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GENERAL NOTES: 1. Existing highway and utility facilities must remain in place unless otherwise 11. Your attention is directed towards Section 10-1.02, "Work Sequencing" and noted. Section 10-1.05, "Relations with Local Schools," of the Specifications. 2. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 3. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24—hour prior notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 4. The Contractor must obtain an Encroachment Permit from Caltrans, and Cities of Manteca, Ripon, Stockton, and Tracy and other agencies necessary for traffic Con st control or any work outside of the County's jurisdiction. Payment for this will be Lip/EP Limits of Clearing and Grubbing EP considered to be included in the various items of work. Existing Limits of Crack Treatment (Type 3) 5. The Contractor must enter into an Agreement with the Central California Traction PCC Curb, Company Railroad and the Union Pacific Railroad for any work within the Gutter & See Note i Existin Sidewalk g Existing Railroad's right—of—way. See Section 5-1.20C, "Railroad Relations" of the Below Roadway Surface Specifications for further details. -_--------------- ---- --------------- 6. The Contractor must obtain all permits and licenses required for the construction ------------------------------ ----- and completion of the project, and must perform all work in accordance with SHOULDER DETAIL ( SHOULDER DETAIL the requirements and conditions of all permits and approvals applicable to the with Curb & Gutter TYPICAL SECTION without Curb & Gutter project. For all project roadways 7. The Contractor must exercise due caution and carefully preserve survey bench See Sheet 9 and 10 for roadway limits marks, control points, reference points and all survey stakes, and must bear all NOTE: All Clearing and Grubbing and crack seal work will include the Lip of Gutter at expenses for replacement and/or errors caused by their unnecessary loss or the EP. Any crack treatment material that is spilled or deposited inside or outside the disturbance. project limits of Clearing and Grubbing must be removed immediately. 8. Crack seal is only permitted or bridge decks with an asphalt concrete overlay. Crack seal is not permitted on bare concrete bridge decks or bridge decks with only a chip seal and/or slurry seal surface. 9. Areas in County right—of—way used by Contractor for staging and/or storage of materials must be approved by the Engineer. The areas utilized by the Contractor for staging and/or storage area must be restored to their original condition. Any damages or unclean conditions to staging or storage areas must be repaired or cleaned at the Contractor's own expense. It will be the Contractor's responsibility to obtain permission from property owners to stage vequipment or store materials on private property. The Contractor must provide RECORD DRAWING .J . the Engineer a letter of release from property owners of areas utilized for �to7iiA D staging and/or storage of materials. lice By+c�-i.cA S�4►i tom✓: Deft -3:Q ' X -T1 10. Placement of "No Parking" signs/barricades must be placed no less than 72 Anr ttrsm Using This Drswinq Shouid v r hours prior to work. AN Inibnnation ray lnspeolrN Thp SR. Ot wart M Z 0 COUNTY OF SAN JOA UIN Q NO :SCALE GENERAL I NOTES AND CRACK SEAL 2022-2023 Roads in Supervisorial Sheet No. 2 10 TYPICAL SECTION (Various Districts 1-5) of DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Shawn Davis 10/22 y4s.. , q*VV,&- to(,0/24 �� I-!,v