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HANDIC <br />RE: All <br />Elevation & Grading Notes <br />1. ABBREVIATIONS: <br />TOC - TOP OF CURB AT EDGE OF SIDWALK <br />TOS - TOP OF FLOOR SLAB INSIDE BUILDING <br />TOG - TOP OF GRADE IN LANDSCAPE AREAS <br />TOP - TOP OF PAVING <br />2. TOS=113.00'. <br />3. ALL SIDEWALKS TO START 114" BELOW THE TOS AT ALL DOORS. <br />4. ALL EXTERIOR DOORS TO HAVE THRESHOLDS THAT WILL NOT <br />EXCEED 1/2" IN HEIGHT. <br />5. ALL SIDEWALKS TO SLOPE AWAY FROM THE BUILDING AT A RATE <br />NOT TO EXCEED 1 % MIN AND 2% MAX. <br />6. FOR ALL FRONT SIDEWALKS, ALL TOC ELEVATIONS SHALL BE <br />6" MAX ABOVE ADJACENT TOP. REFER TO CIVIL DRAWINGS <br />FOR EXACT ELEVATIONS. <br />7. FOR ANY LOCATIONS WHERE THERE IS GREATER THAN A 6" <br />DIFFERENCE BETWEEN TOC AND ADJACENT TOP, NOTIFY THE <br />ARCHITECT IMMEDIATELY. <br />8. FOR ALL REAR SIDEWALKS, ALL TOC ELEVATIONS SHALL BE <br />FLUSH WITH ADJACENT TOP. REFER TO CIVIL DRAWINGS FOR <br />EXACT ELEVATIONS. <br />9. ALL HANDICAP RAMPS TO SLOPE AT 1:14 MAX. THE SURFACE <br />OF ALL CURB RAMPS TO HAVE RAISED DETECTABLE WARNING <br />FINISH. REFER TO DETAIL ON THIS SHEET. <br />10. THE BOTTOM OF ALL HANDICAP RAMPS TO BE FLUSH WITH <br />ADJACENT TOP. REFER TO CIVIL DRAWINGS FOR EXACT <br />ELEVATIONS OF PAVING. <br />REAR <br />2 Sidewalk Plan LEFT RIGHT <br />Scale 118"=V-0" FN' <br />FRONT <br />EXPOSED AGGREGATE CONCRETE <br />FINISH 5/8" SMOOTH RIVER ROCK <br />MIX INTEGRAL WITH CONCRETE <br />2 Handicap Ramp Detail <br />SCALE: 1 1/2" = V-0" <br />CONCRETE SIDEWALK <br />RE: CIVIL PLANS <br />4" THICK 3,000 PSI CONCRETE <br />REINFORCED W/ 6 X 6 X 1.4 X 1.4 <br />WWF OVER COMPACTED. <br />1/2" EXPANSION JOINT I <br />o� <br />�v v vv vvv vv v�� vv��K <br />wwvv vv%��ww� vv vv��� <br />BUILDING I CIVIL <br />6" <br />EXPANSION JOINT oe y„ /— SINGLE -COMPONENT <br />POLYURETHANE <br />I SEALANT 14" THICK <br />-- <br />CONTROL JOINT 1" DEEP <br />STRUCK JOINT <br />r >1a X X1 <br />6' O.C. MAX <br />RE: SIDEWALK PLAN FOR SPACING <br />JOINTS AT FRONT OF BUILDING <br />° <br />1. ALL JOINTS TO BE TOOLED UNLESS NOTED OTHERWISE <br />2. ALL EXTERIOR CONCRETE SIDEWALKS TO BE 4" THICK <br />3,000 PSI CONCRETE REINFORCED WITH GRADE. <br />6 X 6 X 1.4 X 1.4 W.W.F. OVER COMPACTED FILL. <br />3. CONTROL JOINTS SPACED AT 6' OC MAX. RE: SIDEWALK <br />PLAN FOR EXACT SPACING AND LOCATION nF JOINTS. <br />3 Sidewalk Detail <br />SCALE: 1 1/2" = l'-0" <br />CONTRACTOR TO VERIFY PAVEMENT <br />FIN. GRADE PRIOR TO PLACEMENT OF <br />RAMP. NOTIFY ARCHITECT IMMEDIATELY <br />IF RISE EXCEEDS 6". <br />DETECTABLE WARNING AREA <br />CONTRASTING COLOR EXPOSED <br />AGGREGATE FOR TACTILE <br />WARNING SURFACE @ ALL <br />RAMPS, RE: A100 <br />on <br />F��SN��NG 4116.s ��b <br />4 Handicap Ramp Detail <br />KCAL _ <br />REFER TO BUILDING C <br />DRAWINGS FOR ALL <br />INFORMATION PERTAINING <br />TO THE ADJACENT <br />BUILDING <br />U <br />i <br />O <br />O <br />QL <br />O <br />rLn <br />V <br />(� 00 <br />c <br />j r <br />J � <br />CO C <br />U <br />s� y Co J O <br />W Cd LL (0 <br />� 2 CDLL <br />Q Q O <br />z g` > <br />W (MD Co p4—�� <br />I� VJ <br />U ` <br />cn <br />O <br />E <br />E <br />O <br />cn <br />C� U) <br />LLI0 <br />06'-EU <br />z �.— >' O <br />w� U) 0- Ui <br />0 WYNd <br />d <br />'I <br />1 <br />I <br />1 <br />'i <br />w <br />w <br />w <br />U) <br />may, an <br />ui <br />m <br />ul <br />ATV Z <br />w <br />mow. U) <br />�0e <br />o ti <br />a Z rn o <br />O <br />W <br />N <br />w <br />o <br />3 <br />� <br />U cJ7 <br />o <br />U <br />FN <br />