|
CO I st
<br />limits of Clearing and Grubbing and Mailbox Relocation
<br />1, 2, 2, EP - Variable Width ---------- - EP 2,
<br />�` �~ - - - 12'-22' ��--
<br />- TE Match I Match TE �-
<br />1� Exist Slope I Exist Slope _ /�
<br />—'------- --
<br />Conform
<br />0•t6- 0.17' HMA Overlay
<br />Grade existing ground —' S?)a '
<br />to place TE
<br />1' min width (Typ) --Limits of Clearing
<br />EP
<br />1, _Limits of Remove
<br />Existing
<br />Surface �i Var
<br />----------------
<br />L" — Existing Roadway
<br />COi St
<br />and Grubbing
<br />I
<br />Subbase, Base,
<br />24'-34'
<br />I
<br />and Mailbox Relocations ----
<br />and Roadway Surfacing
<br />Var
<br />EP
<br />1 .1
<br />------------��--- --- --------�
<br />Existing Roadway, Base, and Subase - Place 0.25 HMA Remove 0.25'
<br />Subbase, Base, and
<br />Roadway Surfacing at CL
<br />COUNTY OF SAN JOAQUIN
<br />NO SCALE
<br />2'
<br />Conform
<br />-- Variable Depth
<br />Shoulder Backing (Typ)
<br />Existing
<br />— � Surface
<br />TYPICAL SECTION
<br />Hickory Avenue
<br />Sta 10+11 to Sto 25+35
<br />Sta 26+00 to Sto 27+60
<br />RECOR5 DRAWING
<br />Corrections si► _ , �, . - `t -
<br />4t0, Changes 9y z-- --
<br />me Z> - t.� - 'E
<br />Any Porion Using This Drawing Shovio VeNfy
<br />All information By Inspecting The Site Of Worse
<br />TYPICAL SECTION
<br />Broughton Drive
<br />Sta 18+30 to Sta 25+00
<br />Camden Court
<br />Sta 9+58 to Sta 13+25
<br />Madeline Drive
<br />Sta 10+11 to Sto 18+30
<br />Morada Lane
<br />Sta 9+35 to Sta 14+00
<br />Remove 0.25' Subbase, Base, and Springfield WaY
<br />Roadway Surfacing at EP (Typ) Sta 25+00 to Sta 38+89
<br />11. Madeline Drive, Broughton Drive, Springfield Way, and Camden Court will be closed to
<br />through public traffic; however, access for local residents will be maintained at all times.
<br />12. The Contractor must place temporary ramps to affected residents' driveways at the end of
<br />each working day if a drop off greated than 0.15' exists. Ramp materials must be
<br />consistent with that of the roadbed (or roadway) surface that is to be placed upon.
<br />Payment for this work will be considered as included in various items of work.
<br />13. Removal and disposal of existing monument frames and covers will be required at locations
<br />as stated (Replace) on the Summary of Quantities sheet for Place Monument Frame and
<br />Cover and will be considered as included in the contract unit price paid for Place Monument
<br />Frame and Cover.
<br />14. Metal plates and half cross pipes installed in the existing curb and gutter will be removed
<br />and salvaged, unless otherwise noted, to property owners and is to be paid for by the
<br />various items of work.
<br />15. Hand grinding of roadway will be required at location where existing highway and utility
<br />facilities are within the Remove Subbase, Base, and Surfacing and Pavement Repair limits.
<br />Payment for hand grinding will be considered as included in the contract unit price paid for
<br />Remove Subbase, Base, and Surfacing.
<br />16. The Contractor must place temporary ramps to affected residents' driveways at the end of
<br />each working day if a drop off greater than 0.15' exists. Ramp materials must be
<br />consistent with that of the roadbed (or roadway) surface that it is to be placed upon.
<br />Payment for this work will be considered as included in the various items of work involved.
<br />17. Concrete driveways must be reopened for access within five (5) working days of saw—cutting
<br />and concrete removal.
<br />TYPICAL SECTION AND
<br />GENERAL NOTES
<br />DRAWN BY
<br />GENERAL NOTES:
<br />PROJECT ENGINEER
<br />1. 0.17' HMA Overlay must be placed in one (1) layer. 0.25' HMA Overlay must be placed in two (2)
<br />CHECKED
<br />layers of approximately equal thickness on the prepared surface.
<br />Andres Andrade
<br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in
<br />place for minimum of 18 hours.
<br />3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been
<br />completed.
