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GENERAL NOTES
<br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on existing or prepared surface.
<br />2. Where 0.25' AC is removed and replaced with 0.25' HMA, the HMA must be placed in two (2) layers of approximately equal thickness on prepared surface.
<br />3. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours.
<br />4. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed.
<br />5. Existing highway and utility facilities must remain in place unless otherwise noted.
<br />6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted.
<br />7. 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.
<br />8. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Overlay. No Shoulder Backing material will be deposited or drifted on the final layer of HMA surfacing.
<br />Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers.
<br />9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet
<br />(50') in each direction or to the intersection conform.
<br />10. 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
<br />Standard Specifications. All re -testing will be paid by the Contractor.
<br />11. The Contractor must obtain an Encroachment Permit from the State of California (Caltrans) for traffic control or any work within the State's jurisdiction. Payment for this will be considered to be included in the
<br />various items of work.
<br />12. The Contractor must notify the City of Stockton (Municipal Utilities Department) at (209) 937-8750 72 hours in advance of adjusting the City's facilities to grade. Refer to the City's Standards for adjusting
<br />facilities to grade.
<br />13. 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 the requirements and conditions of all permits and
<br />approvals applicable to the project.
<br />14. RAILROAD NOTE: The Contractor must enter into an Agreement with the Union Pacific Railroad for any work within the Railroad's right-of-way. See Section 5-1.20C, "Railroad Relations" of the Specifications for
<br />further details.
<br />15. Hand grinding of AC pavement will be required at locations where existing highway and utility facilities are within the Planing AC Pavement and Pavement Repair limits. Payment for hand grinding will be
<br />considered as included in the contract unit price paid for Planing AC Pavement.
<br />16. The Contractor must exercise due 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
<br />their unnecessary loss or disturbance.
<br />17. All new Curb, Gutter and Sidewalk must conform to the existing flow line elevations with a straight grade between conforms unless otherwise noted.
<br />18. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new sidewalks and existing driveways.
<br />19. All Earthwork must be completed prior to placing the final layer of HMA Pavement. No Earthwork material will be deposited or drifted on the final layer of HMA surfacing.
<br />20. 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
<br />Underground Service Alert (U.S.A.) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811.
<br />21. 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
<br />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
<br />the project. Payment for this work will be considered to be included in the various items of work.
<br />LEGEND
<br />@ Construct 18"0 Storm Drain Inlet
<br />Di Storm Drain Inlet Frame and Grate to be adjusted to finished grade
<br />;ss; Existing Sanitary Sewer Maintenance Hole to remain in place
<br />;so; Existing Storm Drain Maintenance Hole to remain in place
<br />1'D1;&( i,, Existing Storm Drain Inlet to remain in place
<br />T; Existing Telecom Maintenance Hole to remain in place
