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Scale 1/16"=1'_o" <br />REAR <br />LEFT -- RIUHT <br />FRONT <br />GENERAL ELEVATION AND GRADING NOTES <br />1. FINISH FLOOR ELEVATION (FIFE) OF THE PUBLIX BUILDING <br />FLOOR SLAB =113.00' <br />2. SIDEWALKS TO START FLUSH WITH IFFE AT BOTH PUBLIX <br />FRONT DOORS. <br />3. LOADING DOCK AREA r0 START FLUSH WITH FFE AT <br />REAR DOORS. <br />4• SIDEWALKS TO START%a" BELOW F.F.E. AT BOTH SIDE <br />DOORS. <br />5. ALL DOORS TO RECEIVE THRESHOLDS THAT SHALL NOT <br />EXCEED 1/2" IN HEIGHT. RE: PUBLIX SHELL PLANS FOR <br />DOOR DETAILS AND THRESHOLD INFORMATION. <br />6 ALL SIDEWALKS TO SLOPE AWAY FROM THE BUILDING AT <br />A RATE OF 1% MIN TO 2% MAX. <br />7. ALL TOP OF CURB (TOC) ELEVATIONS TO BE 6" MAX <br />ABOVE TOP OF ADJACENT PAVING (TOP). REFER TO <br />CIVIL FOR EXACT ELEVATIONS OF ADJACENT PAVING, <br />8. FOR ANY LOCATIONS WHERE THERE IS GREATER THAN A <br />6" DIFFERENCE BETWEEN TOC AND TOP, NOTIFY <br />ARCHITECT IMMEDIATELY. <br />9. ALL HANDICAP RAMPS TO SLOPE AT 1:14 MAX. THE <br />SURFACE OF ALL CURB RAMPS TO HAVE GRADED <br />AGGREGATE FINISH. RE: PCA100-2. <br />10. THE BOTTOM OF ALL HANDICAP RAMPS TO BE FLUSH <br />WITH THE TOP OF THE ADJACENT PAVING. REFER TO <br />CIVIL FOR EXACT ELEVATIONS OF PAVING. <br />- EXPOSED AGGREGATE CONCRETE <br />4" THICK 3,000 PSI CONCRETE - <br />FINISH 5/8" SMOOTH RIVER ROCK <br />REINFORCED W/ 6 X �v X 1.4 X 1.4 <br />MIX INTEGRAL. WITH CONCRETE <br />WWF OVER COMPACTED, <br />1/2"EXPANS#ON JOINT <br />SLOPE 1:14 MAX <br />r <br />z oo°°o e 'X q- <br />O CX1 0 O e <br />o / <br />a <br />)OpO!j <br />J O 0 <br />0 r U <br />-- <br />lJ <br />_ <br />O <br />u x` <br />^ <br />777 <br />REFER TO SIDEWALK PLAN ON <br />PCA110 TO SEE WHERE. DETAIL <br />APPLIES <br />2 HANDICAP RAMP DETAIL <br />Scale 1 1/2"=1'4' <br />6" <br />PUBLIX 54.4 <br />545340 SF <br />F.F. = 113.00 <br />EXPANSION JOINT /„ SINGLE -COMPONENT <br />POLYURETHANE <br />SEALANT <br />14" THICK <br />s < <br />;< _ -" X <br />X — X '------ <br />1. ALL JOINTS TO BE TOOLED UNLESS <br />NOTED OTHERWISE. <br />2. ALL EXTERIOR CONCRETE SIDEWALKS <br />TO BE 4" THICK, 3,000 PSI CONCRETE <br />REINFORCED WITH GRADE. 6 X 6 X 1.4 X <br />1.4 W.W.F. OVER COMPACTED FILL. <br />CONTROL JJOINT- <br />1 "DEEP <br />a / STRUCK JOINT <br />3. CONTROL JOINTS SPACED AT 6' OC <br />MAX. RE.: SIDEWALK PLAN FOR EXACT <br />SPACING AND LOCATION JOINTS. <br />OF . <br />JO S <br />v v <br />p <br />4. REFERE TO SIDEWALK PLAN ON <br />° � <br />4 e <br />PCA110 TO SEE WHERE DETAIL APPLIES <br />ES <br />6' O.C. MAX <br />RE: SIDEWALK PLAN FOR SPACING <br />JOINTS AT FRONT OF <br />BUILDING <br />3 SIDEWALK DETAIL <br />Scale 1 1/2"=V-0" <br />REFER TO SIDEWALK PLAN ON <br />PCA110 TO SEE WHERE DETAIL <br />APPLIES <br />CONCRETE SIDEWALK - - <br />i\ BUILDING CIVIL. <br />W/ CONTROL JOINT �--- <br />RE: A100 6" 2" <br />SLOPE: 1 % MIN - 2% MAX. <br />/ PAVING <br />° ®4 RE: CIVIL_ <br />A a� <br />\/ EBAB- <br />\\CONTINUO— <br />/\�\\\ STOP @ EA <br />\ \�\SIDE OF C11 \ \\\ \\ \ \ \ \\ \ <br />CURB