .. .... .. - .. - owIL+IANC sttIe MANILOLE / / / // .tr BLOCK 1 ! M - "" >4 RM w as DO ' I I //' i �. 1 VALLEY El (VAL/LtONSW_4A THIRD"FILING} INV WT - emw �y C011CRE1E VfMJ: . iREE LINE _ - SM E MILL LiOtNyDARY , >K`wY - 813'5.8' I // / E v IN 81 / SUMP PUMP= 8tJ8.8' AN LLNIt FENCE - - - - - EASEMEL4T I ♦ INv - � Q - _ sib /i OUT d8123�1 / / //" / ♦/ 4 Q LOT 4 L91 dhlRA'LOl��' 1 1 4 41 '`�Ild ?II +''i i / dYJlr7A'.878 PACs' BOIB 1 1 I a wood FLILOE -� AaID9�RL1 PROPERTY -�-^• •�'"•'--- / / BLOCK 1 - 61 P"^ 64 / ��� 1IIAILBILAR. / > P,wj. 1► // AfL�ONSWAD. THIRD FILM) r ,. 1 FLDRUM OF Q Ell � ) \ 4 �!°i i/ /i�� HOLY CIl ELOM C 1 OONCREIE PAN V..{ NcErvill/6 mm.s s �`" .- 4� i�'' / sat (BOOK 28% PAGE xox) BUIUOI1tG \ . �i - M2L4'. _mar ` '+++ � �q�78s- _ 1 FLOWLJNE QF a '' QP_`/ �y�s"r_ O / t ♦ ~IL/ .�-...�._r..--�„ ftdT ' Ault'-;.^'it // �� - FCLIND 1PK'MAIL Lm(,0.37'} r +•� A•�A \� W U�C�1-1 WAr_.�- VAI` :-.,�Yt -� WINy � r_ ' f � - � � ` 6 Rik ') ; \ / 74 ► / / -�-� - Z a 1 -""""- �` err + z i ♦ t °' / / ! 1� - (�N� TO TE END) � V, � , � � �� 0 < last VER AR/A1M IDLE►11+ G620 d �� t �• Ls�L;TRLCAt �. ,. ,.-.• Ilgip ar F.y � // `, �� �1 I# / / ��1r-+WSJ._, a 81297' �. L tT swTatGEAR SE �aat �� ► 1..� 8• INV - 812 VLLEY�+T812Y. ' � ,p \ / •. ~�� - 812 8' I v OUT- a1l : +... .04p ,l9 AP sm OAS �1 �` ok �� �� / / 185.88' ti �• ,Z / / /• 1/• /. / ! / s O► \S Na 135 a„ -swr �" Ft�GwLJMLE 3'` `�''' p.�► j VBOE 1. ,av 10 AA1A1pA - p / I 1 1 1 M S,� OM MH O ' I - _ / / - _ • /- / /+� � / 1• 10- NV - 8122.1' - ,r^ �as srQS eFeOcY _ LOT A 1 AGr Nv(� - IN22.2' airm HpT TUB - I or� � VAIL RESORT5 z 1a�{NQRCUS SUBDIVISION � � � � - / / / / •I /. / 1 „ . �' /! w PARCEL-2 ,ter DEVELOPMENT �ta'� (LEM) / p pm i °mar -_-- � CURRIE OF Flo • COMPANY wiuu WODD RAMP Z � �+ ,�.. -� .���r�Q�.► 1 f`11 sTAIRs - -- A.+aLam[$Crd�ItEaoR4} _ ` Td vTRxtr EASEMLarr SEWR MANHOLE MN RIM.- 812561' w 8118.0' L , �� WAL.L 1 1.I�.UPiI'R&S"ORf'd,�Y,b TlJI/NIS ClIIB 3 - �� ♦� / 1 1 l l ��GIDd'900, FdCA' 18•/f SErrEIt MANHOLE MN 0520 ■ 'CIA. \ / / RNISHI;D FUM GARAGE LEVEL 1 - 8112N• r� 'A~ RLL - 81DIN 0 VT. A'�f / O EtN16TEi) FLOOR GARAGE LEVEL 2 a 81 t 1 A l �� 1 1 EWER tLANHQE MH 4540 x4' NV(� +� 8095.9" Dsmret.Cnloradn� N !� �- i 24'RLY : 8094.7 ., � FOUND PLAIN Na 3 REBAR AND 24' LNV(Nh•• 80857 8K40C / k1�► [41� 1._ p 1 24±'THAT - f10B4.6' A No. 5 REBAR VAIN ALUMNAI CAP aL/L�FfI:RPLII\1Qd)}lf � � �yAl ,� •-- � _""".`_ 1 - -•- ` _ Z� 1 �1 � � LS rasa 2li1t�26 - DTSIGNAAC[LE�C.T / CJ sN' _ A81 0580 FOUND Np. 5 REBAR _ - ..*� 1' ` SEWER v A= 8l ` i WTM ALUMINUM i FR011 LOT OOIaER _ �q . �a a+ 1 • �►�+! - 1111 • l HI 44-W- 2.3r , ,� -° _ ART HUWERTU�3 OF ' `�± ^ , SC 1 { "m LOT CORNER , „ .� ' A. / / / / l FOUND Na 5 REBAR A11V = -�-� ,� y ow / / �� 1� \ OLIN ALUMINUM OAP 12' �vG 1 1 n r \ / / / / 4 t\ SEI►1ER L.S. Na 28808 NV - 8113.7 1 N // / �� "'� RIM Ell w 1a.G j t fi1N420rW- 2.0E rt[ � . •' - 1®4A a�acN> �TG7 arG �/ l 1� -�� / 6, NN IN + 121!• IROM LOT CORNER NIV e- a� 8f12.M MALC 7&NffCAL FLECrXXAL - ,14. 1 _ - INN W w,81117 M.P. / LIME flF �� f MAT�� LOT D 1 ���/ice V` ; CIViLCbNCA1.�tk t' + OLrT- 81t�T /� AM P It E IF I S EASEMENT � � a�r� MORCUS SUBDIVISIONS � � + EOtn4o Na 5 R1S! a�rn���,tarc / •� r �~ a 8100:7 ti Ism _ �� VEILOW PLA81 . = " G CREEK. � V _ 3 REBAR PRgEiTNUMLR 20 MM � Il _ - r LOT 8 L� 1 �,W � ���� ~ --�.-,.. �/ � �\ ATE (MORCUS SUBDIVISION) � LID C V" �� ���.r�rf ��.•� ��• ISSUE REV�S'10�t DATE `�� 22 ♦ \, _,� i - . �' DIM 18`O.M.P. D4 COJV.SI' ��---w do ►► ► 18"C.M.P. �.��� CMP. M►N m91.!' f )gyp 07.23. NV N w 8122.1• �I �- IN/iL : NV OATH 808910' / INN OI�..�saos3 4 �� �iiEG/sl YNER MH ono ' INS cur / I� '- ' ,�. 1 ' 03/06 t: )kMDQ(: 0.13.04 2 / �i�� ���' 5B FINAL Cll 01.0305 - . 10- NV R!Y+ 8088.0'�-� , �� " 1 it . . - fo" Nv I � aOOa` - - �- xrtis 59 " fiA/7A/8AJ9A./ OA/ LINE TABLE s,�i��A ' ��J FlNALCONSr 01.0305 LINE LENGTH BEARING qWW 117 1 �.,., �"y ...