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N. <br />A <br />. <br />P <br />. <br />N.A.P.N.A.P. <br />SCCER PITCH <br /> <br />SCCER PITCH <br /> <br />BEACHLLE <br /> <br />STREET <br />SCCER <br /> <br />STREET <br />SCCER <br /> <br /> <br />BI <br />R <br />C <br />H <br /> <br /> <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />(P <br />U <br />B <br />L <br />I <br />C <br />) <br />ST <br />A <br />K <br />E <br /> <br />S <br />P <br />O <br />R <br />T <br />S <br /> <br />F <br />O <br />O <br />T <br />L <br />A <br />B <br />SHEET NUMBER <br />Know what's below. <br />before you dig.Call <br />40 <br />0 <br /> <br />W <br /> <br />W <br />A <br />R <br />N <br />E <br />R <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />92 <br />7 <br />0 <br />7 <br />LICENSED PROFESSIONAL ENGINEER <br />STATE OF CALIFORNIA <br />ERIC A. ROBLES <br />CIVIL <br />SO <br />U <br />T <br />H <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />PAVING AND GRADING NOTES: <br />CONSTRUCT 6" CONCRETE CURB, TYPE A1-6, PER SPPWC STD PLAN 120-3. <br />CONSTRUCT 6" CONCRETE CURB AND GUTTER PER CITY OF SANTA ANA STD <br />PLAN 1101. <br />CONSTRUCT TRUNCATED DOME PER CBC. TRUNCATED DOMES SHALL EXTEND <br />FULL WIDTH OF RAMP AND 36" IN DIRECTION OF TRAVEL. <br />CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF SANTA ANA STD PLAN <br />1104. <br />CONSTRUCT ASPHALT PAVEMENT. MATCH EXISTING PAVEMENT SECTION. <br />CONSTRUCT 0" CONCRETE CURB. <br />CONSTRUCT 24"X24" CONCRETE SPLASH PAD AT THE ROOF DRAIN <br />DOWNSPOUT. <br />CONSTRUCT MODIFIED CURB RAMP, CASE B TYPE 1, PER SPPWC STD PLAN <br />111-5. SEE DETAIL 1 SHEET 10. <br />CONSTRUCT MODIFIED CURB RAMP, CASE A TYPE 1, PER SPPWC STD PLAN <br />111-5. SEE DETAIL 1 SHEET 10. <br />CONSTRUCT 4' CONCRETE V-GUTTER PER SPPWC STD PLAN 122-3. SEE <br />DETAIL 2 SHEET 10. <br />CONSTRUCT PARKWAY DRAIN, CASE I INLET, PER CITY OF SANTA ANA STD. <br />PLAN 319. <br />CONSTRUCT RETAINING CURB PER DETAIL 5 SHEET 9. <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />ATCHLINE SEE SHEET <br />A SOUTH STAIRS AND RAMP DETAIL <br />1" = 10' <br />44 <br />4040 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />LEGEND: <br />44 <br />N <br />PER SEPARATE PLAN: <br />TRASH ENCLOSURE <br />STAIRS <br />RAMP WITH HANDRAILS <br />LIGHT POLE <br />AA <br />BB <br />CC <br />DD <br />AA <br />CC <br />BB <br />BB <br />CC <br />CC <br />46 <br />46 <br />42 <br />43 40 <br />B EAST ADA PARKING AND RAMP DETAIL <br />1" = 10' <br />40 <br />40 40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />40 <br />4141 <br />CC <br />50 <br />50 51 <br />51 <br />51 <br />51 <br />40 <br />40 <br />40 <br />40 <br />40 <br />51 <br />40 <br />47 <br />47 <br />40 <br />46 <br />49 <br />49 <br />49 <br />49 <br />49 <br />Q: <br />\ <br />3 <br />2 <br />4 <br />0 <br />2 <br />7 <br />9 <br />\ <br />D <br />w <br />g <br />\ <br />S <br />h <br />e <br />e <br />t <br />s <br />\ <br />3 <br />2 <br />4 <br />0 <br />2 <br />7 <br />9 <br /> <br />- <br /> <br />g <br />p <br />. <br />d <br />w <br />g <br />, <br /> <br />6 <br /> <br />S <br />O <br />U <br />T <br />H <br /> <br />G <br />R <br />A <br />D <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />, <br /> <br />1 <br />1 <br />/ <br />1 <br />3 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />4 <br />: <br />4 <br />6 <br />: <br />1 <br />4 <br /> <br />P <br />M <br />, <br /> <br />j <br />r <br />l <br />Behrooz Sarlak 2/26/2026