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A <br /> • v 6 � <br /> To occomp�ny Plans dated <br /> ,� t I � -6 -•j ?" _ Note:Types B3,C3,D3 DIST COUNT ROUTE t Mil - T tol Prowed <br /> •wn u. <br /> 2 R° 5" 4„ Superimposed on existing pavement /D S,J 06' 40 4/ <br /> 17� r.--6" -24 w '.�' <br /> RN <br /> �T 5' 4 24" <br /> q. ,::.. �. x; �D t R AI,;,roval R mm n <br /> 2,1a, variable �, ► e r . c�� eco a dad Engineer of Design <br /> l a Registered Civil Engineer No.7603 <br /> F-T <br /> i t n in <br /> v • •• : v e g g r <br /> variable e s <br /> r I ry a e <br /> . • .: � � •. I f 2 o var•ab e e I� 2 0 .. <br /> 11 R / � <br /> RI co R•i' � . R <br /> i e r _ <br /> r <br /> a0 <br /> R O o6e 9 / <br /> . <br /> D , <br /> 4 C 916.3 <br /> 1 . 1 <br /> !. stied <br /> .'a: PD <br /> •i� o 'i' .�•; i ••• , .. ark - Q i� <br /> .YY <br /> 1 <br /> , <br /> n <br /> e Q <br /> I <br /> v J t <br /> 1 <br /> _ 1 4 <br /> B I g 2 •; longitudinal Bar i 8 3 tote Highway Engineer <br /> AI -6 A2-6 AI- 8 A2-8 " <br /> TYPE A TYPE B � Dowel Spaced 4;�Iin ltnglh a�J Registered Civil Engineer No.5945 <br /> 4" 11 f T M 35j- <br /> -4 <br /> 5 j- - - - --� _ <br /> 4 ,1 Note : Curb feces to be scored trensversel <br /> �-4- 7 ' 24'' __- i �- 12" - -- 24 - _ - __ with steel brushes on"Type <br /> ,,,, ,T 1 <br /> �� R'9M R 4 R• _ . v R=i" 2'oor s n d Type D` 2.. <br /> i 24 Vertical <br /> 2 7V <br /> 9•. R i 3;, 2" R=i2 variable 3,. �-- <br /> =�: 2'lor variable �`� 3:/ ,• ,:;;:-: :: :;'. ;.:: . .� <br /> 2 - <br /> .. I R: 1j//11 . • , . I f� D M KL 1 L '►.' ter/ .I ♦ .• O> <br /> t 1. 4A. <br /> 5 1 ) <br /> l w ! 0 <br /> 'y _ 2 <br /> 1 • <br /> 1 .. <br /> 4 i+. 8 <br /> C I Ci 2 'lonqttudlnel Bar L 1t- Ip „_ 1 D I D 2 �" lanqitueinal Bar ,1 D 3 I . ' , . �:. : .• ; <br /> 'Dowel Spend,(,Min.length 8, C 3 V'Dowel Spaced 4, MM1egth K : TY P E E TYPE F" Bridge Deck TY P E G Bridge Dec <br /> TYPE C TYPE D -�- (ON BRIDGES) <br /> (ON BRIDGES) <br /> r <br /> Type A-2 Curb Direction of Traffic Type E Curb <br /> -�__ - :e' • _ ::. CURB QUANTITIES <br /> Type C.Y. Per Lin.Ft. T e C.Y Per Lin.Ft. <br /> � J ° 0.43 0.36' 0.29 ° 0-22' 4 0.15 0.08 �n <br /> ­4111- <br /> Al- 6 0.02585 C I 0.02752 <br /> 0.50 o: N <br /> _ 0.17 - 0.2 2' 7 0.24 0.26'-+i 0.29' 0.31 0.33 0 <br /> C; ° 0.20' a 1 1 0 <br /> A2-6 <br /> 0.05903 C 2 0.0645 <br /> -a' b' o AI 8 0.03084 C3 0.00965 <br /> o - _ - - - -- - - - - - - - - - - A2-8 ' 0.06379 DI 0.03073 <br /> 7' _ - _ _ <br /> -- - - 7 - - � - 7 ' - 7'- - 7' 7' 7' BI 0.02930 D2 0.06782 <br /> - 82 0.06171 D3 0.01223 <br /> B3 0.01074 E 0.06661 <br /> STANDARD CURB TRANSITION - TYPE E TO TYPE A-2 <br /> Note : Straight Line Transiticn in Flow Line and Top of Curb -Varies Varies <br /> unless otherwise ordered by Engineer (Warp when needed �Waro when needed <br /> See Note 3 I See Note 3 <br /> a NOTES <br /> Front Ede W = a/2 Rounded-- 2 % <br /> l� 1.