-��� L88 41.5 1'2 ' "E oww ` t$7 1550' N83'56'O4"E SEWER.MAINLOIE 0740 1 � __----- Las 1 GRAPHIC SCALE 1 ,\ - ` � � L8S 9.10' N83'SB'040E 40 0 20 4a 8a RA M a 8101A.S fd Nv 5) - Ltfr �'+`yam~2 E �r L90 S06V3,56PE INV sill 10" NV - _ L91 24.10' N 'S6 04"E V CAP L92 71 N J I I ' y 40 1O3'56"E ( m1 FERF IIO -" L93 15.� Sa � ) 'REPLACED vm BRAti$TA& - !/ t N14~;r0lrW- 1.77 L94 22.92' 568�0'09"w A� 1 inch = 40 It. LA ft vm ' �+' ! ����tK rrJ�'��'� I B � � "" FROM LL)r f�oR14ER -��r L95 ' M1 T t 1 "_ ERAL NOTES . . N.1. , x lr� • !'ram �/ y - L96 0.54' 1'29'59"E Url MANHOLE MH Ol W � \ '"� l rr '� L97 3O. Sa 9'19" 1 DATE OF.TOPOGRAPHY- FALL OF 2001 TO SUMMER OF 2002 BY PEAK LAND SURVEYING. . tar NV - SD83.5' 11 �...` - - / / NON 8r TIM wmAND CATION' ' L8$ 3.1 S' N15'46'51"W " 24`xIV 4GB3.a' f /' / r �+OUT - , . 2 PROJECT BENCHMARK: HARN CONTROL_ POINT SPRADDLr. ELEVATION = 8287.192' (NANO 86}. N31.40'14*4_ •� ' ' ` GORE CREEK - �� -3 PEAK LAND SURVEYING. INC..RELIED ON LANG SURVEY PLATS DATED FEBRUARY TO JUNE OF 2002 BY PEAK LAND SURVEYING; INC. FOR THE BOUNDARIES AND PROPERTY LINES : APPROroIATLE"Ill at APPRO)MAX 51l CURVE TABLE SHOWN HEREON. FOUND PIN AM CAP CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING Kv. INV IN .so"�. �,� /� ' L�,GOO f+1,lYN sTtLFAM 8ET$AQ( _ ,.-.�f �' L..s Na 23906 • �'.. \\ 1��\` \\l / / / /� , �� _►•"'' 1�O, C8 ' 3" 4 27,1f! 11' N1 '4 ' 4" 4 QED 0 0100.00') ARE PLATTED DIMENSIONS. OTHERS SFIOVVPI ARE AS\ I Mel 61'4rW, 26,92! 84' �O \I / / �� co 1 '44' 17 4' 1 N '4 5 ALL UTILITIES SHOWN HEREON WERE FELL] LOCATED 8Y THEIR RESPECTIVE.t:OMPANi1=S. EXISTING - -y_ C9 14'01'1 " 82300' 172.1 ' 171.74•' - PEAK LAND SURVEYING. INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY Of, THE CONDITIONS C10 '45'1 25.00" - 35,241 3 N66.36' 9"E LOCATIONS SHOWN OF FOR ADDITIONAL UTILITIES NOT SHOW ALL UTILITY LOCATIONS _� .1 ". § SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. OT- t0�41 - r C11 N76'06'3WE APPMMATE 50• �' 622839 3 4 7 4U6.72' g •PF.ARC LAND SURVEYING, INC. OID NOT PERFORM A TITLE SEARCH OF THE SUBJE=CT PROPERTY MAP sT1tEAM 9ElBACK -_ I 1 w 7 78' TO ESTABLISH OMM�RSI•IIP. EASEMENTS OR RIGHTS-OF-WAY OF RECORD. NO TITLE POLICY 00 C13 'STN .00' 202,090 1 7.53' 196.1 ' ':= OR COMMITMENT WAS-PROVIDED T'0 ESTABLISH THE EXISTENCE THEREOF 013 1 1 4 3 N86 � �� ` N& 3DRPEIIAR 014 07'47'02" 500' 71. 72' 71.27p- N76.OB' 9"E 7 NOTICE: • i� . �,,, �T � C15 '1T 1 4 S1' N ' 1" ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION•BASED UPON -ANY PEAK LAND CONSULTANTS, .�� -__ _ - c18 'O " 7 42,64' 74' N 7 -41-W DEFECT IN TMS SURVEY'WITNIN THREE YEARS AFTER YOU FIRST DISOOVER SUCH DEFECT. ` ~ � 017 1 1 i0 71 S' 7 •O '4 IN N0 EVENT. MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY.BE COMMENCED ED - • s74-gists FAX�-�Sie 6 "� r ~� _ M THAN TEN YEARS FROM THE DATE-OF CMInFICATION SHOWN HEREON. SDI 1000 LOON'$11ADOE LOOP. NAIL, GO 811167 � •1 1-- - \ - - WEST COMMUNICATION STRUCTURAL SPECIFICATIONS OHM ' '� NOTE: Qwest Specification Hates provided by Qwest. Some notes may not be applicable to this project. 1.-CQNDM 1. The Contractor is warned that conflicts with existing utility services may exist. Prior to beginning any A. All conduits are to be equipped with minimum 34" polypropylene pull Erne. construction, the Contractor shalt contact all appropriate utility companies for line locations, and Contractor shall then B. All conduit bends are to be steel sweeps or no less than PVS Schedule--80 fully encased. Long radius sweeps are locate all utilities (Including depth). Alpine Engineering. Inc. assumes no responsibility for utility locations. Any to be used In main trench sections. Standard radius sweeps may be used at closure locations. conflicts with the proposed construction shall be brought to the attention of the Engineer so that line or grade changes can be made to eliminate any conflicts with these existing utilities. All existing utilities shall be protected C. All conduit runs are designed on the basis that each separate run will have no more than two (2) 90' bends from damage by the