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Last modified
7/8/2024 10:06:27 AM
Creation date
4/25/2024 9:57:10 AM
Metadata
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Template:
Small Plans - SP
Project
Roberts Road Resurfacing
Limits
Muller Road to State Route 4
Year
2022
Project Engineer
Ryan Yamada
Roads Worked
Roberts Rd.
Red Lines
Yes
Project #
222112
Districts
District 3
Supplemental fields
Classification
Record Drawings
Cross Ref
SP7562 - SP7567
Type
Resurfacing
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GENERAL NOTES: <br />1. 0.25' HMA overlay must be placed in two (2) layers of approximately equal thickness <br />on the existing surface. <br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has <br />been in place for a minimum of 18 hours. <br />3. Existing highway and utility facilities must remain in place unless otherwise noted. <br />4. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain <br />in place unless otherwise noted. <br />5. Existing drainage facilities must remain in place unless otherwise noted. The Contractor <br />must conduct earthwork operations so as not to modify or obstruct the existing <br />drainage. <br />6. All Earthwork, except for final shoulder grading, must be completed prior to placing the <br />final layer of HMA pavement. No Shoulder Backing material will be deposited or drifted <br />onto the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in <br />thickness, the Shoulder Backing must be placed in two (2) or more fully compacted <br />layers. <br />7. Shoulder Backing material along the inside of the superelevated curves and at all <br />intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits <br />of the Penetration Treatment work must be confined to the inside of the curves and <br />intersection radii plus fifty feet (50') in each direction or to the intersection conform <br />at 6' width. <br />8. The Contractor will be responsible for adequately scheduling inspection and testing of <br />all facilities constructed under this contract with a minimum 24—hour notice to the <br />County. All testing must conform to the Standard Specifications. All re—testing will be <br />paid by the Contractor. <br />9. Hand grinding of roadway surfacing will be required at locations where existing highway <br />and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. <br />Payment for hand grinding will be considered as included in the contract unit price <br />paid for Cold Plane Pavement. <br />10. The Contractor must obtain an Encroachment Permit from the State Department of <br />Transportation for placement for performing traffic control or placing traffic control <br />devices in their jurisdiction. Payment for this will be considered to be included in the <br />various items of work involved. <br />o <br />Corrections By <br />No Changes r,.,. 1 <br />�,. <br />Date. a ® s t l <br />ny Person Using Thrs r swinge Shot,.? dl V:, <br />► i information By Inspec:tinq The �,Cr <br />11. The Contractor must obtain all permits and licenses required for the construction and <br />completion of the project, and must perform all work in accordance with the <br />requirements and conditions of all permits and approvals applicable to the project. <br />12. The Contractor must exercise due caution and carefully preserve survey bench marks, <br />control points, reference points and all survey stakes, and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />13. Prior to commencing any work, it will be the Contractor's responsibility to have each <br />utility company locate in the field their main service lines and laterals. The Contractor <br />must notify members of the Underground Service Alert (USA) 48 hours in advance of <br />performing excavation work by calling the toll free number (1-800-642-2444) or 811. <br />14. The Contractor must field verify all existing highway and utility facilities' locations and <br />depths. It will be the Contractor's sole responsibility to locate and protect all existing <br />highway and utility facilities, so that no damage results to them during the <br />performance of this contract. The Contactor will be required to cooperate with other <br />contractors and utility companies installing new structures, utilities and services to the <br />project. Payment for this work will be considered to be included in the various items <br />of work involved. <br />15. From Sto 75+00 to Sta 94+00 (Rt), payment for removing existing mound and <br />placing it as fill for burying existing ditch, removal and salvaging of reflective <br />marker blades and 2 (two) driveway gateposts (Sta 85+95[Rt]) to owner in the <br />area of Earthwork (Miscellaneous Areas) will be consideree as included in the lump <br />sum price paid for Clearing and Grubbing. <br />16. Removal and disposal of existing monument frames and covers will be required at <br />locations as stated on the Summary of Quantities sheet for Place Monument Frame <br />and Cover. Payment for removal and disposal of existing monument frames and covers <br />will be considered as included in the contract unit price paid for Place Monument <br />Frame and Cover. <br />COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />Shawn Davis01/22 �(, �, ' , 9-> .N,PA rte -- Z//7� <br />ROBERTS ROAD RESURFACING <br />(Muller Road to State Route 4) <br />Sheet No. <br />2 of 6 <br />
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