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SD1.2+SITE+DETAILS
0 ' - 0 " 2 ' - 1 1 1 / 4 " T O P V I E W F I N I S H E D G R A D E L C L C 0 ' - 0 " 2 ' - 1 1 1 / 4 " T O P V I E W F I N I S H E D G R A D E L C L C 0 ' - 0 " F I N I S H E D G R A D E - ( 0 ' - 1 0 " ) P R O J E C T E N G I N E E R F O R E X A C T S O I L C O N D I T I O N S . C O N S U L T R E B A R ( B Y O T H E R S ) P E R L O C A L C O N C R E T E F O O T I N G A N D N O . 4 R E Q U I R E M E N T S . N O T E : 2 1 7 0 - 5 - E - G ( D I R E C T E M B E D M E N T , G A L V A N I Z E D ) 0 ' - 0 " F I N I S H E D G R A D E - ( 0 ' - 1 0 " ) P R O J E C T E N G I N E E R F O R E X A C T S O I L C O N D I T I O N S . C O N S U L T R E B A R ( B Y O T H E R S ) P E R L O C A L C O N C R E T E F O O T I N G A N D N O . 4 R E Q U I R E M E N T S . N O T E : 2 1 7 0 - 5 - E - G ( D I R E C T E M B E D M E N T , G A L V A N I Z E D ) P A R K I N G V A N A C C E S S I B L E R E S E R V E D P A R K I N G V A N A C C E S S I B L E R E S E R V E D 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 E I N S T E I N ' S - 1 0 M I L E 1119 E. State Street, Suite 120 - Eagle, Idaho 83616p. 208.514.2713 www.alcarchitecture.com C Z C S U B M I T T A L 2 4 A U G U S T 2 0 1 8 1 8 0 3 0 a l c - 6'-0" 6'-0" C M U W A L L C A P S T R U C T U R A L ' B ' D E C K F U L L Y W E L D E D T O T U B E F R A M E . CMU WALL CAPPAINT TO MATCHBUILDING BUILDINGFIELD COLOR S C A L E : T R A S H E N C L O S U R E P L A N 1 ' - 2 " 0'-1" 0'-4" 1'-0" 3'-0" 9 8"∅ X 18" D C O N C . FTG., IMB E D P O S T INTO CO N C . STEEL S L E E V E TAIL-SPAR B O L T E D CONNECTIO N , ( T Y P ) 2" SQUAR E S T E E L TUBE PRI M E D & PAINTED ( W H I T E ) VAN ACCESSI B L E S I G N AT REQUIRED S T A L L FIBERGLASS P L A T E SIGN W/PAINTED O N L E T T E R S & CONCEAL E D FASTENERS.1/2"1/2"1/8"NOTE:PROVIDE JOINTS ASSHOWN ON THE PLAN WITHEXPANSION JOINTS AT NOTMORE THAN 20'-0" O.C.AND CONTROL JOINTSWHERE EXPANSION JOINTSARE NOT REQUIRED.GRANULAR FILL 1/4" TOOLED RADIUSGRANULAR FILLSEALANTSCALE: N.T.S.SIDEWALK DETAIL1 CONC. WALK,BROOM FINISH TRAFFIC RESISTANT CAULKOVER TOP OF 1/2" X 4"EXPANSION JOINT FILLER -HELD DOWN 1/2"SAWCUT ORTOOLED JOINTW/ 1/4" RADIUSEDGE CONC. WALK,BROOM FINISH EXPANSION JOINTCONTROL JOINT S C A L E : N . T . S . R A M P D E T A I L 2 S C A L E : N . T . S . B I K E R A C K D E T A I L 3 3 ' - 0 " 3 ' - 2 3 / 8 " 0'-2 3/8" SCALE: N.T.S.ADA PARKING DETAIL4 S C A L E : 1 " = 1 ' - 0 " A D A P A R K I N G S I G N 5 S C A L E : 3 / 4 " = 1 ' - 0 " P I P E B O L L A R D 6 1 6 " ∅ C O N C R E T E F O U N D A T I O N 0'-6" S C A L E : 3 / 8 " = 1 ' - 0 " T R A S H E N C L O S U R E F R O N T E L E V A T I O N 7 SCALE: 3/8"=1'-0"TRASH ENCLOSURE ELEVATION8 1 2 ' - 8 " S C A L E : T R A S H E N C L O S U R E S E C T I O N 1 0 2'-0"0'-8"0'-8"0'-8"2'-0" 3'-0" N O T E : V E R I F Y L O C A T I O N O F U N D E R G R O U N D U T I L I T I E S B E F O R E D R I L L I N G F O R C O N C R E T E F O U N D A T I O N S F I N I S H P A V I N G ( S E E C I V I L ) 3'-6" C E M E N T W A S H S L O P E D 1 " A B O V E P A V I N G 6 " ∅ S T A N D A R D S T E E L P I P E - C O N C R E T E F I L L E D W R A P E X P O S E D P O R T I O N O F P I P E w / G A L V A N I Z E D S H E E T M E T A L R O U N D C O N C R E T E C A P - C A P w / G A L V A N I Z E D S T E E L 1 ' - 4 " C M U W A L L C A P 12'-0" S T E E L G A T E S C I V I L D W G S . F O R G R A D E S S L O P E C O N C . P A D A W A Y A T 1 / 4 " / F T . S E E W A L L 8 " C M U O V E R 4 " G R A V E L 6 " C O N C . S L A B S D 1 . 