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J <br />Exist. 8'--0" f Transition at northwest and II Impact <br />Wingwall 6'-0" Transition (Typ.) ►-� Bridge Section (Type 27R) n _ northeast corner of Bridge No. 29C-149 Attenuating System n <br />i (Typ') /(�— (Shall be flush with existing wingwall) <br />s C WESS/qy <br />i <br />I LL <br />------------------No. 56093 <br />„Exp. 12-31-04 <br />A ` C► Vk� <br />�� D I � C I ''�'—" Direction of Traffic �� <br />' See- S.P. A77J for Terminal/End I PLAN I ` 1 <br />Section (guard rail connection <br />to bridge railing) #4 (6'4" (2 total) Existing Bridge Deck —011 #4 ( 4" (2 total) R=1''TO" <br />r <br />R=1'—Q" / <br />4 t tal #'4 1 (2 total) <br />2 0 ) <br />1` <br />f <br />(-� - 2'—O'� 1111fi <br />= _ #5 (8 Total, dowels not shown)#5 (10 total, dowels <br />� k not shown) <br />�.� NOTE; <br />1. Dr II and Bond <br />2'-0" dowels as per sectionI <br />u <br />I 1 T1, 2„-0" -#4 C (2 total) I 8—2.02D(1) of the <br />( yp) #4" C (2 total ELEVATION II <br />J Standard Specifications. <br />#5 ®6 Stagger _ #5 '�-2, Thee Contractor shall <br />Splices (3 total) " ve ify all controlling <br />14 <br />y 8 �'�Existing <br />1 field dimensions before , <br />Wingwall Drill & 8ond #6 x 1 —2®15 o.c. '� Wingwall o"ro Grin or fabricating <br />#4 Cont. (7 total) max. and place in 1 1/4 0 with —� -..-2 g g <br />5 .1 6" min. embedment. an material. <br /># Drill & Bond, #6. x 1 —2 1 Chamfer _� <br />7 #51 015 I max. <br />3 , S 030 o.c. max. ands place 3" Existing (Typ•) n <br />31 #'5 ®6 Stagger�� . in 1/4" hole with Surface <br />Splices, (3` total) ''`6" min. embedment <br />l 1 <br />#5 ®6 Stagger R=10" 1'' <br />—7" <br />#,4' Cont: (6 total) a ' Drill & Bond #6 x 1'-2" 5 I `� 1' 2" p ( I <br /># Slices 3 total) <br />2 —0 2 —8 <br />®15` o.c. max. and place cont. I „ <br />$ Exist: Surface in 1 1 /4 " 0 with I 1 (Typ') R=1 " 10" N i + <br />6" min. embedment. 3" (Typ,)---) �-- s <br />Drill & Bond. YI'' �� I I #4 Cont. (6 total), <br />#6 x 1 —2 (_ �3„ T Exist. Wingwall--I I \11cp <br />3— 3@30 o.c. max. and (yp )place in 1 1/4"0 _ 112" I i Drill & Bond #6 x 1 lace L- — — — — — — — — — — <br />„ 6" -�-- ®30 o.c. max. and place <br />hole with 6 �(Typ.)I� Drill & Bond #6 x 11" 015 o.c. in 1 1 4 "0 hole with Drill &Bond #6 �15 o.c. max. <br />min. embedment. L-- — max. and lace in 1 1 4 "� 6 015 o.c. max. I+ / and place in 1 1 4 "0 hole <br />Exist. p / 6 min. embedment. <br />Win wall hole with 6" min. embedment. , �'; with 6 min. embedment. <br />SECTIONS- A—'AIr g SECTION C—C <br />SECTION B—B <br />CONCRETE Sheet No. <br />COUNTY OF SAN JOAQUIN NO SCALE BARRIER DETAILS ESCALON—BELLOTA ROAD BRIDGE NOS. 29C-148 & 2§C-149 7 of 9 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />o13 CRc� _. 3/2-4/0 0a <br />