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GENERAL NOTES 1, Contractor shall furnish all materials and shall perform all labor in accordance with the requirements of the State of California Department of Transportation Standard Specifications and Standard Plans Dated May 2006, and San Joaquin County Special Provisions. 2. It shall be the responsibility of the Contractor to verify the existence and location of all COnSf underground facilities, public or private, and to protect them from damage. The Contractor shall bear the total expense of repair or replacement of any underground facilities damaged by field operations, Quantity and exact locations of all utilities to be determined by Contractor 4$ hours prior to beginning work. Phone USA (800) 642-2444 prior to digging, 3. Contractor is responsible for Traffic Control, Traffic Control measures shall conform to Limits of Clearing &Grubbing, Earthwork (Roadway Widening) the latest edition of the California Manual Of Uniform Traffic Control Devices (CA MUTCD). 32'-72' 4. Positioning of Signal Standards, Pull Boxes, and Loop Detectors shall be verified by the 16'-24' 16'-30' County Engineer. Shoulder 5. Shoulder Contractor shah contact Pacific Gas & Electric to confirm power supply voltage. BacSta 387+39 to Sto 397+12 (Lt) Sta 388+17 to Sto 390+35 (Rt) Backing 6. Contractor shall be responsible for reporting a!1 conflicts, errors, omissions, etc, to the Sta 392+25 to Sto 397+65 (Rt) County Engineer immediately upon discovery. If so directed by the Engineer, the Contractor Var 2' 2 2'- 7' 2'-13' 2' 2' Var 3-4 shall stop work until remedial action can be taken. Any costs resulting from the Contractor's failure to report or failure to stop work as directed will be the responsibility of ', 3'-4' the Contractor. Planing AC 1'-2' 0.1,3' Overlay 0.13' Overlay Planing AC Saw Cut (Typ) 7. Contractor agrees to assume sale and complete responsibility for job site conditions I � 0,30' 2.57E 2.5% _ _ _ _ _ 2.5% _2,5% 0,130 during the course of construction of this project, including safetyof all 3:1 Max sto a 8T_ _ _ _ ~� persons and Existing Roadway 3:1 property; that this requirement shall apply continuously and not be limited to normal :; :.: ",- �'. - working hours; and that the Contractor shall defend, indemnify and hold The County and - - -� - - _ _ -- -iii-Lu_liL iu_ui��u �l iu_�a _ r� lu_ ..:.. �.:_: Max slo e Design Engineer harmless from any and all liability, real or alleged in connection with the _ Var Planing Death T L%iIM1 L------- ------ g P _( YP) _ performance of work on this project, except far liability arising from the sole negligence of I - - - - - - the owner or the Design Engineer. Conform 0.87' AC Base T Embankment EP(E) TYPICAL SEC ION { yp) 8. Contractor shall make an on-site inspection prior to EP(E) determine any and all items not shown as biitems on then proposal proposals but which may Embankm be necessary to perform a complete and acceptable job, TRACY BOULEVARD 9. These plans are accompanied by a separate set of Special Provisions. PROJECT NOTES 1. One week prior to the start of work, the Contractor shall submit a Traffic Control Pian for approval by the Engineer. No work shall commence until the Traffic Control is approved by the Engineer. 2. Surface preparation work shall be as directed by the Engineer. All below ground work, including but not limited to: Foundations, Pull Boxes, Conduits, and Loop Detectors shall be completed prior to placing Latex Modified Slurry Seal, 3, Remove oil existing thermoplastic traffic stripes and pavement markings within the Slurry Seal limits prior to application of Latex Modified Slurry Seal. Thermoplastic traffic stripes shall be removed in the following locations: DETAIL 5 between Sta 385+56 to Sta 387+00 DETAIL 18 between Sto 387+00 to Sta 389+60 Payment for removal of existing thermoplastic traffic stripes and pavement markings shall be paid by the LUMP SUM "Remove Thermoplastic Traffic Stripes and Pavement Markings" item of work and no additional compensation will be made therefor. 4. Sheet No. 4 of the plans is accurate for electrical work only, 5. Traffic loop detectors shall be centered in effective Ione widths unless otherwise noted on plan or directed by the Engineer. 6. Prior to applying Latex Modified Slurry Seal the Contractor shall reference Centerline Stationing. 7. The Aggregate for Latex Modified Slurry Seal shall be Type II. 8. Placement of Latex Modified slurry Seal shall not begin until all Asphalt Concrete used in Roadway Widening has been in place for a minimum of 18 hours. 9. Unless otherwise noted, all new Thermoplastic Pavement Markings shall be centered within the width of the traveled lane as shown on Sheet No, 5 of the plans. 10. Limits of thermoplastic traffic striping shall conform to existing striping - I �D. S -.u, I o f/f f PROJECT ENGINEER DATE CHECKED BY SHEET N0. f COl7St I f Limits of Clearing & Grubbing Earthwork (Roadway Widening) 32'-102' 16'-90' . 16'-32' Shoulder Backing + Shoulder Sto 0+46 to Sto 1+14 (Lt) Sta 0+78 to Sta 1+95 (Rt) Backing Var 2' 2' 2'-13' 3'-4' 2' 2' Var Planing AC Planing 1 Cut 410.13' Overlay 0.13' Overlay Planing AC Saw Cut (Typ) _2.5% 2.57: 0,30' 3;1 Max s4o a % - - - - - _ - - - - 2.5% 2.5% (TYp) :; r Existing Roadway % 3. \L .,_-------------- Var Planing Depth (Typ) Conform I �`-`-�----------J� EP(E) 0,87' AC Base (Typ) TYPICAL SECTION EP(E) Embankment HOWARD ROAD nt Conform Conform �. .� AU4 111/"a Peter D. Martin Registered Civil Engineer DATE COUNTY OF SAN JOAQUIN SCALE: NONE TYPICAL SECTION & HOWARD ROAD AND TRACY BOULEVARD CONSTRUCTION NOTES INTERSECTION IMPROVEMENTS HEFT TOTAL N0. SHEETS 2 6