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J <br />B 3„ <br />MBGR 4] <br />I I 7 >, <br />W6 x 20 <br />�-- Metal Post. 2'-1" <br />See Detail A 000 tt <br />/ ! V------- 82„ <br />+ 9 ZY2 ��2„ <br />I <br />-�--� ----- W W <br />-------- / 6Y2 <br />/ 2„ 3Y2 — �— <br />B <br />SECTION B-B <br />SECTION A -A Not To Scale <br />Not To Scale <br />Y2" Cope (Typ.) <br />_ 1 <br />(Typ.) <br />SECTION C-C <br />Not To Scale <br />Core 1Y4" dia. hole through <br />concrete curb. <br />1,Y8" dia. H.S. bolts (A325), <br />total 2 per rail post. Place <br />Existing Concrete Curb through 1Y4" dia. core hole. <br />Countersink concrete curb to fit 7Y2" x 4" plate washer n , <br />for through anchor bolt assembly. Mortar grout finishing U <br />on countersink area upon completion of railing erection. <br />_ 3" <br />— (Typ.) f <br />o <br />4 Stiffener <br />LEGEND i �.�: — — — — — — — — each side of web. <br />[ { Mortar Grout 3 7Y2 x 4' x /a _ 13/$" maxdepth <br />steel plate washer. I <br />NOTES: —Lock Washer (Typ.) <br />g p permitted to 2� r---------+� <br />1 . Debris and water from coring operation shall not be L — — — — — — — � --Cut Washers (Typ.) <br />fall into the waterway, flow across shoulders or lanes occupied by <br />public traffic, or flow into gutter or other drainage facilities. (Typ.) <br />-- 3Y2" --- ____ —J <br />2. For details not shown, see Standard Plans A77AA and A778. — — — — — —/$" dia. x 12" H.S. threaded rod, <br />3. The Contractor shall verify all controlling field dimensions prior to total 2 per rail post. Core and <br />orderingor fabricating an material. DETAIL A Bond (Epoxy Cartridge) in 13" deep hole. <br />9 Y Existing Bridge Deck <br />Not To Scale <br />COUNTY OF SAN JOAQUIN I SCALE AS <br />DRAWN BY <br />CIZ5 <br />DATE PROJECT ENGINEER <br />12jlfo�oy <br />NOTED RAIL POST AND CHRISMAN ROAD BRIDGE NO. 29C-220 <br />ANCHORAGE DETAILS BARRIER RAIL REPAIRS ACROSS CALIFORNIA AQUEDUCT <br />DATE CHECKED DATE APPROVAL RECOMMENDED <br />v�L/j (a -a //Oe� AW <br />Sheet No. <br />4 of 5 <br />DATE <br />ezto-q&- <br />