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lb acewr0cny plans 4et6a ✓t�r� /-- -S' .� <br /> W2 IR C2R WRIC COUINTY ROUTE Post Miles - Total Praj t 1VT MAL <br /> io s✓ god <br /> 34 4/ <br /> _ <br /> CD1 1 0 0l 10 <br /> 1 I I <br /> 4"x6%5-0" N 1 00000 <br /> ROAD APPROVAL RECOMMENDED <br /> 2"x8"x 0" 191 l 1 CLOSED 14 <br /> _ OD 11 <br /> O I I I I I I Ibl <br /> I � Engineer of Design <br /> Registered Civil Engineer No.9837 <br /> 11 ° N `� 2"x 6" Filler Block Assistant Trafficaileer <br /> 2 x 6 x 3'-6" 1 <br /> Registered Civil Engineer No.5930 <br /> GV I III III I I11 III I Approved 619 <br /> II III 1 Jill I 111 I <br /> 0 <br /> 2"xIO X4� ' <br /> .rection ' <br /> Of �"rafffc <br /> O to Highway Engineer <br /> egistered Civil Engineer No.5945 <br /> 9.0" �� 1 _ 91_011 _l 45 <br /> 0 <br /> 41-611 . 20 _ ��, 20 + - 0; 14'_8 ice; _ 10'-6" i0. 7�5" �, 5= S� 5 *— <br /> s,, - <br /> END VIEW FRONT VIEW \ \ Xk --�- , <br /> CLASS I <br /> PUBLIC ROAD INTERSECTION <br /> TIMBER BARRICADES Variable o; Troffic NOTE : <br /> NOTE: Signs to be furnished by State . �irectl,on <br /> l0' SECTIONS Minimum spacing 5'. <br /> All timber to be S4S R = 120' � R = 120' � , <br /> Use %2 Carriage bolts with cut washers and nuts. <br /> Spacing to be bar length between 5 and 20 spacing <br /> R = 32' <br /> Maximum spacing 20' <br /> 37, R= 32' When length is 15'or more ' <br /> 9 e a 5 bar shall be Iosed at eoch end <br /> R=120' ' I R= 120' <br /> 2"x 10"x e'o" 12'-___ TRANSITION 2 TO 4 LANE <br /> 4..x 4"x 3' Oas <br /> -6" _ '0 <br /> I I <br /> 100' Edge of Pavement_ _ Standard Double Stripe b others <br /> _ ent <br /> + Edge of Pavement I�--50'--� <br /> 2'z4" Filler Block _ <br /> ' N 33• Variable <br /> 2"x 6"x 3'-0" R) �� <br /> N ' R = 25' I - ° 10'to 20' <br /> R- 0.33' ° <br /> 2"x 6"x 3�0" ° � <br /> of, :aQ,. Z > e.. <br /> Variable <br /> 3'-0" 7!-0' PRIVATE ROAD INTERSECTION <br /> END VIEW FRONT VIEW <br /> DIAGONAL RAISED BARS <br /> CLASS II <br /> TIMBER BARRICADE 6, <br /> 8' SECTION --4' 1 I' <br /> lea 1, <br /> Rod=1.000 deo :. .. .... _ v <br /> Via.....:..... — O a, s, 0 <br /> T- TRAFFIC <br /> Shoulder A FIC GARS <br /> : .. ; .. <br /> 0.33' Groove = a O c <br /> :. . :. <br /> ___—� , Optional O N _ � Fes— m Rqd.=.0.750" d <br /> .. ... <br /> ;y 0.17 ON :.... e . Rod.- <br /> BEADED Rad= <br /> 4r <br /> :. <br /> - -- BEADED Rad.=0.875 0eoa �000 <br /> ..... 