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HomeMy WebLinkAboutB18-0199_Approved Plans_1528299025.pdfEAST LIONSHEADCIRCLE (TRACT F)EX-GAS EX-GAS EX-GAS EX-TEX-GAS EX-GAS EX-GAS EX-GAS EX-G A SEX-SS EX-SS EX-SSEX-SS EX-SS EX-SS EX-SS EX-SSEX-W EX-WEX-WEX-W EX-W EX-WEX-WEX-W EX-CABLE EX-CABLE EX-CABLE EX-SS EX-SS EX-SS EX-SS EX-W EX-WEX-T EX-TEX-TEX-TEX-UE EX-UEEX-UEEX-UEEX-UEEX-CABLE EX-CABLE FIRST WESTWIND AT VAIL CONDOMINIUM (FIRST AMENDMENT) THE LIFT HOUSE A CONDOMINIUM VANTAGE POINT CONDOMINIUMS SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS LOT 1 A L O T 2 A TRACT K VAIL 21EX-GASEX-GASEX-GASEX-GASTOWN OF VAIL, CO PROPOSED PARKING LOT GRADING & DRAINAGE PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 20 20 20 10 40 NO. ISSUEPROJECT: JOB NO. SHEET NO.JURISDICTION: GRADING & DRAINAGE PLAN THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18021 C-1 1 05.11.18 ISSUED FOR REVIEW 534 EAST LIONS HEAD CIRCLE PARKING STRUCTURE 5.14.18 06/06/18 NOTES: LEGEND (50' ROW)B227, P166 BLOCK 1 LOT 2, PART OF PART OF LOT 1, BLOCK 1 B216, P474 B237, P609 B229, P660 1) DATE OF SURVEY: 10/21/2016 TELEPHONE PEDES TAL FIRE HYDRANT WATER VALVE CABLE TV PEDESTAL GAS METER SANITARY SEWER MANHOLE SIGN LIGHT/LIGHT POLE SPRINKLER VALVE UTILITY HANDHOLE STORM SEWER INLET BOL 1.5' 0.5' 0.7' 1.0' 0.5' 0.5' 0.5' 0.7' 1.0' 1.0' 1.0' 1.0'1.0' 0.5' 0.5' 0.5' 0.5' 0.5' 0.5' 0.5' 1.0' 1.0' 1.0' 1.0' 1.0' 1.0' 1.0' 1.0' 8155 81558155 8155 815581558155 8155 ENTRY EL=8147.4' ENTRYEL=8147.4' ENTRYEL=8141.0' ENTRYEL=8147.4' EL=8147.3' EL=8146.4' EL=8146.3' EDGE ASPHALT PAVER WALKSIGNUTILITY PED CURB & GUTTER SHEDBUILDING OUTLINE ASPHALT PARKING ASPHALT DRIVE ROCK WALL PL ANT E R CONCBORDER BAY WINDOW CONC WALK (ABOVE) BUILING FACE (BELOW) WOOD DECK(ABOVE) STAIR STAIRS SHED CONC WALL PAVERS CONCBORDER BAY WINDOW(BELOW) BUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE BUILDING OUTLINE WOOD AC PAD CONC WALL AS PHALT PARKING ASPHALT PARKING ASPHALT PARKING ASPHALT DRIVE ASPHALT PARKING STAIRS STAIRS ROCK WALL CONCPAD STAIRS STAIRS CONCCURB (TYP) STAIRS GARBAGESHED GARBAGESHED OUTLINE CONCPARKING DECKING OUTLINE CONCPARKING DECKING OUTLINE CONCPARKING DECKING(ABOVE) CONC CURB CONCCURB CONC WALL CONC WALL (BELOW) (BELOW) (TO ABOVE) CONC WALL STAIRS CONC WALK CONC WALK CONC WALK CONC WALK CONCPAD CONC WALK SPLIT RAILFENCE WOOD FENCE CONCWALK STAIRS CONCWALK SIGN EDGE ASPHALT BUILDING OUTLINE GROUND LEVELVANTAGE POINTPARKING GARAGE EL=8154.8' GROUND LEVELVANTAGE POINTPARKING GARAGE EL=8155.1' GROUND LEVELVANTAGE POINTPARKING GARAGE EL=8155.3' GROUND LEVELVANTAGE POINTPARKING GARAGE EL=8155.3' GROUND LEVELVANTAGE POINTPARKING GARAGE EL=8155.5' GROUND LEVELVANTAGE POINTPARKING GARAGE EL=8155.5' GROUND LEVEL VANTAGE POINTPARKING GARAGE EL=8155.5' EDGE ASPHALT CONCPAD CONC PAN CONCCURB CONCCURB CONC WALL WOOD TIE WALL ROCK WALL (ABOVE) (ABOVE) (BELOW) (BELOW) 0.6195 AC. 0.2383 AC. 54.5 52.4 50.9 49.2 50.2 50.2 57.9 57.4 54.7 54.5 54.4 55.5 56.2 56.4 55.5 55.5 54.8 54.354.1 56.7 54.254.1 56.7 54.254.0 55.6 55.4 55.555.6 55.9 55.4 55.8 56.6 55.655.5 55.254.6 54.4 54.4 54.4 54.6 54.7 54.9 54.8 55.3 55.3 55.7 56.556.5 55.755.755.9 55.5 55.5 53.7 54.1 53.5 53.5 53.7 59.3 56.7 56.1 55.6 54.2 54.1 54.2 56.5 59.3 58.9 57.7 58.458.5 58.6 58.7 57.9 57.8 57.4 57.3 53.8 56.9 56.6 55.5 53.8 53.5 53.4 49.4 54.7 55.6 55.4 57.5 57.5 55.8 54.3 49.0 47.2 47.1 49.0 47.4 47.3 49.2 47.1 47.147.3 47.3 49.3 49.4 47.2 47.7 47.2 47.8 47.3 47.5 48.6 48.9 49.1 48.9 49.1 49.0 48.9 49.0 49.0 48.9 48.448.3 48.6 47.5 47.3 47.1 46.7 47.0 40.5 40.4 40.6 40.4 44.3 40.3 40.0 44.3 40.3 40.0 44.3 40.5 46.946.946.9 47.0 46.9 46.6 46.5 46.6 46.2 47.0 46.9 40.6 44.3 40.0 44.3 40.5 40.7 40.7 40.6 38.2 38.5 38.2 47.3 38.3 38.3 38.1 38.1 38.3 38.1 45.9 45.9 46.0 45.4 46.6 46.5 46.0 46.4 46.4 46.2 46.3 46.8 46.4 46.4 46.4 46.5 46.8 46.446.4 46.8 46.6 46.6 47.0 46.7 46.8 49.6 47.0 46.5 46.6 46.7 46.9 46.4 46.5 46.4 46.2 46.4 46.2 46.0 46.3 46.7 48.2 46.4 46.9 48.8 47.1 46.9 46.7 47.1 47.0 47.4 47.5 47.8 47.8 47.8 47.6 47.6 47.4 47.8 48.2 48.1 48. 0 48.5 49.0 48.6 49.4 49.2 49.2 49.0 49.4 49.6 49.3 49.4 49.3 49.2 49.249.3 49.1 48.848.4 47.4 46.9 48.6 46.8 46.9 47.1 47.2 47.8 48.2 50.648.848.548.0 58.2 47.5 46.0 47.2 46.5 46.0 45.6 46.0 46.2 45.9 47.246.7 47.7 47.2 46.3 46.5 46.7 46.5 58.2 57.0 56.6 58.2 58.2 46.5 46.5 47.047.047.5 47.8 46.7 46.5 46.5 46.9 46.546.6 46.946.947.0 46.4 46.3 46.1 56.3 56.656.4 55.9 53.5 FOUND #3 REBAR FOUND #3 REBAR FOUND NAIL & WASHER =15°44'37"R=217.01'L=59.63'C LEN=59.44'BRG=N 02°42'00" W S 04°35'58" E 146.00' N 85°24'02" E 188.00' N 85°24'02" E 117.00'N 04°35'58" W 90.00'30.76'N 10°34'18" WS 85°24'02" W 8.23' 118.23' 179.77'N 85°24'02" E N 04°35'58" W 56.00'126.46'26.14'26.00'N 85°24'02" E 129.18' TRACT E LIONSHEAD CIRCLEVAIL 21 CONDOMINIUMSPARCEL E PARCEL B PARCEL F PART OF LOT 3, BLOCK 1 PARCEL L PARCEL C WESTWIND AT CONDOMINIUM VAIL CONDOMINIUMS VANTAGE POINT FIRST VAIL THE LIFTHOUSE 30' WV WV WV TV HYD P WV GM HH S S HYD P GM HH Mason L. Torry Colorado P.L.S. 38233 Date:____________ PARKING GARAGE BELOW 4 SHORING BRACES @ 16' O.C. ON WEST WALL RE: DETAIL A 6 SHORING BRACES @ 18' O.C., MAX., ON NORTH WALL RE: DETAIL A EXIST. CONCRETE SHEAR WALL TO REMAIN, TYP. 3 PLACES SHEAR WALLSHEAR WALLNORTH WALL TO BE LOWERED IN HEIGHT A MINIMUM OF 3 FEET NORTH WALL TO BE REMOVED (EASTERN THIRD) EAST WALL TO BE REMOVED RETAIN SOUTH 8' LONG x3' HIGH PORTION OF EAST WALL RETAIN SOUTH WALLSHEAR WALL PAVEMENT REMOVE PARKING STRUCTURE LID AFTER WALL IS BRACED GRADE PRE-CAST CONCRETE DOUBLE TEES TO BE REMOVED W8x13W8x13W8x133/16 (4) 58" DIA EXPANSION ANCH0RS TYP. OF 3 JOINTS SCALE: NTS A -- WEST WALL SHORING BRACE DETAIL 2' SQUARE X 8" THICK FOOTING w/ (3) #5 BARS EA. WAY SHIM AND GROUT ASREQUIRED TO MAINTAINCONTACT WITH WALL (4) 5 8" DIA EXPANSION ANCH0RS THROUGH PLATE 12' X12" SQR WELDED TO W8x13 Drill bit access holes are acceptable in opposite flange PAVEMENT CUT TOP 3 FEET (MINIMUM) OF WALL AFTER BRACING, REMOVAL OF PARKING STRUCTURE LID AND LOWERING OF GRADE BEHIND WALL REMOVE PARKING STRUCTURE LID AFTER WALL IS BRACED PRE-CAST CONCRETE DOUBLE TEES TO BE REMOVED W8 x 1 3 W8x13W8x13(4) 58" DIA EXPANSION ANCH0RS (4) 58" DIA EXPANSION ANCH0RS THROUGH PLATE 12' X12" SQR WELDED TO W8x13 SCALE: NTS B -- NORTH WALL SHORING BRACE DETAIL GRADE MAX.SHIM AND GROUT ASREQUIRED TO MAINTAINCONTACT WITH WALL 2' SQUARE X 8" THICK FOOTING w/ (3) #5 BARS EA. WAY Drill bit access holes are acceptable in opposite flange TOWN OF VAIL, CO EXISTING PARKING STRUCTURE DEMOLITION AND SHORING PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 20 20 20 10 40 NO. ISSUEPROJECT: JOB NO. SHEET NO.JURISDICTION: DEMOLITION SHORING PLAN THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18021 SHORING-1 1 05.03.17 ISSUED FOR PERMIT 534 EAST LIONS HEAD CIRCLE PARKING STRUCTURE 5.3.18 06/06/18 EAST LIONSHEADCIRCLE(TRACT F)EX-GAS EX-GAS EX-GAS EX-TEX-GAS EX-GAS EX-GAS EX-GAS EX-G A SX-SS EX-SS EX-SSEX-SS EX-SS EX-SS EX-SSEX-W EX-WEX-WEX-W EX-WEX-W EX-WEX-W EX-CABLE EX-CABLE EX-CABLE EX-SS EX-SS EX-SS EX-SS EX-T EX-TEX-TEX-TEX-UE EX-UEEX-UEEX-UEEX-UEEX-CABLE EX-CABLE VANTAGE POINT CONDOMINIUMS SUPPLEMENT TO VANTAGE POINT CONDOMINIUMS LOT 1 A LOT 2 A TRACT K VAIL 21EX-GASEX-GASEX-GASASSUMED BOTTOM OF EXIST FOOTING FOUNDATION WALL - RE: PLAN GRADE8155.4' PROPERTY LINE EXISTING PARKING STRUCTURE EXISTING GRADE PROPOSED GRADE AT NORTH EAST CORNER OF PARKING STRUCTURE PROPOSED GRADE TEMPORARY EXCAVATION LINENEIGHBOR'S FOUNDATION LOAD INFLUENCE LINE 8146.8' 8149.5' 8146' 1.5 1 BOULDER WALL EXISTING BUILDING FOUNDATION TOWN OF VAIL, CO PROPOSED PARKING LOT GRADING & DRAINAGE PLAN 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 20 20 20 10 40 NO. ISSUEPROJECT: JOB NO. SHEET NO.JURISDICTION: SITE SECTION THIS DRAWING TO BE PLOTTED ON 24"x36" SHEET 18021 C-2 1 05.11.18 ISSUED FOR REVIEW 534 EAST LIONS HEAD CIRCLE PARKING STRUCTURE SITE SECTION - LOOKING EAST SCALE: 1 2"=1'-0" 5.30.18 PW Conditions: 1. Developer shall connect existing paver walk along East Lionshead Circle at the existing drive entrance with a paver walk with a cross slope of less than 2% prior to CO of the parking areas. Coordinate final section design with TOV. 2. Developer shall widen east new parking area by 2' to the north to acheive 9'x19' parking stalls with a 24' drive aisle. Resubmit plan and construct prior to CO of parking areas. 