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iTATE FEGENwL PNOJF4T M1u <br />FISCA._ <br />DIVYEa1ICALIF <br />7'/2'915' 9'7'/z INSTALLATION AND QUANTITY SUMMARY To accompany plans doled <br />Co. STATIONS OR POST MILES PAVEMENT MARKER QUANTITIES <br />DISTRICT COI1NTYROUTEPOST MILES-TOTAL PRDd E;, <br />Rt DETAIL <br />NON -REFLECTIVE REFLECTIVE <br />33,to Z .610.9 12.3 ' 3 13 <br />LFrom To NO. TYPE A TYPE AY CLASS TYPE B TYPE C TYPE D TYPE G TYPE H APPROVAL RECOMMENDED <br />White Yellow Clear Red 8i Clear Yellow Clear Yellow48' <br />VA It,/ <br />See Note I SJ-20S TRAFFIC ENGINEEE—R---R_EG SSTERED CIVIL ENGINEER <br />N0.9373 <br />DETAIL CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS <br />NB 10, <br />E <br />A 11 . 5 A 2 , 8 ,10,11 --- <br />10121 <br />18 242 <br />15 330 DATE APPROVED 102971 <br />7'/z'3' 3' 3' S' 9'7'iz' <br />S B 10. 8 A 12 . 3 A 2 8 10 0 5 <br />3 3 5 72SJ-205 TOTAL 2g(0 <br />SJ -33 <br />Gee ® 5.2 6. 0 1107 188 20 <br />6. (0 9. h 1,10.7,10 453 1 13 48 <br />48'SJ 33 TOTAL 64-1 13 08 <br />See Note I <br />Notes : <br />DETAIL IA CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS. <br />SPECIAL CONDI710N5) I. Place reflective markers at 481 intervals on tangents <br />and on curves of 10001 radius or greater , and at 24' <br />7'/2' 9 15 ' 9'71'/ intervals on curves with less than 1000' radius , un— <br />less otherwise shown. <br />D O 2. When Type A markers are placed on highways with <br />existing traffic stripe , longitudinal spacings shall be <br />48' adjusted so that the nonreflective markers fall on the <br />See Note I 111 stripe . <br />DETAIL 2 LANE LINE ON FREEWAYS 3. An undercut bevel of approximately 45 ° will be <br />7'/2' 1 3' 1 3' 1 3' 1 15'1 9' 1 7'/2' allowed on ceramic markers in lieu of detail shown . <br />S 4. Tolerance on all marker dimensions = 0.1 ” except asTOTAL <br />U OOO O O OO O 91 noted. <br />48'24'24' Legend :See Note I <br />REFLECTIVE SURFACE 25',• -32 <br />1YPE AY ® 6 PLAIN YIiLLOW TYPE U ® 2 WAY YELLOW <br />DETAIL 3 LANE LINE ON MULTILANE UNDIVIDED HIGHWAYS. E.P. <br />TYPL A O PLAIN WHIT TYPE G I WAY CLEAR <br />7'/2 3' 3' 3' 15' 9' 7 1/ <br />2' <br />2 Median TYPE H 2 WAY CLEAR TYPE H ® I WAY YELLOW <br />25'Co TYPE C ® RI D( LIAR O WHITE STRIPE <br />REFLECTIVE SURFACE3 <br />os3o".o a.o" __ <br />o.vzs"mo• <br />YELLOW ti'IRIP11OOOOOOOO <br />i <br />X 0 0 ,6 ® ® ® ® ® ® ® ® ® DETAIL 9 MEDIAN EDGE UNE WITHOUT PAINTED STRIPE <br />ao' CTI• <br />a 5o <br />012 1os aiim•. <br />24' I 24' I <br />TYPE ATL_24' I 24' <br />Non- Reflective White Marker 2 Way <br />ClearYReflPE <br />e tive Marker <br />2.. <br />I T I <br />DETAIL 4 ONE-WAY NO PASSING ZONE. Through Traffic Side TYPE Ar TYPE <br />Non-Reflective Yellow Marker 2Way Yellow Reflective Marker <br />24' 24' <br />3u <br />CLEISURFACE 5°roDETAIL108"WHITE CHANNELIZATION STRIPE. REFLECTIVE 32• I REFLECTIVE SURFACE 32, <br />24' <br />DETAIL S TWO-WAY NO PASSING ZONE. 2" REaT253m•' O12mo <br />REFLECTIVE <br />I 4— <br />E. P <br />24 <br />7 '/2' ..I 9'1.15'L 9'71/ <br />2 4.0`ao"_- <br />mz5'mo,.I 11 T I— <br />3° <br />IT TYPE C TYPE G <br />X 1110 <br />24' <br />2n <br />24' <br />Red-Clear Reflective Marker One Way Cleor Reflective Marker <br />TYPE H <br />24' 24'DETAIL 11 8" WHITE EXIT RAMP GORE STRIPE. one Way Yellow Reflective Marker <br />DETAIL 6 ONE-WAY NO PASSING ZONE WITH PAINTED STRIPE. 1a' 30' <br />50' Min. 30' 6' C C 61 12' C C 120' Lv 24' C-C <br />oul <br />24' 24' I4a 4-- Direction of Traffic <br />31 <br />DETAIL 12 TWO-WAY LEFT TURN LANE WITH PAINTED STRIPE. DETAIL 14 ROAD INTERSECTIONS FOR TWO LANE ROADS WITH PAINTED STRIPE. <br />DETAIL I TWO-WAY NO PASSING ZONE WITH PAINTED STRIPE 16' 30' 6 50' Min. 30' Ca 6' C-C 60'12' C-C 120' 0 24' C-C <br />24' 24' <br />E_P 2 <br />2" <br />3' <br />Repeat Pattern -- <br />I DETAIL 14A ROAD INTERSECTIONS FOR TWO LANE ROADS <br />DETAIL 13 TWO-WAY LEFT TURN LANE PAVEMENT MARKERS <br />DETAIL $ MEDIAN EDGE LINE WITH DOUBLE YELLOW STRIPE <br />LiulCt o —/S"gg?o ¢ GE -loo TYPICAL DETAILS Z <br />PPOJE CT ENGINEER DATE <br />10203 - 189201