<br />1H; Existing Water Valve Frame and Cover to remain in place
<br />® Water Valve Frame and Cover to be adjusted to finished grade
<br />G
<br />Existing Gas Valve Frame and Cover to remain in place
<br />?--- Existing Lamp Pole to remain in place
<br />&--, Existing Utility Pole (with Guy Anchor) to remain in place
<br />><y Existing Utility Vault to remain in place
<br />R&D Existing AC Dike and Place HMA Dike (Type A)
<br />Existing CG&S to remain in place unless otherwise noted
<br />® Construct Minor Concrete (Valley Gutter)
<br />0.25' Depth of Planing AC Pavement
<br />■ Limits of Planing AC Pavement
<br />0 Limits of Pavement Repair
<br />R Conform to Existing Radii
<br />0 Apply Asphaltic Emulsion (Fog Seal Coat) on Existing Asphalt
<br />Concrete per Standard Specifications 37-2
<br />Const
<br />I ,Limits of Cleari
<br />HMA
<br />Match Exist
<br />I Slope
<br />r --
<br />Existing Variable Depth
<br />Roadway Shoulder Backing
<br />SHOULDER DETAIL 1
<br />and Grubbi
<br />'1 2' 11'
<br />Existing
<br />Surface
<br />Limits of Clearing and Grubbing
<br />Earthwork (Misc Areas)
<br />Existing E Fill & Grade to Drain Swale
<br />Surface c 8' 2' J 2' 2'
<br />U U-
<br />Var 8y,
<br />L
<br />Var Depth Shoulder 3" or more
<br />Backing Fill to below EP to
<br />Restore Grade (See drain to SDI
<br />Shoulder Schedule at Sta 154+31
<br />Note 2, This Sheet) (24' Lt)
<br />SHOULDER DETAIL 3
<br />See
<br />Shoulder
<br />Detail
<br />Below
<br />TE
<br />VTJ
<br />Const
<br />I
<br />Limits of Clearing and Grubbing and Mailbox Relocatio
<br />I
<br />16'-28' 16'-25'-
<br />24'-30' Geosynthetic Pavement Interlayer
<br />I
<br />_Match Exist Slope Match Exist Slope_
<br />Existing :Roadway
<br />L- - --
<br />Limits of Earthwork (Miscellaneous Areas)
<br />Place HMA
<br />E
<br />Existing
<br />Fence to Remain in Place
<br />Match Exist
<br />I
<br />Limits of
<br />Concrete Driveway Removal (8' from EP unless
<br />otherwise noted)
<br />Slope
<br />Limits of Reconstruct Curb Accessibility Ramp per RSP A88A
<br />unless otherwise noted
<br />Overlay
<br />Existing
<br />Benchmark to remain in place
<br />END
<br />'
<br />Existing
<br />Monument Frame and Cover to remain in place
<br />1
<br />TYPICAL
<br />Mathews Road: Sta 104+13
<br />Adjust or Place (as noted) Monument Frame and Cover
<br />to finished grade
<br />- - -9---Existing
<br />24'
<br />Underground Gas Line (PG&E)
<br />Fabric
<br />------e-------Existing
<br />Sta
<br />Underground Electric Line (PG&E)
<br />to
<br />----10"s-------
<br />Existing
<br />Underground Sewer Line (City of Stockton)
<br />Wide
<br />- -14"w- -Existing
<br />Ste 130+55
<br />Underground Water Line (City of Stockton)
<br />Sta
<br />- -t ----Existing
<br />2
<br />Underground Telephone Line (AT&T)
<br />Fabric
<br />- - -tv- -
<br />- Existing
<br />Underground Cable TV Line (Comcast)
<br />152+33
<br />---foCM---
<br />Existing
<br />Underground Fiber Optic Line (Comcast)
<br />-Sta 152+33
<br />---foS---
<br />Existing
<br />Underground Fiber Optic Line (Sprint)
<br />24'
<br />---foL3---Existing
<br />Fabric
<br />Underground Fiber Optic Line (Level3)
<br />to
<br />----pet----Existing
<br />Underground Petroleum Line (Kinder Morgan)
<br />24'
<br />124'
<br />Wide
<br />Existing
<br />Sign to remain in place unless otherwise noted
<br />and must be free of
<br />Sta
<br />any visual obstructions. Relocation of sign as approved
<br />by the Engineer.
<br />Const
<br />I ,Limits of Cleari
<br />HMA
<br />Match Exist
<br />I Slope
<br />r --
<br />Existing Variable Depth
<br />Roadway Shoulder Backing
<br />SHOULDER DETAIL 1
<br />and Grubbi
<br />'1 2' 11'
<br />Existing
<br />Surface
