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GENERAL NOTES 1. Prior to commencing any work, it shall be the Contractor's responsibility to have each utility company locate in the field their main and service lines'. The Contractor shall notify the members of the Underground Service Alert (U.S.A.) 48 hours in advance of performing excavation work and/or sign relocation work by calling the toll—free number 1-800-227-2600 or 811. 2. Contractor shall remove, salvage, haul and stockpile the existing bridge approach MBGR and wood posts at the County's Corporation Yard located at 1810 East Hazelton Avenue, Stockton, California. Contractor shall call San Joaquin County Road Maintenance at (209) 468-3074 forty—eight (48) hours prior to delivering salvaged materials. 3. The Contractor shall field verify all utility locations and depths. It shall be the Contractor's sole responsibility to protect all existing utilities,so that no damage results to them during the, performance of this contract. The Contractor shall be requiredto cooperate with other Contractors and utility companies installing new structures, utilities and services to the project. 4. The area above the natural ground' surface shall be cleared of all vegetation such as brush, grass, weeds and other objectionable material including discarded asphalt concrete, within the right—of—way project area and ditches. 5. Hand grinding of existing asphalt concrete pavement shall be required at locations where existing utility valves, maintenance holes, gutter pan under asphalt concrete> and the lip of gutter at drain inlet locations are within the construction work: limits. Payment for hand; grinding asphalt concrete shall be considered as included in the Planing Asphalt Concrete item of work. 6. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct the Shoulder Backing operation so as not to disturb or obstruct any existing drainage. 7. All earthwork, except for the final layer of Shoulder Backing, shall be completed prior to placing the final layer of Asphalt Concrete surfacing. No Shoulder Backing shall be deposited or drifted onto the final layer of Asphalt Concrete surfacing. 8. Placement of Asphalt Concrete shall not begin until the Asphalt Concrete used in Pavement 'Repair has been in place for 18 "hours. 9. Asphalt Concrete shall be placed in two (2) layers of approximately :equal thickness with pavement reinforcing fabric placed on the existing pavement or prepared surface. 10. Where Superelevation exists on horizontal curves, surface slope and drainage shall conform with the existing surface. 1 L Removal and disposal of concrete swales are to b pri ce paid for Place Asphalt existing asphalt concrete in; the location where the asphalt e constructed shall be considered as included in the.. unit alt Concrete (Miscellaneous Areas). 12. Placement of all Asphalt Concrete Driveways shall not C©UN'TY SAN d©AQUIN NO SCALE 14. The Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard, Limits of the Penetration Treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform at a 4' width. 15. Contractor shall be responsible for timely scheduling of inspection and testing of all facilities constructed- under this contract. All testing shall conform to the Standard Specifications. All re -testing shall be paid by the Contractor. 16. All existing. trees, shrubs, begin until the Asphalt. Concrete used for Mainline. Paving has been in place: for a minimum of 18 hours. 13. Loam (4' wide) shall be used in place of Shoulder Backing at the grass frontage located at Sto 151+50 to Sta 153+00 (Lt). Relocate existing sprinkler system V beyond shoulder backing limits. Payment for loam and sprinkler system relocation shall be considered as included in the unit price paid for Shoulder Backing. C©UN'TY SAN d©AQUIN NO SCALE 14. The Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard, Limits of the Penetration Treatment work shall be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform at a 4' width. 15. Contractor shall be responsible for timely scheduling of inspection and testing of all facilities constructed- under this contract. All testing shall conform to the Standard Specifications. All re -testing shall be paid by the Contractor. 16. All existing. trees, shrubs, fences, utility poles and other frontage improvements are to remain in place unless otherwise noted. Const Limits of Clearing; and Grubbing EP IEP 12'-18' 12'-1W See � See Shoulder V22-34' Pavement Reinforcing Fabric 1' Shoulder )stalls on � Sheet 4 ( 0.25' AC Overlay I DSheet 4 yISE �n•_ _Var Var. n SE I Safety" }"`I T I Existing'Roadway I 'Safety Edge L -- -- -------------J Edge Grade Existing Shoulder to-pia�e Safety Edge, 1' minimum width. (Typ) TYP19& SECTIO Sta 17+72 to Sta 23+39 Sta 46+67 to Sta 67+50' Sta 84+90 to Sta 133+20 Sta 29+68 to Sta 34+26 Sta 70+39 to Sta 78+43 Sta 142+00 to Sta 150+00 Limits of Clearing and Grubbing - EP ' EP See 16 124 See ShoulderShoulder 1' 30' Pavement ReinfI orcing Fabric 1' )stalls on Details on Sheet 47SE0.25' AC Overlay � Sheet 4 lyq 300;` .. Var Var- Edge '- -- -- -- -- ------------J L Grade:. Existing- Shoulder to place.. Safety. AC Dike Edge, 1' minimum width. (Typ) to remain in place TYPICAL SECTION': Sto 34+26 to "Sto 44+91 1 11 THOR TON ROAD IMPROVEMENTS Sheet No. (Peltier Road to Walnut Grove Road) 2 of 16