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TYP <br />4" <br />5/8" EXP. BOLT 3MAX ' <br />A N <br />2" X 2" EVENLY SPACED POSTS (8' MAX) <br />SEE <br />5 5/8" EXP. BOLT <br />4" MAX. OPENING <br />2" X 2" X 3/16" 5/8" BOLT <br />a a a a <br />STR TUBING <br />TYP <br />COAT BOLTS & NUTS PER SPECS) <br />3/4" X 3/4" X 1 /8"DETAIL B 1 1/2"x1 1/2"x6" STIR TUBING <br />STEEL TUBES <br />I <br />TOP RAIL SURROUNDS <br />6" TUBING <br />2" X 1 -1 /2" X 1/8"1:1 <br />8" 2 1 /2" x 6" x 1 /4" 2 1 /2" x 6" x 1 /4" <br />STEEL CHANNEL II PLATE PLATE <br />A <br />4 PILASTER CONNECTION DETAIL <br />3 FENCE POST FOOTING <br />C-6 TYPE 1 FENCE NO SCALE <br />ORIENTATION SHOWN FOR BOTTOM & MIDDLE CHANNEL <br />C-6 OG CONNECTION. ROTATE FOR TOP CHANNEL CONNECTION. <br />A 3 FENCE POST FOOTING <br />J _= <br />EXIST GROUND ELEVATION <br />DETAIL A <br />WROUGHT IRON FENCE TYPE 2 DETAIL SECTION A—A <br />C-6 NO SCALE <br />PILASTER <br />W.I. FENCE <br />TYPE 1) r <br />i i <br />I fir— <br />1 /2" EXP. BOLT <br />3 1/2"/ <br />2"MAX <br />5 <br />1 /2" EXP. BOLT (6" LONG) <br />6 <br />1 /2" EXP. BOLT <br />r1 -I <br />R <br />5/8» BOLTFI <br />0utLTMAX <br />COAT BOLTS & NUTS PER SPECS) <br />2 1/2" x 6 x 1/4" PLATE <br />1 1 /2"x1 1/2"x6" STIRTUBING <br />DIMENSIONS SHOWN MAY BE <br />W.I. FENCE FENCE POST <br />u II 4" WROUGHT IRONI <br />ADJUSTED FOR ANGLED CONNECTIONI <br />n n TYPE 2) <br />n <br />2 1/2" x 6" x 1/4" 2 1 /2" x 6" x 1 /4"li n it II u <br />i I <br />n n PLATE PLATE <br />OG 5 PILASTER CONNECTION DETAILSECTIONB—B <br />c-6 TYPE 2 FENCE <br />Z MINOR CONC NO SCALE <br />Lr- MINOR STRUCT) ORIENTATION SHOWN FOR BOTTOM & MIDDLE CHANNEL <br />r CONNECTION. ROTATE FOR TOP CHANNEL CONNECTION.u) <br />MIN <br />FG <br />FENCE POST FOOTING 3 <br />I c-6 <br />I I <br />ti 4 ,:tMariy-. By <br />2 WI FENCE AT PILASTER DETAIL ny 'ersar= UsiN This nmvo9 Should Verify <br />All iMormation Ry insnecttna Thi *r " nir— <br />C-6 NO SCALE C-6 <br />pftOFESS10N,q <br />BEFORE EXCAVATING Revision Description Date By <br />ppTO"e <br />4C, <br />F <br />CALL U.S.A. <br />NO. By MARK THOMAS & COMPANY, INC. 7 DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES Ht 7300 FOLSOM BOULEVARD, SUITE 203 <br />800-227-2600 <br />PLAN A PTABLE TO WOODBRIDGE IRRIGATION DISTRICT <br />FOR REDUCED PLAN SAC6R)A38ENT910CALIFORNIA 95826 <br />No. 35 <br />g3 <br />30 OS SAN JOAQUIN COUNTY, CALIFORNIA <br />TOLL FREE n, <br />2 WORKING DAYS BEFORE ALL Oki P'ttsr9T CIVIL <br />PLANNED WORK OPERATIONS T J 0 1 2 3 F OF CAV FO <br />ANDERS CHRISTENSEN, MANAGER D TE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />WROUGHT IRON FENCE/ LOWER SACRAMENTO ROAD IMPROVEMENTS SHOE SHEETST. NGUI'EN s oa COUNTY OF SAN JOAQUIN SCALE: NO SCALE <br />A. ENGEL <br />TOTAL <br />5/o/a C. ROCKWAY 5110104 7140,d s/fz/ PILASTER DETAILS TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 17 64 <br />FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE