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• u <br />6'-'--1 2 <br />�6, -24" RTS7 <br />•. -...•. �.:. 00 <br />2"or variable <br />R_ <br />2 <br />�• R-1 cn <br />00 <br />:y <br />4• <br />A2-6 AI -8 <br />TYPE A <br />6'� ---1 2" _ 2411 <br />R• <br />2" c variable <br />;.. R, I R. <br />• 1 <br />A2-8 <br />To accompany Plans dated i�1y <br />Note: Types 63,C3, D 3 <br />- -- 33" Superimposed on existing pavement <br />5"-t-4 --- 24'1- _ - - <br />`R•�rl � <br />211or variableC"J 8 11 <br />�. <br />1 1 1, <br />! s: 51 3 <br />R°I <br />� <br />1 <br />II • a .. <br />4 <br />9 <br />_4 <br />r. ,. h. <br />i <br />e a. .i _ I c �.► j <br />.o � <br />4 <br />B2 ' Longitudinal Bar o"'�Il B 3 <br />TYPE B � °l Spaced 4; Min. length akiJ <br />AvI,rovul Recommended <br />i=rgiiict it of Design <br />Registered Civil <br />Engineer N .76 <br />03 <br />>` 6 <br />Approved OC o er 9 /963 <br />Stote Highvvoy Engineer <br />Registered Civil Engineer No. 5945 <br />113'1---� <br />1 7r� I 351- <br />1211 24r1 Note: Curb feces to be scored transversely <br />�4 - - 7211 -241i - _j r - - with steel brushes on••Type �- <br />12 <br />,R R j II and .Type D.. <br />rR=�2 9N `r' R 4 R•9 I 2"or variable R=!" 3:� `v ;o <br />Ra 3•� II R- /1, 2 or 24 � <br />b e -- �, 2 - z variable 3 �-- , <br />11�•+ 1 • R=1" _�, t �_, R,�'': �:'' :. ,.. R, �. <br />\ = ♦ • • . R : r2 tD , u Q. . • _ .. i . • e rR:I w ° R-12"' t. " , ^ t11J w • a <br />iit <br />a u <br />1 .• <br />t <br />R <br />i <br />_Z 1 <br />• <br />f� <br />.. <br />I <br />l R � •: <br />l • N <br />t <br />n <br />I <br />N <br />i <br />I � <br />I e: <br />1 _ 1 � <br />1 - <br />t'` 1 i. I. , a 1, <br />2 „� Longitudinal Bar - IU 8 -� D I D 2 `t Longitudinal Bar li <br />D3 <br />Dowel Spawd 4, Min. Length 8 � C 3 4" Dowel Spaced 4, Min.Length 8" , E TYPE Bridge Deck <br />TYPE C TYPE D TY P E �- <br />(ON BRIDGES) <br />Type A-2 Curb <br />o T <br />0.50 .�_:�:� 0431 -1 � e: <br />�? ' <br />61 0.17'. 0.20 <br />0.3 6'- <br />0. 2 2'- <br />Bridge <br />'0.22'- <br />Bridge Rail <br />0.29 <br />0.2 <br />Direction of Traffic <br />0.221 :. <br />4 0.26'-� <br />.�A: b <br />-49 <br />STANDARD CURB TRANSITION -TYPE E TO TYPE A-2 <br />Note: Straight Line Transition in Flow Line and Top of Curb I••+- --Varies <br />unless otherwise ordered by Engineer. iWarp when needed <br />See Note 3 <br />Face <br />of Barrier Curb <br />G.Y. Per Lin. Ft. <br />Type <br />C Per Lin. Ft. <br />AI -6 <br />0.02585 <br />Cl <br />0.02752 <br />A2-6 <br />-O <br />C2 <br />0.06457 <br />A I- 8 <br />0.03084 <br />C3 <br />v <br />A2-8 <br />0.06379 <br />DI <br />0.03073 <br />OL <br />0.02930 <br />D2 <br />0.06782 <br />B2 <br />ocn <br />D3 <br />Vary Cross Slope <br />B3 <br />JIE <br />o <br />0.06661 <br />as -required <br />� <br />LL <br />oU <br />4 - X = 3-01 except for curb heights over 1011 where <br />-r, <br />-e -e - a: - : 4 <br />T <br />4:1 slopes shall be used on curb s;ope. <br />' �- 10 % Max. <br />0 C31 <br />Gutter iV2 R <br />Case B <br />Location of Catch <br />Grade <br />Depress one edge oI sidewalk <br />U :n <br />6 - Difference in slope of the driveway ramp and <br />- a <br />m <br />/ Depressed Sidewalk\ <br />2 Rounded �- 6% Max. <br />if Required <br />on the roadway5 feet from the utter line shall <br />9 <br />not exceed 15 %. Reduce driveway ramp slope, not <br />_ <br />Ir -1--- .:.•:'.