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Limits of Clearin LIP 2.5' 30' E f Col st and Grubbin, and Mailbox Relocation LI P 30' 2.5' E L- 0 0 c I Limits of Clearing and Grubbing and LIP �- 2.5' ---20' E 0 v; V _Match Existing Slop Mailbox Relocation LIP --20'---- - - - 2.5' E 0 Match Existing Slope„ o Cold Plane _-� -Match Existina Slime �- -- - - — — — --- — — Match Existing Slope 0 *Cold L-- -- - ----- ------ --- - ------ I and Place Plane TYPICAL - SECTION -Existing Roadway Pavement 0.25' Wigwam Drive: Sta 10+16 to Sta 25+54 Existing C&G to and Place 0.25' Teepee Drive: Sta 25+54 to Sta 48+19 Remain in Place HMA unless Otherwise C n t noted (Typ). I Limits of Clearing and Grubbing and LIP �- 2.5' ---20' E 0 v; V _Match Existing Slop Mailbox Relocation LIP --20'---- - - - 2.5' E 0 Match Existing Slope„ o Cold Plane _-� - �- -- - - — — — --- — — - — sting C&G to Pavement 0.25'L Existin -Remain emain in Place and Place 0.25' Roadway -, TYPICAL SECTION unless Otherwise HMA Lance Drive: Sta 50+32 to Sta 57+35 noted (Typ). Tomahawk Drive: Sta 60+27 to Sto 69+48 4' min _ Existing See Note Below Surface -Cold Plane Pavement 0.25' 0.50' HMA Pavement Repair (Type 1) Existing 1.15' HMA Pavement Repair (Type 2) --Roadway PAVEMENT REPAIR DETAIL NOTE: Dimensions and Locations are to be determined by the Engineer. 'I COUNTY OF SAN JOAQUIN DRAWN BY DATE PROJECT, ENGINEER A.FELIX 10/2022 * At C&G, Cold Plane 0.25' below Lip (Typ). GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 3. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage. 7. All Earthwork must be completed prior to placing the final layer of HMA Pavement. No Earthwork material will be deposited or drifted onto the final layer of HMA surfacing. 8. Hand grinding of roadway surfacing will be required at locations where existing highway and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Cold Plane Pavement. 9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24—hour notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 10. The Contractor must place temporary ramps to affected business driveways at the end of each working day if a drop off greater than 0.15' exists. Ramp materials must be consistent with that of the roadbed (or roadway) surface that is to be placed upon. Payment for this work will be considered as included in the various items of work involved. 11. The Contractor must exercise due to caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 12. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Agency (USA) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. 13. The Contractor must field verify all existing highway and utility facilities' locations and depths. It will be the Contractor's sole responsibility to locate and protect all existing highway and utility facilities, so that no damage results to them during the performance of this contract. The Contractor will be required to cooperate with other contractors and utility companies installing new structures, utilities and services to the project. Payment for this work will be considered to be included in the various items of work involved. 14. All new Curb, Gutter and Sidewalk must conform to the existing flowline elevations with a straight grade between conforms unless otherwise noted. 15. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new sidewalks and existing driveways. 16. The road(s) will be closed to through public traffic; however, access to local businesses will be maintained at all times. Road Closure signs will be placed by County forces and maintained by the Contractor until the project is completed. 17. Quantity paid for Curb, Gutter and/or Sidewalk in linear foot is measured along the flowline of the gutter pan. NO SCALE GENERAL NOTES, TYPICAL SECTIONS, AND CONSTRUCTION DETAIL DATE CHECKEDDATE (tJIL r •555,r -.s 11 (It A, 114 GORD DRAWING Cvrrections By r ' f'harlges By. i-- - c— °: , Verson Using This Drawing Should Volt mak, �*%f matlon By Inspecting The Sits Of Wbft INDUSTRIAL PARK AREA STREETS RESURFACING I Sheet No. ( Lance Drive, Teepee Drive, Tomahawk Drive, Wigwam Drive) 2 of 5