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MATCH <br />LINE <br />DiWi CWNTY ROUTE TOTALLETPROJ�ECST SNNo.T SHEETS <br />��* DELTA MENOOTA <br />1 <br />� <br />I <br />j <br />TRAFFIC <br />10 SJ 132 1.5/4.8 779r 205 <br />-- _ I+ 1� �"� CANAL___ <br />I <br />I <br />I <br />I <br />I � <br />I <br />I <br />�A MAINTAIN ONE LANE OF TRAFFIC DURING <br />a";1�""�.N `^'� 7-23-10 QµgEEssl <br />Bf�IC As r. �i <br />-- I <br />I <br />I <br />CONSTRUCTION OF BIRD ROAD/VERNALIS <br />ROAD REGISTERE CI IL ENGINEER DATE R <br />x <br />I I i� <br />I <br />I <br />I ? <br />I <br />INTERSECTION. FLAGGER CONTROL REQUIRED <br />, , � `"m�£ <br />I <br />z <br />I I I <br />/ <br />I <br />I: <br />I <br />January 20, 2010 � canes m <br />�B CLOSE SHOULDER AND SHIFT BIRD ROAD <br />TRAFFIC Na <br />I I # <br />I <br />I � <br />WE$T <br />PLANS APPROVAL DATE � Evp 12 31 1 <br />— 1� I 1 I <br />I I <br />1 <br />I <br />nvE srarE cr cu/naavu ar /n rxFttY;45 3? CIVIL <br />I <br />I LJ <br />[R ALLMlS A/ALL Atli � /6�.i9JY5/BLE R!P '��. <br />� i <br />I <br />Q <br />0.6 3.3 3.3 <br />WORK INE ALYG9ACY OY LtlfYE>FAESf � FYECIAgV/C LK CN.\ <br />� __� =� <br />� <br />I <br />I <br />I <br />i <br />Shld SB NB p,g <br />Lq^/Es � 1N/S PL.IN .LVET. <br />ZONE <br />I ___� � <br />I � <br />I <br />Shld <br />OMNI -MEANS. LTD. SAN JOAOUIN COUNTY <br />_��� <br />I <br />j p <br />I <br />3.6 <br />TEMPORARY 9q3 RESERVE DR. #100 1610 EAST HAZELTON AVE. <br />o <br />m <br />I <br />I <br />I� <br />I <br />xls xl9 <br />TRAFFIC SCREEN RO6EVILLE, CA 96678 6TOCKTON, CA 95205 <br />_ <br />A <br />°° <br />sB--- ___"N <br />o <br />w <br />II0 <br />I <br />j <br />I <br />I <br />__ -B ___ <br />w <br />TEMPORARY RAILING <br />¢ <br />¢ <br />� <br />I <br />I <br />I <br />I <br />I <br />I <br />OG� (TYPE K) PIN <br />�' <br />I� 0.3 MIN <br />I + <br />} i <br />SECTION A—A <br />TAPER <br />1:i <br />011 <br />NO SCALE <br />� MATCH LINE SC -10 <br />I <br />1 1 / <br />x <br />a <br />� <br />i <br />+76.2 <br />II I � � <br />CCO No. 010 x� <br />+� <br />. <br />END TEMPORARY <br />I I <br />+6 <br />.I <br />I <br />RAILING (TYPE K) <br />I I <br />� l- <br />\�/ <br />j I <br />+6 <br />.7 <br />I <br />j � I <br />I <br />I W I <br />� <br />g: <br />� <br />I <br />I I <br />I I <br />I <br />I�� I �� <br />" <br />� I I <br />I <br />+51.9 <br />I I j <br />� <br />I I <br />1 <br />I <br />L] , I <br />orm <br />t <br />m <br />A <br />--' <br />1a' W �_ <br />�o <br />I I f <br />X278/ <br />I <br />__ Im' 1 i " <br />� <br />�� <br />x <br />I I <br />9+59.4 <br />TO <br />i I � �� <br />I ( � <br />50 <br />�,� <br />w <br />F I I <br />10+s1.7 <br />I <br />I <br />� + <br />D LINE <br />vv <br />v <br />I I <br />27 <br />I <br />�� I <br />a <br />I I <br />/�--� <br />��_� <br />I <br />I I .f/ <br />I <br />vii <br />� <br />I <br />I <br />� <br />9+53.7 <br />TO <br />I I <br />o <br />• <br />a <br />10+69.4 <br />I <br />I I <br />a <br />� <br />w <br />2 <br />I <br />I 1 <br />¢ <br />J <br />rc <br />IM <br />f� <br />I I <br />� <br />o <br />II <br />IM <br />- I I <br />n <br />1 1 <br />I (I <br />= <br />z <br />LL <br />� <br />° <br />" <br />II <br />I <br />A <br />� <br />� <br />1 <br />� <br />o <br />� <br />L_ <br />I <br />J <br />I I <br />I I <br />,� <br />N <br />II <br />I <br />I I <br />II <br />I <br />I I R W <br />� <br />3 <br />I <br />+78.6 <br />I I <br />� <br />\ <br />� <br />I <br />1 <br />I I <br />m <br />� <br />o <br />i <br />i i <br />AS BUILT <br />% <br />� <br />I I <br />; <br />� <br />i i <br />CONTRACT No. 10-2A7804 <br />g <br />� <br />+59.4 <br />TAPER 1:10 <br />t <br />1 / � I <br />C.C.A. DATE 08/ 15/ 2014 <br />E <br />i5 <br />+53.7 <br />I <br />I <br />I <br />I <br />I I <br />I <br />R.E. NAME Juan R. ZU/f/ge <br />� <br />I <br />SPACED AT 8 m <br />I I <br />� <br />I <br />````�� <br />W <br />I <br />- <br />I <br />ZI <br />I J I � <br />o <br />\�� <br />w <br />� <br />I <br />I <br />+30.0 <br />I e I <br />o <br />� <br />� \ �� <br />I <br />� <br />� I <br />BEGIN TEMPORARY <br />I L''1 I <br />� <br />\ �� <br />�� <br />RAILING (TYPE K) <br />I I <br />REVISED SHEET <br />I <br />6 <br />.. <br />`. \ �� <br />� <br />ALL DIMENSIONS ARE IN METERS <br />� <br />/' <br />� <br />= <br />e <br />+ ��` \ �� <br />'�,, � <br />\ <br />I <br />I <br />I <br />12 <br />7G, 24GA> <br />I I <br />I <br />UNLESS OTHERWISE SHOWN <br />STAGE CONSTRUCTION AND <br />.. <br />U <br />,, <br />+\� \�� "�—� <br />� <br />/// , <br />I I <br />TRAFFIC HANDLING PLAN <br />o 0 <br />6 <br />�''�� <br />-"��G�(GA) <br />��, <br />" <br />� <br />+�\ \ �.� <br />o I <br />� <br />!I <br />I <br />I! IIS <br />Q..2�Sb(Rt) <br />W <br />' I <br />(STAGE I, PHASE IU <br />�a <br />� <br />\ �� \` � <br />� <br />I <br />�� <br />rll—I <br />MATCH LINE <br />SCALE: 1:500 <br />_ <br />i <br />,moi, <br />_ _ <br />+\ ` <br />/� <br />{ <br />a� <br />� �L�I <br />-C24(CA) <br />/� <br />SV -14r <br />= <br />I' <br />MATCH LINE SC 10 <br />I <br />II <br />II IIs'—� <br />�� <br />THIS <br />PLAN <br />ACCURATE <br />FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING ONLY. <br />3 <br />a <br />BORDER LAST <br />REVISED 3/1/2007 <br />RELATIVE <br />BDRDER SCALE G 2D <br />90 60 eD <br />DRAWN BY: CSN <br />CU 06257 <br />EA 2A7801 <br />6 <br />IN <br />MILLIMETERS I i I i <br />I i I i I <br />pWG FILE 21 eeC0a.OWg <br />