0.875 0.875 <br /> Surfacing0.12'min. Ot — — _ <br /> 3'_____�,� ' o 0.67' � 0.67' <br /> ode 5.050 6.000 In �- 0.08 Rod. 0.04' 0.08 RadJ<,�OB'Rad- <br /> 0.17 ' <br /> 45° O.t2 , <br /> _ 0e <br /> 1.125 tom-- 1.125" C5 0.2 5' �_ 0.03 <br /> DIKE �----- Dia. - 4.000 ee <br /> O 3.125 °ded <br /> 4.000 <br /> N end Bead CROSS SECTION SIDE VIEW CROSS SECTION SIDE VIEW <br /> Tolerances- <br /> 0.625" L-0.500" 0.350'L--J TYPE A TYPE B <br /> 0.25' O.Q.--i-740-25 I <br /> all dimensions ± .050" Non- 1 Plain <br /> I Class A - For One-Way'Traffic Class B - For 2-Way Traffic <br /> Beaded Formulation <br /> Variable Cut Slope TYPE I . <br /> I I� o TYPE I - FULLY BEADED <br /> 0.55 - Fil I and compact with excavated coo Beade 0.670" <br /> RAISED TRAFFIC BARS <br /> i Ij material to top of dike �- <br /> -— — -- t O Formulation R d =1.000'' aea v <br /> 0.12'min. --� O with Beads AS BUILT <br /> : :.....:.....:... eo .o �, <br /> v, tea... 0 v m eod� .:... Ce... m <br /> on-8 surfo........ _ I <br /> Shoulder Ede O Cross Section oa �� o .N sy o O <br /> Edge 3 �--- Dia. =4.000 :0� o o �o�n,G1o5 O <br /> ...oC Q O Z O v <br /> m P m z CORRECT@C �1S 6Y <br /> O - .�. ................. 0 <br /> N Tolerances �� ...:....•....... ......... .. <br /> Rad.= Rod. ...Rad. NO CHANGES C; all dimensions ± .050" 0.750" <br /> m h1A <br /> l <br /> Tolerances- „ <br /> Rad.=0.875. eoi �oaOO 0.875 ........ ......:...... 0.875 S--ZO-66 <br /> 5 DIKE TYPE A <br /> all dimensions 1 .050 TYPE III ....:............:...... � Q`p <br /> I DATE <br /> TYPE ML SHAPED L <br /> 5.050" 6.000" COPY <br /> Type I - Fully Beaded Plain l.125" Plain Q•�• <br /> \ Formulation 1.750 1.125 O <br /> Type II - Partially Bended — " <br /> Formulation <br /> 0.25TIII- NBeaded <br /> ' e <br /> ea <br /> Non Type 0.42' Variable Cut Slope 15", <br /> Min. NOTE : FOR WEDGE SHAPED MARKERS- 0,625Formulation 10a 1 7 , <br /> with Beads <br /> Fill and compact with excavated Rectangles shown on top surface by dotted lines Cross Section <br /> �� �� �� �� Non- 0.350IlkFormullation STATE OF CALIFORNIA <br /> 0.5 �i material to top of dike are small mounds created by wide V grooves Beaded with Beads <br /> HIGHWAY TRANSPORTATION AGENCY ^` <br /> _ 0.030 deep, as appearing in profile on side and Cross Section DEPARTMENT OF PUBLIC WORKS <br /> Compact A .C. against excavated face B - <br /> end views. DIVISION OF HIGHWAYS <br /> � 0.12' Min. � 0.42 1/2: 1 or steeper _ �� Beaded 0.500 <br /> Min. Tolerances all dimensions t .050 <br /> Shoulder Edge CLASS B - For 2-Way Traffic <br /> (Except "V"grooves) CLASS A- For One-Way Traffic <br /> TIMBER BARRICADESRAISED ! <br /> TYPE II - PARTIALLY BEADED t <br /> WEDGE SHAPED IC BARS, DIKES AND <br /> 0.5 TRAFFDIKE - TYPE B <br /> REFLECTIVE PAVEMENT MARKER <br /> - S REFLECTIVE PAVEMENT M <br /> JH I� <br />