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r, <br /> �p 00,0180 contracilon Joint I <br /> IPlpced In protongatton rlth oovemanI Jdnts) 2- <br /> No. 4 INq- 171 Dors <br /> O construction oDtlore ,fin 2 (SOI min, cl. <br /> 2-No. 4 (No- <br /> 131 bars Drainage costing <br /> 1- Form ,Ith'/, 131 thick steel template 2-NO. 4 (No. 131 Dars placed at mld-depih Itfw)uf Curb Dox <br /> r 2 150)deep.and sed. placed at mid-depth (when space Per.its <br /> i_� +-ac. <br /> .1 caro <br /> Iwhen Space pereilts) U <br /> 2. Sar at 4 to 24 hours, and Seel. A A <br /> IB(4501 lona 1 <br /> ,,Orel bars 'brcinage costing IB 44501 1011, dowel <br /> Snort radius curve with curb box mar ".a'a <br /> at <br /> ISuch Os entrances. I It 17001 Id-o.pth), 7, <br /> side streets and <br /> Construction Curb Bock of carp -1 (tYD•1 <br /> ramp returns), joint box <br /> O <br /> Join, <br /> A Joint O � O <br /> ILO ml F-(-Lr-O-YmMl r-� <br /> 1„ \\—J min. min Exoonelon ——{L — <br /> 2 411300 cap 1 1251111VII <br /> tyD.l <br /> •Th15 dimension shMl be 1el^• <br /> adjusted to align with <br /> joint o1 the adjacent <br /> > > Dpvemant <br /> FLA depth t width DETAIL A <br /> 11.0 ml 11.0 ml 1 1251 - thick Imin-1 <br /> prearmed exp <br /> Edge of min, In. EXPANSION JOINT <br /> r <br /> IS'-O" IS'-O' IS'-0'• arlSlon 14,5 ml '! m <br /> 14.5 1 14.5 ml pavement <br /> Joinft flPer. <br /> Pavement exaonalon join( <br /> ,Ith for without)dowels Gutter 110 width T Gutter Ho ,10tH 7 <br /> PLAN os reaured Or 11751 as repaired for 0751 <br /> ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE Povement curb type. Pavement curb tyDe. ) <br /> Sloe 6'/- f IIT. Sbpe_._5% _ <br /> B C A e C eo -__•_ a �I ` �7= _ aI <br /> A <br /> 17 <br /> Pavement Pavement 1,SIO e <br /> Slone 6Y, ',R1. -67 R1 Tie bpr Jile Dor J <br /> DEPRESSED CURB fTVPICAII DEPIIESSEO CURB ADJACENT <br /> HMA surfacing TO CURB RAMP ACCESSIBLE <br /> "•'' •• _ Mountable curt, shown <br /> TO THE DISABLED <br /> Dor (other tYDes permitted) <br /> r E <br /> Tie C SIODe 6i .••/ <br /> lie oa <br /> GENERAL NOTES <br /> BARRIER CURB MOUNTABLE CURB 9(225) when PCC base The bottom slope of comalrotlorr, caro ono wrier <br /> —— course 5 8 (200) constricted adjacent to a.. pavement snen be <br /> IO 2501 than PLC base the sane Slope ON the suppose or 6% ,ran su00ase <br /> 1 1 course>8 (200) 1. omitted. <br /> ON <br /> TABLE OF DIMENSIONS TABLE OF DIMENSIS `PCC base `Tie Dor t Thickness of Dal-­I. <br /> BARRIER CURB MOUNTABLE CURB! course <br /> TYPE A 8 C D R. TYPE A B C D RI R2 ADJACENT TO PCC BASE COURSE LOngituOlntl joint tie Dora shell 0e No. 6 (No. 191 of <br /> . (600) centers In accordance .Ith details row <br /> 8-6.12 12 1 6 6 1 M-2.06 6 2 4 2 3 2 WLTA HMA SURFACING Ialgltuolhol construction Joint shown on <br /> 18-15,31 (3001 (25) (150) (150) (25) IM-5.15) 1501 150) (100) (50) (75) (50) Standard 420001. <br /> 8-6.18 18 1 6 6 1 U-2.12 12 2 , 2 3 2 <br /> tB-15.451 (450) 25) 0501 11501 (25) (M-5.70) (3001 1501 11001 1501 (75) (501 A minimum clearance of 2 150)t,et.een in. and of <br /> 8-6.24 2J 1 6 6 1 4-4.06 6 , 3 4 3 NA B C the tie bar and the Dock of rhe curb snag De <br /> IB-15.601 16001 1251 11501 (150) (25) IM-10.151 1150111001 1751 11001 1751 A mointdlnea. <br /> 8-9.12 12 2 5 9 1 M-4,12 12 4 3 4 3 <br /> 18-22.301 (300) (50) 1125)225) 1251 (M-10.30) 1300)0001 175) 0001 1751 NA Pavement R1 the dowel bars shown In contraction joints w1 <br /> B-9.IS IS 2 5 9 1 M-4,18 18 4 3r55,O) <br /> 7 NA Slope 27, only be repulred for monolithic construction, <br /> t8-22.,51 (4501 t50) 0257 225) (25, (M-10.4S) (450)000) (75) (751 <br /> 8-9.N N 2 5 9 1 M-4,24 24 , ] 7 NA •-••••` M dimensions are In Inches (millimeters) <br /> IB-22.601 16001 ISO, 0251 2251 257 IM-10.601 1600111001 175) 175) - • • __ unless owner+tae srwwn- <br /> U-6.06 6 6 2 2 NA c T— '- R= <br /> W-15.15) 1150111501 1501 1501 ;R\ t ,8;8,�. DATE REVISIONS CONCRETE CURB TYPE B <br /> M-6.12 12 6 2 2 1-1-13 Added enrol note <br /> ®Iglnete ewartmMt or irangoorrotbn IM-15.301 (3001 0501 1501 150) NA `Tie bar , re0ardn g requirement <br /> M-6.18 111 6 22 AND COMBINATION <br /> xAS1ED I. 7011 '^ NA for do..1 Dar.. <br /> IM-15.451 (4SD1 N5D1 ISD) (ISD) ISD) CONCRETE CURB AND GUTTER <br /> Y M-6.24 24 6 Z 6 2 NA I-1-09 Switched unite tq <br /> frvOorLe roll _ <br /> (M­15.601 (6)0)0501 ISO, <br /> (150, 150) M-2.06 (M-5.15)and M-2.12 IM-5.301 English (metric). (Sheer I or 21 <br /> STANDARD 606001-05 <br /> Y r <br />