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'ON 133HS 63MVba 3WVN 3713 <br /> / Place 137.5 L.F. I \ \ <br /> R &P163 L.F. of existing MBGR Thrie Beam Barrier I <br /> / Place 37.5 L.F. MBGR Place Terminal System (Type ET) <br /> / + (SP A78A, A78B, A78C) + I \ + 6 Spaces ® 6'-3" SP A77M <br /> ` <br /> C^ ' – 6" x 8" Posts & Blocks <br /> (4 Terminal Section (Type B) <br /> Back of Dike (TYP) Trans. jjT6 <br /> ans. oR=10' <br /> — — — — — — — — — — —/— — — — — — — — — — — — — — — — — — — — — — — — — <br /> — — — — U—U U — — \— <br /> + J <br /> Face of Dike (TYP) a' <br /> OD MBGR— 4 Spaces ® 3'-1 1/2" (8.5' Radius) <br /> BRIDGE 10" x 10" Posts & 8" x 8" Blocks <br /> Terminal Section (Type B) <br /> 29C - 163 (Typ. 4 Locations) <br /> I I <br /> 723 724 I -------- �3 ------_- I 726 727 <br /> N o + <br /> co I A cJn <br /> — — — — — — — — <br /> -- -- <br /> - — — — — — — — — — — — — <br /> R=10' A <br /> o R & S 164 L.F. r� 6'-3" 6'-3" i <br /> µ of existing MBGR Trans Trans / <br /> Place Terminal System (Type ET) Place 37.5 L.F. MBGR \ I + + I I <br /> SP A77M 6 Spaces ® 6'-3" \ L4 o <br /> 6" x 8" Posts & Blocks l+ Place 137.5 L.F. µ I I <br /> Terminal Section (Type B) Thrie Beam Barrier <br /> (SP A78A, A78B, A78C) <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 /> / R & S 109 L.F. of existing MBGR <br /> / I Place 87.5 L.F. Single Thrie Beam Barrier Place 25 L.F. MBGR Place Terminal System (Type ET) <br /> (SP A78A, A788, A78C) SP A77J SP A77M <br /> Trans Trans I <br /> r <br /> U—U—U— U U U U U— U—U—U—U—U—U U U � <br /> Place 37.5 L.F. MBGR C' 1 I ± <br /> Refer to Detail D, Sheet No. 7 u' <br /> r. <br /> BRIDGE 29C - 162 <br /> j Channel A (Potter Creek) j <br /> — - — - - - - - - � - - <br /> 749 750 751 752 <br /> I I <br /> MBGR— 4 Spaces ® 3'-1 1/2" (8.5' Radius) I <br /> 10" x 10" Posts & 8" x 8" Blocks I Place 37.5 L.F. MBGR <br /> Terminal Section (Type A) + + Refer to Detail E, Sheet No. 7 <br /> co w <br /> w \ ; 6'-3" 6'-3" <br /> H- Trans Trans / <br /> z_ <br /> Place Terminal System (Type ET) Place 37.5 L.F. MBGR \ 1 Place 87.5 L.F. Single Thrie Beam Barrier v <br /> SP A77M 6 Spaces ® 6'-3" (SP A78A, A78B, A78C) r--------------------- / <br /> 6" x 8' Posts & Blocks \ _ __ <br /> Terminal Section (Type B) i--- -- ---___—_ ---_-] <br /> R & S 128 L.F. of existingMBGR I ! w <br /> ---- + cn <br /> ------ \ 0 ay <br /> / F SS <br /> L -- - - <br /> - - ----� <br /> r No. 38465 0 <br /> # Exp. 3-31-05 # <br /> W <br /> 9TF ci VI�, \��2`'P O <br /> Y <br /> U <br /> Peter D. Martin a <br /> Registered Civil Engineer Z <br /> L) <br /> L) <br /> w <br /> 0 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATESHEET TOTAL a <br /> OA?W oo COUNTY OF SAN JOAQUIN NO SCALE BRIDGE RAILING DETAILS JACK TONE ROAD RESURFACING N0. SHEETS <br /> 2-116105 6&A alb �� <br /> �os- W /a vj) (State Highway Route 26 to Mariposa Road) 5 8 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />