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PILASTER CAP 20" <br />WELD STREET <br />END <br />4 N SIDE <br />81,CAP C-6 N <br />N <br />2 1/2"x2"x3/16" STR TUBING <br />I <br />no 7 1/4" O.D. 3/4"x3/4" L J <br />ao H = 6'-8" 3 ® 18" <br />2"x 1 1/2"x1/8" CHANNEL 5/8" EXP. BOLT (6" LONG) <br />I <br />I <br />WROON <br />CE (TYPE 1) <br />o, 3 1/2"± SPACING 4 PILASTER <br />I <br />4"C-6 <br />r MAX <br />I I <br />0 3/4"x3/4"x1/8" <br />TYPE 26 BARRIER <br />L j 2 1 /2" x 6" x 1 / <br />l I <br />4" PLATE FENCE <br />MODIFIED) 6" <br />5 TOT 4 I <br />MINOR CONC Q <br />MINOR STRUCT) <br />BRICK FACING 0 <br />FG — <br />TYP ALL SIDES) I <br />2"x 1 1/2"x1/8" CHANNEL EXPANSION MORTAR <br />TOP OF <br />JOINT <br />MINOR CONC POST SECTION B—B BARRIER <br />TOP OF TYPE 26 <br />MINOR STRUCT) <br />FORM FOOTING 5 TOT. 5 <br />BARRIER (MODIFIED) AROUND EXIST. CG&SW <br />PILASTER TOP BARRIER <br />4„ 5"0 x 9" EXIST CG&SW <br />CO POST u u <br />L <br />4" <br />MAXPOST POCKET POCKET <br />2 1 /2" x 2 1 /2" x 3/16 <br />0STRTUBING <br />POST POCKET DETAIL 4 <br />MINOR CONC <br />c-4 PILASTER DETAI 2 L X31 ®R2STRUCT) <br />1 WROUGHT IRON FENCE TYPE 1 c-4 <br />c-4 TYPICAL POST POCKET DETAIL 4 <br />v \\ <br />5 TOT. 4 F <br />NO SCA <br />A-A <br />NO SCALE <br />18"0 <br />MIN <br />PILASTER FOOTING 3 <br />WI FENCE (TYPE 2)1 WI FENCE TYPE 1 c-4 <br />DOUBLE SWING GATE SEE SHEET C-6) C-4 WI FENCE (TYPE 1) <br />SEE SHEET C-5) 2 EQUAL SPACES <br />DWI <br />K <br />10 EQUAL SPACES - BOTH SIDES <br />DOUBLE SWING GATE <br />SEE SHEET C-5) <br />14.8'± <br />1 <br />14.8'± <br />A <br />74.00'± (SEE NOTE) 14.8'± <br />1 <br />I I IIII <br />Woodbridge <br />2 PILASTER y <br />D1 ' VII CW <br />TYPE 26 BARRIER rrections By <br />NOTE: CONTRACTOR SHALL A MODIFIED) C-4 <br />Chang <br />MEASURE DISTANCE BETWEEN BRIDGE DECK/ APPROACH GRADE ARCHITECTURAL TREATMENT 3 / 06 <br />PILASTERS, AFTER THEY ARE <br />BRIDGE BARRIER)Orewk g <br />CONSTRUCTED, PRIOR TO <br />rsv Person This . FKfIJAd <br />rR an}n tT1+3i(7n iy inSRP.Q1if1K3h Quo .'lt 1Nnr4 <br />FABRICATING WROUGHT IRON <br />3 PILASTER 5 W.I.D. FENCE ELEVATION C-4 <br />FENCES. <br />c-4 FOOTING <br />c-4 LEFT SIDE ONLY <br />QftOFESSIONq <br />BEFORE EXCAVATING Revision DescriptionDescripttioDate ByApproved <br />MARK THOMAS & COMPANY, INC. <br />o \ N, R <br />CALL U.S.A. <br />F <br />DEPARTMENT OF PUBLIC WORKSUNDERGROUNDSERVICEALERTORIGINALSCALEININCHES7300FOLSOMBOULEVARD, SUITE 203 No. 35370800-227-2600 <br />PLANS PTA TO WOODBRIDGE IRRIGATION DISTRICT <br />FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 <br />913010 S * SAN JOA UIN COUNTY, CALIFORNIATOLLFREEnt <br />Q <br />916) 381-9100 Exp. t <br />2 WORKING DAYS BEFORE ALL sr CIVIL P <br />PLANNED WORK OPERATIONS0 1 2 3 9TF OF CA FOANDERSHRISTNSEN, MANAGER D TE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. NCUYEN 5 f0 04 COUNTY 0 F SAN J OAQ U I N SCALE: NO SCALE <br />WROUGHT IRON FENCE/ LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />A. ENCEL 5110104 C. ROCKWAY 5/1%4 lerrD 5 0¢ PILASTER DETAILS TURNER ROAD TO WOODBRIDGE ROAD — PHASE 1 15 64 <br />FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE