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WELD PILASTER CAP (NAPA STONE PC-162, OR APPROVED EQUAL) 20 <br /> 2END .1 STREET <br /> JOIN <br /> „ 04 <br /> � <br /> 8” CAP C-3 EL 47.06 3 �2 3" 4 9%2 a3" 1%2 N SIDE <br /> N 2 1/2"x2"x3/16" STIR TUBING 1 1/2" CHAMFER J <br /> TYP 4 <br /> O Mateo <br /> if C <br /> O - ALL SIDES*) <br /> 7 1/4" O.D.0.D. 3/4"x3/4" • • <br /> 00 #3 0 18" <br /> RECESSED PANEL <br /> 2"x 1 1 /2"x1/8" CHANNEL 5/8" EXP. BOLT (6" LONG) <br /> WROUGHT IRON <br /> N <br /> FENCE (TYPE 1) <br /> _ El <br /> e <br /> Q, \ 3 1/2"± SPACING jr0000O <br /> 21 f `l ❑ ❑ o I <br /> J3 B B 4" N <br /> 0 3/4"x3/4"x1/8" PILASTER MAX 11o <br /> EXIST. PARAPET 2 1 /2" x 6" x 1 /4" PLATE FIN E <br /> 6" <br /> (TYP) #5 TOT 4 <br /> Cif <br /> > MINOR CONC MINOR CONC <br /> N (MINOR STRUCT) (MINOR STRUCT) *NOTE <br /> FG EL 40.49 OTHERS) <br /> I <br /> 2"x 1 1/2"x1 /8" CHANNEL EXPANSION11 JOINT SECTION B-B <br /> MORTOR TOP OF <br /> TOP OF PARAPET ,OKI-POST PARAPETa _ TOP PARAPET <br /> FORM FOOTING #5 TOT. 5 <br /> LL <br /> 4 AROUND EXIST. CG&S POST I <br /> POCKET I +I <br /> -- � i i <br /> 4 MAX O PILASTER <br /> 2 1 /2" x 2 1/2" x 3/16 n <br /> 00 5„0 x 9„ <br /> STR TUBING POST POCKET EXIST CG&S CO I I DECK GRADE <br /> POST POCKET DETAIL 1 .1 ' _� • ������ �� <br /> �C <br /> O O \ -------,--- <br /> c-3 PILASTER DETAI 2 <br /> 12 <br /> 1 WROUGHT IRON FENCE TYPE 1 PILASTERS c-3 <br /> ZMINOR CONC <br /> C-3 TYPICAL z:2 Of (MINOR STRUCT) SECTION A—A <br /> U) v a� A #3 ® 12 NO SCALE <br /> * HEIGHT OF RECESSED PANEL WHERE FENCE ON BARRIER POST POCKET DETAIL 1 .1 #5 TOT. 4 <br /> WROUGHT 1 IS ATTACHED TO PILASTER IS 4'-2". C-3 <br /> „ <br /> IRON FENCE c—3 MIN <br /> (TYPE 1 ) PIASTER 2 PILASTER FOOTING(3 <br /> 8 EQUAL SPACES C-3 <br /> C-3 <br /> 62.35'± <br /> A5/8" EXP. BOLT 3 1 /2” <br /> r� F==:� <br /> MAX <br /> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br /> alicall0 0 o 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 5/8” EXP. BOLT <br /> 5/8" BOLT <br /> (COAT BOLTS & NUTS PER SPECS) L_ 0 <br /> 1 1/2"x1 1 /2"x6" STIR TUBING <br /> Li DIMENSIONS SHOWN MAY BE <br /> ADJUSTED FOR ANGLED CONNECTION <br /> r 2 1 /2" x 6" x 1/41, 2 1/2" x 6" x 1/4" <br /> PLATE PLATE <br /> EXIST. PARAPET WALL PILASTER CONNECTION DETAI 2.1 <br /> 9 NOTE: CONTRACTOR SHALL TYPICAL c-3 <br /> MEASURE DISTANCE BETWEEN <br /> C-1PILASTERS, AFTER THEY ARE ORIENTATION SHOWN FOR BOTTOM & MIDDLE CHANN L OP'� <br /> CONSTRUCTED, PRIOR TO CONNECTION. ROTATE FOR TOP CHANNEL CONNECTION. <br /> BRIDGE DECK/ APPROACH GRADE FABRICATING WROUGHT IRON <br /> AFENCES. ^�� <br /> PILASTER 3 v <br /> FOOTING c—3 QROVESSIONq� <br /> BEFORE EXCAVATING Revision Description Date By pprove MARK THOMAS & CO. INC. <br /> CALL U.S.A. N" a <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 DEPARTMENT OF PUBLIC WORKS� � � <br /> 800-227-2600 FOR REDUCED PLAN SACRAMENTO, CA 95826 No. 38131 <br /> TOLL FREE PLANS ACCEPTABLE TO WOODBRIDGE IRRIGATION DISTRICT (916) 381-9100 4` Exp. 3 31 0, SAN JOAQUIN COUNTY, CALIFORNIA <br /> 2 WORKING DAYS BEFORE ALL11111111 1111111 1111111 <br /> J� CIVIL �P <br /> PLANNED WORK OPERATIONS 0 1 2 3 9TF <br /> ANDERS CHRISTENSEN, MANAGER DATE OF <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON SHEET <br /> TOTAL <br /> H. CARCIA 4o1SHEETS <br /> oz M SELLING 4101/02 C. ROCKWAY 4101/02 COUNTY OF SAN JOAQUIN SCALE: NO SCALE DETAIL <br /> WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 16 40 <br /> FILE NAME DRAWER SHEET NO. ACAD 7FREVISIONS DATE <br />