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HomeMy WebLinkAboutFile Documents.993 Moore Dr.0192.2019 (35).ARBKDYH B L D G E N V E L O P E B L D G E N V E L O P E PROPERTY LINEA C C E S S E A S E M E N T BLDG FOOTPRINT POOL M O O R E D R Z O O M F L U M E T R A I L U T IL I T Y E A S E M E N T BLDG ENVELOPEM O O R E D R TERRACE B L D G E N V E L O P E S N O W S T O R A G E N A C T I V I T Y E N V E L O P EPROPERTY LINESKI EASEMENT8425 PROPERTY LINE ACTIVITY ENVELOPE 991 MOORE DR DRIVEWAY ACCESS EASEMENT SKI AND UTILITY EASEMENT 228 Midland Avenue | PO Box 529 | Basalt, Colorado 81621 970-927-4925 | www.ccyarchitects.com DATE: DRAWN BY: CHECKED BY: PROJECT NUMBER: ISSUE: HISTORY: SCALE: © COTTLE CARR YAW ARCHITECTS, LTD. 1/16" = 1'-0" Author 16004 EXCAVATION BOUNDARY PLAN Ex.BND. PLANHARLAND LEEDS RESIDENCEPERMIT SUBMITTAL RESPONSE 12/12/2017 993 MOORE DRIVE, ASPEN, CO 81611LOT 7, BLOCK G, MFPUDChecker 1/16" = 1'-0" EXCAVATION BOUNDARY PLAN 1 REV. #DATE DESCRIPTION 1 5.29.2018 Permit Comments Soil Stockpile Soil Stockpile Soil Stockpile Bottom of excavation at 8,379.08' or PE =84'-1" Temporary access ramp at <3:1 ratio Soil stockpile Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Bottom excavation at 8,379.75' or PE = 84'-9" Bottom of excavation at 8,386.25' or PE = 91'-3" Bottom of excavation at 8,390.66' or PE = 95'-6" Bottom of excavation at 8,381.66' or PE = 86'-8" NOTE: The north patio, pool, spa and all landscape walls will be excavated and poured after the primary house foundation has been backfilled. Silt Fence or Waddles Silt Fence or Waddles Silt Fence or Waddles Silt Fence or Waddles 3'-0 Construction Fence 3'-0" Construction Fence 3'-0" Construction Fence 30' x 14' Track Pad Bottom of excavation at 8,386.25' or PE = 91'-3" Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Top of Main Level Elevation = 8,395' or PE=100'-0" Bottom of excavation at 8,382.41' or PE= 87'-5" EXCAVATION BOUNDARY PLAN HARLAND LEEDS RESIDENCE 993 MOORE DRIVE ASPEN, CO 81611 Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Excavation at 1.5:1 ratio Existing tree to be protected Existing tree to be protected