Contractor. Utilities that are damaged by the contractor shall be repaired by the contractor at GORE CRE K RES1D NC S no expense to the owner or engineer. without the insertion of an appropriately sized pull box. 2. All construction shall conform to specifications and be subject to construction observation by the owner or their D. All conduits will be PVC Schedule-40 or better unless specified otherwise. If steel or iron pipe is used between representatives. Contractor shall have one (1) copy of the plans and one (1) copy of the appropriate specifications the building and the property line, the pipe must be kept free from contact with any relnforcing steel or other on the job site at all times. The Contractor shall have one complete set of the Contract Documents on the job site [inductors within the building foundation watt. at all times. 1 » 00t E. Condult(s) will be furnished and installed by contractor for the 3. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans. field staking or physical features snap be brought to the attention of the Engineer. If Contractor proceeds with the ' f F. Conduit(s) placed In the some trench with power supply conductors/conduits must be separated by a minimum of work without notifjiing the Engineer than he does so at his awn risk. 12" of compacted soil or 3" of slurry encasement and have minimum depth of cover of not less than 24" on private property and 36" of cover at the property line. 4. Observations of the work in progress and on-site visits are not to be construed as a guarantee or warranty by &I the Engineer of the Contractor's contractual responsibiliities- � "' - - G. Conduits, labs, water/gas pipe, flex conduit or plumbing fittings shall not be deemed acceptable for, use by Qwest i11pN communications. 5. The contractor is responsible for all coordination of stockpiling of materials. The contractor shall coordinate with PARXIM BTJEpiC'lTl�i the owner. and Vail Resorts Development Company. eiraeaarr 25 H�.�`'Conduit(s) terminating at a utility pole must be attached to the pole and extend to a minimum height of 12" i /�G. 6. One (1) week notice is required for surveying scheduling. r +� 2- 5EUM VAULT/MAINTENANCE HOLES: 7. Benchmark: Contact Peak Land Consultants for Benchmorks. A ® B� A. All splice vaults and maintaining holes are to be equipped with ladders and cable racking materials, as may be 8. Safety Is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the SITE ' -° �f appropriate for specified size and intended usage. project site, nor for compliance by the appropriate party with any regulations relating thereto. _ ;r s NKOTICE� 9. Soils testing is by the Owner, but the contractor must notify the Soils Engineer and Civil Engineer of scheduling. Q Lam- o °' d 1. Any items that deviate from these specifications must be cleared with the Qwest Communications Engineer prior to Q the change being made in the field by the Premises Owner/Developer. 10. The contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his J p 2. Construction work on telephone supporting structure to the date activities. including vehicle fueling, storage of fertilizers or chemicals, etc. The contractor shall have identified ti4 procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any t that permanent telephone service will be required. Should Promises Owner/beveloper fail to meet this time frame. activities at the project site. E ,r Qwest Communications shall not be obligated to meet the tentative In-seance date and shall be allowed the full 30-day period within which to schedule and complete all of its work that may be associated with this project, 11. If any groundwater is encountered then the contractor shall contact Alpine Engineering. Inc. and the Project commencing at the point in time that the Premises Owner/Developer has met the requisite structural Inspection. m Geoteehnical Engineer imediately. 