06/06/18 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 0.00 COVER534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1 {3D} Copy 6 OWNER: LAUNCH DEVELOPEMENT 534 E LIONSHEAD CIR VAIL, CO 81657 ARCHITECT: BILL PIERCE, PRINCIPAL IN CHARGE PIERCE ARCHITECTS 1650 E. VAIL VALLEY DRIVE, C1 VAIL, COLORADO 81657 P: 970.476.6342 F: 970.476.4901 E: bill@vailarchitects.com CONTRACTOR: P: M: E: STRUCTURAL ENGINEER: P: E: OWNER'S REP ADMINISTRATIVE INFO. BUILDING CODE SUMMARY PROJECT DIRECTORY BUILDING CODE: 2015 IBC CONSTRUCTION TYPE: TYPE I -A DWELLING UNITS: 0 OCCUPANCY TYPE S-2 LEGAL DESCRIPTION OF PROPERTY: Situs Address 534 E LIONSHEAD CIR Parcel Number 2101-063-08-013 Legal Summary Subdivision: VAIL LIONSHEAD FIL 1 Block : 1 Lot : 2 & 3 PT OF PROJECT LOCATION534 ELC PARKING GARAGE SHEET INDEX GARAGE SHEET # DESCRIPTION BY ISSUE DATE A 0.00 COVER PIERCE ARCHITECTS 05/29/18 A 0.04 EXISTING SURVEY PEAKLAND SURVEY 03/23/18 A 0.05 SITE PLAN PIERCE ARCHITECTS 05/29/18 A 0.06 GRADING PLAN PIERCE ARCHITECTS 05/29/18 A 0.07 LANDSCAPE PLAN PIERCE ARCHITECTS 05/29/18 A 0.08 SITE AREA CALC PIERCE ARCHITECTS 05/29/18 A 0.09 EXTERIOR MATERIALS PIERCE ARCHITECTS 05/29/18 A 1.01 PARKING GARAGE EAST PIERCE ARCHITECTS 05/29/18 A 1.02 PARKING GARAGE WEST PIERCE ARCHITECTS 05/29/18 A 3.01 SITE SECTION PIERCE ARCHITECTS 05/29/18 A 9.01 GARAGE 3D PIERCE ARCHITECTS 05/29/18 A 9.02 GARAGE 3D PIERCE ARCHITECTS 05/29/18 06/06/18 PLOTTED BY: Kevin ON: Friday, March 23, 2018 AT: 4:08 PM FILEPATH: P:\2000-2099\2081\dwg\2081 Vail 21 TOPO3.dwgEAST LIONSHEADCIRCLE (TRACT F)PARCEL C, NO. 4 PARCEL F, NO. 3 EX-GAS EX-GAS EX-GASEX-SS EX-SSEX-SS EX-SS EX-SS EX-SSEX-WEX-WEX-WEX-CABLE LOT 3 BLK 1 LOT 2 BLK 1 LOT 1 BLK 1 LEGEND EX-CABLE EX-T EX-W EX-SS EX-GAS EX-SS EX-SS PARCEL L EX-WEX-TEX-TEX-UEEX-UEEX-CABLE 06/06/18 LIFTHOUSE BOOT LAB VAIL 21 VANTAGE POINT 8155' - 4 3/4" 8154' - 0" EXISTING TRASH ENCLOSURES TO REMAIN VANTAGE POINT ENTRANCE 8155' - 5 1/4" 8153'4.5" T.O. EXISTING NORTH WALL 8156' T.O. WEST WALL 8154.5' T.O. WEST WALL 8150'4" T.O. PROPOSED NORTH WALL V.I.F. NECESSARY WALL HEIGHT TO SUPPORT GRADE DEMO EXISTING ENTRANCE A 2.03 1 A 2.021 A 2.01 1 A 2.04 1 A 2.01 2 A 2.03 2 PROPOSED 4' BOULDER RETAINING WALL TO SUPPORT GRADE REGRADE SLOPE TO DRAIN PROPOSED 2' BOULDER RETAINING WALL TO SUPPORT GRADE MAINTAIN PORTION OF DRIVEWAY BETWEEN SIDEWALKS 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 0.05 SITE PLAN534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1" = 20'-0"1 PARKING GARAGE SITE PLAN PW Conditions: 1. Developer shall connect existing paver walk along East Lionshead Circle at the existing drive entrance with a paver walk with a cross slope of less than 2% prior to CO of the parking areas. Coordinate final section design with TOV. 2. Developer shall widen east new parking area by 2' to the north to acheive 9'x19' parking stalls with a 24' drive aisle. Resubmit plan and construct prior to CO of parking areas. 