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Home My WebLink AboutAS100 Site Plan and Details.pdf8. 2 K. 1 F A E D G L J H M K C N 8 4 3 21 65 7 B 83 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 2.5B.4 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.5A.7B.1B.5B.9 0.1 P 2. 3 2. 7 M. 5 L. 5 N. 1 E. 5 AS100 2 AS 1 0 0 2 AS 1 0 0 2 AS 1 0 0 3 AS 1 0 0 3 AS 1 0 0 4 AS 1 0 0 3 AS100 3AS1003 GR O U N D F L O O R AR C H I T E C T U R A L D A T U M EL E V A T I O N = 1 0 0 . 0 0 ' MA I N E N T R A N C E 10 0 . 0 0 ' EX P O S E D A G G R E G A T E CO N C R E T E S L A B O N G R A D E 10 0 . 0 0 ' 100.00'EXPOSED AGGREGATECONCRETE SLAB ON GRADE 100.00'100.00'100.00'100.00'100.00'100.00'100.00'100.00' 10 0 . 0 0 ' 10 0 . 0 0 ' RE C E I V I N G RE C E I V I N G 10 0 . 0 0 ' 10 0 . 0 0 ' 10 0 . 0 0 ' 10 0 . 0 0 ' LA N D S C A P E AR E A LA N D S C A P E AR E A LANDSCAPEAREALANDSCAPEAREA 10 " 4'- 8 " 10 ' - 0 " 11 ' - 2 " 10 " 6'-0" 6'-8"19'-8"4'-0" 15'-6"2'-1"2'-1" CO N C R E T E S L A B ON G R A D E T/ C 10 0 . 0 0 ' T/ C 1 0 0 . 0 0 ' B/ C 9 9 . 5 0 ' T/ C 10 0 . 0 0 ' CO N C R E T E I S L A N D BY O T H E R S 31'-0" 30 ' - 6 " R 3 0 ' - 0 " R24' - 8 " R5'-0 " 29'-8"65'-0" 5'- 0 " 25 ' - 6 " 6" 1'-0" 10 0 . 0 0 ' AS 1 0 0 2 5' - 0 " 5'-6" CO N C R E T E WA L K GR A S S LA W N GR A S S LA W N AS 1 0 0 3 6' - 0 " PH A R M A C Y DR I V E T H R U CO N C R E T E WA L K LIN 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 ST U B - O U T P L A N ) PIP E BO L L A R D 6' - 0 " T/ D R A I N 97 . 9 2 ' 98 . 0 0 ' 98 . 0 0 ' 98 . 0 0 ' T/ D R A I N 97 . 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"100.00'4'-0"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) LIN 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 ST U B - O U T P L A N ) AR E A D R A I N (R E F E R T O U T I L I T Y ST U B - O U T P L A N ) TR E N C H D R A I N (R E F E R T O U T I L I T Y ST U B - O U T P L A N ) CO M P A C T O R S U P P L I E R TO P R O V I D E A CO M P A C T O R W / PO L Y W H E E L S O P T I O N AN D A D R O P P L A T E 10 0 . 0 0 ' 10 0 . 0 0 ' 10 0 . 0 0 ' 10 0 . 0 0 ' 10 0 . 0 0 ' 5'- 0 " 70 ' - 0 " ( 5 E Q U A L S P A C E S ) MA X . S L O P E 4 % 42'-514" (3 EQUAL SPACES) 99.00'99.00' T/ C 99 . 9 2 ' T/ C 99 . 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 ' TR A N S I T I O N F R O M FL U S H C U R B T O 6 " C U R B FL U S H C U R B 99 . 7 5 ' BI K E R A C K (F O U R B I K E S ) BI K E R A C K (F O U R B I K E S ) BIKE RA C K (FOUR B I K E S ) FL U S H C U R B 99 . 7 5 ' FL U S H C U R B 99 . 7 5 ' FLUSH CURB99.75'FLUSH CURB99.75'FLUSH CURB99.75'TRANSITION FROMFLUSH CURB TO 6" CURB SLOPESLOPESLOPESLOPEFDFDFDSLOPESLOPESLOPESLOPE SLOPE SLOPE SLOPE BIKE RACK(FOUR BIKES)WITH ENCLOSURE T/ D R A I N 96 . 0 8 ' T/ D R A I N 96 . 0 8 ' T/ D R A I N 96 . 0 8 ' 96 . 2 5 ' 96 . 2 5 ' 96 . 2 5 ' 96 . 2 5 ' 96 . 2 5 ' T/ D R A I N 96 . 0 8 ' T/ D R A I N 96 . 0 8 ' 96 . 2 5 ' 96 . 2 5 ' ONLINE ORDERPICK-UPT/ C 99.95'B/ C 99.45'T/ C 100.00'B/ C 99.50'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.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.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. 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. SI M . FROST SLAB(REFER TOSTRUCT. DWGS.)FROST SLAB(REFER TOSTRUCT. DWGS.) FR O S T S L A B (R E F E R T O ST R U C T . D W G S . ) FR O S T S L A B (R E F E R T O ST R U C T . D W G S . ) PIP E BO L L A R D 10 0 . 