� <br />gutter slope,where required. <br />' ' r „ 10%Max. <br />Approach <br />Gutter'2 R <br />Case C <br />Slob <br />0.18' --I E- <br />Depress Praire sidewalk <br />-40--Bridge _ <br />SECTIONS <br />- 7' Min. �I- <br />7' Min. <br />End of Bridge Curb <br />0 <br />10 <br />FLOW LINE TRANSITION -TYPE E AT STRUCTURE <br />rl- <br />Direction of Traffic <br />co � <br />0.s -Al p ITom ®A_0 <br />V <br />Barrier („rb <br />Curb Q o <br />Type G <br />owl <br />CURB TRANSITION -TYPE A-2 TO TYPE G <br />` 1 � <br />0.15' <br />0.29' <br />Front Edge <br />Join of Sidewalk <br />X Straight <br />Grade <br />Straight <br />j Grad <br />Type E Curb <br />0.33' <br />_71 _ is 7 __411111k_ I <br />�- 1 <br />W -- - <br />a <br />oI <br />cri <br />PLAN <br />a/2 <br />I <br />[�- Varies <br />Waro when needed <br />I See Note 3 <br />X - <br />a :--Join <br />X - W X - <br />Sidewalk <br />Curb Face <br />Gutter Grade <br />Bottom of Curb <br />ELEVATION <br />-o ti Direction of Traffic <br />0 6 0.46 <br />! h• � �r:� [1- i I 11rh 0_ OJType ECurb - ti 0 <br />0 2 <br />I " 1 ISI 0, 3 3, <br />n �n"3i ill 0.25' <br />f <br />8 ►+- 8 <br />CURB TRANSITION - TYPE A-2 TO TYPE E <br />'See Note) <br />LO <br />4.0 N <br />ti o <br />0 <br />Verticol <br />_ o <br />a <br />I <br />' • • - .. a •' <br />T Y P E G Bridge Deck <br />(ON BRIDGES) <br />CURB QUANTITIES <br />Type <br />G.Y. Per Lin. Ft. <br />Type <br />C Per Lin. Ft. <br />AI -6 <br />0.02585 <br />Cl <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 />DI <br />0.03073 <br />BI <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 />DRIVEWAYS <br />�.0it0 91"'�4 <br />STATE OF CALIFORNIA <br />HIGHWAY TRANSPORTATION AGENCY <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />STANDARD CURBS AND DRIVEWAYS <br />�_8-2 <br />NOTES: <br />- <br />a <br />2.1. <br />I� <br />1.-* CoseAnormally applies <br />2 Rounded- ` <br />r, -=-r <br />2. -- Use CaseB when romp slopes would exceed 10% <br />11 --- 10% Max. <br />�2 <br />in Case A. <br />Gutter R <br />Case A <br />3. - Use Case C when sidewalk slope would exceed <br />Grade <br />Normal sidewalk <br />6% in Case B Longitudinal slope of warped area <br />9 Pe P <br />�.- _ a __ <br />adjacent to driveway shal I not vary more than 6% <br />a /2 Depressed Sidewalk <br />O <br />from the longitudinal grade line of the sidewalk. <br />I1 <br />ouned <br />Rd -- <br />� / �- 6 �e Max <br />4 - X = 3-01 except for curb heights over 1011 where <br />-r, <br />-e -e - a: - : 4 <br />T <br />4:1 slopes shall be used on curb s;ope. <br />' �- 10 % Max. <br />5. - Sidewalk and ramp thickness..... at driveway <br />Gutter iV2 R <br />Case B <br />sholl be 4" for residential and 6"for commercial. <br />Grade <br />Depress one edge oI sidewalk <br />6 - Difference in slope of the driveway ramp and <br />- a <br />the slope of a line between the gutter and a point <br />/ Depressed Sidewalk\ <br />2 Rounded �- 6% Max. <br />i <br />on the roadway5 feet from the utter line shall <br />9 <br />not exceed 15 %. Reduce driveway ramp slope, not <br />_ <br />Ir -1--- .:.•:'.� <br />gutter slope,where required. <br />' ' r „ 10%Max. <br />Gutter'2 R <br />Case C <br />Grade <br />Depress Praire sidewalk <br />SECTIONS <br />DRIVEWAYS <br />�.0it0 91"'�4 <br />STATE OF CALIFORNIA <br />HIGHWAY TRANSPORTATION AGENCY <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />STANDARD CURBS AND DRIVEWAYS <br />�_8-2 <br />