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i /17 <br /> I <br /> M. <br /> Const. No. 21258 <br /> 1 Const. � Exp. 9-30-97 <br /> Limits of Clearing and Grubbing I 9TF cm\1 <br /> CO <br /> Var. 4' 12' 2=4' 4' •T� Var. Limits of Clearing and Grubbing <br /> and Earthwork (Misc. areas) <br /> Low Dike <br /> (Type C) Var. 4' 12' <br /> Conform ���e- 2% 2q <br /> 2r f Conform <br /> —Var. <br /> Conform <br /> 0.60' Asphalt Concrete <br /> Existing Roadway <br /> 0.70' Shoulder Backing 0.70' Asphalt Concrete 0.70' Asphalt Concrete <br /> Sta. 142+00 to Sta. 155+00 Lt. 0.70' Shoulder Backing <br /> Sta. 142+00 to Sta. 148+50 Rt. Sta. 148+50 to Sta. 150+49 Rt. <br /> Sta. 150+49 to Sta. 155+00 Rt. SHOULDER DETAIL 1 <br /> SHOULDER DETAIL SHOULDER DETAIL Const. <br /> Limits of Clearing and Grubbing <br /> Limits of <br /> TYPICAL SECTION (Misc.w aror <br /> ° eas) <br /> AIRPORT WAY @ DIVISION AVE. <br /> 12' 4' Var. <br /> Sta. 142+00 to Sta. 155+00 Const. <br /> Note: Refer to Cross—Sections Limits of Clearing and Grubbing <br /> for minor deviations. i I Var.� <br /> Limits of Earthwork r -- _— _- - - — — — — — — — — — <br /> (Misc. areas) <br /> Conform <br /> 12' 4' Var. Conform <br /> 1 <br /> Variable Depth <br /> — Varma Shoulder Backing <br /> - - -_ - -_ — <br /> _ — - - - - - % <br /> Const. r - -- — — — — ? SHOULDER DETAIL 4 <br /> I I : Existing Roadway <br /> EL GEND <br /> L— 12' 2=4' 4' Var. 0.70' Shoulder Backing "' Native Soil from Excavation <br /> SHOULDER DETAIL 2 <br /> Place Rock Slope Protection <br /> (Facing Method B) <br /> �Rock Slope Protection Fabric. 2' SHOULDER DETAIL SCHEDULEConst, Sta. to Sta. Detail Lt. Detail Rt. <br /> 3' Existing Triple 60"0 Pipe I 90+00 98+00 • 3 <br /> 0°00°00°00°00°00°0000°00000°00°00°00°00°00°0000000°00°00°00°00°000000 <br /> 00°°°°°°°00000°00°°°°00°° 00 00 00 00 00 00 0 ° ° o 0 0 0 0 0 Limits of Clearing and Grubbing 98+00 100+00 s 4 <br /> lo° o° o° o° o° o° o° o° o° o° 0° o° o° o° o0 00 00 00 00 00 00 00 00 0° o <br /> 00 °° 00 °° 00 00 00 00 00 00 00 00 00 00 00 00 °° 0° °° 0° 0° °° °° 0° 0 1 t 102+00 <br /> 00 0 00 0 00 0 00 0 0000 0000 0000 0000°0 0000000000 a0 000 000 000 000 000 000 000000 000 000 0°00°00 <br /> °° °° °° °° °° °° °° °° °° 00 °° �-� 12' �— 4' Var. 102+00 103+00 . a <br /> 0 <br /> o° <br /> b0o000000000000000000000000000000000000°00°°0°°0°00000000°00°00°00000°00000°000°00 103+00 108+00 3 • <br /> 000000°00°0000000000000000000000000°000000000000000°00°00°00°00°00°00°00°00°0°°0°°0 <br /> 0° 0° 0° 0° 0° 0° 0° 0° 0° 00 00 00 00 00 00 00 00 00 00 00 00 00 0 108100 113+00 3 3 <br /> 00000000000000°0000000000°0000000000000000000000°00000000°00°00°00000°00000°000°00°00 <br /> 0 0 0 0 0 00-DO-00-00,00,00,0°00°00°°0°°0°00°00°00°00°0°00°00°00°00°00°00°0000°°0°00 <br /> Va_r_� Conform 113+00 113+60 2 <br /> y ----------------_,__-- - Var.%, 113+60 114+00 3 <br /> ------ ` <br /> " ✓� - -- �� 114+00 117+00 4 3 <br /> ------- - <br /> � ��� �`������%��i�`i i 117+00 118+00 4 2 <br /> Crushed Rock Pipe Backfill Existing Roadway <br /> to 1' above pipe 118+00 118+75 4 4 <br /> 118+75 119+75 1 4 <br /> 119+75 122+00 4 4 <br /> HALF SECTION CSP CROSS DRAIN Variable Depth 122+00 128+00 2 3 <br /> Shoulder Backing 128+00 133+45 4 4 <br /> ROCK SLOPE PROTECTION AND SHOULDER DETAIL 3 133+45 133+85 1 4 <br /> 133+85 135+00 3 4 <br /> CRUSHED ROCK PIPE BACKFILL 135+00 140+00 3 2 <br /> 142+00 142+00 2 2 <br /> Sta. 149+151 SHOULDER DETAILS <br /> 142+00 155+00 Refer to Typical Section <br /> 155+00 199+00 3 1 3 <br /> 199+00 202+40 s 3 <br /> * Does not require shoulder work. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Jeff Ross 4/97 S COUNTY OF SAN JOAQUIN SCALE AS SHOWN TYPICAL SECTIONS AIRPORT WAY FLOOD DAMAGE REPAIR No. SHEETS <br /> 6p� �° _1&0 � h) F, r/u s�/7 m r� �j4, 7 (San Joaquin River to Mortensen Road) 2 5 <br /> FILE NAME DRAWERSHEET NO. ACAD REVISIONS DATE <br /> 44 I a\finol\1997\april\airport\tyosec <br />