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3/8" X 2 1/2" H X WELDED 3/8" THK W.I. SIGN WITH 1/4" THK <br />SUPPORT BRACKETS AND 3/4" EDGE BAND ON BOTH SIDES. <br />DIA. BOLTED CONECTIONS. NOTE; IMITATION HINGES, MOTIF <br />ETC TO BE MOUNTED ON BOTH <br />V-7 3/4" SIDES OF SIGN <br />OUTLINE OF PILASTER <br />BELOW <br />M <br />SIGN /BRACKET DETAIL <br />SC: 3" = 1' 0" <br />CAP <br />OUTLINE OF BASE BELOW <br />W.I. SIGN AND SUPPORT <br />BRACKETS <br />V-4 3/8" 1 -4 ,T8.. 1'-4 3/8" <br />F- - - - I r - <br />1859 <br />I I I I I I <br />c+ <br />0 <br />V I 0. - <br />orl <br />dbD <br />o <br />o g <br />I II IIi I I <br />L - - - - - - - - - - J J I_ - - - - - - - - - - -- <br />PILASTER PILA TER PILASTER <br />a <br />U n P <br />FF = Ti <br />ii Ti <br />II II <br />I1 II <br />O o 0 0 0 0 0 0 0 0 yl L _ -w <br />O o 0 0 0 <br />OUTLINE OF FOOTING 8 4 REBAR WITH <br />1 GRADE BEAM BELOW TIRRUPS AS SHOWN <br />W.I. SIGN AND SUPPORT II <br />BRACKETS ABOVE u n <br />F- <br />SHOWN DASHED <br />I II- <br />I <br />CL A <br />0 0 <br />w w <br />o <br />N Q II- II <br />11 All <br />d <br />II- <br />fr= T <br />o d u 0 0 <br />O o 0 0 0 0 0 l J r O a o 0 0 <br />EF= <br />I000 <br />I I I <br />II x _ 11 <br />pll <br />3'_0" <br />1 <br />I 1'-7 3/4" I 3'-2" I <br />L - - - - - - - - - - - - - - -U) <br />BASE 2'_4„ 1 11 <br />L11 <br />H - = - - - - - - - - <br />a 4 <br />TYPICAL ELEVATION [ BOTH SIDES ] PLAN DETAILS a -#a REBA ' EA. wAY <br />I{I <br />p 4 REBAR CONT., T& B <br />SCALE: 1" = 1' 0" SCALE: 1" = 1'0" JI <br />GENERAL NOTES:GENERAL NOTES: <br />SIGNAGE GRAPHICS ARE TO BE ON BOTH SIDES OF SIGN.BRICKS - SHOWN 8"X 3 3/4" X 2 1/2" H WITH 3/8" MIN. JOINTS. 2'4" [X 3' 0"]1'-0" <br />WOODBRIDGE" FONT SHOWN IS TIMES NEW ROMAN CONCRETE: ATTAIN 3000LBS PER SQUARE INCH AT 28 DAYS. <br />SHOP <br />REQUIRED FOR REVIEW AND <br />AOPROVARS <br />LPRIORITO <br />ANYNGS <br />OFABRICA <br />IONSIGN <br />GRAICS ARE <br />REVVIEWSHOP <br />RANDIAPP OVAL PR ORRTO ANDY FABRICATION. <br />DRAWINGS RE REQUIRED FOR TYPICAL SECTION GRADE BEAM <br />SCALE: 1" = 1' 0" <br />GRAPE CLUSTERS - DO NOT USE PREFABRICATED SHELF ITEMS. <br />jRAVVjn <br />ctkans tsy <br />ChangW <br />Cute , 2 <br />Aarwn 11Mrp <br />0*0"°IOCm <br />LS-11 <br />Soh/T <br />Revision Description Date BY PProve <br />v LINDAorBEFOREEXCAVATINGNo.MARIE DERIVI <br />CALL U.S.A. DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES D C A <br />800-227-2600 FOR REDUCED PLAN <br />924 NORTH YOSEMITE STREET <br />N REN 12/05 <br />TOLL FREE c o n s t r u c t I o n STOCKTON, CALIFORNIA 95203 yl No C8744 <br />P <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />7209.462.2873 • F209.462.8308 F Fo <br />2 WORKING DAYS BEFORE ALL 1 a r c h i t e c t u r e E w w w . d c a a i a . c o m F CAS <br />PLANNED WORK OPERATIONS <br />0 1 2 3 <br />DRAWN BY DATE DESIGN DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br />SHEET TOTAL <br />COUNTY OF SAN JOAQUIN SCALE: AS NOTED <br />MONUMENT SIGN LOWER SACRAMENTO ROAD IMPROVEMENTS No. SHEETS <br />MK <br />DCH /MK LIVID DCH 5/11/04 ELEVATIONS & DETAILS TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 60 64 <br />1g