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HomeMy WebLinkAboutDRB150168_A2.3_1435769220.pdf0.5' 0.5'0.5' 0.5' 0.6'0.8' 0.8' 0.8' 0.5' 0.8' 0.6' 0.6' 0.8' PHONE PED. ELEC. METER LIGHT (TYP.)10'UTILITY EASEMENT 10.00' SEWER CLEANOUT 8240 8240 8190 8200 8210 82208230 8230 8240 42 44 42 33.9 33.8 33.5 36.6 36.6 37.6 38.2 38.8 39.2 39.8 40.1 40.3 40.3 40.4 40.5 40.7 40.7 40.4 39.7 39.2 38.7 38.5 38.3 39.1 39.8 40.4 40.3 40.2 40.1 40.3 40.5 40.8 40.0 40.2 40.0 40.8 42.1 42.1 42.8 40.1 40.4 40.7 41.3 41.9 42.4 43.2 43.9 44.4 44.8 45.0 45.4 45.7 45.846.1 46.1 45.9 45.6 45.3 44.944.7 44.5 44.0 43.6 43.1 42.3 41.7 41.4 41.1 40.9 40.9 41.4 42.0 42.6 43.3 44.0 44.6 45.2 45.7 45.9 43.7 43.4 44.3 44.4 43.7 43.6 43.4 43.6 43.5 43.4 42.3 41.9 41.9N 12°20' E 126.06'N 77°40' W 157.42' S 72°50' E 157.98'S 12°20' W 112.75'WOOD RET. WALL TERRACED ROCK WALL (TYP.) 0'10'20'30' FOUND PIN & CAP L.S. No. 16827 REP SEWER MANHOLE (APPROXIMATE LOCATION FROM U.E.V.S.D. AS-BUILTS) (INV. ELEV. = 8184.0' FROM AS-BUILTS) MH 8-A-5.1 REP REP REP FND PIN & CAP L.S. # ILLEGIBLE FND ALUM PIN & CAP (3' TRUNK DIA.) LOT 26 FOREST ROAD (50' R.O.W.) LOT 29 LOT 30 LOT 28 LOT 31 GV GV GV GV GV 0.5' 0.5' 0.5' 0.5' 0.6' 0.8' 0.8' 0.8' 0.5' 0.8' 0.6' 0.6' 0.8' PHONE PED. ELEC. METER LIGHT (TYP.) 10'UTILITY EASEMENT 10.00' SEWER CLEANOUT 8 240 8 240 8 190 8200 8 210 8 2208 230 8 230 8 240 42 44 42 33 .9 33 .8 33 .5 36 .6 36 .6 37 .6 38 .2 38 .8 39 .2 39 .8 40 .1 40 .3 40 .3 40 .4 40 .5 40 .7 40 .7 40 .4 39 .7 39 .2 38 .7 38 .5 38 .3 39 .1 39 .8 40 .4 40 .3 40 .2 40 .1 40 .3 40 .5 40 .8 40 .0 40 .2 40 .0 40 .8 42 .1 42 .1 42 .8 40 .1 40 .4 40 .7 41 .3 41 .9 42 .4 43 .2 43 .9 44 .4 44 .8 45 .0 45 .4 45 .7 45 .8 46 .1 46 .1 45 .9 45 .6 45 .3 44 .944 .7 44.5 44 .0 43 .6 43 .1 42 .3 41 .7 41 .4 41 .1 40 .9 40 .9 41 .4 42 .0 42 .6 43 .3 44 .0 44 .6 45 .2 45 .7 45 .9 43 .7 43 .4 44.3 44 .4 43 .7 43 .6 43 .4 43.6 43 .5 43 .4 42 .3 41 .9 41 .9N 12°20' E 126.06'N 77°40' W 157.42' S 72°50' E 157.98'S 12°20' W 112.75'WOOD RET. WALL TERRACED ROCK WALL (TYP.) 0' 10' 20' 30' FOUND PIN & CAP L.S. No. 16827 REP SEWER MANHOLE (APPROXIMATE LOCATION FROM U.E.V.S.D. AS-BUILTS) (INV. ELEV. = 8184.0' FROM AS-BUILTS) MH 8-A-5.1 REP REP REP FND PIN & CAP L.S. # ILLEGIBLE FND ALUM PIN & CAP (3' TRUNK DIA.) LOT 26 F OREST ROAD (50' R.O.W.) LOT 29 LOT 30 LOT 28 LOT 31 GV GV GV GV GV 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 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LINE OF EXISTING BUILDING LINE OF PROPOSED BUILDING AVERAGE SLOPE SCHEDULE 1 31 % 2 28 % 3 33 % 4 39 % 5 54 % 6 56 % 7 52 % 8 37 % 9 52 % 10 56 % 11 62 % 12 53 % 13 58 % 14 63 % 15 59 % 16 59 % 17 64 % 18 54 % 19 53 % 20 56 % 21 64 % 22 57 % 23 53 % 24 47 % AVERAGE SLOPE = 50.11% 25 26 27 28 29 30 31 32 49 % 52% 52 % 64 % 43 % 33 % 35 % 44 % 33 34 35 48 % 43 % 51 % Scale Drawn by Checked by US Mail Only: P. O. Box 2378 Physical / Fedex: 210 Edwards Village Blvd, Bldg A Suite A103 Edwards, Colorado 81632-2378 (970) 926 4301, Fax: 926 4364 hans@berglundarchitects.com www . berglundarchitects.com Issue Date REVISION As indicated 6/17/2015 8:50:26 PM A2.3 SLOPE ANALYSIS CM HB 165 FOREST RD VAIL, CO 06/17/2015 VAIL VILLAGE FILING 1, BLOCK 7, LOT 29 REVISED FINAL DRB SET 1" = 10'-0" 1 SLOPE ANALYSIS PLAN 1/4" = 1'-0" SLOPE SCHEDULE NEW BUILDING FOOTPRINT NEW BUILDING FOOTPRINT No. Revision Date Revision Description DRB APPROVED 6/3/2015 12:00:00 AM