3. FOR INiTIAL/FINAL INSPECTION CALL BART GARNER AT LEAST 48-HOURS IN ADVANCE, 12. The contractor shall maintain existing drainage channels, culverts and appurtenances during constriction as necessary to protect roads and property. °,-; 1 C SEWER NOTES 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards 13. Contractor shop minimize construction disturbance to the satisfaction of the owner. L r and specifications. n » 14. A Stormwater Management discharge permit is required prior to construction, as the disturbed area is over 1 ICQn eipg or sghedule 35 PYL as indkgted go plans, all 4-w1fter MWdggs p=osed herain (one) acne. Contractor shall coriform to the term and conditions of the permit. ❑ and shall be constructed -� to the lines and grades shown herein':. 15. Contact Peak Land Consultants for dates of field survey. +� �' �{ ,,, ,i,■u. ' 2. All materials and workmanship shall be subject to inspec#ion by the districts and/or their 16. Contractor shall minimize tracking soil off-site and onto adjacent roads. Contractor shall be responsible for representatives. The district reserves the right to accept or reject any such materials and workmanship cleaning up any off--site tracked soil to the satisfaction of the Owner and Town of Vail. that do not conform to district standards or specifications. p p /� 3. The district and its engineer are to be notified by the Contractor at least 48 hours prior to any 17. Replacement/repair of existing hardscape or landscape features disturbed during the relocation of utilities shall HOLY 0 ENERGY CONS R CTI ON Sf. CI FI CATI ON S lr_ON TI N U utility construction. be coordinated with Todd Goulding, VRDC. IT TRENCH AND CONDUI 6. After the vault has been set, pipes extended in and 4. Compaction of all trenches must be attained and compaction tests results submitted to Alpine , T Engineering. 18. All 90' vertical bends in shallow utility conduits shall have a 3' minimum radius and all 90` horizontal bends 1. The developer or contractor will contact Holy Cross Energy before conduit and vault installation begins grouted or foamed, and the ground rod is in place, vaults 5. The Contractor snail at all times keep a separate full set of contract drawings marked up to !tally shall have an 5' minimum radius, unless specified otherwise. to schedule a pre--construction meeting with the project Inspector. shall be swept out removing all dirt or rocks. Cleanup shall indicate Con built conditions. Said drawings shall_ ra provided #o Alpine Engineering upon completion of the 2. Changes in power facility construction from that shown on the project pions will not be made be completed to the satisfaction of the inspector prior to work, As-built drawn s roil! be compiled b Alpine Engineering for to final acceptance. Contractor is to 19. Refer to plans, spedrxx kms and geo#echnical recommendations for compaction requirements and 9 P Y P 9- 9 Rr P recommendations. Without prior approval from the Inspector. cable installation being scheduled. provide at least two ties from physical monuments to all fittings, valves and manholes. 3. Holy Cross Energy material shall not be moved from the project to which it was assigned to complete 7. Vault openings shall be securely covered with weighted fi. The contractor shall verify existing pipe or manhole inverts a# tie-in es points prior to construction 20. Select fill denotes native material with no rocks la than 2' in diameter and approved b the Engineer. If no another project without prior approval from the inspector and the completion of necessary paperwork. Holy boards or like material to protect the public and wildlife. � PP Y n9 select fill exists on site. Contractor to use 3/4* road base. Cross Energy material will not be used to install other utilities 8. Pedestals for other utilities shall not be located closer than staking. / 4. All roads will be built to subgrode and all drainages will be constructed to grade before any vaults or 10' to a vault on sides where transformers or switchgear will 7. Manhole rims shall be set at an elevation relative to the pavement in accordance with District and 21. Provide 2' of select back fill above conduits and lay warning tape as required by the Utility Companies and the conduits are installed. have access doors. Pedestals shall not be located closer than Town of Vail requirements. Precast adjusting rings shall be used to adjust rem elevations to final grade. Town of Val. 5. All trend will be excavated deep enough to ensure that the top of installed power facilities will be 48" 5' to a vault on sides where the pad--mounted equipment will The maximum acceptable vertical adjustment is 12 Inches. Manhole steps shall conform to OSHA step below final grade. Special care must be taken to insure that the top of conduits will be 48" below the not have access doors. standards. 22, Future proposed structures are shown on these plans for informational purposes. bottom of drainage ditches and all other low areas. 8. The Contractor shall take care to properly shape all manhole inverts and benches to promote smooth 23. It is the Contractor's responsibility to coordinate construction with all shallow utility companies and to have all 6. Trench will be as straight as possible between vaults and shall have a smooth bottom free of rocks. flow through the manhole. inverts of lines intersecting at 90 degrees and at highly divergent or flat slopes are especially critical. Manhole inverts shall be constructed with a smooth trowel finish and benches work done by the Contractor approved and accepted by each respective shallow u6Tdy company. The trench bottom will be graded so that the conduit is continuously in contact with the trench bottom stall be finished with r light broom non-skid finish. concrete for manhole construction shall be made in the entire span prior to covering. Amin€mum of 4 of soil roill be placed over any rocks left an the with Type it cement with a minimum 28-day compressive strength of 3000 psi. 24. The Contractor shall install all conduits, vaults, pads, pull boxes and pull strings. The utility lines t are to be trench bottom prior to conduit installation. Any soil placed in the trench to cover rocks or smooth out 9. Ail pipe shall t constructed with pipe bedding as shown in the sanitary sewer plans and details. If installed by the respective utrl'aty companies. low places will be compacted prior to conduit installation and the trench bottom regraded. 7. Power facilities trench conditions vary or if rock or water is encountered. Alpine Engineering is to be notified prior facilities to be placed parallel to deeper utilities will have a horizontal separation from the proceeding with construction. A doss fi road base bedding is required in certain areas. Refer to the Ions 25. All work shall comply to the individual Shallow Utility Companies rules and regulations. P 9 g P deeper utility greater than the depth of such utility below final grade less four feet (see attached and profiles for bedding locations.26. The Contractor shall it and/or replace any existing underdrains, culverts or existing utilities disturber drawing). When crossing a deeper utility is unavoidable, the crossing will be made as close to � � g g � SHEET INDEX construction to the satisfaction of the Engineer and the respective utility company of the damaged utility. perpendicular as possible. 8. Power line conduits will be installed with a minimum separation of 12" from all other new or existing COO EXISTING CONDITIONS 27. The Contractor shall install pull strings in all conduits_ underground utility limes. Wherever possible, this separation will be horizontal. The power line separation from plastic gas lines will be greater than this minimum wherever practicable. Power line conduits will be DRAINAGE NOTES C002 OVERALL GRADING PLAN 28. Contractor snail obtain at his expense all permits and inspections which are necessary to perform the proposed located deeper in the trench than the facilities of all other utilities unless the inspector grants a waiver -� -- 1N° prior to the start of construction. C003 GRADING AND DRAINAGE PLAN BUILDINGS 1-4 29. AN construction shall conform to municipal or district standards and specifications and be subject to construction 9. Backfill and compaction will be performed as required by the governmental entity or other party heaving 1. All storm drains and culverts shall be constructed in accordance with the observation by their representatives. Copies of municipal and district standards must be obtained by the Contractor. jurisdiction. Technical Specifications and TOV specifications. 2. Types of structures refer to the Colorado Department Transportation M & S 0004 GRADING AND DRAINAGE PLAN BUILDINGS 5-8 10. Conduit bell ends will not be allowed in the vaults. Conduit shall be driven completely into the bell yP eP of Trans P 30. The Owner will provide certain construction staling. The Contractor is advised that this may not be all of the end when gluing joints. Holy Cross Energy will supply factory couplers. 90'. 45', and 221/2' elbows as Standards, CDOT Specifications, or are Included In the details. C005 TUNNEL GRADING & DRAINAGE PLAN & PROFILE 1-4 stokes he will need. Additional staking will be at the Contractor`s expense. needed for job. Non-factory bends and heated bends will not be allowed. No more than two 90' elbows 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the will be allowed in a conduit run of 500 feet. The conduit shall run straight between factory bends. Contractors responsibility to field verify the location of all utilities prior to C006 TUNNEL GRADING & DRAINAGE PLAN & PROFILE 5-8 31. The Contractor shall provide all rights, signs, barricades, flagmen, or other devices necessary to provide for public Allowed bends must be further than 5' from a vault. Bends cannot be cut to make a lesser bend. Bells commencement of any construction. safety in accordance with the current Manual on Uniform Traffic Control Devices or as required by the Town of Vail. will not be cut off conduit sticks to use as couplers, Holy Cross Energy elbows and pipe will be used only 4. All drain pipes shall be installed with the required bedding. C007A-C STORM SEWER PROFILES The Contractor is to provide a Traffic Control Plan to the Town of Vail and receive approval of the plan prior to the for the arose facility Installation. 5. Elevations shown are at pipe invert artless otherwise shown. commencement of any construction within the road right--of-way. P Y P P 11. Conduit shall be bedded with at least 12" of rock-free soil or sand prior to backfill. Large rocks shall 6. All standard storm drain structures are subject to modification by the Engineer to C007D STORM SEWER MANHOLE DETAILS 32. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal to or better than not be pushed in directly on top of this 12" bedding. Care must be taken to avoid damage to conduits meet field requirements. the pre-construction state and to the satisfaction of the owner. during backfill and compaction. 7. Maintain drainage away from ail buildings. C008 PEDESTRIAN /EMERGENCY ACCESS PLAN & PROFILE 12. Holy Cross Energy must inspect all conduit €nstalla#ion before the conduit is bedded and again after 8. Contractor to provide Culvert Outlet Protection (see detail) at storm C009 PEDESTRIAN /EMERGENCY ACCESS PLAN & PROFILE its bedded, but pr€or to backfill. drain and culvert outfolls unless otherwise noted. WATERN OTES 13. Individual conduits shall enter each vault at a consistent location. There is to be no crossing of 9. All storm drain and culvert outfalls to have End Sections or Endwalls C010 GRADING AND DRAINAGE DETAILS - .. .�, .._ conduits in the trench. unless they are to be extended in the future. 14. Both ends of a conduit run shall be securely plugged at the time of installation with Holy Cross 10. Inlet boxes to be oversized to accommodate pipe size where necessary. 0011 GRADING AND DRAINAGE DETAILS 1. Water construction shall conform to Eagle River Water & Sanitation District's standards and specifications. Energy supplied material. Conduit ending outside a vault shall be marked with a 4" x e post or other Provide AASHTO MS--20 truck load rated top slab to accommodate grate and 2. All materials and worrkmanship shall be subject to inspection by the district and/or its representatives. The approved method. " frame for oversized boxes. AC011A SCUPPER HOLE DETAILS district reserves the right to accept or reject any materials and workmanship that do not conform to district 15. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed i8 to 24" above 11. All Reinforced Concrete Pipe Joints shall utilize plastic Gasket Joints standards or specifications. the conduit during backfril. which shall be in accordance with AASHTO M198 and ASTM C443 (standard C012 WATER AND SEWER PLAN 3. ERWSD and Alpine Engineering is to be notified by the Contractor at least 48 hours prior to any water line 16. At completion of the job, the inspector will do a final inspection. If the job does not meet with Holy specs, for joints for circular concrete pipe using rubber gaskets) construction for a pre-construction meeting. Cross Energys specifications or the approval of inspector, service will not be provided until specifications 12. Pipe lengths indicated are slope lengths measured along the centeriine of C013 SHALLOW UT LITY PLAN are met. pipe from inside face of box to inside face of box. 4. Compaction of all trenches must be attained and compaction test results submitted to Alpine Engineering 13. Drainage facilities must be inspected and maintained as required to C014 UTILITY PROFILES prior to acceptance. All pipe shall be constructed with pipe bedding as shown in the water plans and details. If II, yAULTS assure the facilities are functioning properly. trench conditions vary or if rock or water is encountered, Alpine Engineering Is to be notified prior to 1. Vaults shall be installed as follows. C015 WATER & SEWER DETAILS proceeding with construction. A class 6 road base bedding is required in certain areas. Refer to the plans and A. Splice vaults shall be installed with the top of the lid slightly above final grade of the surrounding profiles for bedding locations. area. C016 SHALLOW UTILITY DETAIL 5. The Contractor shall at all times keep a separate full set of contract drawings marked up to fully indicate B. Splice vaults located in roads or other sloped areas will be installed so that the concrete base and as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the work. lid are at the slope of the surrounding area. Vaults placed In roads will not be located in areas normally C017-CO20 SUB-DRAIN PLANS As-built drawings will be compiled by Alpine Engineering prior to final acceptance. Contractor is to provide at traversed by vehicle wheels. The inspector must approve all vaults installed at a slope. PROJECT CONTACTS CO2 j-0023 ROOF DRAIN PLANS least two ties from physical monuments to all fittings, valves and manholes. C. Transformer vaults and switchgear vaults will be installed with the bottom of the lid at final grade. 6. Water mains shall be constructed with ductile Iron pipe, AWWA C151, AWWA C111, class 52, pressure rating The lid will be level. XCEL ENERGY (GAS) JIM O'NEAL (970) 262-4003 CO24 EROSION CONTROL PLAN 350 psi. D. Where transformer- and switchgear vaults are set into hillsides or sloped cuts, the downhill side of the 7 7. All water mains shall be hydrostatically tested in accordance with ERWSD standards. Chlorine testing shall vault will be graded according to C above. The slope behind the vault will be laid back sufficiently to COMCAST (CATV) MATT CONRAD (970) 418-6921 be done In accordance with ERWSD standards. prohibit soil or rocks from sloughing into the vault. If the slope cannot be laid back far enough. a 16 ADDENDUM 5 05.16.05 Provide thrust blocks on all waterline bends per ERWSD specifications. retaining wall shall be constructed behind the vault at the direction of the inspector. EAGLE RIVER WATER AND SANITATION DISTRICT FRED HASLEE (970) 477-5449 16 ADDE