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<br />const
<br />Limits of Clearing and Grubbing and Mailbox Relocation
<br />EP/Lip EP/Lip
<br />19'-21'- - - - - - 19'--21'
<br />L_ t-
<br />O O
<br />--- -- —�°c Match Existing
<br />U Match Existing Slopvw
<br />— -- —
<br />*Remove 0.25'
<br />Subbase, Base,
<br />and Roadway
<br />Surfacing
<br />and Place 0.25'
<br />HMA
<br />EP/Lip
<br />EL
<br />O
<br />c
<br />O
<br />*Remove 0.25'
<br />Subbase, Base,
<br />and Roadway
<br />Surfacing
<br />and Place 0.25'
<br />HMA
<br />Existing
<br />Roadway TYPICAL SECTION
<br />Grigsby Place: Sta 12+35 to Sta 24+54
<br />- Existing CG&S to
<br />-_Remain in Place
<br />unless Otherwise
<br />noted (Typ).
<br />-- Limits of Clearing and Grubbing and Mailbox Relocation-
<br />---EP/Lip
<br />--- -14'--39' ---- --
<br />14'-39'---
<br />E
<br />4'-39'--
<br />E
<br />L
<br />O
<br />`Match ExistingSloane _ Match Existi�- Slope, w
<br />— — r
<br />- - - Existing CG&S to
<br />Existing -Remain in Place
<br />Roadway TYPICAL SECTION unless Otherwise
<br />Swain Court: Sta 10+13 to Sta 12+25 noted (Typ).
<br />C�]
<br />COUNTY OF SAN JOAQJIN
<br />DRAWN BY DATE PROJECT ENGINEER
<br />Scott Yamada 4/25/23 Se-SS6vw\5
<br />*At C&G, Remove 0.25' Subbase,
<br />Base, and Roadway Surfacing
<br />below LIP
<br />GENERAL NOTES:
<br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness.
<br />2. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within
<br />the sectional planing depth of the existing roadway.
<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 in place unless
<br />otherwise rioted.
<br />5. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct
<br />earthwork operations so as not to modify or obstruct the existing drainage.
<br />6. Hand grinding of roadway surfacing will be required at locations where existing highway and utility
<br />facilities are within the Remove Subbase, Base, and Roadway Surfacing and Pavement Repair limits.
<br />Payment for hand grinding will be considered as included in the contract unit price paid for Remove
<br />Subbase, Base, and Roadway Surfacing.
<br />7. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities
<br />constructed under this contract with a minimum 24—hour notice to the County. All testing must conform
<br />to the Standard Specifications. All re --testing will be paid by the Contractor.
<br />8. The Contractor must place temporary ramps to affected business driveways at the end of each working
<br />day if a drop off greater than 0.15' exists. Ramp materials must be consistent with that of the roadbed
<br />(or roadway) surface that is to be placed upon. Payment for this work will be considered as included in
<br />the various items of work involved.
<br />9. The Contractor must exercise due caution and carefully preserve survey bench marks, control points,
<br />reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused
<br />by their unnecessary loss or disturbance.
<br />10. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company
<br />locate in the field their main service lines and laterals. The Contractor must notify members of the
<br />Underground Service Agency (USA) 48 hours in advance of performing excavation work by calling the toll
<br />free number (1 800-642 2444) or 811.
<br />11. The Contractor must field verify all existing highway and utility facilities' locations and depths. It will be
<br />the Contractor's sole responsibility to locate and protect all existing highway and utility facilities, so that
<br />no damage results to them during the performance of this contract. The Contractor will be required to
<br />cooperate with other contractors and utility companies installing new structures, utilities and services to
<br />the project. Payment for this work will be considered to be included in the various items of work
<br />involved.
<br />12. All new Curb, Gutter and Sidewalk must conform to the existing flowline elevations with a straight grade
<br />between conforms unless otherwise noted.
<br />13. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new
<br />sidewalks and existing driveways.
<br />14. Quantity paid for Curb, Gutter- and/or Sidewalk in linear foot is measured along the flowline of the gutter
<br />pan.
