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LTD SAN JOAOUIN COUNtt <br />9q3 gESERVE OR. x100 1810 EAST HAZELTON AVE. <br />o <br />'m <br />� <br />L 11 � <br />48+51.9 <br />ROSEVILLE, CA 956]0 6TOCKTON, CA 95205 <br />� <br />REFER TO PD PLANS FOR ULTMATE <br />- C <br />TO <br />� A <br />STRIPING DETAILS AND QUANTITIES <br />� I <br />25 <br />'\ <br />� <br />c <br />^ <br />47+32.5 "' <br />I <br />w <br />� _-- � <br />L <br />- <br />r <br />_ _ _ _ _ <br />. _ _ <br />w <br />48+51.9 TO 11 i0' - _ <br />_ <br />� <br />u <br />+ <br />_ _ _]48+5}.9 <br />0+48.0 50+50.6 <br />m <br />F <br />_ _ _ <br />�__�...- __� _ _ -. __.__-. <br />_ _ _ _ _ _ <br />IBBEE(�c <br />"' <br />_ _ _ <br />i <br />�A CLOSE WESTBOUND SHOULDER DURING PAVEMENT <br />_ - - <br />- <br />REMOVAL. <br />_ <br />- <br />I �� � <br />� �� -��- "X" LINE �_. <br />R1PE In �L� ARROw <br />_ <br />o <br />r <br />� A <br />8 <br />� _ ___ -_ _._____ ____ <br />4J+232 TO Gy <br />j � <br />r <br />B❑ CLOSE EASTBOUND LANE DURING PAVEMENT REMOVAL <br />REMOVE 300 mm DIAGONAL STRIPES <br />25 q <br />a <br />� <br />____ <br />���8'�___ <br />� <br />---- -- - )- ---- <br />_ _.. __ _.......__...____., <br />© SHIFT BIRD ROAD TRAFFIC FROM THE TEMPORARY <br />__-,_ <br />- <br />ALIGNMENT TO NEWLY CONSTRUCTED BIRD ROAD AND <br />_". <br />-_. <br />__ �. _. - <br />__ <br />- - _ _ _._ _ <br />RAMPS <br />-"---"- <br />----_--- ______ <br />• <br />D� CLOSE EASTBOUND LANE DURING SHOULDER <br />B <br />-'-- <br />m �� __ <br />CONSTRUCTION <br />REFER TO PD PLANS FOR ULTMATE <br />-- <br />STRIPING DETAILS AND QUANTITIES <br />2]B, � <br />� 38 SPACED AT 8 m (TYP) <br />� <br />��C � <br />�E CLOSE EASTBOUND RIGHT SHOULDER DURING <br />PAVEMENT REMOVAL <br />4]+32.0 TO 48+89.2 TO <br />�'. <br />50+44.1 50+45.0 <br />� I <br />❑F CLOSE WESTBOUND RIGHT SHOULDER DURING <br />MA H LINE SEE <br />SHEET SC -29 <br />PAVEMENT REMOVAL <br />u <br />`LLQ <br />$ <br />STOP' <br />�LIY_PE III;L� ARROW <br />_ <br />itSy <br />STOP <br />�YP�-V ARROW <br />�, STYPE IIT;R3 ARROW <br />a <br />C� <br />��� <br />AHEAD STOP <br />J <br />� <br />�___ LIS ROADs_________ ____________________ <br />-� <br />o_____-____________________________________ <br />--_---- - <br />o <br />L 25 i 11 i <br />� <br />L 38-J <br />R <br />< <br />J � 2]B <br />____ <br />SPACED AT <br />+ <br />8 m REFER TO PD PLANS FOR ULTMATE <br />____ <br />---�50+75.9 <br />r <br />____ <br />F <br />. <br />STRIPING DETAILS AND QUANTITES <br />TO X50+]2.] <br />25 <br />TO <br />� <br />N <br />_____ <br />51+80.1 <br />L2JB� 60+95.3 � <br />____ � 61+Bt.J <br />- <br />�YpE III L ARROW <br />z <br />� <br />- <br />____��___ <br />$ <br />� _ _ <br />_ _ _ <br />_. ___ <br />} _ _ _ _ n _ _.._ _. __.�__ <br />____ ___ _ -_ __._._ <br />{ _ <br />_. __. �. _ _ _ <br />__-__ ___-__ _-____-___ <br />_________-______ __ m <br />� n <br />+ <br />_ _ _ <br />� ___. <br />I <br />'� <br />w <br />~ <br />� <br />� <br />r <br />� <br />-- <br />����0�T6-� 38 <br />�__.- <br />__�.. <br />�. ! <br />_.. <br />-50485.9 <br />__ -_____ -� !ZS_i TSL_____ <br />J �_�53+90. <br />m <br />� 25 <br />w 5 � SO+B8.9 To <br />'-i B- -` TO .. _ ____ <br />_".-__ ��LINE <br />� <br />� <br />T9+7S0 <br />TO �y <br />25 <br />60+81.5 <br />12-�5]+30.1 �YPE_I�R] ARROta <br />53 i� <br />� <br />� ___ <br />--__ <br />� <br />- <br />__._..__. _._.____50+.45.0-- <br />.. _. _.. _. ..... <br />___-_.._ IIL�ABBOM' <br />� <br />.... __...___ �TYP.E __t _____-____________________ <br />� <br />F <br />E�2]Bi <br />-.-_ _ ________ ... _-"._.__ <br />_________ _______ _-____-_ <br />_.,,0. -LINE- -_ - <br />L38 it Lp78r <br />.�C\. <br />� <br />� <br />/� <br />o L 38 � <br />2JB � REFER TO PD PLANS FOR UIPMATE <br />53 <br />� <br />1 <br />11PE'lll;L] ARROW <br />� lr � 50+J].0 TO <br />� ( <br />STRIPING DETAILS AND pUANTTIES <br />--- <br />50 86.9 <br />� <br />TO 51+22.4 TO <br />ME_V gRROW <br />+ <br />))�)�) � + 51+22.1 <br />52+98.5 <br />B <br />� <br />52+98.5 TO <br />ME III ;R3_ARROV� <br />)����' � C <br />5]+2].0 <br />c <br />_ <br />) ) � 3.0 3.6 <br />3.6 3.6 WORK <br />ALL DIMENSIONS ARE IN METERS <br />� <br />� <br />W8 WR ZONE <br />UNLESS OTHERWISE SHOWN <br />MATCH <br />LINE SEE SHEET SC -29 <br />AS BUILT <br />STAGE CONSTRUCTION AND <br />___________________ <br />_ <br />__ <br />CHANNEuzER <br />CONTRACT ND. 10-2A7804 <br />TRAFFIC HANDLING PLAN <br />(SURFACE MOUNTED) pN005URFAC <br />� <br />NG <br />C.C.A. DATE OH/ T$/ 20]4 <br />(STAGE 31 <br />F <br />SECTION B -B <br />p.E. NAME Juan R. Zuhiga <br />N <br />NO SCALE <br />SCALE: 1:500 <br />SC -ZS <br />� <br />THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING <br />ONLY. <br />E <br />0 <br />I <br />^I <br />_ BEO 3 CU 06257 EA 2AJ801 <br />