Laserfiche WebLink
T Div No iTAT[ /hlRAl �ROJ[CT Ib. FISCAL �II�1 �� ► <br /> T-- rtAA pe tpl <br /> CALIF. `9Ll <br /> 06sr .. <br /> r <br /> TO OCCOMPOny PIOnS dnted <br /> 6„ -24„ R= �- 6� 2° 24 5" 9" 4 33"- Note Types 93,C3 D3 IDIOT OUNTT ROLITE sECTIM r1 <br /> . = �•R=�'2 �.• F - .. ...• F4 <br /> .4 -� 4 --- 24"---- --- SuperimposeA on ex�sli►� pavement X .S�✓ 906 24 _;T4 <br /> ►► 1 ', '• , 1 a0 ° t R, Approval Recommended / <br /> a .v a. 2 Or variable .o I 2" or variable '' 1 `�' - 211 variable " Engineer of Design <br /> • � ;..-.: N •. :e: » •: - ----- - ---- _ - - - N Registered Civil Engineer <br /> _ •• ; . ,,:, .. ;~; :v%: �• • � . - • f� N ist r No.7603 , <br /> y /. . - �' <br /> • <br /> Ra • <br /> W � <br /> ao R ` <br /> e Q 1 s �• ! . . <br /> 2 <br /> 00 <br /> " T <br /> 4 <br /> OC oXer <br /> .rtApproved <br /> 2 • <br /> ••its y.'.. :'�''.' . <br /> r <br /> e :Q <br /> ° M <br /> -A- <br /> A1 -6 A2-6 A1- 8 A2-8 B I B 2 1 Longitudinal Bar I B3 <br /> N I tate Highway Engineer <br /> k Dowel Spaced 4,Min.Length a" Registered Civil Engineer No,89445 <br /> TYPE A TYP E B <br /> 4r 4% TIM 1 � <br /> 4„ T 3 5 - <br /> �r 2411 �---- 12 24� Note : Curb feces to be sca�se trsnsversel�! <br /> with steel brushes on'Type G <br /> R= R <br /> 2"or and Type D" 24'' 2'� Vertical <br /> 9 �t • •9•. 2"or variable _ R=I• 3.� `t R'I" 3:� n -I/�� 12" - t- <br /> �f.� _ /2 R 2 variable - _4T . <br /> TT �, N • e • R-1" 'N N • n lu f 2 �- , •y . • ( I t <br /> • • • _ C ,' ,� y •'. _ j. ;�'. O :► 'U' <'..h 1 4 _ -7 ,1 - • • R- �- 1 - N e w 1 �r fj , .d• •R- <br /> • <br /> e <br /> ♦ , <br /> i 1W Rx <br /> •I: <br /> 1 1 y' <br /> 1 <br /> R <br /> N i <br /> N <br /> i <br /> N <br /> C �. . i 8� <br /> 2 ,; Longitudinal Bar l♦--10 -� 1 D I D 2 't Longitudinal Bar 11 T �. <br /> oo�el s „ 3 I •• • . <br /> TYP 4 v Deck <br /> E '� svaord ,Min.Length 8 \ C 3 4"Dowel Spaced Min.lengM A'I Bride Sri D«�1 <br /> C v TYPE D _.}_ TYPE E TYPE F' TYPE C3 <br /> (ON BRIDGES) (ON BRIDGES) <br /> Type A-2 Curb Direction of Traffic Type E Curb <br /> CURB QUANTITIES <br /> o T • - - - - - • _ <br /> Type C.Y. Per Lin.Ft. T e C.Y.Per Un.Ft. <br /> to 0.50�+ 0.43 0.36 �•;.. ► �` :.i.': <br /> -1 0.29 0.2 2 0.15 - _ <br /> C; o ;ti; 0.08 '; �n A 16 0.02585 C 1 0.027'52 <br /> 0,17 0.20 0.22' �� u7 N <br /> 0.24 0.26' 0.29' 0.31' 0.33' '` o A2-6 0.05903 C2 0.06457 <br /> Al -8 0.03084 C 3 0.00965 <br /> - -- 7' - _ ----- '---- - -- - - -- -- - ---- - - - - <br /> A2-8 f 0.06379 D I 0.03073 <br /> 7 -}� 7 <br /> -- - ` --- 7 � 7� 'L 7� B 1 0.02930 D2 0.06782 <br /> - 49 B2 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 r- --Varies Varies <br /> unless otherwise ordered by Engineer. Warp when needed [WOrD when needed <br /> See Note 3 1 See Note 3 <br /> 4 <br /> a <br /> NOTES <br /> W -- - - /2 Rounded- 21Y, <br /> Bride Rail Front Edge _ `- 1� 1.