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Const. GENERAL NOTES: Limits of Clearing and Grubbing 1. Contractor shall scarify native soil adjacent to pavement ' at intersection radii to a depth of 6" and blend shoulder 1 4' 1 2' l 12' 4' backing material prior to compaction. Limits of this work shall be confined to intersection rodii plus 50 feet in each 0 22' Pavement Reinforcing Fabric o direction. Payment for blending shall be considered as included in the price for Shoulder Backing. C Var. Var_ c ��• Va=` 2. Existing drainage facilities shall remain in place unless otherwise I 4Z noted. The Contractor shall conduct earthwork operations as J�� ; not to modify or obstruct the existing drainage. Shoulder ---------------- ---------------------------------------J °U 9 ( yP-) L----_-- Exist. Roadway (except Baskin T % 3. All earthwork exce t for final shoulder grading) shall be TYPICAL SECTION Earthwork (Miscellaneous�10*1__11 completed prior to placing final lift of asphalt concrete. 0.1 7' Asphalt (Woodbridge Rood) Areas - Type 1) See 4. Placement of asphalt concrete overlay shall not begin until Concrete Overlay Sto. 10+11 to Sto. 52+16 note 8, this sheet. the asphalt concrete used in pavement repair and leveling Sto. 60+17 to Sto. 90+50 has been in place for 18 hours. 5. Asphalt Concrete shall be placed as noted below: 0.17' Thickness Const. One (1) layer over existing surface or leveling. Pavement Limits of Clearing and Grubbing reinforcing fabric shall be placed on the existing surface. 6. All existing trees, shrubs, fences and other frontage 9' 2' 12.5't 12.5'* 2' improvements are to remain in place unless otherwise noted. CID 7. Top Soil shall be used in place of Shoulder Backing at the following A.C. Dike to locations on Ray Road: 22' Pavement Reinforcing Fabric remain in place, 4': Sto. 2+20 to Sta. 5+00 (Lt.) 1 o unless otherwise 4': Sto. 5+50 to Sta. 7+25 (Lt.) D --Ij CID Var• Vor_ , - noted on the plans 2': Sto. 7+25 to Sta. 7+45 (Lt.) D ' 2': Sto. 7+65 to Sto. 8+25 (Lt.) o A.C. Dike ; --- Where Top Soil is required it shall conform t h __ __ q o the requirements of � r to remain �n lace L- --- ----------------- -- ------------------- ------ ,. m P -- - -------------J Section 20-2.01, Top Soil,' of the Standard Specifications, see Z Exist. Roadway 0.17' Asphalt a, Special Provision 19S. 0.17' Asphalt TYPICAL SECTION Concrete Overlay 8. Three (3) localized areas of erosion, shown on the plans as ''' Concrete Overlay (Woodbridge Road) "Earthwork (Miscelloneous Areas - Type 1)," shall be repaired Sto. 52+16 to Sto. 60+17 Earthwork (Miscellaneous to match existing adjacent grades. Borrow shall be used from Areas - Type 1) See "Earthwork (Miscelloneous Areas - Type 2)." � note 8, this sheet. 0 Const. Const. Limits of Clearinlg and Grubbing i --Limits of Clearing and Grubbing i Earthwork 1 ' �4 10' 10 4' 1 ' (Miscellaneous Areas Type 2) E L_ I E I 10't 4' 3' 4' E Var. Var. 0 o c w U o I 8% U -- r -- --------- ---- ---------- -----J 1 -- _ ____ o Shoulder Variable Depth Exist. Roadway I �Or\77� D Backing (Ty P 0.17' Asphalt � I A.C. Leveling TYPICAL SECTION ConcreteOverlayI __--------- \ X See Sheets 6 & 7u (Roy Rood) Exist Roadway Shoulder Backing -� Overlay: Sto. 0+50 to Sta. 11+00 y r; Leveling: Sto. 0+50 to Sto. 8+50 EARTHWORK (MISCELLANEOUS AREAS — TYPE 2) P O Place Top Soil — Sto. 2+20 to 8+25 (Lt.) � See Eorthwork Detoil (Ray Rood) See Note 7, this sheet. this sheet. Sto. 8+00 to Sto. 9+78 (Rt.) COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS WOODBRIDGE ROAD RESURFACING sheet No. (Thornton Rood to Roy Rood) 2 of 9 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE D.Gambini 4/06 1sw"i