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Home My WebLink AboutAS100 Site Plan and Details-Layout.pdf8 . 2 K . 1 F A E D G L J H M K C N 8 4 3 2 1 6 5 7 B 8 3 1 6524 J . 1 L . 1 E . 9 E . 3 B.5 J . 9 AD E F G H J K L M N CB J . 1 9 9 1.5 1 . 5 E . 4 E . 6 1 . 1 A.34.2 K . 6 0.4 0.2 1.3 E . 1 E . 2 E . 8 E . 9 0 . 3 D.2 D . 5 D . 8 C.8A.5 P 2 . 3 2 . 7 M . 5 L . 5 N . 1 E . 5 C.7A.9B.3B.7 MATCH_LINEMATCH_LINE AS100 2 A S 1 0 0 2 A S 1 0 0 2 A S 1 0 0 3 A S 1 0 0 3 A S 1 0 0 4 A S 1 0 0 3 AS100 3AS1003 G R O U N D F L O O R A R C H I T E C T U R A L D A T U M E L E V A T I O N = 1 0 0 . 0 0 ' M A I N E N T R A N C E 1 0 0 . 0 0 ' E X P O S E D A G G R E G A T E C O N C R E T E S L A B O N G R A D E 1 0 0 . 0 0 ' 100.00'EXPOSED AGGREGATECONCRETE SLAB ON GRADE 100.00'100.00'100.00'99.68'99.68'100.00'100.00'100.00' 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' R E C E I V I N G R E C E I V I N G 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' L A N D S C A P E A R E A L A N D S C A P E A R E A LANDSCAPEAREALANDSCAPEAREA 1 0 " 4 ' - 8 " 1 0 ' - 0 " 1 1 ' - 2 " 1 0 " 6'-0" 6'-8"19'-8"4'-0" 15'-6"2'-1"2'-1" C O N C R E T E S L A B O N G R A D E T / C 1 0 0 . 0 0 ' T / C 1 0 0 . 0 0 ' B / C 9 9 . 5 0 ' T / C 1 0 0 . 0 0 ' C O N C R E T E I S L A N D B Y O T H E R S 31'-0" 3 0 ' - 6 " R 3 0 ' - 0 " R 2 4 ' - 8 " R 5 ' - 0 " 29'-8"65'-0" 5 ' - 0 " 2 5 ' - 6 " 6 " 1'-0" 1 0 0 . 0 0 ' A S 1 0 0 2 5 ' - 0 " 5'-6" C O N C R E T E W A L K G R A S S L A W N G R A S S L A W N A S 1 0 0 3 6 ' - 0 " P H A R M A C Y D R I V E T H R U C O N C R E T E W A L K L I N E O F U N D E R D R A I N ( R E F E R T O U T I L I T Y S T U B - O U T P L A N ) P I P E B O L L A R D 6 ' - 0 " T / D R A I N 9 7 . 9 2 ' 9 8 . 0 0 ' 9 8 . 0 0 ' 9 8 . 0 0 ' T / D R A I N 9 7 . 5 8 ' 5 ' - 0 " 70'-0" (5 EQUAL S P A C E S ) 75'- 0 " PIPEBOLLARD22'-7" 22'-7" LANDSCAPEAREA EMERGENCYGENERATOR MAX. SLOPE 4 % 43'-4"(3 EQUAL SPACES)5'-0"5'-0"100.00'13'-4"GATEAREADRAIN18'-0"10'-9"63'-9"190'-0"13'-1112"18'-0"R20'-0"R4'-6"R9'-8"R4'-0"LINE OF UNDERDRAIN(REFER TO UTILITYSTUB-OUT PLAN) L I N E O F U N D E R D R A I N ( R E F E R T O U T I L I T Y S T U B - O U T P L A N ) A R E A D R A I N ( R E F E R T O U T I L I T Y S T U B - O U T P L A N ) T R E N C H D R A I N ( R E F E R T O U T I L I T Y S T U B - O U T P L A N ) C O M P A C T O R S U P P L I E R T O P R O V I D E A C O M P A C T O R W / P O L Y W H E E L S O P T I O N A N D A D R O P P L A T E 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 1 0 0 . 0 0 ' 5 ' - 0 " 7 0 ' - 0 " ( 5 E Q U A L S P A C E S ) M A X . S L O P E 4 % 42'-514" (3 EQUAL SPACES) 99.00'99.00' T / C 9 9 . 9 2 ' T / C 9 9 . 9 5 ' T / C 1 0 0 . 0 0 ' B / C 9 9 . 5 0 ' T / C 1 0 0 . 0 0 ' B / C 9 9 . 5 0 ' T / C 1 0 0 . 0 0 ' B / C 9 9 . 5 0 ' T R A N S I T I O N F R O M F L U S H C U R B T O 6 " C U R B F L U S H C U R B 9 9 . 7 5 ' B I K E R A C K ( F O U R B I K E S ) B I K E R A C K ( F O U R B I K E S ) BIKE R A C K (FOUR B I K E S ) F L U S H C U R B 9 9 . 7 5 ' F L U S H C U R B 9 9 . 7 5 ' FLUSH CURB99.56'FLUSH CURB99.47'99.00'30' TRANSITION FROMFLUSH CURB TO 6" CURB SLOPESLOPESLOPESLOPE SLOPE SLOPE SLOPE BIKE RACK(FOUR BIKES)WITH ENCLOSURE T / D R A I N 9 6 . 0 8 ' T / D R A I N 9 6 . 0 8 ' T / D R A I N 9 6 . 0 8 ' 9 6 . 2 5 ' 9 6 . 2 5 ' 9 6 . 2 5 ' 9 6 . 2 5 ' 9 6 . 2 5 ' T / D R A I N 9 6 . 0 8 ' T / D R A I N 9 6 . 0 8 ' 9 6 . 2 5 ' 9 6 . 2 5 ' ONLINE ORDERPICK-UP T/ C 100.00'B/ C 99.50'C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.E.J.C.J.E.J.C.J.C.J.C.J.C.J.C.J.E.J.C.J.E.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.E.J.C.J.C.J.C.J.E.J.C.J.C.J.C.J.C.J.C.J.E.J.E.J.C.J.C.J.E.J.E.J.E.J.C.J.C.J.C.J.C.J.E.J.C.J.E.J.C.J.C.J.C.J.C.J.C.J.C.J.E.J.C.J.C.J.C.J.C.J.E.J.E.J. E.J.E.J. C.J.C.J.C.J.C.J.C.J.C.J. C.J.C.J. C.J. C.J. C.J. C.J. C.J.E.J.C.J.C.J.E.J.E.J.C.J.E.J.C.J.C.J.C.J. C . J . C.J.C.J. C . J . E.J.E.J. E.J.E.J. E . J . E . J . C.J.C.J.C.J.C.J.C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. E.J. C.J. C.J. E.J.E.J. C.J. C . J . C . J . C . J . C . J . C . J . C . J . E.J.E.J. E.J.E.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.C.J. E.J.E.J. C.J.C.J. E.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. E.J. E . J . E . J . E.J. C.J. E.J. E.J. C.J. C.J. C.J. C.J. E.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. E.J. C.J. C.J. C.J. E . J . E . J . E . J . E . J . C.J. C . J . C . J . C . J . C.J. C.J. E.J.E.J. C . J . C . J . C.J. C.J. E.J. C.J. C.J. C.J. C.J. C.J. C . J . C.J. C.J. C.J. C.J. C.J. C.J. C.J.C.J. E.J. E.J. C.J. C.J.C.J. C . J . E.J. E.J. E.J. C.J. C.J. C.J. 17'-912" LANDSCAPEAREALANDSCAPEAREAC.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J. S I M . FROST SLAB(REFER TOSTRUCT. DWGS.)FROST SLAB(REFER TOSTRUCT. DWGS.) F R O S T S L A B ( R E F E R T O S T R U C T . D W G S . ) F R O S T S L A B ( R E F E R T O S T R U C T . D W G S . ) P I P E B O L L A R D 1 0 0 . 