2 1 0 4 . 2 4 . 3 6'-0" 4 . 2 4 . 3 4 . 3 ( 2 ) # 5 R E B A R A S P H A L T P A V E M E N T ( 1 ) # 5 X C O N T . N O T E : V E R I F Y L O C A T I O N O F U N D E R G R O U N D U T I L I T I E S B E F O R E D R I L L I N G F O R C O N C R E T E F O U N D A T I O N S . 2 ' - 0 " 8 " 8 " 8 " 1'-0"2'-0" ( 2 ) # 5 B A R S C O N T . 6 " C O N C . S L A B O V E R 4 " C O M P . G R A V E L B A S E 1 3 x 1 3 - D 5 x D 5 W . W . F . ( 1 ) # 5 R E B A R ( V E R T . ) @ 3 2 " O . C . - G R O U T S O L I D ( 1 ) # 5 R E B A R - G R O U T S O L I D S W I N G L A T C H . C A N E B O L T . O F B O L L A R D P L A N E L E V A T I O N C L T Y P . P I P E S L E E V E H I N G E 2 1 / 2 " S Q . X 3 / 1 6 " T H K . S T L . T U B E , P A I N T 2 1 / 2 " X 2 1 / 2 " X 3 / 1 6 " S T L . A N G L E D I A G . B R A C E B E Y O N D 2 2 G A . C O R R . G A L V . S H T . M E T . S I D I N G , P A I N T 2 1 / 2 " S Q . X 3 / 1 6 " T H K . S T L . T U B E , P A I N T P I P E S L E E V E H I N G E , P A I N T 8 " C M U , P A I N T 3 " 2 " 3 " 1-3/8" S C A L E : G A T E S U P P O R T S 1 1 5'-0" OR ASREQUIRED BY CITY 2'-1"1'-0"8"5'-0" or asREQUIRED BY CITY4"1'-0"8"1'-6"24'-7"23°5°R2'-0"R1'-8"3"6" RADIUSPAINTCONFORMDIMENSIONS,CONFIGURATION, ANDCOLORS WITH LOCALGOVERNMENTALAGENCY AND ADAGUIDELINES4" WIDE PAINTEDBARCENTER OFPACKING SPACE4.34.2PAINT TO MATCHBUILDING BUILDINGFIELD COLOR 4 . 3 4 . 2 4'-0"6'-0" SLOPE 22'-0"16'-0" F O R G A T E S U P P O R T S S E E D E T A I L 1 1 / S D 1 . 2 SEE DETAIL11/SD1.2 FORGATE SUPPORTS G A L V A N I Z E D O N E - P I E C E B I C Y C L E R A C K " C Y C L O O P S " # 2 1 7 0 - 5 - E - G ( 5 - B I K E , D I R E C T E M B E D M E N T , H O T D I P G A L V A N I Z E D F I N I S H ) G A L V A N I Z E D O N E - P I E C E B I C Y C L E R A C K " C Y C L O O P S " # 2 1 7 0 - 5 - E - G ( 5 - B I K E , D I R E C T E M B E D M E N T , H O T D I P G A L V A N I Z E D F I N I S H ) G A L V A N I Z E D O N E - P I E C E B I C Y C L E R A C K " C Y C L O O P S " # 2 1 7 0 - 5 - E - G ( 5 - B I K E , D I R E C T E M B E D M E N T , G A L V A N I Z E D ) 1'-6"5'-0" 6 ' - 0 " M I N . F L U S H W I T H P A V E M E N T S L O P E 1 : 1 2 DESIGN PERICC/ANSIA117.1-2003SECTION 406 C O N C R E T E S I D E W A L K A C C E S S I B L E P A R K I N G A C C E S S A I S L E - S E E C I V I L 6 " T U B E S T E E L P I P E F I L L E D W / C O N C R E T E E M B E D D E D I N T O C O N C R E T E F O O T I N G . H O T D I P G A L V . F I N I S H . N O T E : H O T D I P G A L V . F I N I S H O N A L L E X P O S E D S T E E L . N O T E : H O T D I P G A L V . F I N I S H O N A L L E X P O S E D S T E E L . NOTE:HOT DIP GALV. FINISHON ALL EXPOSEDSTEEL. N O T E : H O T D I P G A L V . F I N I S H O N A L L E X P O S E D S T E E L . NOTE:SLOPES SHALL BE 1:20(5%) OR LESS AND THECROSS SLOPES SHALL NOTEXCEED 1:50 (2%).CHANGES IN LEVELS SHALLNOT BE GREATER THAN1/2" AND SLOPES SHALLNOT BE GREATER THAN1:20 (5%) UNLESS RAMPSARE PROVIDED. G A T E S T O O V E R L A P B Y 1 2 " M I N . 1 / 2 " = 1 ' - 0 " 1 / 4 " = 1 ' - 0 " 1 - 1 / 2 " = 1 ' - 0 " N O T E : G A T E S T O O P E N 1 2 0 D E G R E E S N O T E : G A T E S T O O P E N 1 2 0 D E G R E E S