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Const. Const. i Limits of Clearing and Grubbing and Mailbox Relocation 2❑ -- _ Existing Curb, Limits of Earthwork (Misc. Areas) 1❑12' _ __ _12' Gutter & - ---- -- - - - -- See Sidewalk 18'f - I 12' 4' 1't Shoulder -- - -�' - - - r 24' Pavement Reinforcing Fabric Details Remove Existing Conform 0.35' A.C. Overlay I A.C. Surfacing r—� I 0.25' A.C. Overlay ® Lip -' Var. I Var. Var. Var. . _ _ _ _ Varma Exist. Conc. Curb — J to remain (Typ.) Existing Roadway Aggregate Base of Earthwork (Misc. Areas): Shoulder Backing Existing Roadway Shape and Recompact 12'-15' @ Sta. 118+50 to Sta. 124+00 (Lt.) Existing Aggregate Base TYPICAL SECTION P.C.C. Curb ® Sta. 169+00 to Sta. 170+00 Sta. 98+80 to Sto. 169+00 TYPICAL SECTION Const. Sta. 169+00 to Sta. 173+83 Const. a Limits of Clearing and Grubbing Limits of Clearing and Grubbing . and Mailbox Relocation ' and Mailbox Relocation GENERAL NOTES S > _�2' 6' . 1'f 12' 3❑ 4' 1 1•f 1. The AR viscosity grade for asphalt binder shall be AR 4000 for mo 4' 2' both Type "A" and Type "B" asphalt concrete. i Conform 2. Shoulder Backing material at all intersection radii shall be blended with the top 6" of native soil material as directed by the Engineer. Payment for blending shall be considered as included in the z , i Vac� � i ' contract unit price paid for Shoulder Backing. r 0.25' A.C. Overlay-- — Shoulder Backing — 3. All shoulder work (except for final lift of shoulder backing) oo Detail 1 0.25 A.C. Overlay shall be completed prior to placing final layer of asphalt concete. > Detail 2 4. Asphalt Concrete shall be placed as noted below: 3❑ • 0.25' Thickness: Two (2) approx. equal layers with SHOULDER SCHEDULE 8' ® Sta. 100+80 to Stu. 104+37 (Rt.) reinforcing fabric placed over existing or prepared surface. Sta. to Sta. (Right) Detail 4'-8' ® Sta. 104+37 to Sto. 104+50 (Rt.) • 0,35' Thickness: A 0.15' thick surface layer placed over 8' ® Sta. 117+00 to Sta. 125+60 (Rt.) a 0.20' thick base layer. ( w �, 98+30 to 99+17 1 0'-8' ® Sta. 125+60 to Sta. 126+30 (Rt.) v� 100+80 to 111+30 2 5. The County has applied for Encroachment Permits from Caltrans _111+30 to 117+00 1 and the City of Stockton for work in their respective right-of-way. f117+00 to 126+30 2 Contractor shall execute these permits and shall comply with all A 126+30 to 169+00 1 terms and conditions contained therein. 1 m SHOULDER DETAILS 6. All fences shad remain in place. � o W COUNTY OF SAN JOAQUINNO SCALE TYPICAL SECTION SOUTH 99 FRONTAGE ROAD (EAST) RESURFACING Sheet No. Marfar oo Drive to Mariposa Road 2 of 8 (D�yRA�WN BY DATE ////��P��R�OJECT ENGI EER DATE CHECKED CHECKED DATE SU ITT DATE �APPPPRO,V'AL RECOMMENDED DATE