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HomeMy WebLinkAboutDRB140188_C102_1403734200.pdf8" 8" 8" 8" 10" 8" 8" 8" 8" 8" 10" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 6" 6" 6" 10" 10" 10" 10" 6" 6" 6" 6" 6" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" 8" S S WATER SHUT-OFF VALVE 8357.0 8357.5 8358.4 8357.7 8357.1 8358.3 8359.6 8359.5 8360.3 8361.0 8362.7 8362.6 8364.6 8364.7 8366.8 8366.2 8363.5 STORM INLET GRATE ELEVATION = 8356.8 (PROJECT BENCHMARK) SEWER MANHOLE MH 120 RIM ELEVATION = 8387.0 INVERT ELEVATION = 8381.8 SEWER MANHOLE MH 460 RIM ELEVATION = 8357.8 INVERT (N) ELEVATION = 8349.5 INVERT (SE) ELEVATION = 8349.7 EDGE OF ASPHALT LARGE BOULDER (TYPICAL) EXISTING FENCE FLOWLINE BACK OF CURB EXISTING FENCE CURVE TABLE CURVE DELTA RADIUS LENGTH C1 13°52'08" 121.25' 30.26' FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 2568 S64°24'W - 0.9' FROM LOT CORNER FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 2568 S27°12'W - 0.8' FROM LOT CORNER FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 27598 FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 27598 "MODERATE HAZARD" SNOW OR DEBRIS AVALANCHES MAXIMUM EXTENT OF ROCKFALL HAZARD "HIGH HAZARD" SNOW OR DEBRIS AVALANCHES FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 20695 FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 27598 FOUND PLAIN No. 4 REBAR S65°49'S - 1.8' FROM LOT CORNER FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 23089 FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 23089 15.0' 20.0' 1 5.0' 15.0' BUILDING SETBACK BUILDING SETBACK BUILDING SETBACK UTI LI TY EASEMENT (RECEPTI ON No. 97704) UTILITY EASEMENT (RECEPTION No. 97704) UTILITY EASEMENT (RECEPTION No. 97704) 1 0.0' 5.0' 5.0' S 40°13'52"W - 276.70' N41°17'52"E - 336.69' S16°13'55"E - 74.67' C1 N00°19'08"W - 1 70.00' S58°46'01"E - 15.19' S40°13'52"W 136.76' LOT 8 0.869 ACRES ADDRESS: 3816 LUPINE DRIVE LUPINE DRIVE (50' RIGHT-OF-WAY) LOT 7 LOT 9 LOT 10 LOT 11 U.S.F.S. S S SS S S S S S S S S GGGGGGGGGGG SSSSSSSSSSSS 8390839083908390 8400840084008400 8410841084108410 8420842084208420 8430843084308430 8440844084408440 8450845084508450 8460846084608460 8470847084708470 8480848084808480 8490849084908490 8500850085008500 8510851085108510 8520852085208520 8530853085308530 8380838083808380 8 3 7 0 8 3 7 0 8 3 7 0 8 3 7 0 SLOPE LEDGENDSLOPE LEDGENDSLOPE LEDGENDSLOPE LEDGEND 0% - 30%0% - 30%0% - 30%0% - 30% 30% - 40%30% - 40%30% - 40%30% - 40% > 40%> 40%> 40%> 40% DRAFTING SERVICE, INC. P.O. BOX 774121 426 OAK STREET STEAMBOAT SPRINGS, COLORADO 970.879.7929 FAX 970.879.8709 JAKES@SPRINGSIPS.COM Sheet Number Job # File Date Drawn Checked Rel'd Reved H:\proj\MLH Bersin\CON11.rvt 6/19/2014 3:29:39 PM SLOPE ANALYSIS FOR CHATEAU d'OEX CHATEAU d'OEX CHATEAU d'OEX CHATEAU d'OEX 3816 LUPINE DR TOWN OF VAIL, CO 81657 MLH OF COLORADO 970.846.1214 KAB JMH NFC C102 SHEET OF 15 14.015 14015C2 12JUNE14 2 1" = 30'-0" 1 SITE PLAN 30'30'30'30' 0'0'0' 0'15'15'15'15' 60'60'60'60' E W S SCALE 1" = 30'SCALE 1" = 30'SCALE 1" = 30'SCALE 1" = 30' DRB APPROVED 6/18/2014 12:00:00 AM