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HomeMy WebLinkAboutA2.1.pdfCONC.PANDECKDRIVEPAVERROCK/CONC.WALLROCKPARKINGASPHALTWALKPAVERENTRYROCK PATIO2.0(UNDER)DECKEDGE OF ASPHALTENTRY WALKWAY(ABOVE)FLAGSTONEAREA23.0'6.1'2.0' CANT.5.6'13.0'8.1'72.2'4.0'12.1'12.1'4.0'5.0'CANTILEVER9.6'5.8'60.1'2.2'8.0'5.0'26.2'2.0'3.3'16.1'12.1'10.4'11.8'2.0' CANT.12.0'8.0'RET. WALLRET. WALLR.R. TIERET. WALLCONC.R.R. TIEPHONE PED.ELEC. METERLIGHTELEC. METERPHONE PED.LIGHT (TYP.)N 12°20' E 126.06'S 72°50' E 157.98'S 12°20' W 112.75'N 77°40' W 157.42'ELEC. PED.ELEC. TRANS.SPRINKLER VALVESEWER CLEANOUT81908200821082208230824082308240424444WOOD RET.WALLWOOD TIE WALLTERRACED ROCK WAX8235.2X8233.8X8230.3X8230.1ELV-CELV-NCELV-NCELV-NCELV-NCELV-NCELV-NCELV-NCELV-NCELV-NC1127107810791146120712081290129113601361FOUND PIN & CAPL.S. No. 168270.4315 ACRES165 FOREST ROAD181SEWER MANHOLERIM ELEV. = 8241.0'INV. ELEV. = 8233.8'BASIS OF ELEVATIONSEWER MANHOLE(APPROXIMATE LOCATION FROM U.E.V(INV. ELEV. = 8184.0' FROM AS-BUMH 8-A-5.1FND PIN & CAPL.S. # ILLEGIBLEFND ALUM PIN & CAP(3' TRUNK DIA.)LOLOT 30LOT FOREST ROAD (50' R.O.W.)LOT 2910'10'UTILITY EASEMENT8244.48243.68244.38243.88222.38221.98236.48236.48240.88240.8302826242232343638123456789101112131415161718192021222324LIMITS OF DISTURBANCE2526272829303132333435AVERAGE SLOPESCHEDULE131 %228 %333 %439 %554 %656 %752 %837 %952 %1056 %1162 %1253 %1358 %1463 %1559 %1659 %1764 %1854 %1953 %2056 %2164 %2257 %2353 %2447 %AVERAGE SLOPE = 50.11%252627282930313249 %52%52 %64 %43 %33 %35 %44 %33343548 %43 %51 %US Mail Only: P. O. Box 2378Physical / Fedex: 210 EdwardsVillage Blvd, Bldg A Suite A103Edwards, Colorado 81632-2378(970) 926 4301, Fax: 926 4364hans@berglundarchitects.comwww . berglundarchitects.comScaleDateDrawn byChecked byIssue Date1/19/2015 2:04:12 PMAs indicated165 FOREST RDVAIL, C0 81657A2.1SLOPEANALYSIS01/12/2015CMHB01/12/2015CONCEPTUAL DRBREVIEWREVISION SCHEDULE# DESCRIPTION DATENORTH0'10'20'30' 1" = 10'-0"1SLOPE ANALYSIS PLAN 1/4" = 1'-0"SLOPE SCHEDULENEW BUILDING FOOTPRINTNEW BUILDING FOOTPRINT