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Home My WebLink AboutDRB17-0171_A0-06_1499707140.pdf 8551' - 0 8552' - 0 1 8553' - 0 1/2 8554' - 0 1/2" 8555' - 0 1/2" 8556' - 0 1/2" 8557' - 0 1/2" 8558' - 0 1/2" 8559' - 0 1/2" 8560' - 0 1/2" 8561' - 0 1/2" 8562' - 0 1/2" 8563' - 0 1/2" 8564' - 0 1/2" 8565' - 0 1 /2" 8566' - 0 1/2" 8567' - 0 1/2" 8568' - 0 1/2" 8569' - 0 1/2" 8570' - 0 1/2" 8571' - 0 1/2" 8572' - 0 1/2" 8573' - 0 1/2" 8574' - 0 1/2" 8575' - 0 1/2" 8576' - 0 1/2" 8577' - 0 1/2" 8578' - 0 1/2" 8579' - 0 1/2" 8580' - 0 1/2" 8581' - 0 1/2" 8582' - 0 1/2" 8583' - 0 1/2" 8584' - 0 1/2" 8585' - 0 1/2" 8586' - 0 1/2" 8587' - 0 1/2" 8588' - 0 1/2" 8589' - 0 1/2" 8590' - 0 1/2" 8591' - 0 1/2" 8592' - 0 1/2" 8593' - 0 1/2" 8594' - 0 1/2" 8595' - 0 1/2" 8596' - 0 1/2" 8597' - 0 1/2" 8598' - 0 1/2" 8599' - 0 1/2" 8600' - 0 1/2" 8601' - 0 1/2" 8602' - 0 1/2" 8603' - 0 1/2" 8604' - 0 1/2" 8605' - 0 1/2" 8606' - 0 1/2"8607' - 0 1/2" 8 608' - 0 1/2" 8609' - 0 1/2" 8610' - 0 1/2" 8 611' - 0 1/2" 8612' - 0 1/2" 8613' - 0 1/2" 8614' - 0 1/2" 8615' - 0 1/2" 8616' - 0 1/2" 8617' - 0 1/2"8618' - 0 1/2" 8619' - 0 1/2" 8620' - 0 1/2" 8621' - 0 1/2" 8622' - 0 1/2" 86 23' - 0 1/2" 8624' - 0 1/2" 8 625' - 0 1/2" 8626' - 0 1/2" 8627' - 0 1/2" 8628' - 0 1/2" 8553' - 0 1/2" 8554' - 0 1/2" 8555' - 0 1/2" 8556' - 0 1/2" 8557' - 0 1/2" 8558' - 0 1/2" 8559' - 0 1/2" 8560' - 0 1/2" 8561' - 0 1/2" 8562' - 0 1/2" 8563' - 0 1/2" 8564' - 0 1/2" 8565' - 0 1/2" 8566' - 0 1/2" 8567' - 0 1/2" 8568' - 0 1/2" 8569' - 0 1/2" 8570' - 0 1/2" 8571' - 0 1/2" 8572' - 0 1/2" 8573' - 0 1/2" 8574' - 0 1/2" 8575' - 0 1/2" 8576' - 0 1/2" 8577' - 0 1/2" 8578' - 0 1/2" 8579' - 0 1/2" 8580' - 0 1/2" 3465 SF SITE COVERAGE 7100 SF SITE AREA NOT TO BE DISTURBED (.4 x 17,730 = 7092) REAR SETBACK 15'-0" SIDE SETBACK 15'-0" SIDE SETBACK 15'-0" TO EDGE OF ASPHALT 25'-6" TO EDGE OF ASPHALT 24'-0" FR ONT SETBACK 20'-0" T.O. WALL 8585' - 6" B.O. WALL 8583' - 10" T.O. WALL 8585' - 6" B.O. WALL 8581' - 5 1/2" T.O. WALL 8585' - 6" B.O. WALL 8584' - 0" 8587' - 0" 8585' - 6 1/2" 8589' - 0" 8589' - 3 1/2" T.O. WALL 8587' - 0" B.O. WALL 8591' - 10 1/2" 8627' - 4" 8629' - 1 1/2" EDGE OF ASPHALT EDGE OF ASPHALT 8619' - 9" 8581' - 7" 60' x 100' TEST MODULE 8580' - 3 1/2" 8590' 6 1/2" - 8580' 3 1/2" = 10' - 3" 51.4% SLOPE 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 8590' - 6 1/2" 8607' - 6" 8613' - 11" 8622' - 6" 8610' - 2" 8600' - 7" 8591' - 8" 8581' - 7 1/2" 8582' - 3" 8591' - 4" 8600' - 8 1/2" 8610' - 4 1/2" 8620' - 7" 8628' - 6" 8628' - 6 1/2" 8598' - 10" 8598' 10" - 8590' 6 1/2" = 8' - 3 1/2" 41.4% SLOPE 8607' 6" - 8598' 10" = 8' - 8" 43.3% SLOPE 8613' 11" - 8607' 6"= 8' - 5" 44% SLOPE 8622' 6" - 8613' 11"= 8' - 7" 42.9% SLOPE 8591' 8" - 8581' 7 1/2" = 10' - 1/2" 50% SLOPE 8600' 7" - 8591' 8" = 8' - 11" 50% SLOPE 8600' 8 1/2"- 8591' 4" = 9' - 4 1/2" 46.8%SLOPE 8591' 4" - 8582' 3" = 9' - 1" 40% SLOPE 8610' 2" - 8600' 7" = 9' - 7" 42.9% SLOPE 8610' 5 1/2" - 8600' 8 1/2"= 9' - 9" 48.7%SLOPE 8619' 9" - 8610' 2" = 9' - 7" 50% SLOPE 8620' 7" - 8610' 4 1/2"= 10' - 2 1/2" 51%SLOPE 45% 54% 42% 49% 45% 50% 49% 63% 42% 44% 60% 47% 50% 40% 50%49% 44% 42% 8628' 9 1/2" - 8619' 9" = 10' - 11 1/2" 54.7% SLOPE 8628' 6 1/2" - 8620' 7"= 7' - 11.5" 39%SLOPE 42% 41% 46% 41% 57% 47% 48% 33% SLOPE AVERAGE 1 42.9% 2 54.7% 3 39% 4 44% 5 50% 6 51% 7 43.3% 8 42.9% 9 48.7% 10 41.4% 11 50% 12 46.8% 13 51.4% 14 50% 15 40% TOTAL AVE. 46.4% 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 A0.06 SITE PLAN RYAN RESIDENCE Project Number - 1668 807 POTATO PATCH DR VAIL, CO 81657 05/12/2017 DRB 1" = 10'-0" 1 SITE PLAN NORTH    1" = 10'-0" 2 STEEP SLOPE ANALYSIS DRB APPROVED 7/5/2017 12:00:00 AM