06/06/18 LIFTHOUSE BOOT LAB VAIL 21 VANTAGE POINT 8155' - 4 3/4" 8154' - 0" EXISTING TRASH ENCLOSURES TO REMAIN VANTAGE POINT ENTRANCE 8155' - 5 1/4" 8153'4.5" T.O. EXISTING NORTH WALL 8156' T.O. WEST WALL 8154.5' T.O. WEST WALL 8150'4" T.O. PROPOSED NORTH WALL V.I.F. NECESSARY WALL HEIGHT TO SUPPORT GRADE DEMO EXISTING ENTRANCE A 2.03 1 A 2.021 A 2.01 1 A 2.04 1 A 2.01 2 A 2.03 2 PROPOSED 4' BOULDER RETAINING WALL TO SUPPORT GRADE REGRADE SLOPE TO DRAIN PROPOSED 2' BOULDER RETAINING WALL TO SUPPORT GRADE 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 NOT FOR CON S T R U C TI ON A 0.05 SITE PLAN534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165704/02/18 1" = 20'-0"1 PARKING GARAGE SITE PLAN 06/06/18 PROPOSED GRADES EXISTING GRADES PROPERTY LINE 8155 8155 8155 8155 8 15 0 8146' - 0" REGRADE SLOPE TO DRAIN PROPOSED 4' BOULDER RETAINING WALL TO SUPPORT GRADE PROPOSED 2' BOULDER WALL 81' - 0"60' - 0"1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 0.06 GRADING PLAN534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1" = 20'-0"1 PARKING GARAGE GRADING PLAN 06/06/18 INSTALL PAVING ON 81' X 60' SURFACE AS PER PLAN A 2.03 1 A 2.021 A 2.01 1 A 2.04 1 A 2.01 2 A 2.03 2 8154' - 6 1/4" 8156' - 6" 8148' - 6" 8148' - 6"T.O.W. B.O.W T.O.W. B.O.W T.O.W. B.O.W T.O.W. B.O.W TYP. T.O.W. B.O.W T.O.W. B.O.W. 6'-0" REMOVE TREE 1 x 15' CONIFER DEMO PORTION OF SIDEWALK 8155' - 0"GRADE WEST OF WALL 8150' - 4 1/2" 8150' - 5" 8146' - 2" 8146' - 0" 8146' - 7" 8146' - 0" 8148' - 0"T.O.W. B.O.W. *Apply 1-2” of topsoil. Install above-ground temporary spray irrigation heads to help with the establishment of grasses. Broadcast apply “Mountain Seed Mix” , 60 pounds of pure live seed per acre. • 10% Mountain Bromegrass • 30% Orchardgrass • 10% Sheep Fescue • 20% Tall Fescue • 10% Winter Wheat • 10% Timothy Provide maintenance for the removal of any invasive weeds. Hand-seed any bare spots to assure even and complete establishment. 8146' - 0" 8147' - 9 1/2" DEMO EXISTING ENTRANCE 8146' - 0" * PLANT PERIMETER AREA WITH GRASS SEED MIX 8147' - 2" MAINTAIN PORTION OF DRIVEWAY BETWEEN SIDEWALKS 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 0.07 LANDSCAPE PLAN534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1" = 20'-0"1 PARKING GARAGE LANDSCAPE PLAN maintain access and staging areas for fire departement around hydrant. 