<br />Limits of Clearing and Grubbing
<br />Earthwork (Misc Areas)
<br />Existing E Fill & Grade to Drain Swale
<br />Surface c 8' 2' J 2' 2'
<br />U U-
<br />Var 8y,
<br />L
<br />Var Depth Shoulder 3" or more
<br />Backing Fill to below EP to
<br />Restore Grade (See drain to SDI
<br />Shoulder Schedule at Sta 154+31
<br />Note 2, This Sheet) (24' Lt)
<br />SHOULDER DETAIL 3
<br />See
<br />Shoulder
<br />Detail
<br />Below
<br />TE
<br />VTJ
<br />Const
<br />I
<br />Limits of Clearing and Grubbing and Mailbox Relocatio
<br />I
<br />16'-28' 16'-25'-
<br />24'-30' Geosynthetic Pavement Interlayer
<br />I
<br />_Match Exist Slope Match Exist Slope_
<br />Existing :Roadway
<br />L- - --
<br />1,
<br />Place HMA
<br />E
<br />0'-7'
<br />LEFT
<br />Match Exist
<br />I
<br />- - --
<br />Geosynthetic
<br />Pavement Interlayer
<br />Slope
<br />0.25'
<br />HMA
<br />Overlay
<br />(Paving Fabric)
<br />BEGIN
<br />END
<br />DETAIL
<br />'
<br />r - -----------J
<br />108+97
<br />1
<br />TYPICAL
<br />Mathews Road: Sta 104+13
<br />Existing
<br />Roadway
<br />SECTION
<br />108+22
<br />24'
<br />Wide
<br />Fabric
<br />to
<br />Sta
<br />Sta 120+90
<br />to
<br />Sta
<br />130+55
<br />24
<br />Wide
<br />Fabric
<br />Ste 130+55
<br />to
<br />Sta
<br />131+8530f
<br />2
<br />Wide
<br />Fabric
<br />-Sta 151+58
<br />to
<br />Sta
<br />152+33
<br />30'
<br />Wide
<br />Fabric
<br />-Sta 152+33
<br />to
<br />Sta
<br />154+36
<br />24'
<br />Wide
<br />Fabric
<br />-Sta 158+87
<br />to
<br />Sta
<br />159+15
<br />24'
<br />124'
<br />Wide
<br />Fabric
<br />Ash Street: Sta 159+15
<br />to
<br />Sta
<br />159+79
<br />24'
<br />Wide
<br />Fabric
<br />Sta 160+88
<br />to
<br />Sta
<br />173+80
<br />Wide
<br />Fabric
<br />TE
<br />LJJQ oy
<br />'ON J33HS d3~1
<br />ioulde
<br />Detail
<br />Grade existing ground to
<br />place TE 1' min width
<br />(TYp)
<br />Const
<br />I
<br />Limits of Clearing and Grubbing and Mailbox Relocation -
<br />EP � EP
<br />0'-7' 12'-55' 12'-55' 0'-7'
<br />See Fog Fog See
<br />Shoulder Seal Seal Shoulder
<br />Detail Detail
<br />BelowMatch Exist Sloe Match Exist Slope + Below
<br />Const
<br />"
<br />HMA Overlay I
<br />I
<br />Match
<br />Exist I
<br />Slope
<br />Var Depth Existing
<br />Shoulder Roadway
<br />Backing
<br />I Existing Y Roadwa i
<br />---------
<br />Remove 0.25' AC
<br />Place 0.25' HMA
<br />TYPICAL SECTION _ 5�.10ytkos �-a lot}1}
<br />Mathews Road: Sta 108+97 to Sta 132tioo
<br />Sta 132+60 to Sta $3 154+ U 1
<br />Sta 155+43 to Sta 158+37' QS-+
<br />q
<br />Const
<br />I Limits of Clearing and Grubbing
<br />Remove AC Fog Seal
<br />1,
<br />Place HMA
<br />E
<br />0'-7'
<br />LEFT
<br />Match Exist
<br />I
<br />--
<br />a
<br />Slope
<br />°
<br />w
<br />END
<br />DETAIL
<br />BEGIN
<br />END
<br />DETAIL
<br />'
<br />r - -----------J
<br />108+97
<br />1
<br />Existing
<br />Surface
<br />Existing
<br />Roadway
<br />1
<br />108+97
<br />Existing Curb, Gutter &
<br />SHOULDER
<br />108+97
<br />DETAIL
<br />Sidewalk where occurs
<br />2
<br />q
<br />Const
<br />Limits of Clearing and Grubbing
<br />IEarthwork (Misc Areas) EP Remove ACPlace HMA
<br />Existing E Grade Swale or HMA Overlay)
<br />Surface o, Match
<br />2 2 2 2 Exist I
<br />o LL-
<br />v Var, 89, O v _Slope
<br />L
<br />3" Below EP -
<br />Existing
<br />LVar Depth Roadway
<br />Shoulder
<br />Backing
<br />SHOULDER DETAIL 4
<br />NOTES:
<br />1. Contractor will taper Shoulder Backing to existing
<br />vaults, frames and covers/SDI grates located in
<br />shoulder area.
<br />2. In Shoulder Details 3 and 4, cut material may be
<br />used as fill material where needed upon approval
<br />and direction by Engineer.
