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Const. � <br /> sOf ey' TYPICAL SECTION <br /> i •Limits of Clearing and Grubbing Sta. 0+ 18 to Sta. 0+48 <br /> -.q' Ste. 52+42 to Sta. 53+35 <br /> Conform 1 <br /> Conform • Limits of Mailbox Relocation <br /> �-% Vim` * Painted Yellow <br /> Variable Depth Shoulder Backing (Typ.) - --Existing Roadway <br /> A.C. Leveling (Average thickness is 0.05') 1 L 0.25' Asphalt Concrete <br /> Const. <br /> Survey- <br /> Limits <br /> u;ey*Limits of Clearing and Grubbing . TYPICAL SECTION <br /> T I Earthwork Ste. 0+48 to Sta. 52+42 <br /> ' Roadway <br /> (Miscellaneous areas) <br /> Widening Conform Sta. 53+35 to Ste. 93+00 <br /> r- 4 cif 4'-�f-- - 10' -10,_- 89, 2 _3'. <br /> V-2.6' • Limits of Mailbox Relocation <br /> Conform 8% -Var. Vor. - � � ' Painted Yellow <br /> y n Vor �— 0 See sheet 2 for Roadway Widening Schedule <br /> r <br /> - - - - <br /> ,-•9t - - - Conform Em <br /> Asphalt Concrete (Type B) Leveling <br /> Variable Depth Shoulder BackingExisting Roadway <br /> i z - 0.25' Shoulder Backing <br /> A.C. Leveling (Average thickness is 0.07') <br /> m <br /> K0.25' A.C. Widening - 0.25' Asphalt Concrete <br /> o <br /> Const C <br /> Survey- <br /> •Limits of Clearing and Grubbing TYPICAL SECTION <br /> (A Roodwayl Sta. 93+00 to Sta. 05+00 <br /> _ ` Widenings 1 <br /> 4' 4' -�4' 4' • Limits of Mailbox Relocation <br /> m 1 -2.6" - a Painted Yellow <br /> P Conform- -Conform <br /> N o 8% Var. Va 8� V 0.17' Sta. 103+00 to Sta. 105+00 <br /> 0 See sheet 2 for Roadway Widening Schedule <br /> MM <br /> rc Asphalt Concrete (Type B) Leveling <br /> m Variable Depth Shoulder Backing (Typ.) -- Existing Roadway <br /> 7 0.25 A.C. Widenin A.C. Leveling (Athickis 0.081) LA gJ eve (Average thickness 0.25' Asphalt Concrete <br /> COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION WAGNER ROAD RESURFACING sheet No. <br /> (State Highway Route 120 to Lone Tree Road) 3 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHE KED DATE SU MMED DTE APPROVA ECOMMENDED ATE <br />