06/06/18 19 RISERS @ 6":11" LIFTHOUSE BOOT LAB VAIL 21 VANTAGE POINT 13,900 SF PARKING 4,200 SF SNOW STORAGE 27'-0" PARCEL "L" AREA PARCEL "C" AREA SNOW STORAGE AREA 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 0.08 SITE AREA CALC534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1" = 20'-0"1 PARKING GARAGE SITE PLAN CALC 06/06/18 PROPOSED MATERIALS EXISTING CONCRETE CONCRETE AND METAL TREADS METAL HAND RAIL AS PER CODE PROPOSED BOULDER WALL 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 0.09 EXTERIOR MATERIALS534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1 {3D} Copy 7 3/16" = 1'-0" MATERIAL LEGEND GARAGE TYP. STAIR ASSEMBLY - 19 RISERS @ 6:12 LOWER TREADS - USE METAL GRATE UPPER TREADS AND PAD - USE HEATED CONCRETE CONSTRUCTION TYP. GUARD RAIL 06/06/18 19 RISERS @ 6":12" PROPERTY LINE EXISTING WALL TO REMAIN 1 A 3.01 2 A 3.01 GARAGE ENTRANCE DEMO UPPER ENTRANCE 3 A 3.01 4 A 3.01 A 2.03 1 A 2.021 A 2.01 1 A 2.03 2 DEMO EXISTING WALLS AND PARKING SURFACE REGRADE SLOPE TO DRAIN ; INSTALL PAVED SURFACE PROPOSED BOULDER RETAINING WALL TO SUPPORT GRADE DEMO PORTION OF WALL TO MAINTAIN 24' WIDE ENTRANCE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 1.01 PARKING GARAGE EAST534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1/8" = 1'-0"1 EXISTING PARKING GARAGE (EAST) 06/06/18 19 RISERS @ 6" RISE :12 RUN" 3/8" MAX VARIANCE 4" MAX OPENING ON OPEN TREADS 56 PARKING SPACES TOTAL DEMO PORTION OF WALL TO MAINTAIN 24' WIDE ENTRANCE TRIM WALL AND BUTTRESSES TO GRADE LEVEL 8150' - 4" T.O.W EXISTING WALLS TO REMAIN 1 A 3.01 2 A 3.01 PROPERTY LINE 3 A 3.01 A 2.03 1 A 2.01 1 A 2.04 1 A 2.01 2 A 2.03 2 PORTION OF EXISTING NORTH WALL REMAINS TO SUPPORT GRADE UPPER RISERS AND LANDING USE CONCRETE SLAB ON GRADE CONSTRUCTION LOWER RISERS USE METAL GRATE TREADS AND STEEL STRINGER CONSTRUTION METAL RAIL AND BALLUSTERS AS PER TOWN CODE METAL RAILING AS PER CODE 42" HEIGHT EXISTING TRASH ENCLOSURES TO REMAIN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 11'-0" 9x19 PARKING SPACE TYP. 22'-6"22'-0"9x19 PARKING SPACE TYP. 11x19 VAN ACCESSIBLE PARKING SPACE W/ 5' MIN WIDE AISLE 1 1 1 1 1 6'-4" 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 6.01.18 A 1.02 PARKING GARAGE WEST534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1/8" = 1'-0"1 EXISTING PARKING GARAGE (WEST) 06/06/18 PARKING LEVEL 1 8146' - 0" EXISTING PORTION OF NORTH WALL REMAINS TO SUPPORT GRADE EXISTING WEST WALL REMAINS PARKING LEVEL 1 8146' - 0" 1 A 3.01 2 A 3.01 EXISTING SOUTH WALL REMAINS PROPOSED STAIR AND METAL RAIL AS PER CODE REGRADE SLOPE TO DRAIN PROPOSED 4' BOULDER WALL TO SUPPORT GRADE PROPERTY LINE 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 NOT FOR CON S T R