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l <br />CART CORRALS RE: <br />CIVIL PLANS <br />CART CORRALS RE: <br />CIVIL PLANS <br />RETAIL <br />CART CORRALS RE: <br />CIVIL PLANS <br />8 Architectural Site Plan A101-1 <br />SCALE: 1" = 20'-0" <br />Note: ? <br />CIVIL DRAWINGS PREPARE BY WILLSON <br />MILLER, INC AND PERMITTED \ <br />SEPERATELY 1 <br />DETECTABLE WARNING AREA - <br />CONTRASTING COLOR EXPOSED <br />AGGREGATE FOR TACTILE <br />WARNING SURFACE @ ALL <br />RAMPS, RE: A100 <br />SLOPED RIBBON <br />CURB FLUSH W/ <br />RAMP, PAINTED <br />YELLOW TYP, <br />BOTH SIDES <br />CONTRACTOR TO VERIFY PAVEMENT <br />FIN. GRADE PRIOR TO PLACEMENT OF <br />RAMP. NOTIFY ARCHITECT IMMEDIATELY <br />IF RISE EXCEEDS 6". <br />Handicap Ramp Detail <br />SCALE: 1/4 =1-0' <br />EXPOSED AGGREGATE CONCRETE <br />FINISH 5/8" SMOOTH RIVER ROCK <br />MIX INTEGRAL WITH CONCRETE <br />SLOPE 1:14 MAX <br />X4 X <br />a- x /�`�!\\\\j\ <br />3 Handicap ,Ramp Detail <br />SCALE: 1 1/2" =1-0 <br />CONCRETE SIDEWALK BUILDING CIVIL <br />WI CONTROL JOINT - <br />RE:A100-6 6" 2" <br />SLOPE: 1% MIN - 2% MAX. <br />4S' <br />'X .< <br />KNTINUO <br />EBAB <br />\\ �� ASIDE OF CJ' \ \\� \ \\\ . ..p° ae \ \ <br />� CURB TO BE 6'\x <br />ABOVE AD )A • ! X <br />PAVING, MAXC"\`/\ <br />5 Curb Detail <br />SCALE: 1 1/2" =1'-0" <br />7 Paver Detail <br />SCALE: 1 1/2" = V-0" <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 <br />OVER %" SETTING BED - <br />93" SAND 7% ASPHALT <br />RE: SPECIFICATIONS FOR <br />ADITIONAL INFORMATION <br />(1) 2" WEEPHOLE AT LOW <br />POINT - 24" OC - SCREEN <br />AS NECESSARY <br />SUBGRADE (95% <br />COMPACTED) <br />4" REINFORECED <br />CONCRETE MLD SLAB <br />TO ENG. SPECS <br />CRUSHED GRAVELY4" <br />TOP SIZE, 4" MIN <br />VEHICULAR -ASTM D <br />2940 WILL VARY PASED <br />ON LOADING <br />CONDITIONS (96% <br />COMPACTION) <br />DETECTABLE WARNING AREA <br />CONTRASTING COLOR EXPOSED <br />AGGREGATE FOR TACTILE <br />WARNING SURFACE @ ALL <br />RAMPS, RE: DETAIL <br />6,0# <br />Aq��M��rRF <br />S <br />CONTRACTOR TO VERIFY PAVEMENT <br />FIN. GRADE PRIOR TO PLACEMENT OF <br />RAMP. NOTIFY ARCHITECT IMMEDIATELY <br />IF RISE EXCEEDS 6". <br />0 Handicap Ramp Detail <br />SCALE: 1/4" =1-0" <br />SLOPED RIBBON CURB FLUSH <br />WITH RAMP, PAINTED YELLOW <br />TYP, BOTH SIDES <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 />F�.�SN��NG R S MiN <br />2 Handicap Ramp Detail <br />SCALE: 1/4 =1-0 <br />EXPANSION JOINT <br />_r / <br />SINGLE -COMPONENT <br />POLYURETHANE <br />SEALANT 3/4" THICK <br />CONTROL JOINT/„ 1" DEEP <br />STRUCK JOINT <br />4 Sidewalk Detail <br />SCALE: 1 1/2" =1'-0" <br />6 Curb Detail <br />SCALE: 1 1/2" =1T' <br />NON -BEVELED CLAY <br />PAVERS 3" NOMINAL <br />THICKNESS, SEE PLAN <br />FOR SIZE AND PATTERN, <br />SLOPE 1% MIN - 2% MAX <br />a <br />9 Paver Detail <br />SCALE: 1 1/2" = V-0" <br />8" <br />1. ALL JOINTS TO BE TOOLED <br />UNLESS NOTED OTHERWISE <br />2. ALL EXTERIOR CONCRETE <br />SIDEWALKS TO BE 4" THICK <br />3,000 PSI CONCRETE REIN- <br />FORCED WITH GRADE. <br />6 X 6 X 1.4 X 1.4 W.W.F. OVER <br />COMPACTED FILL. <br />3. CONTROL JOINTS SPACED <br />AT 6' OC MAX. RE: SIDEWALK <br />PLAN FOR EXACT SPACING <br />AND LOCATION OF JOINTS. <br />NEOPRENE ADHESIVE <br />OVER 3/" SETTING BED <br />93" SAND 7% ASPHALT <br />RE: SPECIFICATIONS FOR <br />ADDITIONAL INFORMATION <br />(1) 2" WEEPHOLE AT LOW <br />POINT - 24" OC - SCREEN <br />AS NECESSARY <br />PAVING RE: CIVIL <br />CONCRETE CURB RE:A100-4 <br />4" REINFORECED <br />CONCRETE MLD SLAB <br />TO ENG. SPECS <br />SUBGRADE (95% <br />COMPACTED) <br />CRUSHED GRAVEL%" <br />TOP SIZE, 4" MIN <br />VEHICULAR - ASTM D <br />2940 WILL VARY PASED <br />ON LOADING <br />CONDITIONS (96% <br />COMPACTION) <br />v <br />V <br />W <br />O <br />Q_ <br />O <br />L_ <br />CD <br />Cu N� <br />c <br />co <br />•� Cu M C <br />U <br />^♦ <br />�V <br />LLI <br />cc cc <br />LL <br />C. <br />N <br />L > <br />w <br />J <br />M I— to <br />U <br />C <br />O <br />E <br />E <br />Q <br />U <br />L_T_ <br />5�9 <br />�� <br />NCL`c <br />�vi:3 <br />Lu <br />06 F U <br />CU E <br />}.._ >% o <br />w <br />V Lu <br />0 <br />CD Q. (A <br />cc <br />LL�YNIZ <br />a <br />z <br />Z <br />o <br />g <br />U) <br />CQ <br />M <br />CO <br />m <br />CO <br />Cn <br />U) <br />x <br />J <br />m <br />a <br />a <br />ti� <br />c� <br />0 <br />0 <br />(0 <br />O <br />o <br />a-� <br />o <br />J <br />w <br />Z <br />M <br />o <br />O Lu <br />piF- <br />0 <br />o <br />m <br />w <br />w <br />I— <br />ca <br />d <br />U <br />A101 <br />