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HomeMy WebLinkAboutB15-0238_A0-03_1438098840.pdfUP LOT 24 S89°27'25"W 66.07' SET 5/8" REBAR W/CA (P.E. & P.L.S. 26626) SET 5/8" REBAR W/CAP (P.E. & P.L.S. 26626) DECK 2nd FLOOR 6" 6" 4" 8" 10" 10" 6" 4" 6" 4" 6" 4" 6"6" 6"5" 4"6" 4" 12" 10" 8" 6" 6" 8" 6" 6" 4" 6" 14" 4"6" 6" 6"8" 12" 12" 12" 12" 14" 18" 10" 8" 6" 6" 14" 4" 4" S89°27'25"W 66.07' ∆R=4 T=10.93 Ch B=S35 Ch L=21.09' L=21.34' MEADOW RIDGE ROAD (50' R.O.W.) LOT 24 LOT 26 25.6' 15.8' 4.8' 5.9' 4.9' 24.8' 21.6' 2.0' 18.8' 1.9' 2.1' 10.4' 2.1' 18.0' 0.6' 3.7' 1.0' 3.3' 14.9' 1.0 ' 1.0' 0.7' 18" CMP INV 8069.66 FOUND REBAR WITH PLASTIC CAP P.E. & P.L.S. 26626 ∆= R=40. T=14.00' Ch B=S69° Ch L=26.44' L=26.94' X TBC 8090.24 FOUND REBAR WITH PLASTIC CAP P.E. & P.L.S. 26626 FOUND REBAR 8072 8080 8090 8070 O S TV T S 3 D D D 3 D D 8074' - 0" 8 07 6 ' - 0 " 8078' - 0" 8080' - 0" 8082' - 0" 8084' - 0" 8082' - 0" 8084' - 0"1854-B 1854-A 10' UTILITY EASEMENT 10' UTILITY EASEMENT LOT 24 N 69 °5 6 '07 "E 1 5 2.99 ' N39 °12'24"W 136.48'S89°27'25"W 66.07' N63°27'39"W N00°46'55"E 144.55'SET 5/8" REBAR (P.E. & P.L.S. 26626 SET 5/8" REBAR W/CAP (P.E. & P.L.S. 26626) ROOF PEAK ROOF PEAK ROOF PEAK ROOF PEAK EL.=8116.1 EL.=8116.2 EL.=8 114.2 EL.=8115.1 EL.=8115.1 EL.=8114.2 EL.=8112.1 EL.=8112.1 2nd FLOOR DECK 2nd FLOOR DECK O VERHANG 2nd FLOOR 2nd FLOOR OVERHANG DECK 2nd FLOOR BUILDING UNDER CONSTRUCTION 1 7.5' 15.1' 52.5' 3 8.83'26.6' 61.34'30.66'26.0' 4.0' 14.0' 10.1' 18.5'2.0' 3.0'12.6' 17.5' 26.6' 20.0' 21.6' 2.0' 11.4' 5.9' 2.0'22.4' 2.0' 2.0' 14.0' 2.0'3.0' 4.9' 5.0' 22.0' 26.1' 22.1' 25.5' 6.0' 24.5' 11.8' 6.0' 6.0'2.0 ' LOT 25 20469 SQ. FT. 0.470 AC. 1844 15' SETBACK 15' SETBACK & UTILITY EASEME NT 15' SETBACK 6" 6" 4" 8" 10" 10" 6" 4" 6" 4" 6" 4" 6"6" 6"5" 4"6" 4" 12" 10" 8" 6" 6" 8" 6" 6" 4" 6" 14" 4"6" 6" 6"8" 12" 12" 12" 12" 14" 18" 10" 8" 6" 6" 14" 4" 4"20' SETBACK N69°56'07"E 152.99' N39°12'24"W 136.48' N6 3°27'39"W 29.53' S89°27'25"W 66.07' N00°46'55"E 144.55' Ch L=21.3 MEADOW RIDGE ROAD (50' R.O.W.) LOT 24 LOT 26 22.4'25.6' 15.8' 4.8' 5.9' 4.9' 5.9' 24.8' 21.6' 2.2' 11.6' 5.7' 26.3' 2.0' 18.8' 1.9' 2.1' 10.4' 2.1' 18.0' 0.6' 4.1'13.5' 25.9' 26.2' 3.7' 1.0'3.3' 14.9' 1.0' 3.6' 1.0' 0.7' DECK UPPER DECK LOWER DECK DECK 2-STORY WOOD FRAME WITH STUCCO 6" PVC PIPES 18" CMP 8069.66 18" CPP INV 8064.95 3" PVC INV 8085.72 TRENCH DRAIN TRENCH DRAIN 17 .3 ' 39.1' 30.5' 15.1' CONCRETE DRIVE CONCRETE DRIVE FOUND REBAR WITH PLASTIC CAP P.E. & P.L.S. 26626 F.F. 8088.66 X X F.F. 8088.03 X F.F. 8086.55 X F.F. 8086.64 X PEAK 8115.98 D ECK C Ch L L=26.94 27.08' 109.40' LOT 25A LOT 25B 2-STORY WOOD FRAME WITH STUCCO X TBC 8090.53 X TBC 8090.84 X TBC 8090.24 FOUND REBAR WITH PLASTIC CAP P.E. & P.L.S. 26626 FOUND REBAR S35°51'12"W 148.12' 8072 8080 8090 8070 O S W TV T S 9' - 9 3/4" 5 1/2" 10' - 11 1/2" 5 1/2" 8' - 0 1/2" 5 1/2" 5 1/2" 10' - 0" 5 1/2" 10' - 0" 3 1/2" 9' - 10" 5 1/2"11' - 1 3/4" 5 1/2" 43' - 1 1/4" 9' - 11 1/2" 5 1/2" 4' - 0 1/8" 5 1/2" 10' - 5" 4' - 5 5/8" 10' - 6 3/8" 4' - 5 3/8" 4' - 0" 2' - 1" C F G 1 2 3 4 6 7 A B D 5 E 8 1' - 10 1/2" 26' - 9 3/8" 41' - 1 1/4" PROPOSED TOPOGRAPHIC CONTOUR TOPOGRAPHIC LEGEND EXISTING TOPOGRAPHIC CONTOUR ELEVATION FROM SEA LEVEL (FT) 8800'-0" PLAN NORTH TRUE NORTH 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 LOT 25 LIONSRIDGE FILING NO. 3 1854 GLACIER COURT VAIL, CO 81657 A0.03 SITE PROPOSED GRAND TRAVERSE DUPLEX Project Number - 1505 07/02/2015 PERMIT SET 1/8" = 1'-0" 1 SITE PLAN - PROPOSED 1" = 20'-0" 2 SITE PLAN - EXISTING PROPOSED ADDITION UNIT B UNIT A NO ALTERATIONS 07/28/15