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1 1_ <br />EXISTING GRAVEL <br />AREA TO REMAIN <br />/• o <br />0 <br />0 <br />/ o0 <br />/ oo\ <br />/ EXISTING GALV. <br />/ POST TO REMAIN <br />/ RELOCATE EXISTIN <br />/ 5' wide GALV. Cl <br />/ GATE <br />/ NEW GALV. POST <br />/ EXISTING 6' high <br />/ C.L. FENCE TO <br />/ REMAIN (TYP. <br />/ THREE SIDES) <br />/ CONC. GROUT FILLED <br />BLOCK CELLS AS IN— <br />DICATED W/ (1) #5 <br />0 <br />VERT. REINFORCING <br />0 <br />0 o CONT. FROM FTG. TO <br />o TIE BM. LAP SPLICES <br />MIN. 25" & WIRE TIE. <br />0 <br />0 <br />o° <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />o0 <br />co o� <br />o � <br /><v O y' Coy T <br />EXISTING CONC. 1 <br />FILLED STEEL / <br />BOLLARDS TO REMAIN <br />0 (TYP. OF SIX) <br />O o 6 \S <br />q <br />o <br />/ F <br />TN' <br />co" <br />T <br />/ F <br />6" dia. THK. <br />16" <br />CONC. FILLED <br />STEEL <br />o-z' <br />BOLLARDS. <br />3-0 x 3-0 (VERIFY) <br />-Z�7 Cb <br />DOOR: VERIFY EXACT <br />REQUIREMENTS W/ OWNER <br />= o c <br />& COMPACTOR SUPPLIER <br />REMOVE & RELOCATE <br />ryo <br />EXIST. 5' wide C.L. <br />cos <br />GATE <br />I <br />Q- <br />I <br />— <br />/ REMOVE (3) EXISTING <br />/ <br />`l GATES <br />/ o <br />\ <br />F <br />r <br />, <br />COMPACTOR/DUMPSTER <br />101 <br />26�_"�v <br />O <br />2 FkiST/ <br />N� M <br />gSoNRr <br />4Qoso <br />RF �/�Tti <br />rTo R <br />FMgiNi <br />EXISTING <br />ELECTRICAL <br />TRANSFORMER <br />TO REMAIN <br />75 kVA <br />208Y / 120 <br />SCALE 1/4 " = 1'-0" <br />NEW 7'-3"+/— x 6' high GATES. <br />VINYL SLATS ON GALV. STEEL <br />TUBE FRAME (TYP. OF TWO) <br />NEW 6" THICK CONCRETE APRON. <br />3,000 PSI CONCRETE W/ <br />FIBERMESH REINFORCING <br />STEEL BOLLARDS 5' ABV. CONC, <br />SLAB ELEV. & EMBEDDED MIN. 3' <br />INTO 3,000 PSI CONCRETE <br />(TYP. 2 NEW BOLLARDS) <br />a NEW MIN. 4" THICK 3,OOOpsi <br />CONCRETEWALK W/ FIBERCRETE <br />REINFORCING. <br />TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) <br />NEW MIN. 6" THICK 3,000psi <br />CONCRETE W/ 10 / 10 6x6 W.W.F. <br />AND FIBERCRETE REINFORCING. <br />TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) <br />EXISTING GATE <br />TO REMAIN <br />Nsillto] IN"tell <br />EXISTING LANDSCAPED <br />ISLAND TO REMAIN <br />MASONRY CELL LEGEND <br />CONCRETE FILLED CELL W/ VERT. <br />REINF. (1—#5 VERT. LAP SPLICES <br />MIN. 25" & TIE W/ WIRE). NOTE: <br />STEEL REINF. FROM FTG. TO TOP <br />MASONRY COURSE. <br />CONC. GROUT FILLED r�TFry�T <br />BLOCK CELLS AS IN— / <br />DICATED W/ (1) #5 <br />VERT. REINFORCING / ^/ <br />CONT. FROM FTG. TO Z: <br />TIE BM. LAP SPLICES <br />MIN. 25" & WIRE TIE. v y C <br />Cb <br />c / / u NEW MIN. 6" THICK 3,000psi / <br />A'� CONCRETE W/ 10 / 10 6x6 W.W.F. <br />�o AND FIBERCRETE REINFORCING. <br />cs / / TOP OF NEW SLAB TO MATCH TOP EXISTING CONCRETE SLAB / <br />ELEVATION (TYP.) / <br />, C Fkisr C�N0 <br />/0�0 <br />Wj <br />�— EXISTING CONC. <br />FILLED STEEL <br />BOLLARDS TO REMAIN <br />(TYP. OF SIX)---,, <br />x <br />F,�/ST/Nc <br />��S�NRY <br />RF GY�Ty <br />EXISTING <br />ELECTRICAL <br />TRANSFORMER <br />TO REMAIN <br />75 kVA <br />208Y / 120 <br />FOUNDATION PLAN <br />9 <br />Ic <br />NEW 6" THICK CONCRETE APRON. <br />3,000 PSI CONCRETE W/ <br />FIBERMESH REINFORCING <br />STEEL BOLLARDS 5' ABV. CONC. <br />SLAB ELEV. & EMBEDDED MIN. 3' <br />INTO 3,000 PSI CONCRETE <br />(TYP. 2 NEW BOLLARDS) <br />NEW MIN. 4" THICK 3,000psi <br />CONCRETEWALK W/ FIBERCRETE <br />REINFORCING. <br />TOP OF NEW SLAB TO MATCH <br />TOP EXISTING CONCRETE SLAB <br />ELEVATION (TYP.) <br />EXISTING LANDSCAPED <br />ISLAND TO REMAIN <br />I I ilill 1, 11 ''! I 1111i ill i!l 1111, <br />�A <br />NEW CONT. MIN. 1'-4" <br />wide x 1'-8" <br />high <br />CONC. FTG. <br />W/ (2) #5's CONT. <br />LAP SPLICES <br />MIN. 25" <br />TYP. <br />© <br />NEW CONT. MIN. 1'-8" <br />wide x 1'-8" <br />high <br />CONC. FTG. <br />W/ (2) #5's CONT. <br />LAP SPLICES <br />MIN. 25" <br />TYP. <br />© <br />NEW CONT. MIN. 1'-8" <br />wide x 1'-8" <br />high <br />CONC. FTG. <br />W/ (3) #5's CONT. <br />LAP SPLICES <br />MIN. 25" <br />TYP. <br />RISK CLASSIFICATION: II <br />BUILDING CLASSIFICATION: II <br />BASIC WIND SPEED: 140 m.p.h. <br />WIND IMPORTANCE FACTOR: 1 <br />WIND EXPOSURE: C <br />© COPYRIGHT, 2017 <br />H. THAYER HERSOM, ARCHITECT <br />AND ASSIGNED OTHERS. NO <br />UNAUTHORIZED USE OF ANY <br />PART OR ENTIRE DRAWING AS <br />PRINTED ON THIS SHEET. <br />00 E <br />U L o <br />w o 0 <br />~ Q � <br />E <br />a� <br />Q 0 <br />0 <br />W <br />O> <br />W � � <br />_ uro <br />Q Q <br />Lj <br />}- o O <br />rn <br />Q LL_ <br />0 00 <br />Q) <br />• o <br />N < n <br />111 111 <br />1 , , <br />w c <br />c) <br />_ © w <br />zul <br />� w <br />r < O N <br />r E- <br />r <br />L 0 <br />� o � <br />E x <br />v� E <br />w� <br />z C\2 <br />CD <br />cc <br />C <br />N <br />0 c) <br />CD <br />� C)u N <br />p f) CD <br />o�Ln <br />Ln <br />U <br />� 00 <br />��rn <br />o n <br />® �° <br />o E <br />N p 00 <br />(o <br />THESE CONSTRUCTION DOCUMENTS <br />HAVE BEEN PREPARED BY <br />H. THAYER HERSOM, ARCHITECT <br />(FL. AR10528) AND ARE HEREBY <br />CERTIFIED TO COMPLY WITH ALL <br />APPLICABLE SECTIONS OF THE <br />FLORIDA BUILDING CODE, 5th <br />EDITION (2014). <br />17052 <br />10/17/17 <br />SHEET <br />A-2 <br />A-3 <br />