-- CaseA normally applies <br /> 9 End of Bridge Curb Jon of Sidewalk Qt_ 2.-- Use CaseB when romp slopes would exceed 10'x; <br /> ' Join <br /> L,� - 10% Max. in Case A. <br /> - Face of Barrier Curb i Gutter /2 R _ <br /> 3. Use Case C when sidewalk slope would exceed <br /> o X Straight I X sn Grade Normase Aal sidewolk 6% in Case B Longitudinal slope of warped area <br /> CL <br /> Grade E a/ n, <br /> o o Straight 1 2 o a- adjacent to driveway sholI not vory more than 6% <br /> ocn Vary Cross Slope > Grade i > a Depressed o idewalk from the longitudinal grade line of the sidewalk. <br /> o y as required ti /2 f 6% Max. <br /> E O _ Rounded _ j --� 4 - X =3-0 except for curb heights over 10 ;where <br /> o _ I _ -- -- . ::: 4:1 slopes shall be used on curie dope. <br /> 10 % Max. 5. - Sidewalk and romp thickness►teat driveway <br /> v� Location of Catch Basin I � R shall be 4" for residential 6"for <br /> Gutter I a d commercial. <br /> M if Required PLAN Grade 2 Case B 6 - Difference in slope of the drivewayrain and <br /> P r,. <br /> Depress one edge of sidewalk the slope of a line between the gutter and a point <br /> Approach _ _ _ F L _a Depressed Sidewalk on the roadway 5 feet from the gutter line shall <br /> Slab ' ~ - W X /2 Rounded 6% Max. not exceed 15%. Reduce driveway romp slope, not <br /> 0.18' 0.3 3' - _ X = - - • <br /> -Bridge-- -- <br /> M Sidewalk 1�,- : . gutter slope,where required. <br /> Type E Curb <br /> • . Curb Face ' <br /> 109', Max. <br /> - - Gutter 1/2 R Case C <br /> - - - Gutter Grade <br /> 7' Min. •-� 7' Min. -- - E.P 1 Grade <br /> Bottom of Curb Depress entire sidewalk AS BUILT <br /> ELEVATION SECTIONS <br /> FLOW LINE TRANSITION - TYPE E AT STRUCTURE CORRECTIONS BY- <br /> DRIVEWAYS <br /> Y- <br /> Ivo CHANGES <br /> DRIVE WAYS <br /> ( � DATE�- 65 <br /> Direction of Trof fic o Direction of Traffic <br /> O _L _ i-l- - 0.46' e n - -- _ •. <br /> • -- - - - C0P10 - 101554 <br /> 0.83' - - - - - - _ - 0.1 - `� <br /> o ti - Type A-2 Type A-2 Curb 0.38 Type E Curb * o <br /> Barrier ,�, 0.17' <br /> Curb i o o Curb 0.2� 0.33' o <br /> °,. 0.50 0.25' STATE OF CALIFORNIA <br /> K Type G ; • - - - - - �Ifo HIGHWAY TRANSPORTATION � <br /> I ON AGENCY <br /> tB' `� 8' �+ 8� DEPARTMENT OF PUBLIC WORKS <br /> DIVISION OF HIGHWAYS <br /> CURB TRANSITION - TYPE A-2 TO TYPE G CURB TRANSITION - TYPE A-2 TO TYPE E STANDARD CURBS,AND DRIVEWAYS <br /> 'See Note) <br />