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8'-9" Transition (Typ) Bridge Section (Type 27R) 8'-9" Transition (Typ) MBGR Transition <br /> (Shall be flush with existing wingwall) (Shall be flush with existing wingwall) Railing (Type WB) <br /> F"' A C SP A77,14 (Typ) <br /> B Existing Bridge Deck <br /> 8" <br /> I <br /> .. <br /> Direction of Traffic <br /> „ #4 6,4'0" (2 total) PSN #4 8.4'0.' (2 total) „ <br /> R=1 -0 R-_1 '-0” 2'-0 <br /> #4 (2 total) #4 (2 total) <br /> 2'-0" #5 I I (10 total, dowels <br /> #5 R (8 Total, dowels not shown) not shown) <br /> NOTE: <br /> 1 Drill and Bond <br /> 1 1/2" Connecting Holes in concrete rail sholl ., dowels as per section <br /> (Typ,) be 1 -1/4" 0 golvenized pipe or PVC sleeve 4 2'-0 2 total ; 83-2.02D(I) of the <br /> 2'-0" per SP A77J4. Drilling holes after concrete # C ( ) Standard Specifications- <br /> #4 ( <br /> pecifications- <br /> #4 C (2 total) Placement is prohibited (Typ). 2. Clearance to reinforcing <br /> a ELEVATION steel in barrier to be <br /> D Existing `` <br /> Existing 1", except as noted. <br /> Wingwall 1 -5 <br /> #5 06 Stagger #5 R <br /> Wingwall <br /> �' Splices (3 total) 3. The Contractor sholl <br /> Z 8' verify all controlling <br /> K Drill & Bond #6 x 1'-2" 015 o.c. <br /> field dimensions before_. <br /> rn #4 Cont. (7 total) max. and place in 1 1/4"0 with 2 ordering or fabricating <br /> #5 II Drill & Bond #6 x 1 '-2" 6" min. embedment. 1 " Chomfer 7„ any material. <br /> 030 o.c. max. and place 3" Existing (Typ.) I #5 @15 max. <br /> #5 @6 Stagger in 1 1/4"0 hole with r Surface <br /> Splices (3 total) _= 6" min. embedment <br /> J------ --- <br /> 6 total ,. #5 @6 Stagger R=10" 1'-7" <br /> 4 Cont. <br /> ( ) Drill & Bond #6 x 1 -2 #5 1 -2Splices (3 total) <br /> 015 o.c. max. and place cont. ; 2'-0" 2'-8" <br /> EL-/Nxist. Surface in 1 1/4 0 with ., 1 (Typ.) R=1 10 <br /> N 6 min. embedment. 4 (Typ.) <br /> _. �. <br /> %<�Uo �, #4 Cont. (6 total) <br /> Drill & Bond --- - ��,, <br /> #6 x 1• �.. I --------- <br /> _ i Exist. Wingwall i ��,, 4" <br /> i 3" <br /> a @30 o.c. max. and ; ;�4' (Typ.) <br /> rn Drill & Bond #6 x 1 -2 -------------- <br /> � place in 1 1/4"0 ; 12" ; -------- - <br /> „ _--�, ,� --�6 - @30 o.c. max. and place <br /> zi hole with 6 ,(Typ.), Drill & Bond #6 x 11 " @15 ox I Drill & Bond #6 @15 ox max. <br /> rn min. embedment. `-=- .. to in 1 1/4 "0 hole with „ <br /> o �Exist. max. and place in 1 1/4 0 #6 @ 15 o.c. max. - .. and place in 1 1/4 0 hole <br /> „ 6 min. embedment. <br /> SECTION A—A Wingwall hole with 6 min. embedment. SECTION B—B SECTION C—C with 6 min. embedment. <br /> COUNTY OF SAN J 0 A Q U I N NO SCALE CONCRETE BARRIER DETAILS vas BARRIERLLENRRRAIB REEPLACCEEDGE MENTC-117 <br /> TC-t t 7 Sheet No. <br /> ACROSS NORTH LITRE JOHNS CREEK 3 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE �APPROVAL ,RECOMMENDED DATE <br /> 7108 <br />