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HomeMy WebLinkAboutR-394618I 00 N O N N O 00 O 0 / 0 / z c� v� w 0 / In 0 0 O 00 O z O z w w cr) O w O w w CONCRETE ROADWAY RAMP C a a a EMIT L 4 ` 4 Q Q Q d p d a 20, wA a RoA RAMP \_ SAWCUT AS INDICAT PLANS. NEW PAVEMENT FLUSH WITH EXISTING PAVE PROVIDE TACK AND COA SEAL JOINT WITH AR4000. CEMENT CONC. TRAFFIC CURB BEGINS WITH 0" EXPOSURE CEMENT CONC. TRAFFIC CURB BEGINS WITH 0" EXPOSURE. END CURB & GUTTER WITH 0" EXPOSURE. CEMENT CONC. TRAFFIC CURB ENDS WITH 0" EXPOSURE. BEGIN CURB & GUTTER a "CEMENT CONC. DRIVEWAY a ° ° 4a ENTRANCE" PAY LIMIT pRj SEW ° 6' Q —"CEMENT CONC. DRIVEWAY a ° AY E'1v G E Q ° apR�� ENTRANCE PAY LIMIT CONCRETE ROADWAY RAMP - a° a ° RANGE ° a° a a a VAS My ENT Cp/vc u 4 ° Ea 1 4 c�TTER a RoApw a A Y RAMp DRIVEWAY D1 DETAIL N TS HMA CL Y" PG 64-22 1JIJlYlI r,,a I L_Li 1+ USBC SUBGRADE PARKING AND DRIVEWAY PAVEMENT NOTES: 1. GRADE DRIVEWAY PAVEMENT TO ENSURE POSITIVE DRAINAGE TO EXISTING AND PROPOSED DRAINAGE STRUCTURES. HMA DRIVEWAY DETAIL N TS CURB & GUTTER ENDS WITH 6" EXPOSURE. CURB & GUTTER BEGINS WITH 0" EXPOSURE. DRIVEWAY D2 DETAIL N TS CEMENT CONC. TRAFFIC CURB BEGINS WITH 6" EXPOSURE.