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Survey <br /> Line <br /> Const. <br /> — ►�0- 1 .5'11__w__ <br /> Const. <br /> Limits of Clearing and Grubbing Limits of Clearing and Grubbing <br /> I <br /> 20' ' 20' 20' ' 20' <br /> 16' MOW i 16' mow 4' 16' ►-I-r 16' 4' <br /> I Limits of Mailbox Relocation. I <br /> iWidening 10'- 11 .5'—��---8.5'- 10' Wid ning Refer to Shoulder Detail for deviations. 3'-6' 6'-9' <br /> Conform- Conform <br /> ------------------- <br /> — ------- ----------- <br /> Existing Roadway 0.25' Asphalt Concrete Base (Typ.) Existing Roadway 0.25' Asphalt Concrete (Overlay) <br /> TYPICAL SECTION — ASPHALT CONCRETE BASE TYPICAL SECTION — ASPHALT CONCRETE SURFACING , <br /> Sta. 427+87t To Sta 442+00 Sto 427+87f To 480+52f M. <br /> Sta. 471 +00 To Sta. 480+52f <br /> No. 21258 <br /> * r'v FA-w <br /> DESIGN DESIGNATION �9�FCFCIV <br /> (10 YEAR — 2004) <br /> A.D.T. = 1550 T = 2% <br /> D.H.V. = 148 V = 55 <br /> D. = 55% <br /> Survey <br /> Line <br /> Z Construction <br /> Const. Const. <br /> I Limits of Clearing and Grubbing <br /> Limits of Clearing and Grubbing E.P. Typical <br /> I <br /> 20' 20' dge of Traveled Way <br /> 2, —16' 12' (Typical) <br /> � 12' .,r <br /> I <br /> 3'— 10'x-1 .5'-3'� 7'-8.5' 7.5 —9' <br /> � <br /> Widening 1 I Widening <br /> Conform <br /> 2% -------- Var. l ar. <br /> Direction of Travel <br /> Existing Roadway 0.25' Asphalt Concrete 4410= <br /> 0.10' Asphalt Concrete <br /> Base (Typ.) TYPICAL TRAFFIC <br /> (Leveling) SHOULDER DETAIL <br /> Sta. 455+00± To Sta. 467+00f (Lt.) LANE LAYOUT <br /> TYPICAL SECTION — ASPHALT CONCRETE BASE & LEVELING <br /> Sta. 442+00 To Sta. 471 +00 6 <br /> 7 , z <br /> w <br /> 'All Ir' <br /> w <br /> V) J <br /> Z It <br /> DRAWN BY DATE w <br /> N SHEET TOTAL <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVED DATE DAVIS ROAD WIDENING / RESURFACING <br /> 5� �' ' S9 LL si74 03� 594 J � COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS Eight Mile Rd. to Armstrong Rd. N2. SHEETS <br /> FILE NAME DRAWER SHEET N0. ACAD <br /> �• C:\SAM\TYPSEC <br />