TO BE 6'�//�j\� <br />ABOVE ADJAG\ �\ ° <br />PAVING, MAX \\\ \\/ \/ <br />\ <br />X\/\\ \\ <br />�VAiAA�/�\VAiAA////VAiAA <br />4 CURB DETAIL <br />Scale 1 1/2"=V-0" <br />7 HANDICAP RAMP DETAIL <br />NON -BEVELED CLAY PAVERS 3" <br />NOMINAL THICKNESS, SEE PLAN <br />FOR SIZE AND PATTERN, SLOPE <br />1%MIN -2%MAX <br />NEOPRENE ADHESIVE OVER %" <br />SETTING BED - 93" SAND 7% <br />ASPHALT <br />RE: SPECIFICATIONS FOR <br />ADITIONAL INFORMATION <br />REFER TO SIDEWALK P[AN ON <br />PCA110 TO SEE WHERE DETAIL <br />APPLIES <br />(1) 2" WEEPHOLE AT LOW POINT - <br />24" OC - SCREEN AS NECESSARY <br />PAVING RE: CIVIL <br />CONCRETE CURB RE:PCA100 <br />4" REINFORECED CONCRETE MLD <br />SLAB TO ENG. SPECS <br />SUBGRADE (95% COMPACTED) <br />CRUSHED GRAVEL l" TOP SIZE, 4" <br />MIN VEHICULAR - ASTM D 2940 <br />WILL VARY PASED ON LOADING <br />CONDITIONS (96% COMPACTION) <br />NON -BEVELED CLAY PAVERS 3" <br />NOMINAL THICKNESS, SEE PLAN <br />FOR SIZE. AND PATTERN, SLOPE <br />1%MIN -2%MAX, <br />NEOPRENE ADHESIVE OVER 4" <br />SETTING BED - 93" SAND 7% <br />LANDSCAPE �� <br />6 <br />� <br />ROUND EDGE <br />ASPHALT <br />2" RADIUS <br />RE: SPECIFICATIONS FOR <br />SLOPE: 1% MIN - 2% MAX. <br />ADITIONAL INFORMATION <br />(1) 2" WEEPHOLE AT LOW POINT�„ _ <br />' 4 <br />X- <br />2 OC - SCREEN AS NECESSARY <br />�4 <br />eQ, <br />REFER T 'IDEWALK PLAN N <br />os o <br />.. <br />a\ <br />" <br />PCA110 TO SEE WHERE DETAIL <br />APPLIES <br />N <br />---- <br />- <br />511--- <br />4" REINFORECED CONCRETE MILD <br />J` <br />CONTINUOUS <br />CONTINUOUS <br />SLAB TO ENG. SPECS <br />STOP @EACH <br />� <br />• .'e� <br />° X <br />SIDE OF CJ'S <br />SUBGRADE (95% COMPACTED) <br />CRUSHED GRAVEL %" TOP SIZE, 4" <br />MIN VEHICULAR - ASTM D 2940 <br />REFER TO SIDEWALK PLAN ON <br />_ <br />WILL VARY PASED ON LOADING <br />PCA110 TO SEE WHERE DETAIL <br />T <br />CONDITIONS (96% COMPACTION) <br />APPLIES <br />- <br />5 PAVER DETAIL <br />Scale 1 1l2"=V-0" <br />DETECTABLE WARNING AREA <br />CONTRASTING COLOR EXPOSED <br />AGGREGATE FOR TACTILE <br />WARNING SURFACE @ ALL <br />RAMPS, RE: A100 <br />� \U) <br />co 1 �� <br />�s '� G VOrJ 0000' O <br />o � <br />SLOPED RIBBON <br />CURB FLUSH W/ 1% <br />RAMP, PAINTED10 <br />YELLOW S ••� o0 <br />BOTH � SIDES <br />pP��� <br />48 <br />b <br />CONTRACTOR TO VERIFY PAVEMENT <br />FIN. GRADE PRIOR TO PLACEMENT OF <br />RAMP. NOTIFY ARCHITECT IMMEDIATELY <br />IF RISE EXCEEDS 6". <br />8 HANDICAP RAMP DETAIL <br />Scale 1/4"=V-0" <br />v CURB DETAIL <br />Scale 1 112"=V-0" <br />v <br />o ; <br />cD W <br />z <br />00 <br />VJ(o <br />Co <br />co <br />.LQJ <br />U_ <br />LU <br />Q .E�a <br />:;_1L�� <br />z <br />ui in <br />J <br />U <br />C <br />i <br />I <br />I I I <br />o a ui <br />o <br />E <br />m m UU r- <br />o :D w w <br />X X X F- <br />m m m <br />m m CL EL <br />as 1 o � O of r <br />w o c3 o 0 <br />dCD 0 0 0 <br />E LLj N N N N <br />ui <br />o � _ <br />I <br />= I <br />� I <br />f <br />01 � <br />a :z er, 9 <br />o s C.0 <br />c� a w ri'i w <br />Co <br />Co <br />�� Q U_� <br />