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i Const. Const. ' I Limits of Clearing and Grubbing and Earthwork Limits of Clearing and Grubbing and Earthwork 13.5'± �i 13.5'± 13.5'± I� 13.5'± AEorthwork A Earthwork A EarthworkI _ A Earthwork 24' Pavement Reinforcing Fabric Soil Stabilization Fabric (Full Width) (Mist. Areas) I (Mist. Areas) (Mist. Areas) I (Mist. Areas) 4' 7.5' 7.5' 4' 1 7.5 24' Pavement Reinforcing Fabric 8'± 0. 1' Earthwork _ 4% ± 4% (MiscellaneousAreas) �% " ' ' Earthwork (Miscellaneous Areas) - - - - - - - - - _ 1 .5% ± 1.5% ± _ - - <, -� Exist. C.G.&S. -_ - -' ---- - --_ - _ _ Exist. C.G.&S. 0.17'± A.C. Overlay Exist. Roadway 9 Refer to Retaining Wall Place CG&S T Place CG&S (Typ.) Typical Section below (Typ.) A.C. Leveling (Typ.) 7� - 0.50' Asphalt Concrete TY oICALt SECTION 0.50' Class 2 Aggregate Base Sta. 2+55TYPICAL SECTION Place CG&S (Typ.) EARTHWORK (Miscellaneous Areas) Sta. 11 +86 to Sta. 14+44 Ste. 0+26 to Ste. 2+55 Lt. & Rt. Ste. 2+55 to Ste. 2+86 Lt. & Rt. Ste. 9+23 to Ste. 9+66 Rt. Ste. 11+86 to Ste. 14+44 Lt. & Rt. Const. Ste. 14+71 to Ste. 16+06 Rt. Const. I I I I I Limits of Clearing and Grubbing and Earthwork Limits of Clearing and Grubbing and Earthwork AEarthwork I A Earthwork A Earthwork I A Earthwork Misc. Areas 13.5 - 14'± �' 13.5' - 14 ± 13.5'± �' 13.5'± ( I (Misc. Areas) (Misc. Areas) I (Misc. Areas) Soil Stabilization Fabric (Full Width) Soil Stabilization Fabric (Full Width) I I 1 'f 5'± - 24' Pavement Reinforcing Fabric f 5'± -�I1' 3' f- 5'± 24' Pavement Reinforcing Fabric f5.5't- 3' I 1 Conform to lip of gutter (Typ.) - - - - _ - _ 1.5% ± I 1.5% ± _ _ _ - - _ - - - - - - _ 1 .5% ± I 1.5% ± _ - - - - - - - - "E Exist. C.G.&S. Place CG&S (Typ.) 0.50' Asphalt Concrete 0.50' Asphalt Concrete Existing C.G.&S. to remain in 0.50' Class 2 Aggregate Bose 0.50' Class 2 Aggregate Base place, refer to plans. (Typ.) TYPICAL SECTION TYPICAL SECTION Sta. 2+55 to Sta. 11 +86 Sta. 14+71 to Sta. 15+98 Sta. 15+98 to Sta. 21 +57 Cross Streets, see sheets 3-6 for limits. GENERAL NOTES: 1 . Existing drainage facilities, fences, water valves, frames and covers, sprinkler 10. Relocate sprinklers and maintain existing lawn are included in "Earthwork". heads, trees, shrubs, curb gutter and sidewalk shall remain unless 11. At locations where the existing SDI is not to be replaced with new curb gutter otherwise noted on the plans. and sidewalk, the existing curb gutter and sidewalk shall be saw cut and 2. At locations where existing and new curb gutter and sidewalk join, a 3' removed and replaced, approximately 4'± wide. The remaining existing SDI • transition shall be constructed. Var. connecting pipe may be abandoned or removed, at the Contractors option. 1^± Match Exist. Natural Ground 3. All part circle culverts shall be removed and disposed of. 12. All Minor Concrete Work (including Driveways, Handicap Ramps, and Curb Gutter 4. Asphalt Concrete in the 0.50' section shall be placed in three lifts. The final layer thickness shall be 0.17', and the bottom lift shall be 0.21'. and Sidewalk) that is to be removed will be saw cut to the limits shown on the 27 5. Pavement reinforcing fabric shall be placed between the top and second plans. The cost for the saw cutting is to be included in Minor Concrete (Curb, Var. (0.30' to 0.84') layers of asphalt concrete. Gutter and sidewalk) Item of work. 6. No truck traffic shall be allowed on the exposed subgrade. Aggregate 13. The locations of existing underground utilities are plotted from records from the utility companies. The Count shall not be responsible for the accuracy of such 6 base shall be end dumped and spread with a D-5 dozer or approved y p y p y " equal. Non-vibratory roller shall be used to compact the aggregate records and does not guarantee that underground facilities are as shown. It is ♦ 3'-3.5': Ste. 14+71 to Ste. 16+06 (Rt.) base to a minimum of 90 percent of the maximum dry density as the Contractors responsibility to field locate all underground facilities prior to 4.5': Ste. 11 +86 to Ste. 14+44 (Rt.) determined by Call 216 test method. excavation operations. TYPICAL SECTION 7. All exposed subgrade shall be covered with soil stabilization fabric and a 14. Existing water and gas mains are shown on the plans, but water and gas service minimum of 6" of class 2 aggregate base at the end of each working day. laterals are not shown. The Contractor shall field locate all such service lines prior Retaining Wall 8. Roadway excavation shall be performed using a Caterpillar 235 excavator to excavation operations and shall protect them from damage. Any damage to or approved equal with a contact pressure not to exceed 11 pounds per existing facilities caused by the construction operations shall be repaired at square inch. Contractor's expense. 9. Roadway reconstruction work between Station 20+00 and Station 21 +57 shall be started and completed in the week of August 14, 2000. DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL COUNTY OF SAN JOAQUIN SCALE AS SHOWN TYPICAL SECTION WEBSTER AVENUE RECONSTRUCTION NO. SHEETS Y. u. 2/00 �� jy„ 55/3% ,�d, s/��a (Alpine Avenue to North End) 2 9 FILE NAME DRAWER SHEET NO. 1 ACAD REVISIONS DATE typsec.dwg e:\project\webster\typsec I