0 0 ' 4 0 ' - 8 " 3 ' - 8 " 3 7 ' - 0 " A30 3 1 1 A 3 0 3 1 0 A 3 0 3 9 A S 1 0 0 6 2 0 ' - 0 " 4 E Q U A L S P A C E S 2 1 ' - 1 " 5 E Q U A L S P A C E S 2 3 ' - 4 " 5 E Q U A L S P A C E S 4 E Q U A L S P A C E S 1 9 ' - 7 " 1 9 ' - 7 " 1 9 ' - 7 " 1 9 ' - 7 " 4 E Q U A L S P A C E S 4 E Q U A L S P A C E S 4 E Q U A L S P A C E S 3 E Q U A L S P A C E S 1 4 ' - 8 1 4 " 4 ' - 0 1 2 " 1 9 ' - 3 3 4 " 1 9 ' - 3 3 4 " 1 9 ' - 0 " 1 9 ' - 0 " 2 ' - 0 " 4 E Q U A L S P A C E S 4 E Q U A L S P A C E S 4 E Q U A L S P A C E S 4 E Q U A L S P A C E S 2 ' - 0 " 2 4 ' - 5 1 2 " 2 4 ' - 5 1 2 " 5 E Q U A L S P A C E S 5 E Q U A L S P A C E S 4 E Q U A L S P A C E S 1 5 ' - 4 1 2 " 3 E Q U A L S P A C E S 30'-612"5 EQUAL SPACES 16'-812"8'-212" 4'-7"6'-212"E.J.E.J.T/ C 99.30'B/ C 98.80'T/ C 99.30'B/ C 98.80'5'-9"4'-10"18'-1"E.J.18'-0"T/ C 99.13'B/ C 98.63'4 EQUAL SPACES 4 EQUAL SPACES 25'-0"5 EQUAL SPACES 18'-1014"C.J.18'-1014"18'-1014"4 EQUAL SPACES 4 EQUAL SPACES 4 EQUAL SPACES 9'-0"2 EQ SPACES 15'-0"15'-6"14'-6"6'-6"3 EQUAL SPACES 3 EQUAL SPACES 12'-6"2 EQUAL SPACES 1 0 " 1 0 " MASO N R Y W A L L M A S O N R Y W A L L 9 8 . 0 0 ' 9 8 . 0 0 ' 2 ' - 0 " 1 1 ' - 0 " 2 ' - 0 " 11' - 0 " 2'-0"11'-0"2'-0" E.J. 1 8 ' - 3 " 1 8 ' - 3 " 4 E Q U A L S P A C E S 99.80'FLUSHCURBLANDSCAPEAREALANDSCAPEAREA13'-3"2'-0"11'-6"2'-0"11'-4"2'-0"11'-6"2'-0"11'-6"2'-0"11'-212"2 EQ SPACES2 EQ SPACES2 EQ SPACES2 EQ SPACES2 EQ SPACES2 EQ SPACES C.J.99.83'99.83'100.00'99.12'T/ C 99.00'B/ C 98.50'T/ C 99.56'B/ C 99.06'RAMP DN1:12 MAX.SLOPE 99.12'99.00'5'-0"98.48'T/ C 99.00'B/ C 98.50'CURB RAMP, REFERTO DETAIL 6/AS100 T/ C 99.80'B/ C 99.30'TRANSITIONFROM FLUSHTO 6" CURBTRANSITIONFROM FLUSHTO 6" CURB C.J.C.J.99.80'T/ C 99.80'B/ C 98.30'T/ C 99.10'B/ C 98.60'T/ C 99.50'B/ C 98.00'SLOPE PIPEBOLLARDS 1 / 2 " P R E M O L D E D F I B E R E X P A N S I O N J O I N T 4 " C O N C R E T E W A L K 6 " C O N C . S L A B T O O L E D C O N T R O L J O I N T 6 " C O M P A C T E D G R A V E L C O M P A C T E D S U B G R A D E 1 / 4 " R A D I U S / C A U L K J O I N T 1 / 8 " C O N T R O L J O I N T 4 " 4 5 0 0 P S I C O N C R E T E W I T H W W F # 4 R E I N F O R C I N G R O D S 3 " C L E A R C O V E R A S P H A L T P A V I N G B Y S I T E C O N T R A C T O R C L A S S 1 G E O T E X T I L E M A T E R I A L 6 " P E R F O R A T E D P I P E R E F E R T O N O T E # 1 & # 2 C O M P A C T E D S U B B A S E R E F E R T O N O T E # 3 E Q U A L T O O R G R E A T E R T H A N 2 " C O M P A C T E D S U B G R A D E 1 ' - 6 " 6 " 6 " 1'-0"2'-0" 1 . M I N . 2 % S L O P E ( 1 / 4 " : F T . ) , T I E S E P . I N T O S T O R M S Y S T E M . D O N O T T I E B L D G . S T O R M I N T O T H I S U N D E R D R A I N S Y S T E M . 