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'ON 133HS 83MV80 3WVN 3113 <br /> R & S 100 L.F. of existingMBGR Place 37.5 L.F. MBGR Place Terminal System (Type ET) <br /> \ 6 Spaces ® 6'-3" SP A77M <br /> \ \ 6" x 8" Posts & Blocks <br /> I Terminal Section (Type B) <br /> / Place 75 L.F. Single Thrie Beam Barrier + ���\ <br /> (SP A78A, A78B, A78C) `I + <br /> I 1 6'-3' L:7t6'-3" 1R=10' wTrans rans <br /> U U U U U U U U U—U—U U U U <br /> N <br /> JI MBGR- 4 Spaces ® 3'-1 1/2" (8.5' Radius) <br /> 10" x 10" Posts & 8" x 8" Blocks <br /> Terminal Section (Type B) <br /> 1 (Typ. 3 Locations) <br /> 759 7601 BRIDGE 29C - 161 76111 762 <br /> ( Duck Creek) 1 <br /> Place 37.5 L.F. <br /> +J 1 Refer to Detail D, Sheet No. 7 <br /> 6'-3" <br /> - -� <br /> Trans Trans <br /> ` + <br /> Place 75 L.F. Single Thrie Beam Barrier � <br /> Place Terminal System (Type ET) Place 37.5 L.F. MBGR N (SP A78A, A78B, A78C) " <br /> SP A77M 6 Spaces ® 6'-3" \ J <br /> 6" x 8" Posts & Blocks <br /> Terminal Section (Type B) \ R & \ 106 L.F. of existing MBGR <br /> LEGEND <br /> U Existing Utility Conduit <br /> attached to bridge. <br /> Notes: 1 . Buried Utilities exist on sides of road in vicinity of Bridge. <br /> 2. Hand digging for posts may be required in this area. <br /> 3. No encroachment to existing free board (flush or above <br /> the soffit of deck). Conduit shall not be connected to post. <br /> 4. Contractor shall coordinate the MBGR work with Utility <br /> Owner(s). Utility Owner(s) are responsible for detaching <br /> and attaching conduit. <br /> C4 rn <br /> rn o <br /> Place Terminal Place 25 L.F. MBGR Place 125 L.F. Single Thrie Beam Barrier Place 25 L.F. MBGR Place Terminal System (Type ET) <br /> System (Type SRT) SP A77J _ (SP A78A, A78B, A78C) SP A77J SP A77M <br /> SP A77L <br /> / 6'-3 6'-3" <br /> o Trans Trans R & S 202 L.F. of existing MBG <br /> \` ---- -- <br /> - ----- <br /> U U U U U—U—U— U—U U U—U—U— U— U—U U U U U U U U U U U __ -- <br /> \ - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - -882 883 884 <br /> BRIDGE 29C - 160 <br /> ( N . Little John ' s Creek) <br /> ---- — — — _ — - - - - — — - - — -- <br /> u u u u u u u—u—u— — u—u u u uu u—u—u— —u—u ------ ----- z <br /> y{I <br /> �R & S 251 L.F. of existing MBGR 6'-3" 6'-3" <br /> Trans Trans V) <br /> �pFESS/ay cn <br /> Place Terminal (Tem System e ET w <br /> y (Type ) Place 25 L.F. MBGR Place 125 L.F. Single Thrie Beam Barrier Place 25 L.F. MBGR Place Terminal System (Type ET) `�� � 0• Mq�F � <br /> SP A77M SP A77J + (SP A78A, A78B, A78C) SP A77J SP A77M <br /> co 4� 2 y m <br /> Q <br /> No. 38465 0 <br /> R Exp. 3-31-05 # <br /> w <br /> 9�F <br /> cin-I- �2�P Z <br /> Fo <br /> Y <br /> U <br /> Peter D. Martin a <br /> Registered Civil Engineer Z <br /> 0 <br /> c> <br /> w <br /> O <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL a <br /> COUNTY OF SAN JOAQUIN NO SCALE BRIDGE RAILING DETAILS JACK TONE ROAD RESURFACING NO. SHEETS <br /> 2/10/05 (1�1 (State Highway Route 26 to Mariposa Road) 6 8 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br />