-- CaseA normally applies <br /> Bridge Rail , End of Bridge Curb of Sidewalk ��_- 2 -- Use CaseB when ramp slopes would exceed 10% <br /> �o�n I a -Join - 10% hlox. in Case A. <br /> Gutter Y2 R 3 - Use Case C when sidewalk slope would exceed <br /> � Case p <br /> Face Of Barrier Curb -"` Grade 6°/ in Case 8 Longitudinal I f w r r <br /> Straight a ° slope o warped area <br /> X - X �, Normal sidewalk <br /> Grade <br /> El a/ °' _ adjacent to driveway shall not vary more than 69, <br /> �• 0 Straight / �I 2 `v from the longitudinal rade line of the sidewalk. <br /> ocn Vary Cross Slope _ > Grade � > � a/2 Depressed Sidewalk 9 9 <br /> Z V) as required �_ ti Rounded 6% Max. p g <br /> 4 X =3-0 except for curb heights over 10" where <br /> 0.1 E o - ',- . •• ` 4:1 slopes shall be used on curb r; <br /> o c_ o I , • p .1 ape <br /> , in <br /> o, ` 10 % Max. 5. - Sidewalk and ramp thickness t at driveway <br /> 0� Location of Catch Basin PLAN Gutter i i/2R shall be 4" for residential and 6"for commercial. <br /> m if Required Grade Case B 6 - Difference in slope of the driveway romp and <br /> Depress one edge of sidewalk the slope of a I ine between the gutter and a point <br /> 0 <br /> F L. Depressed Sidewalk on the roadway 5 feet from the gutter line shall <br /> Approach _ _ _ _ _Q _ _ _ a/2 6°�° Max 1 not exceed 15 %. Reduce driveway ramp slope, not <br /> - -� X ---- W <br /> __X - - Rounded -�- <br /> Slab }:::� I Sidewalk - - ' - gutter slope ,where required . <br /> 0.18 0.33 -� jI ' ` <br /> 9 10°i° Max. <br /> - Brid e - s���: � Type E Curb ', �-�-�-•: <br /> .e; Cur F a <br /> Curb ace Gutter �' R R <br /> _ Gutter Grade Grade 2 Case C <br /> - 7' Min. •r 7' Min. E.P. Depress Artlre sidewalk AS BUILT <br /> `` _ <br /> '1 Bottom of Curb <br /> ELEVATION SECTIONS CORRECTIONS BY <br /> FLOW LINE TRANSITION - TYPE E AT STRUCTURE NO CHANGES - <br /> DRIVEWAYS <br /> DATE-5-20-(6 <br /> COMY <br /> � I Direction of Traf fic 0 ti Dlrectlon of Traffic <br /> I m - " - <br /> 0 Z <br /> ----- - 1 - e •• - <br /> • <br /> - -- -- - -- - - • --T <br /> 01 <br /> 10 1 101 - 74 <br /> 0.83' - - 0.1 _ ' I Type A-2 Curb 0.38 Type E Curb -- o <br /> Barrier � ti Type A 2 017 0.25' y d <br /> Curb o o Curb 0.50 0.25' 0,33 <br /> • STATE OF CALIFORNIA <br /> Type G HIGHWAY TRANSPORTATION AGENCY <br /> - -- - - - 8' - i - g' <br /> DEPARTMENT OF PUBLIC WORKS <br /> 8 <br /> DIVISION OF HIGHWAYS <br /> - - STANDARD CURBS AND DRIVEWAYS <br /> TRANSIT ON - TYPE A-2 TO TYPE G CURB TRANSITION TYPE A 2 TO TYPE E <br /> CURB I <br /> 'See Note) <br /> N8 - 2 <br /> Y <br />