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TYPE "All <br />JOINT <br />P. T%p,:3 5' -0" [ TYP. ) <br />ANEW SIDEWALK 4�� ON I N �4 PER FT. <br />I �� SLOPE <br />TYPE 11B" A -J EX I ST. S I DEWALK BACK OF <br />JOINT WALK LINE <br />TYPE " A" JO I NT <br />PLAN gFr:T I nN A- A <br />iia R �d R fT Iia R <br />pPREMOLDED EXPANSION <br />JOINT MATERIAL <br />TYPE "All TYPE "B" TYPE " C" <br />JOINT DETAILS <br />CONCRETE SIDEWALK <br />N. T. S. <br />BROOM FINISH <br />GUT1 <br />EDGE OF PAVEM <br />TANDARD 6" CURB <br />NOSE DOWN TO <br />FINISH GRADE SURFACE AS SPECIFIED <br />TYPICAL ELEVATION <br />STANDARD CURB NOSING <br />N. T. S. <br />EXISTING PAVEMENT <br />AND BASE <br />PROPOSED <br />illMILLING AND 1 RESURFACING <br />SEE SHEET C -i FOR LIMITS OF WORK <br />COLLINS <br />EXISTING BASE <br />AVENUE <br />N. T. S. <br />DESIGN SPEED = 35 MPH <br />MILLING <br />MILL EXISTING ASPHALT PAVEMENT [1' AVG. DEPTH) <br />[3/4' BELOW LIP OF GUTTER AT LOW SIDE) <br />RESURFACING <br />TYPE SP STRUCTURAL COURSE (TRAFFIC LEVEL C) 100 LBS/SY. PER i' LIFT) <br />ASPHALTIC CONCRETE FRICTION COURSE FC -9.5 [iiO LBS/SY RUBBER) <br />2" R <br />r- PAVERS <br />BASE <br />TYPE " D" CURB <br />N. T. S. <br />PROPOSED SIDEWALK <br />PROP <br />2' CURB & GUTTER (TYPE " F" ) <br />6" 1' -6" <br />2' <br />r7 3� � <br />^clu (D 3/4' _ <br />B� <br />TYPE " F" CONCRETE <br />CURB & GUTTER <br />3/4 <br />N. T. S. <br />8" <br />2- _011 <br />VALLEY GUTTER— <br />N. T. S. <br />SITE AND PAVING DETAILS <br />Z <br />O <br />O) <br />CU <br />Ln <br />�-+ <br />m <br />c <br />Cc <br />o <br />m <br />a <br />M <br />M <br />0- <br />z z <br />°C <br />a <br />o <br />LL <br />w CC <br />m <br />O (-U <br />LL <br />O O <br />O O <br />J Z <br />c w <br />F- <br />_ U <br />wa <br />> <br />LI U <br />-� <br />Lf) <br />Q LC) <br />� <br />_ <br />C� J <br />— <br />0 - <br />LL <br />0 LL <br />m: LC-)Im <br />O <br />U <br />> <br />c c — <br />cc <br />z a <br />Q Cr <br />-1 1- <br />m <br />rn <br />U N <br />N N <br />Q <br />LV LL <br />C <br />U) <br />M LD <br />TT>'' <br />�IIJ <br />U) <br />I I I <br />CU <br />LO <br />> <br />VJ LO <br />W ,�Lf) <br />E <br />n <br />V 1J <br />J O <br />a) <br />U) m <br />Q v <br />LL <br />ail <br />J <br />O <br />LCI <br />LCI <br />co <br />Q <br />0 <br />Cc <br />O <br />J <br />LL <br />L <br />Q <br />z= <br />Cf) <br />L <br />U <br />W°° <br />Q <br />L <br />U) <br />Q <br />Z <br />Z <br />Cn <br />L <br />O <br />-J <br />Cf) <br />O <br />U <br />— <br />Z <br />� <br />Q <br />O <br />Z <br />U <br />O <br />CO <br />Z <br />::D <br />CD <br />U) <br />L- <br />0 <br />U <br />no <br />date <br />revision/issue <br />designed <br />R. <br />VARGAS <br />drawn <br />N. <br />SERRATE <br />checked <br />L. <br />SERRATE <br />approved <br />R. <br />VARGAS <br />prod no <br />15004-01 <br />scale <br />AS <br />SHOWN <br />date <br />JULY 17, <br />2015 <br />cad ref <br />15004-42 <br />RODOLFO J. VARGAS <br />PE * 35648 <br />drawing <br />C <br />— 2 <br />