<br />15. The Contractor must obtain an Encroachment Permit from the City of Stockton for placement for
<br />performing traffic, control or placing traffic control devices (or performing work) in their jurisdiction(s)-
<br />Payment for this will be considered to be included in the various items of work involved.
<br />NO SCALE GENERAL NOTES AND
<br />TYPICAL SECTIONS
<br />DATE CHECKED DATE
<br />4/25/23 �e bl�ew� -- 4/25/23 1
<br />LINCOLN VILLAGE STREETS RESURFACING 2023( Sheet No.
<br />(Grigsby Place: Stockton City Limits to Benjamin Holt Drive, Swain Court: Swain Road to North End) 2 of 5
<br />RECORD DRAWING
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<br />C�]
<br />COUNTY OF SAN JOAQJIN
<br />DRAWN BY DATE PROJECT ENGINEER
<br />Scott Yamada 4/25/23 Se-SS6vw\5
<br />*At C&G, Remove 0.25' Subbase,
<br />Base, and Roadway Surfacing
<br />below LIP
<br />GENERAL NOTES:
<br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness.
<br />2. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within
<br />the sectional planing depth of the existing roadway.
<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 in place unless
<br />otherwise rioted.
<br />5. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct
<br />earthwork operations so as not to modify or obstruct the existing drainage.
<br />6. Hand grinding of roadway surfacing will be required at locations where existing highway and utility
<br />facilities are within the Remove Subbase, Base, and Roadway Surfacing and Pavement Repair limits.
<br />Payment for hand grinding will be considered as included in the contract unit price paid for Remove
<br />Subbase, Base, and Roadway Surfacing.
<br />7. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities
<br />constructed under this contract with a minimum 24—hour notice to the County. All testing must conform
<br />to the Standard Specifications. All re --testing will be paid by the Contractor.
<br />8. The Contractor must place temporary ramps to affected business driveways at the end of each working
<br />day if a drop off greater than 0.15' exists. Ramp materials must be consistent with that of the roadbed
<br />(or roadway) surface that is to be placed upon. Payment for this work will be considered as included in
<br />the various items of work involved.
<br />9. The Contractor must exercise due caution and carefully preserve survey bench marks, control points,
<br />reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused
<br />by their unnecessary loss or disturbance.
<br />10. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company
<br />locate in the field their main service lines and laterals. The Contractor must notify members of the
<br />Underground Service Agency (USA) 48 hours in advance of performing excavation work by calling the toll
<br />free number (1 800-642 2444) or 811.
<br />11. The Contractor must field verify all existing highway and utility facilities' locations and depths. It will be
<br />the Contractor's sole responsibility to locate and protect all existing highway and utility facilities, so that
<br />no damage results to them during the performance of this contract. The Contractor will be required to
<br />cooperate with other contractors and utility companies installing new structures, utilities and services to
<br />the project. Payment for this work will be considered to be included in the various items of work
<br />involved.
<br />12. All new Curb, Gutter and Sidewalk must conform to the existing flowline elevations with a straight grade
<br />between conforms unless otherwise noted.
<br />13. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new
<br />sidewalks and existing driveways.
<br />14. Quantity paid for Curb, Gutter- and/or Sidewalk in linear foot is measured along the flowline of the gutter
<br />pan.
<br />15. The Contractor must obtain an Encroachment Permit from the City of Stockton for placement for
<br />performing traffic, control or placing traffic control devices (or performing work) in their jurisdiction(s)-
<br />Payment for this will be considered to be included in the various items of work involved.
<br />NO SCALE GENERAL NOTES AND
<br />TYPICAL SECTIONS
<br />DATE CHECKED DATE
<br />4/25/23 �e bl�ew� -- 4/25/23 1
<br />LINCOLN VILLAGE STREETS RESURFACING 2023( Sheet No.
<br />(Grigsby Place: Stockton City Limits to Benjamin Holt Drive, Swain Court: Swain Road to North End) 2 of 5
<br />
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