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O <br />z <br />I <br />x <br />0 <br />/ <br />cn <br />/ <br />cn <br />0 <br />c <br />U <br />O <br />u <br />O <br />0 <br />U <br />Q <br />/ <br />x <br />E <br />O <br />O <br />I <br />N <br />O <br />N <br />O <br />z <br />O <br />CURB <br />1 <br />1'-5" <br />(COLUMNS) 00 <br />GL <br />COLUMNS BEHIND PRECAST SIGN WALL, <br />SHOWN FOR REFERENCE <br />(SIDE WALL) <br />SIGN WALL ON TOP OF LOWER WALL, <br />SHOWN FOR REFERENCE <br />FRONT 11-81, <br />(ENTRY (FINISHED) <br />ROAD SIDE) <br />(CMU BLOCKS) <br />SIGN WALL "B" SITS ON TOP <br />OF LOWER WALL "A", <br />ABUT BRICK FLUSH <br />TO SIGN WALL <br />U) <br />w <br />o C/) <br />w ry <br />U o <br />Z N U <br />U <br />0 <br />r` <br />5'W WALK <br />ME <br />i 'li[ll <br />REAR SIDE <br />BRICK VENEER TO MATCH ARCHITECTURE, <br />INSTALL PREFABRICATED CORNERS, <br />ABUT BRICK UP TO SIGN WALL ABOVE <br />3,000 (PSI) CAST IN PLACE TIE BEAM, <br />WITH (1 QTY) CONTINUOUS #5 HORIZONTAL REBAR <br />#5 VERTICAL REBAR SPACED 16" ON CENTER, <br />FILL CELLS SOLID WITH 3,000 (PSI) GROUT <br />8"x8"x16" CMU BLOCK <br />GALVANIZED LADDER TIE, <br />SPACED EVERY 3RD COURSE <br />4'-6" LAP SPLICE FROM FOOTING <br />FINISHED GRADE <br />3'-10" TO R 4 <br />COLUMNS BEHIND PRECAST SIGN WALL, <br />SHOWN FOR REFERENCE <br />(SIDE WALL) <br />HEAVY TEXTURE SAND STUCCO, <br />PAINTED (2 QTY) COATS MINIMUM, <br />a <br />SEE ELEVATION FOR SPECIFICATION <br />FRONT <br />4 <br />(ENTRY <br />REAR SIDE <br />ROAD SIDE) <br />#5 HORIZONTAL REBAR <br />SPACED 16" ON CENTER VERTICALLY <br />o <br />w <br />2 <br />U)(� <br />a <br />#5 VERTICAL REBAR SPACED 16" ON CENTER, <br />QI <br />TIE INTO BEAM OR FOOTING BELOW <br />00 <br />LOWER WALL IN FRONT OF SIGN WALL, <br />a <br />SHOWN FOR REFERENCE <br />1 <br />3,000 (PSI) POURED IN PLACE CONCRETE WALL <br />a) .a <br />4'-6" LAP SPLICE FROM FOOTING <br />FINISHED GRADE <br />TO Rol <br />1'-01, <br />(SIDE WALL) <br />t� ITROAD SIDE) <br />dig!®I <br />INS <br />CURB a a ° ° d <br />5'W WALK w <br />U <br />3,000 (PSI) CONCRETE FOOTING WITH o <br />(4 QTY) CONTINUOUS TOP AND BOTTOM #5 HORIZONTAL REBAR FRAME, -1 a <br />TRANSVERSE #5 SPACED 12" ON CENTER `V <br />i <br />** CAUTION - PRIVATE FORECMAIN UTILITY PIPE ** <br />APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES a Z' <br />CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, a d <br />CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FULL FOOTING EXCAVATION (a <br />' ad <br />T-47=�-l1'-4"45" SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, `L 450 SHEER ANGLE INTO SOIL TO BE AT OR BELOW BOTTOM OF EXISTING PIPE, <br />CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH PRIOR TO POURING OF CONCRETE /� 2'-$" 1' 4" CONFIRM DEPTH OF PIPE TO CONFIRM FOOTING DEPTH PRIOR TO POURING OF CONCRETE <br />P <br />LOWER WALLA COMPACTED SUBGRADE SIGN WALL B COMPACTED SUBGRADE <br />TO MEET 98% COMPACTED MODIFIED PROCTOR, TO MEET 98% COMPACTED MODIFIED PROCTOR, <br />SIDE SECTION A -A' SEE UTILITY NOTE BELOW SIDE SECTION B-B' SEE UTILITY NOTE BELOW <br />MONUMENT SIGN - SIDE SECTIONS <br />1/2" = 1' U" <br />REAR SIDE <br />3,000 (PSI) CAST IN PLACE TIE BEAM, <br />WITH (1 QTY) CONTINUOUS #5 HORIZONTAL REBAR <br />SIGN WALL IN FRONT, BETWEEN AND BEHIND COLUMNS, <br />SHOWN FOR REFERENCE <br />INSTALL DOVETAIL ANCHORS AT VERTICAL INTERFACE <br />OF CONCRETE SIGN WALL AND CMU BLOCK COLUMNS (TYPICAL) <br />SEE DETAIL 3B/HS-373 <br />SEAL EDGE OF FINISH TILE AT SIGN WALL WITH <br />CONTINUOUS BEAD OF EXTERIOR GRADE CAULKING, <br />COLOR TBD TO MATCH (TYPICAL) <br />#5 VERTICAL REBAR SPACED 16" ON CENTER, <br />FILL CELLS SOLID WITH 3,000 (PSI) GROUT <br />8"x8"x16" CMU BLOCK <br />GALVANIZED LADDER TIE, <br />SPACED EVERY 3RD COURSE <br />4'-6" LAP SPLICE FROM FOOTING <br />FINISHED GRADE <br />4'-0" TO R <br />3,000 (PSI) CONCRETE FOOTING WITH <br />(4 QTY) CONTINUOUS TOP AND BOTTOM #5 HORIZONTAL REBAR FRAME, <br />TRANSVERSE #5 SPACED 12" ON CENTER <br />** CAUTION - 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