U C TI ON A 2.03 ELEVATION SOUTH534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165704/02/18 3/16" = 1'-0"1 GARAGE SOUTH ELEVATION -WEST HALF 3/16" = 1'-0"2 GARAGE SOUTH ELEVATION -EAST HALF 06/06/18 PARKING LEVEL 1 8146' - 0" 8155' - 1 3/4" EXISTING RETAINING WALL 4 A 3.01 PROPOSED 4' BOULDER WALL TO SUPPORT GRADE PROPERTY LINE 8150' - 4 1/2" PARKING LEVEL 1 8146' - 0" EXISTING RETAINING WALL WALL AND BUTTRESSES TRIMMED TO GRADE LEVEL 8150' - 4" T.O.W. 3 A 3.01 EXISTING WEST WALL PROPOSED STAIR AND METAL RAIL AS PER CODEPROPERTY LINE8156' - 6" 8154' - 6 1/4" PARKING LEVEL 1 8146' - 0" 1 A 3.01 2 A 3.01 8153' - 4 1/2" 8150' - 4 1/2" T.O.W EXISTING T.O.W PROPOSED EXISTING PORTION OF NORTH WALL REMAINS TO SUPPORT GRADE EXISTING WEST WALL REMAINS NEW METAL RAIL AS PER CODE PROPOSED STAIR AND METAL RAIL AS PER CODE PARKING LEVEL 1 8146' - 0" REGRADE SLOPE TO DRAINPROPERTY LINE 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 3.01 SITE SECTION534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1/4" = 1'-0"1 SITE SECTION 1 -LOOKING EAST 1/4" = 1'-0"2 SITE SECTION 2 -LOOKING WEST 1/8" = 1'-0"3 SITE SECTION 3 -LOOKING NORTH - WEST HALF 1/8" = 1'-0" 4 SITE SECTION 4 -LOOKING NORTH - EAST HALF 06/06/18 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 NOT FOR CON S T R U C TI ON A 5.01 CUTSHEETS534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165704/11/18 TYP. STAIR ASSEMBLY - 19 RISERS @ 6:12 LOWER TREADS - USE METAL GRATE UPPER TREADS AND PAD - USE HEATED CONCRETE CONSTRUCTION TYP. GUARD RAIL 42" req'd 0.01 edge radius req'd Max 4" opening at open risers Treads min 11" Run Max 7" Max 3/8th variance.(typ) Provide engineered connection detail for inspection. 06/06/18 8155' - 0" 8155' - 0" 8155' - 0 1/4" 8149' - 9 1/4" 8146' - 0" PROPOSED STAIR 19 RISERS @ 6:12 -CONCRETE LANDING AND UPPER RISERS -METAL GRATE LOWER RISERS -METAL RAIL AS PER CODE 8155' - 0" 8155' - 0" 8155' - 0 1/4" 5 1/4" / 1'-0" 8149' - 9 1/4" 8146' - 0" PROPOSED STAIR 19 RISERS @ 6:12 -CONCRETE LANDING AND UPPER RISERS -METAL GRATE LOWER RISERS -METAL RAIL AS PER CODE 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 9.01 GARAGE 3D534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1 {3D} Copy 3 2 {3D} Copy 4 06/06/18 8149' - 9 1/4" 8146' - 0" 8155' - 5 1/2" 8149' - 9 1/4" 8146' - 0" 8155' - 5 1/2" 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A 9.02 GARAGE 3D534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165705/29/18 1 {3D} Copy 5 2 {3D} Copy 5 Copy 1 EXISTING GRADE AND WALLS TO REMAIN TO THE WEST 06/06/18 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 NOT FOR CON S T R U C TI ON A 9.10 SITE PHOTOS534 ELCProject Number - 1703534 E LIONSHEAD CIRVAIL, CO 8165704/11/18 06/06/18