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EXISTING ASPHALT -J <br />ROAD SURFACE <br />M I N. -T I -C Kt <br />ASPHALT WITH <br />RIGHT OF WAY <br />WITHOUT CULVERT <br />�----6' M I N ----�1 <br />6" LIMEROCK, SHELL, OR <br />MARL BASE COMPACTED <br />TO 95% DENSITY <br />(AASHlO T180) <br />PROPERTY LINE <br />450 2' LOCAL <br />4' SECONDARY <br />1 <br />I 3 E <br />8' ARTERIAL <br />FIGURE 3 A <br />rr i I n UU LV tK I MATCHING GRADES SEE <br />STANDARD INDEX #515 <br />EXISTING ASPHALT X 6" LIMEROCK, SHELL, OR <br />R-O-AI�-- S U R FAC E <br />� �' MARL BASE COMPXCTED <br />TO 95 G SITU <br />MIN., I" THICKNESS (AASHTO T180�) <br />ASPHALT WITHIN\—FDOT APPROVED C.M.P. 12" MIN. DIA. <br />RIGHT OF WAY <br />II MIN. 5' MIN. SETBACK <br />PROPERTY LINE <br />MIN, OF 2' IS TO <br />EYON D �A�TQATE D <br />NOMINAL DRIVEWAY PIPE CULVERT <br />WIDTH ON EACH SIDE MIN. 12" DIA. <br />MITERED END IF -M <br />CLEAR ZONES. <br />FIGURE 3B <br />INDIAN RIVER DATE STANDARD ROAD DET e11 <br />COUNTY 6-86 RESIDENTIAL <br />ENGINEERING REVISION TYPICAL ASPHALT <br />12-86 <br />DEPARTMENT =�9I --])-RIVEWAIr' CONSTRUCTI <br />SmeadSoft Reprint Date: Friday, August 23, 2013 - 12:28:17 - OfficialDocuments:642, Attachment Id 0, Page 19 <br />