0 0 ' 40 ' - 8 " 3' - 8 " 37 ' - 0 " 17'-912" A303 11 A3 0 3 10 A3 0 3 9 AS 1 0 0 6 20 ' - 0 " 4 E Q U A L S P A C E S 21 ' - 1 " 5 E Q U A L S P A C E S 23 ' - 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 19 ' - 7 " 19 ' - 7 " 19 ' - 7 " 19 ' - 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 14 ' - 8 14" 4' - 0 12" 19 ' - 3 34" 19 ' - 3 3 4" 19 ' - 0 " 19 ' - 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 " 24 ' - 5 12" 24 ' - 5 12" 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 15 ' - 4 12" 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"RAMP DN1:12 MAX.SLOPEFLUSHCURBRAMP DN1:12 MAX.SLOPE E.J.E.J.RAMP DN1:12 MAX.SLOPERAMP DN1:12 MAX.SLOPET/ C 99.95'B/ C 99.45'T/ C 99.95'B/ C 99.45'5'-9"4'-10"18'-1"E.J.18'-0"T/ C 99.95'B/ C 99.45'4 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'-0"12'-0"6'-6"3 EQUAL SPACES 3 EQUAL SPACES 15'-6"3 EQUAL SPACES 10 " 10 " MASONR Y W A L L MA S O N R Y W A L L 98 . 0 0 ' 98 . 0 0 ' 2'- 0 " 11 ' - 0 " 2'- 0 " 11'-0 " 2'-0"11'-0"2'-0" E.J. 18 ' - 3 " 18 ' - 3 " 4 E Q U A L S P A C E S 99.45'99.45'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 1/ 2 " P R E M O L D E D F I B E R EX 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 TO O L E D C O N T R O L JO I N T 6" C O M P A C T E D GR A V E L CO M P A C T E D SU 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 WW 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 AS P H A L T P A V I N G B Y SI T E C O N T R A C T O R CL A S S 1 G E O T E X T I L E MA T E R I A L 6" P E R F O R A T E D P I P E RE F E R T O N O T E # 1 & # 2 CO M P A C T E D S U B B A S E RE F E R T O N O T E # 3 EQ U A L T O O R G R E A T E R TH A N 2 " CO M P A C T E D SU 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" VA R I E S SE 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 . AS P H A L T P A V I N G CL A S S 1 G E O T E X T I L E MA T E R I A L CO M P L A C T E D S U B B A S E - RE F E R T O N O T E 3 ( 3 / A S 1 0 0 ) EQ U A L T O O R G R E A T E R TH A N 2 " (2 ) 1 " D I A . H O L E S DR I L L E D O P P O S I T E SI D E S 18 " D I A . C O N C R E T E PA V I N G CO N C R E T E F I L L E D 8 " DI A . S C H . 4 0 S T E E L PI P E , P A I N T E D T R A F F I C YE L L O W CO 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 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 . AS P H A L T P A V I N G CL A S S 1 G E O T E X T I L E MA T E R I A L CO M P L A C T E D S U B B A S E - RE F E R T O N O T E 3 ( 3 / A S 1 0 0 ) EQ U A L T O O R G R E A T E R TH A N 2 " GR A S S L A W N O R L A N D S C A P E A R E A AS 1 0 0 1/16" = 1'-0"ARCHITECTURAL SITE PLAN 08 - 1 2 - 1 4 AR 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 " TY 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 " TY 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 " TY 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 " TY 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 RE V . NO . SP C R NO . 20 1 4 0 4 0 . 0 0 TH E B R I D G E S CA R M E L , I N GI A N T E A G L E , I N C . DA T E RE V I S I O N S BY --------08 - 0 5 - 1 4 --07 - 0 8 - 1 4 -- 4 1/ 2 " = 1 ' - 0 " TY 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 " MA 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