<br />3. VG = Valley Gutter (See Sheet 4, Valley Gutter
<br />Detail)
<br />� Q -r
<br />ill
<br />RECORD D No. 42581,Aa
<br />l' ,*+ e�+►icfna B �
<br />CIVI\-
<br />Ck
<br />Any Person Using This Drawing Sho Id -VW
<br />Aii information By inspecting The Site Of Work
<br />David Mendoza
<br />RCE 42581
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE GENERAL NOTES AND ASH STREET AND MATH EWS ROAD RESURFACING SHEET
<br />SHEETS
<br />LRyan Yamada 06 97 R,lei/I� �,ui,�,COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS (Harlan Road to French Camp Road; Howard Road to Harlan Road) 2 7
<br />,� l *
<br />DRAWER SHEET N0. R8ASION DATE
<br />e��
<br />ASH
<br />MATHEWS
<br />ROAD
<br />LEFT
<br />LEFT
<br />RIGHT
<br />RIGHT
<br />DETAIL
<br />BEGIN
<br />END
<br />DETAIL
<br />BEGIN
<br />END
<br />DETAIL
<br />103+38
<br />108+97
<br />1
<br />103+38
<br />108+97
<br />1
<br />108+97
<br />120+15
<br />2
<br />108+97
<br />120+15
<br />2
<br />120+15
<br />132+60
<br />1
<br />120+15
<br />132+60
<br />1
<br />132+60
<br />150+83
<br />2
<br />132+60
<br />150+83
<br />2
<br />150+83
<br />152+24
<br />1
<br />150+83
<br />154+50
<br />1
<br />152+24
<br />154+40
<br />3
<br />154+50
<br />155+74
<br />N/A
<br />154+40
<br />155+38
<br />N/A
<br />155+74
<br />156+13
<br />1
<br />155+38
<br />155+46
<br />1
<br />156+13
<br />158+38
<br />VG
<br />155+46
<br />158+79
<br />4
<br />158+38
<br />159+15
<br />1
<br />158+79
<br />159+15
<br />1
<br />L�l
<br />NOTES:
<br />1. Contractor will taper Shoulder Backing to existing
<br />vaults, frames and covers/SDI grates located in
<br />shoulder area.
<br />2. In Shoulder Details 3 and 4, cut material may be
<br />used as fill material where needed upon approval
<br />and direction by Engineer.
<br />3. VG = Valley Gutter (See Sheet 4, Valley Gutter
<br />Detail)
<br />� Q -r
<br />ill
<br />RECORD D No. 42581,Aa
<br />l' ,*+ e�+►icfna B �
<br />CIVI\-
<br />Ck
<br />Any Person Using This Drawing Sho Id -VW
<br />Aii information By inspecting The Site Of Work
<br />David Mendoza
<br />RCE 42581
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE GENERAL NOTES AND ASH STREET AND MATH EWS ROAD RESURFACING SHEET
<br />SHEETS
<br />LRyan Yamada 06 97 R,lei/I� �,ui,�,COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS (Harlan Road to French Camp Road; Howard Road to Harlan Road) 2 7
<br />,� l *
<br />DRAWER SHEET N0. R8ASION DATE
<br />e��
<br />ASH
<br />STREET
<br />LEFT
<br />RIGHT
<br />BEGIN END
<br />DETAIL
<br />BEGIN
<br />END
<br />DETAIL
<br />159+15 159+94
<br />1
<br />159+15
<br />159+94
<br />1
<br />160+73 174+30
<br />1
<br />160+73
<br />167+44
<br />1
<br />167+44
<br />170+31
<br />4
<br />170+31
<br />1 174+30
<br />1
<br />NOTES:
<br />1. Contractor will taper Shoulder Backing to existing
<br />vaults, frames and covers/SDI grates located in
<br />shoulder area.
<br />2. In Shoulder Details 3 and 4, cut material may be
<br />used as fill material where needed upon approval
<br />and direction by Engineer.
<br />3. VG = Valley Gutter (See Sheet 4, Valley Gutter
<br />Detail)
<br />� Q -r
<br />ill
<br />RECORD D No. 42581,Aa
<br />l' ,*+ e�+►icfna B �
<br />CIVI\-
<br />Ck
<br />Any Person Using This Drawing Sho Id -VW
<br />Aii information By inspecting The Site Of Work
<br />David Mendoza
<br />RCE 42581
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE GENERAL NOTES AND ASH STREET AND MATH EWS ROAD RESURFACING SHEET
<br />SHEETS
<br />LRyan Yamada 06 97 R,lei/I� �,ui,�,COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS (Harlan Road to French Camp Road; Howard Road to Harlan Road) 2 7
<br />,� l *
<br />DRAWER SHEET N0. R8ASION DATE
<br />e��
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