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5 0 5 10 <br />SCALE �N FEET <br />,EXISTING CURB TO REMAIN <br />0 <br />CL) <br />E <br />u <br />LF) <br />0 <br />cD <br />o <br />C-\i <br />LL-1 <br />WE <br />CA <br />A <br />co <br />Lo <br />L) <br />LO <br />10 <br />Q0 <br />0 <br />CO <br />0 <br />NEW 6" CURB <br />EXISTING CONCREITE <br />SIDEWALK <br />NEW ASPHALT PAVEMENT --- HMA (CL 1/2") <br />MATCH EXISTING ASPHALT TFflCKNESS <br />NEW CONCRETE PAVEMENT <br />(6.0" DEPTH) <br />a <br />MATCH EX�S7NG GRADE AT EDGE <br />8 0' W0E TRANS170N AREA <br />6.0 <br />8.0' WIDE TRANSITION AREA <br />I I <br />MATCH EXDSTING GRADE AT EDGE <br />GRADE BREAK <br />NEW 8" CURB <br />9 <br />EXISTING CONCRETE �3,,IALL <br />Ir <br />c� <br />I;z <br />C63 0. <br />EXISTING POND <br />GRADE BREAK <br />NEW CONCRETE SIDEWAL'I <br />EXISTING CONCRETE <br />SIDEWALK <br />C. <br />p II U) <br />LLJ <br />I < <br />LU <br />R Nam omm PRO= <br />Mium <br />T-avamp. <br />M <br />Z, <br />LJJ <br />Lj <br />0 <br />W <br />LLB <br />� <br />CN <br />00 <br />>72 <br />LLJ <br />< <br />< <br />ui <br />0) <br />- <br />LLI <br />0 <br />< <br />Lu <br />0 <br />0 <br />N <br />C�� <br />LLJ <br />> <br />LEI <br />011D <br />c) <br />LIU <br />cl) <br />w <br />0 <br />Q <br />I I PROJECT 13958-061 <br />I DATE 3/8/2019 <br />