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v <br />M <br />X <br />Z <br />0 <br />3" <br />F <br />Salvage existing Tube Railing. <br />W8x31 _ See Note 1 for details. <br />Steel Post — <br />1$# R 3/8" stiffener <br />3 2'-91 each side of web <br />Existing A.C. Overlay <br />♦ 430 1 ---- -- <br />.41..�---I'------------- <br />Contractor shall New Nuts -Exist. Conc. Bridge Deck <br />field verify dimension and washer <br />before fabrication. Galt', -Existing Anchor Bolts (Typ.) <br />METAL POST CONNECTION DETAIL <br />NTS <br />Drill 1-1 /8" dia. holes ® flange of rail post <br />for MBGR fastening, 2 holes per post (Typ.). <br />Paint affected area per Section 59-3 Painting <br />Galvanized Surfaces of Standard Specifications. <br />2-1" Dia. HS bolts with nuts and washer Galy. <br />-Metal Box Spacer 6 x 4 x 1/4 x 1'-0" <br />_ _\\_ Slotted holes in MBGR 3/4" dia. HS bolts <br />with hex nuts (Typ.) <br />METAL BOX SPACER CONNECTION DETAIL <br />NTS <br />NOTE: <br />1. Close exposed ends of metal tube railing with 3/16" metal plate (Typ.). <br />Provide 1/8" weep holes at each tube. Paint affected surface per section <br />59-3 Painting Galvanized Surfaces of Standard Specifications. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER <br />yL"'--C;K� r ,57-, <br />Face of Metal Tube Bridge Rail <br />32' <br />Centerline <br />R/W of R/W <br />25' (_ 25' <br />_1 <br />R/W <br />Limits of Exist. Exist. Limits of <br />ClearingI Clearing <br />E.P. E.P. 9 <br />and Grubbing 1 and Grubbing <br />H.P. I 1 , H.P. <br />-- -­ 2'2 10" ( 2'-10" <br />1 ' —•-H 1 <br />8%I max. <br />JQ< OJldlI�ILlIIL� 17Z1Z/-IL JzzI/ L1TI7J'�azz�g <br />Existing G.L. <br />Conform <br />Metal Box Spacer <br />6 x 4 x 1/4 x 1'-0" <br />I I <br />I I ! I I <br />I I <br />PLAN <br />TYPICAL SECTION (STA. 10+00 TO 10+85) <br />NTS <br />4-1/2" (Typ.) -- <br />-- <br />F <br />2" (Typ.) <br />o o O o <br />3" (Typ.) j 1 I <br />ELEVATION <br />METAL BOX SPACER DETAIL, <br />NTS <br />LEGEND <br />— <br />n <br />u , <br />I I <br />I I <br />Existing <br />Fence <br />Conform <br />Limits of Earthwork <br />(Miscellaneous Area) <br />SUMMARY OF QUANTITIES <br />TRAFFIC CONTROL SYSTEM <br />EARTHWORK (MISCELLANEOUS AREAS) <br />METAL TUBE BRIDGE RAIL (TYPE 115 MODIFIED) <br />METAL BEAM GUARD RAIL <br />(INCLUDING SPACER AND END SECTION) <br />TERMINAL SYSTEM (TYPE ET-2000) <br />IMPACT ATTENUATING SYSTEM (INCLUDING TRANSITION) <br />L.S. <br />L.S. <br />116 L.F. <br />55 L. F. <br />2 EA. <br />2 EA. <br />DETAILS AND SUMMARY LONE TREE ROAD BRIDGE NO. 29C-197 Sheet No. <br />OF QUANTITIES BARRIER RAIL REPLACEMENT ACROSS LONE TREE CREEK 3 of 3 <br />DATE CHECKED DATE P PROVAL RECOMLMENDED DATE <br />IV <br />