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TYPE I. STANDARD S' CURB <br />EDGE OF PAVEMENT <br />TYPE 2 <br />NOSE DOWN TO ^ SURFACE AS SPECIFIED <br />FINISH GRADE f <br />TYPICAL ELEVATION <br />STANDARD CURB NOSING <br />N, T. S. <br />a <br />6' X 6" - 10/10 <br />GALVANIZED HIRE MESH <br />6' CONCRETE PAVEMENT <br />a' LINE ROCK BASE PER OOT SEC 913 <br />PEERPA?pITN DT1557X0R AASHT0 TNISOY <br />C0NPAI!1EO0TOD9SRDNAAD0RT OENSI}Y <br />PER AS }N 0•IS57 oR AASNTO V 80 <br />NOTES: <br />1. CONCRETE SHALL BE CLASS I, 3000 PSI AT 2B DAYS <br />2. PROVIDE LOGITUDINAL AND TRANSVERSE CONTRACTION <br />AT A MAXIMUM SPACING OF 15' EACH HAY. <br />CONCRETE PAVEMENT DETAIL <br />N. T. S. <br />'V <br />t, <br />1 <br />FOR SITE PLAN APPROVAL ONLY <br />NOT TO BE USED FOR CONSTRUCTION <br />SITE AND PAVING DETAILS <br />z <br />O <br />N r c <br />a ¢~ M <br />o Q <br />s o <br />Q W 6 ON <br />° LL E 1- LL N <br />° <br />0 J Z _ <br />Q W Q y N <br />Q W AA a N <br />U O YN <br />W Y LL J O <br />1- z <br />�nl <br />JOI <br />VIII ;J <br />In <br />Y1 <br />W <br />m <br />0 a <br />J Q <br />m W O <br />O <br />z = U <br />Q �a <br />J <br />Q O U) <br />0] J <br />I— Qz cn <br />Q LL z <br />Q >- <br />Z <br />Q J ¢U) <br />u. <br />3 <br />= z O <br />U <br />Q Cf) E- <br />LIJ u <br />m <br />revlsl <br />designed R. VARGAS <br />drawn <br />N. SERRATE <br />Checked <br />L. SERRATE <br />approved <br />R. VARGAS <br />prof no <br />12025 -01 <br />scale <br />AS SHOWN <br />date <br />OCT 29. 2012 <br />cad ref <br />12025 -12 <br />RODOLFO J. VARGAS <br />PE • 35648 <br />drawing <br />C -2 <br />