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Site plan - Rep. Services and Bldg Labelsx x x x S C A L E : 1 / 4 " = 1 ' - 0 " O V E R A L L S I T E P L A N THIS DRAWING CONTAINS INFORMATION WHICH IS THE PROPRIETARY PROPERTY OF ALCARCHITECTURE. NO UNAUTHORIZED REUSE OR DUPLICATION OF THESE PLANS OR ANYINFORMATION CONTAINED HEREIN, WITHOUT THE EXPRESS WRITTEN CONSENT OF ALCCOPYRIGHT © ALC ARCHITECTURE T H E C O T T A G E S 1119 E. State Street, Suite 120 - Eagle, Idaho 83616p. 208.514.2713 www.alcarchitecture.com 1 5 J A N U A R Y 2 0 1 8 1 7 1 9 0 a l c - L I N D E R A N D C H I N D E N C o n c e p t u a l P r e s e n t a t i o n N O T A P A R T N O T A P A R T N O T A P A R T N O T A P A R T BU I L D I N G A B U I L D I N G B W . E V E R E S T L N . W . C H I N D E N B L V D . 62'-0" 6'-0"CMU WALL CAPSTRUCTURAL 'B' DECK FULLYWELDED TO TUBE FRAME,PRIME AND PAINT TO MATCHBUILDING.24'-0"2'-8"2'-0"8"8"8"2'-0"CMU WALL CAP 4'-0"4'-0"10'-8"SLOPESTEEL GATESCIVIL DWGS. FOR GRADES SLOPE CONC. PADAWAY AT 1/4"/FT. SEE WALL 8" CMUOVER 4" GRAVEL 6" CONC. SLAB6'-0"SD1.2 106'-0"(2) #5 REBAR ASPHALT PAVEMENT (1) #5 X CONT.NOTE: VERIFY LOCATION OFUNDERGROUND UTILITIESBEFORE DRILLING FORCONCRETE FOUNDATIONS.2'-0"8"8"8"1'-0"2'-0"(2) #5 BARSCONT.6" CONC. SLABOVER 4" COMP.GRAVEL BASE13x13-D5xD5W.W.F.(1) #5 REBAR (VERT.)@ 32" O.C. - GROUTSOLID (1) #5 REBAR -GROUT SOLID SWING LATCH.CANE BOLT.SCALE:3/8" = 1'-0"-FRONT ELEVATION TRASH ENCLOSURE SCALE:1/4" = 1'-0"-TRASH ENCLOSURE PLANSCALE:1/2" = 1'-0"-TRASH ENCLOSURE SECTION R o b e r t O l s o n 1 / 1 7 / 1 8