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%of-w1l" LOW" I WWI W I � �. —w ....... <br />NOTES: PAD LOCK WITH 80% DIRECT VISUAL SCREENING (AMETCO MANUF. <br />CORP., "SHADOW 80 DESIGN SWING GATESO OR APPROVED <br />1 PROVIDE 1/2" DIA., 18' LONG, METAL GATE LATCH. EQUAL). PROVIDE POLYESTER POWDER FINISH. COLOR TO <br />BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL <br />2. PROVIDE 3/4"DIA. HOLE, 6- DEEP, FOR DROP PIN. RANGE OF STANDARD COLORS. <br />PLAN NORTH <br />014 "VO/?N <br />ELEVATION - TRASH ENCLOSURE <br />1/4" = 1 1-off <br />PLAN - TRASH ENCLOSURE <br />1/4"= 11-011 <br />SLOPE CEMENT PLASTER AT <br />TOP OF WALL <br />CONT. KNOCK OUT BLOCK W11Z <br />)LI <br />I - #5 CONT. AND SC IDG JT <br />DELETE <br />%vrw%ls— <br />FIN. GRADE <br />8" x 16- CONCRETE FOOTING W1 <br />..J WIN- — 2 - #5 REBAR, Typ. <br />SECTION - MONUMENT WALL <br />1/2" = 1 I -on <br />SLOPE FACE BRICK AT <br />TOP OF WALL <br />CONT. KNOCK OUT BLOCK W/ <br />I - #5 CONT. AND SOLID GROUT <br />VERT. REINFORCMENT. I - #5 AT <br />MAX 4'-V O.C. Wl SOLID GROUT <br />Ir OMU <br />FACE BRICK ON GALV. METAL LATH <br />AND 7/8"THICK CEMENT PLASTER <br />aw OIL <br />% FOL FL. <br />(EACH SIDE OF WALL) <br />(VARIES) <br />O�- <br />85.97' Af, <br />FIN. FL. "-F <br />FIN. GRADE <br />80 x 1 6w CONCRETE FOOTING W/ <br />- 2 #5 REBAR, TYP. <br />SECTION - MONUMENT WALL - BID ADD ALT. NO. 2 <br />1/2" = l'-O" <br />EXIST. PILASTER BEYOND <br />SLOPE CEMENT PLASTER AT <br />TOP OF WALL <br />CONT. KNOCK OUT BLOCK W/ <br />I - #5 CONT. AND SOLID GROUT <br />,EQ. L.EQ. , 4'-Ou 4'-08 AQ. EQ. <br />I le VERT. REINFORCEMENT: 1 - #5 AT <br />MAX. 4'-On O.C. W1 SOLID GROUT <br />So CMU WITH 5/8"THICK <br />CEMENT PLASTER FINISH <br />EACH SIDE OF WALL <br />TRASH BIN <br />(BY OWNER) <br />—BOLLARD, BEYOND 11 <br />6- THICK CONC. SLAB (3,000 PSI) WITH <br />CURB, BEYOND FIBER MESH REINFORCING OR Sox 6", <br />1 10 x 10 W.W.F. REINFORCING <br />IDJ' j ( a FIN. GRADE OL <br />4. <br />.4 <br />So x 16m CONCRETE FOOTING W/ <br />2 - #5 REBAR."n?. <br />1 17 STING FOOTI G BEYOND <br />IL <br />Eq <br />ITI=- <br />SECTION - TRASH ENCLOSURE <br />1/2" = 1 1-011 <br />EQ. <br />8 BID ADD <br />8.0 ALT. NO. 2 <br />7 <br />* 181-ION <br />NO <br />:.FIRE. RESCUE STATION <br />RAISED LETTERS, CAST ALUM. WITH BRUSHED FINISH. <br />FONT STYLE SHALL BE wARIAV. <br />ELEVATION - MONUMENT WALL <br />1/2" = 11-010 <br />'qC'?Z4l4 4bi?N <br />PLAN NORTH <br />PLAN - MONUMENT WALL <br />1/4" = l'-Ow <br />EQ. <br />EXIST. PILASTER <br />BOLLARD - SEE SHEET COO <br />FOR DETAIL. COORD. WITH <br />EXIST. FOOTING <br />TRASH BIN <br />(BY OWNER) <br />el-w <br />3m <br />I 0'FA <br />Ard, - - - - <br />SECTION - TRASH ENCLOSURE <br />1/210 = 1 1.0" <br />EDGE OF PAVING - <br />SEE CIVIL DWGS. <br />cri <br />85.9r <br />ELEVATION - MONUMENT WALL <br />1/2w = 1 I -On <br />AiMMIS Addm,4um 14o. 2 <br />SEE 21A8.6 FOR NOTES <br />SIDEWALK. <br />SEE CIVIL DWGS. <br />4 <br />LEANDRO A. ARROYO <br />FL. REGANO. <br />CITY OF ZEPHYRHILLS <br />RENOVATION <br />OF <br />FIRE RESCUE <br />STATION NO. 2 <br />CONSTRUCTION <br />DOCUMENTS <br />12-07-2012 <br />CB+A #1202 <br />CANERDAY <br />BELFSKY <br />ARROYO <br />ARCHITECTS <br />800 SECOND AVENUE SOUTH <br />ST. PETERSBURG, FL 33701 <br />(727) 823-W75 <br />AA26000587 <br />0 0 <br />SITE DETAILS A8m8 <br />SCALE: AS NOTED 0 <br />'A <br />