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0 <br />r� <br />un <br />I <br />x <br />0 <br />rn <br />PLAN <br />SEE THIS DETAIL <br />WALL: LIGHTING ON LOWER WALL. - <br />BRICK VENEER TO MATCH ARCHITECTURE (4 QTY) 4-LONG RGBW 10° LINEAR LIGHT <br />FINISH: SW 7671 ON THE ROCKS COLOURLINE WET BY SSL SOLID STATE LUMINEER, <br />PAINTED (2 QTY) COATS MINIMUM ATTACH TO FACE OF BRICK WITH ADJUSTABLE BRACKET <br />SUBMIT SHOP DRAWING CONTACT: STEVE NORRIS <br />SESCO LIGHTING - TAMPA <br />(813) 289-1600 <br />17'-8" <br />I <br />-- — — — — <br />I <br />I <br />I <br />I <br />I --- <br />— — — — — — — — — — — — — — — — — — — — <br />I <br />� I <br />I <br />I <br />L— —— — — — — — — — — — — — — — — — — — — <br />I <br />I <br />— — — — --— — — — — — — — — — - <br />q_ <br />FRONT ELEVATION <br />17'-9" <br />FENCE: <br />ALIGNED WITH REAR OF SIGN - SEE PLAN <br />FINISH: WHITE PVC <br />SEE DETAIL - SUBMIT SHOP DRAWING <br />1'-0" FROM FACE OF WALL <br />FRONT SIDE <br />(ENTRY ROAD SIDE) (-L <br />BRICK VENEER, <br />MATCH ARCHITECTURE <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"x18" CMU BLOCK <br />GALVANIZED LADDER TIE, <br />II II �I II ;I II II I; SPACED EVERY2ND COURSE <br />D 1'-6" LAP SPLICE, a . <br />3'-0" FROM FOOTING <br />V-011 <br />° ° <br />v °ate °�°� a j $ ° ° - — °—a) $ <br />3" CLEAR <br />(TYPICAL) 4- <br />19'-4" <br />ELEVATION / SECTION <br />SEE THIS DETAIL <br />co <br />o <br />N <br />00 ----------- <br />L ,y <br />3" CLEAR <br />(TYPICAL) <br />1'-0" <br />FORCEMAIN UTILITY (APPROXIMATELY 4' BELOW GRADE) <br />FRONT SECTION <br />REAR SIDE <br />17'-8" (FINISHED) <br />L <br />.. , I ��.. ' � I ` t• I� "��. ; ,., � � � �'�:II <br />rL <br />17'4" (CMU BLOCK) <br />19'-4" (FOOTING) L <br />FRONT SIDE (ENTRY ROAD SIDE) <br />FOOTING PLAN <br />FINISHED GRADE <br />FACE MOUNTED LIGHT, <br />COORDINATE ALL LOCAL <br />AND FEDERAL ELECTRICAL <br />REQUIREMENTS <br />W16 <br />2' 8„ <br />SIDE SECTION <br />3,000 (PSI) CONCRETE FOOTING WITH <br />CONTINUOUS #5 HORIZONTAL UPPER AND LOWER REBAR FRAME, <br />TRANSVERSE #5 REBAR SPACED 12" ON CENTER <br />COMPACTED SUBGRADE <br />TO MEET 98% MODIFIED PROCTOR, <br />SEE UTILITY NOTE BELOW <br />REAR SIDE <br />** CAUTION - EXISTING UTILITY NEARBY ** <br />APPROXIMATELY 4' BELOW GRADE - SEE PLAN FOR FOOTING CLEARANCES <br />CONTRACTOR TO CAREFULLY EXCAVATE TO NOT DISTURB EXISTING UTILITY, <br />CONFIRM DEPTH AND HORIZONTAL LOCATION PRIOR TO FOOTING EXCAVATION <br />8"x8"x18" CMU BLOCK <br />#5 VERTICAL REBAR SPACED 16" ON CENTER, <br />FILL CELLS SOLID WITH 3,000 (PSI) GROUT <br />GALVANIZED LADDER TIE, <br />SPACED EVERY 3RD COURSE <br />CONTINUOUS #5 HORIZONTAL UPPER AND LOWER REBAR FRAME, <br />TRANSVERSE #5 REBAR SPACED 12" ON CENTER <br />3,000 (PSI) CONCRETE FOOTING <br />CV <br />O <br />P-CO- SIT-TROT-05 <br />L0 <br />0 <br />O <br />co <br />N <br />O <br />N <br />d- <br />O <br />0 <br />N <br />O <br />N <br />00 <br />O <br />�i <br />N <br />O <br />N <br />V) <br />Z <br />z W <br />L0 w U) <br />`e w U <br />w w w w <br />U <br />w w z <br />U Z 0 F- <br />d (U m w <br />Q <br />Z <br />z U Z <br />O 0^ n � nn <br />N Ln W <br />o <br />000zwzwW <br />p - m x 0 <br />6 Q V p O v w a V <br />w <br />z o <br />>�Sw��zwa <br />O s z <br />w �rwz'-zZz'� <br />w a o w <br />z w OV z ;5 ,w w V w <br />Z °Q9otu3oagQ <br />u <br />N w@ a� O O J ~ U <br />a w j V <br />�zp1=�Z �t� <br />apzo3L)pL <br />o=0zz0z_zW= <br />N LL V w W i>- C� w Ce ~ <br />=-oo�i>wv�ip� <br />1-1 <br />J <br />Q <br />z <br />O <br />Q <br />W <br />� <br />� <br />N <br />0 <br />Z <br />0 <br />N <br />o <br />J_ <br />N <br />O <br />= J <br />Q <br />p <br />Z <br />�� <br />� <br />Cieo <br />V <br />o <br />W <br />p <br />0 V <br />N <br />'' <br />J <br />ti. <br />< <br />u <br />a <br />J <br />N N <br />Z <br />Q <br />LLJ <br />O O <br />O <br />r: v <br />n/ <br />Cie <br />N <br />0 <br />O <br />Z <br />w <br />O <br />W <br />U) <br />v, y <br />J Z <br />O O <br />V V <br />p <br />`V <br />o <br />ch <br />o <br />L" <br />V <br />M <br />o <br />U) <br />p <br />Lu <br />3 <br />o 0 <br />W <br />o <br />Z Lu <br />o v <br />W <br />W <br />V) <br />