2 . L O C A T I O N O F P I P E C R I T I C A L , M U S T B E A T C U R B F A C E . 3 . P E N N D O T / A A S H T O # 5 7 - N O F I N E S . 1 ' - 6 " 1'-0"2'-0" 3" 6" V A R I E S S E E P L A N 1 / 2 " E X P A N S I O N M A T E R I A L 1 / 8 " C O N T R O L J O I N T 4 " 4 5 0 0 P S I C O N C R E T E W / W W F . 1 / 4 " R A D I U S # 4 R E I N F O R C I N G R O D S 3 " C L E A R C O V E R M I N . A S P H A L T P A V I N G C L A S S 1 G E O T E X T I L E M A T E R I A L C O M P L A C T E D S U B B A S E - R E F E R T O N O T E 3 ( 3 / A S 1 0 0 ) E Q U A L T O O R G R E A T E R T H A N 2 " ( 2 ) 1 " D I A . H O L E S D R I L L E D O P P O S I T E S I D E S 1 8 " D I A . C O N C R E T E P A V I N G C O N C R E T E F I L L E D 8 " D I A . S C H . 4 0 S T E E L P I P E , P A I N T E D T R A F F I C Y E L L O W C O N C R E T E W A S H 7'-0" 2" 3'-0"4'-0" 1"1" NOTE:CURB EXPANSION JOINTS TO BELOCATED AT 20'-0" O.C. MAX. ATSTRAIGHT CURBS & MIDPOINT OF ALLRADIUS CURB SECTIONS OVER 5' INLENGTH. DOWEL #4 RODS X 20'(EMBEDDED 10") SET ONE END OFROD INTO PLASTIC SLEEVE A S P H A L T P A V I N G 1 ' - 6 " 1'-0"2'-0" 6" 4 " 4 5 0 0 P S I C O N C R E T E W / W W F . 1 / 4 " R A D I U S # 4 R E I N F O R C I N G R O D S 3 " C L E A R C O V E R M I N . C L A S S 1 G E O T E X T I L E M A T E R I A L C O M P L A C T E D S U B B A S E - R E F E R T O N O T E 3 ( 3 / A S 1 0 0 ) E Q U A L T O O R G R E A T E R T H A N 2 " G R A S S L A W N O R L A N D S C A P E A R E A A S 1 0 0 1/16" = 1'-0"ARCHITECTURAL SITE PLAN 0 8 - 1 2 - 1 4 A R C H I T E C T U R A L S I T E P L A N & D E T A I L S 5 3 / 8 " = 1 ' - 0 " T Y P I C A L S T E E L P I P E B O L L A R D D E T A I L 3 1 / 2 " = 1 ' - 0 " T Y P I C A L R A I S E D C O N C R E T E C U R B D E T A I L 2 1 / 2 " = 1 ' - 0 " T Y P I C A L F L U S H C O N C R E T E C U R B D E T A I L 1 3 / 4 " = 1 ' - 0 " T Y P I C A L C O N C R E T E P A V I N G D E T A I L R E V . N O . S P C R N O . 2 0 1 4 0 4 0 . 0 0 T H E B R I D G E S C A R M E L , I N G I A N T E A G L E , I N C . D A T E R E V I S I O N S B Y - - - - - - - - 0 8 - 0 5 - 1 4 - - 0 7 - 0 8 - 1 4 - - 4 1 / 2 " = 1 ' - 0 " T Y P I C A L R A I S E D C O N C R E T E C U R B D E T A I L 5 3 / 4 " = 1 ' - 0 " M A S O N R Y C O L U M N E N C L O S U R E A T P H A R M A C Y C A N O P Y 1 1 0 - 1 5 - 1 4 B U L L E T I N # 4 6 5 5 0 - 9 6 - 0 1 2 1 0 - 2 9 - 1 4 B U L L E T I N # 6 - - - - 3 1 1 - 1 2 - 1 4 B U L L E T I N # 7 - - - - 6 1 / 2 " = 1 ' - 0 " T Y P I C A L R A M P D E T A I L 4 0 3 - 1 3 - 1 5 B U L L E T I N # 1 0 6 5 5 0 - 9 6 - 0 3 4