<br />4. Existing highway and utility facilities must remain in place unless otherwise noted. Any utility poles
<br />within the limits of clearing and grubbing is to be protected and remain in place.
<br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place
<br />unless otherwise noted.
<br />6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must
<br />conduct earthwork operations so as not to modify or obstruct the existing drainage.
<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 prior notice to the County. All testing
<br />j
<br />must conform to the Standard Specifications. All re—testing will be paid by the Contractor.
<br />i
<br />8. 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
<br />caused by their unnecessary loss or disturbance.
<br />�A
<br />9. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company
<br />v
<br />locate in the field their main service lines and laterals. The Contractor must notify members of
<br />o
<br />the Underground Service Alert (U.S.A.) 48 hours in advance of performing excavation work by calling
<br />>
<br />the toll free number (1-800-642-2444) or 811.
<br />M
<br />10. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials
<br />within the sectional planing depth of the existing roadway.
<br />r-
<br />11. Hickory Avenue may be temporarily closed to all traffic during construction activities. Schedule of
<br />M
<br />closure(s) must be approved by the Engineer and within the time range of 8:30 am to 1:30 pm.
<br />P
<br />Contractor must provide a two weeks advance notice to all affected residents, services, schools, etc.
<br />of the scheduled closure. Content of public notification must be approved by the Engineer.
<br />COUNTY OF SAN JOAQUIN
<br />NO SCALE
<br />2'
<br />Conform
<br />-- Variable Depth
<br />Shoulder Backing (Typ)
<br />Existing
<br />— � Surface
<br />TYPICAL SECTION
<br />Hickory Avenue
<br />Sta 10+11 to Sto 25+35
<br />Sta 26+00 to Sto 27+60
<br />RECOR5 DRAWING
<br />Corrections si► _ , �, . - `t -
<br />4t0, Changes 9y z-- --
<br />me Z> - t.� - 'E
<br />Any Porion Using This Drawing Shovio VeNfy
<br />All information By Inspecting The Site Of Worse
<br />TYPICAL SECTION
<br />Broughton Drive
<br />Sta 18+30 to Sta 25+00
<br />Camden Court
<br />Sta 9+58 to Sta 13+25
<br />Madeline Drive
<br />Sta 10+11 to Sto 18+30
<br />Morada Lane
<br />Sta 9+35 to Sta 14+00
<br />Remove 0.25' Subbase, Base, and Springfield WaY
<br />Roadway Surfacing at EP (Typ) Sta 25+00 to Sta 38+89
<br />11. Madeline Drive, Broughton Drive, Springfield Way, and Camden Court will be closed to
<br />through public traffic; however, access for local residents will be maintained at all times.
<br />12. The Contractor must place temporary ramps to affected residents' driveways at the end of
<br />each working day if a drop off greated than 0.15' exists. Ramp materials must be
<br />consistent with that of the roadbed (or roadway) surface that is to be placed upon.
<br />Payment for this work will be considered as included in various items of work.
<br />13. Removal and disposal of existing monument frames and covers will be required at locations
<br />as stated (Replace) on the Summary of Quantities sheet for Place Monument Frame and
<br />Cover and will be considered as included in the contract unit price paid for Place Monument
<br />Frame and Cover.
<br />14. Metal plates and half cross pipes installed in the existing curb and gutter will be removed
<br />and salvaged, unless otherwise noted, to property owners and is to be paid for by the
<br />various items of work.
<br />15. Hand grinding of roadway will be required at location where existing highway and utility
<br />facilities are within the Remove Subbase, Base, and Surfacing and Pavement Repair limits.
<br />Payment for hand grinding will be considered as included in the contract unit price paid for
<br />Remove Subbase, Base, and Surfacing.
<br />16. The Contractor must place temporary ramps to affected residents' driveways at the end of
<br />each working day if a drop off greater than 0.15' exists. Ramp materials must be
<br />consistent with that of the roadbed (or roadway) surface that it is to be placed upon.
<br />Payment for this work will be considered as included in the various items of work involved.
<br />17. Concrete driveways must be reopened for access within five (5) working days of saw—cutting
<br />and concrete removal.
<br />TYPICAL SECTION AND
<br />GENERAL NOTES
<br />DRAWN BY
<br />DATE
<br />PROJECT ENGINEER
<br />DATE
<br />CHECKED
<br />DATE
<br />Andres Andrade
<br />9/23
<br />11/20/23
<br />11/20/23
<br />MORADA AREA STREETS RESURFACING 20241
<br />Sheet No.
<br />2 of 8
<br />
|