CONST DOC E. Vault lids will be placed on the vaults at the time of installation unless otherwise requested by Holy 01.03.05 S 9. Provide 10' minimum horizontal or 18" minimum vertical (with the water line above the sewer line) Cross Energy. HOLY CROSS ENERGY (ELECTRIC) .JEFF VROOM (970) 947--5425 05A TUNNEL REV 10.01.04 separation between water and sewer lines or encase per Colorado Department of Health requirements. F. Large vault pieces shall be jointed with a tar type sealant provided by Holy Cross Energy, with the exception of the vault lid, at the direction of the inspector. OWEST (TELEPHONE) SCOTT CARRINGTON (970) 468-6860 06 CONST DOC FOR PERMIT 08.13.04 10. Angles of water line bends are shown only as a guideline; all bends have not been identified or 05 CONST DOC 08.13.04 ' dimensioned, and additional bends may be required during construction. 2. Holes knocked In vaults for conduit installation shall be as small as possible and shall be grouted or �� A. 04 CONST DOC FOR PERMIT` 07.23.04 .,.: � 11. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the contractors responsibility to foamed closed on the outside of the vault prior to backfill. " CIVIL ENGINEER. AEi JEN BABCOCK, field verify the location of all utilities prior to commencement to any construction. 3. Conduit shall enter vaults perpendicular to the vault wall, at least 2 from any adjacent walls and at KENT KRIEHN (970) 926-3373 r 12. Install 10 guage insulated copper tracer wire along the water mains, and cad-weld. per current ERWSD least 2 above the vault base. There shall be a minimum separation of 1 between conduits. See vault GEOTECHNICAL ENGINEER. t AdwPINE requirements. drawings. KOECHLEIN CONSULTING ENGINEERS SCOTT MEYERS (303) 989-1223 S 4. Conduit will extend 4" into the vault (measured from the inside wall of the vault) after backfilling is - 9 13. Verify all existing pipe invert elevations prior to construction. complete. VAIL RESORTS DEVELOPMENT CO. (OWNER) TODD GOULDING (970) 845-2369 14. Provide as-built drawings with (2) ties to water line valves. horizontal and vertical bends, service tap 5. Ground rods in vaults for underground cable installation shall be laid in the trench with the conduits. ""r:+.* 3 locations and curbs stops. The end of the rod shall extend opproxrmatey 6" into the vault through the conduit knockout. The rod LAND SURVEYOR, PEAK LAND CONSULTANTS INC. BRENT BIGGS -- ---- (970) 476-8644 C000 15. Any service tap fees that may be required as part of these proposed utility installations are to be paid will have a 45' bend located approximately 3 from the vault end, with the bend going away from the '" prior to making the connection to the main. conduits. The bent end of the rod must be for enough from the vault wall to allow crimping the VAIL RESORTS PHONE DON GRESS (970) 477-8572 �' Z� 0 ENGINEERING INC 9 16. No fire hydrant extensions are allowed by ERWSD on new installations. grounding conductor onto the rod. The rod must be at least 2 from the conduit at its entrance into EDWARs 19U N • PA BOX the vault. See vault drawings. �w CO 8`1&V J4M #8425-3.3 , - : . 1__*' - -.-�--�- .- - \ -ow C(N(;RETE STIEYS -i 13" � ,I,<,,- ---_'ZZ, _� -t - .. . . - __Izzi ..'%._'�.....'.. : . . - - - - -_ ! T ..... .. . ..- . . I --- ---, _z---,_';zz --I,- ;@ 2004 A2140 ARCH!-ECTUPE, NC. I-I ;�.z-'. ��:.-_.' - . I --'.� -_ - : -�:� � Ir op" - - .-I .-.�_:__i� _'__ v " __ -� ---- -� . ... -, _1I __ __`i..i.. \ - I - - II ,.I.. . - 6.0 __ _ ___\ - _00 . . . __ i -I.I., t ._�_ - . - - ...................- - :- _... iL ___ __ . _0__`III" ----------- -�m _.p .. . � ._.�-' . . -0 __ - __� :: i --I- -0 .-:.�_�. ' ... . ff va .. - i - - FOUND PLALN I-,- -0 __-... . .. .'-,IIIIIIIIIIIIIIIIIIIII`� . ! No. 3 famm 0____ 'l-IIIIIIII"I" -__ .:-.- __� 00 CONCRETE WALK - �-F. V_A . - (NOR MEAST 0 .0 . .. . �. . I � .:., . - I `iIi . [ _2j,,--- .iIII0 . .�:_- % . .-. 0 i . . . 'I SHED ' I 1--lo -0___-I .. .:... . . 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