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6" 1�r <br />2 -2411 <br />2"or variable <br />•s• <br />.t <br />- <br />R <br />- <br />R=1;: 2... <br />io <br />4: o: :.. :.A: <br />A2-6 <br />TYPE A <br />2 i--- 24"- - ,_ _ 9„ <br />_33, <br />{ \- �- - <br />R,,2, 5 --f- 4 24.1 <br />uJ � - <br />e ` R'' <br />., • , f 2.1 or variable ► , v' i --- 2"or variable <br />�- - - 11 „ <br />• .. ;. '� a 1 N e 1 i nR a <br />. <br />a� . , <br />1 <br />A 2- 8 B I B 2 Longitudinal Bar i; B 3 T <br />TYPE g 4Dowel Spaced 4; Min, length a' <br />• • r FISCAL [MEET IO. • <br />o v r•o STATE F[o[rwL MFL <br />o1[cr No YEA No <br />•1.[et� <br />CALIF _ <br />To occompany Plans doted ZZ"7 <br />Note- Types B3, C 3 D3 <br />Superirnposed on existing Pwernenf <br />DISTRI OUNTY <br />t - <br />At -•,, <br />ROUTE SECTION <br />C.Y. Per Lin. Ft. <br />X S. ✓ <br />909 �i 32 <br />33 <br />vil Recommerded <br />cng�neer c, uesign <br />Civil Engineer License No J1G03 <br />Approved %-,6 ry �� /96/ <br />State Highway Engineer <br />Civil Engineler License No 5U.- <br />411 Il f T�. L 35- Not r <br />II II , 11 - �� _ _ _ _ e Cub faces to be scored transversel <br />4- 7 2 24" - r----- 12 - - - - - Z4 - �! <br />T with steel brushes on"Type G <br />R=it R'9, ;r, R=4' R•9 •, 11 R:I. -1 r , R=I1, 11 and Type D <br />s , T 2 or variable -_ -_3 3:1 1 2 ri r- --12.. 24., 2., <br />_ i f �. .• 'u' . 4' 7 ' ^-' R=l"It <br />rA� <br />= R, I.1 . 2 - iL variable l -1 3" - <br />Z cD , u . • , <br />st <br />• • ' .' • .. ` . , .. ` ' - • ' ' . .. do <br />R Q. L K - n .• ^ . • . ' • • n • . D ; 121 J. ' . O R /Z , • . . <br />n i J 4 n 1. <br />— j / 111 1( 1 N N 1 . ►: ' i <br />C I C 2 „� Longitudln>tl Bar �t - IQ 81=�-� )< D I ll I I " <br />D 2 II,� Longltudinal Bar' I� D 3 1 • . .. . <br />TYPE C ? <br />Dowel Spaced 4, rw�n Lrngth 8 C 3 Dowel Spaced 4', Mm length gLt Bridge Deck <br />TYPE D _� TYPE E TYPE F g <br />(ON BRIDGES) <br />Type A- 2 Curb <br />05 <br />OT 0.4 3' 0.36'-•. <br />0 1 0.17'�j F 0.20 0.2 2'- <br />0 <br />-- - 7' - 7' <br />Face of Barrier Curb <br />-O <br />O <br />O <br />qr <br />Approach <br />Slab <br />--Bridge <br />a, <br />n <br />0 <br />o(n <br />*__N <br />Eo <br />%.- <br />o0 <br />C W <br />0 0+ <br />U <br />I— <br />co <br />n <br />Bridge Rail <br />Vary Cross Slope <br />as required --- <br />- 7' Min. <br />Direction of Traffic <br />0.29' 0.22' <br />e <br />0.24 °. I.,.. <br />0.26' -0 <br />-- 7' <br />_ -- -- - - - ---- - -- -- - —49' - - - - - -- <br />STANDARD CURB TRANSITION —TYPE E TO TYPE A-2 <br />Note: Straight Line Transiticn In Flow Line and Top of Curb r'- - Vor,es -1 <br />unless otherwise ordered by Engineer IWorp when needed <br />See Note 3 <br />I <br />Front Edge <br />End of Bridge Curb <br />Location of Catch Basin <br />if Required <br />0.18' -1 0 33' -t <br />I J <br />7' Min <br />FLOW LINE TRANSITION —TYPE E AT STRUCTURE <br />F_ 7] <br />otyl Direction of Tro f f is <br />cp 10 <br />o I m I - -- <br />0.8 3'-�I <br />Barrier <br />Curb <br />K Type G- <br />�.+ 81 <br />I- - ____I <br />FL - <br />Type E Curb < rn <br />E.P <br />l <br />jo'rI of Sidewalk <br />0.15- <br />0. 29' <br />.150.29' <br />- 7 <br />Varies <br />Waro when needed <br />I Sec- Note 3 <br />C1 '--Join <br />X Straight Q <br />U0 Grade EI a/ - X - <br />Stru yht r o 2 n, <br />0 <br />1 Grad Cr- j <br />PLAN <br />� X — — — -- —W _ _ _�.. X - <br />-_ _ Sidewalk <br />Curb Face <br />Gutter Grade _ <br />Bottom of Curb <br />ELEVATION <br />-� ti Direction of Traffic <br />0o <br />4-_ s --I-. - -- -- --17 <br />- - - --- - ^ <br />�_ _� _ • — _ _ — _ _ _- N <br />-o 017 Type A-2 017' I Type A- 2 Curb 038 Type E Curb - -in o <br />0 o Curb 0.c5 0, 33' o <br />a 0.50' 0.25' <br />.1 <br />CURB TRANSITION—TYPE A-2 TO TYPE G CURB TRANSITION — TYPE A-2 TO TYPE E <br />'See Note) <br />�l <br />Type E Curb <br />— 1• <br />•, - L0 <br />0.33' 0d <br />1 ---------- <br />7 --- <br />T Y P E G Bridge Deck <br />(ON BRIDGES) <br />CURB QUANTITIES <br />Type <br />C.Y. Per Lin. Ft. <br />T pe <br />C.Y Per Lin. Ft. <br />A 1- 6 <br />0.02585 <br />C 1 <br />0.02752 <br />A2-6 <br />0.05 903 <br />C2 <br />0.06457 <br />A I- 8 <br />0.03084 <br />C3 <br />0.00965 <br />A2-8 <br />0.06379 <br />D 1 <br />0.03073 <br />B 1 <br />0.02930 <br />D2 <br />0.06782 <br />B2 <br />0.06171 <br />D3 <br />0.01223 <br />B3 <br />0.01074 <br />E <br />0.06661 <br />a NOTES: <br />- <br />"/2 Rounded- ` 20/. i� I . CaseA normally applies' <br />2 -- Use CoseB when romp slopes would exceed l0% <br />I1 — 10% Allax. in Case A. <br />Gutter %2 R <br />Case A 3 - Use CaseC when sidewalk slope would exceed <br />Grade Normal sidewalk 6/ in Case B Longitudinal slope of warped area <br />�- -- - -- - a - - -- adjacent to driveway shal I not vary more than 6% <br />a/ — Depressed Sidewalk from the longitudinal grade line of the sidewalk. <br />2 Rounded - 6 % Max 4 - X=3' -O" except for curb heights over 1011 where <br />�. + 4:1 slopes shall be used on curd r-ope <br />''! �, ''I ��_:10 % Max. 5 - Sidewalk and ramp thickness "t"ot driveway <br />Gutter i %2 R shol I be 4" for r=esidential and 6"for commercial. <br />Grade Case B <br />Depress one edge o'I sidewalk o - Difference in slope of the driveway ramp and a the slope of a line between the gutter and a point <br />_ <br />_ a - Depressed Sidewalk\ on the roadway 5 feet from the gutter line shall <br />- / <br />2 Rounded °r° -�� r 6Max 1 t not exceed 15 %. Reduce driveway ramp slope, not <br />gutter slope,where required. <br />10% Max. <br />Gutter I/2 R <br />Grade Case C <br />Depress Qrtlre sidewalk <br />X-S.J-909-CS <br />SECTIONS � <br />A' f'. ' 64-P <br />PlJ' ILT S -909 (i) <br />�RRECTlO[�fS BYDRIVEWAYS NO CHANGES ,�•,� <br />e Aloee&A- <br />DATE /z- zi -Gg <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />STANDARD CURBS AND DRIVEWAYS <br />N <br />8-1 <br />s<.s Ww j•• <br />