|
1' 4'
<br />0
<br />C
<br />0
<br />A
<br />Earthwork
<br />Areas -Type
<br />'I 4'
<br />Const. R/W
<br />I
<br />1 See Plan
<br />Limits of Clearing and Grubbing and Mailbox Relocation
<br />-- 32'
<br />12' �I I 12'
<br />® 24' Pavement RI inforcina Fabric
<br />L ----I — —
<br />Exist. Roadway 0.35' Asphalt
<br />0.90' A.C. Concrete Overlay
<br />Widening (Typ.)
<br />DRAWN BY DATE PROJECT ENGINEER DATE
<br />V,vy &iif�rrh 06/07
<br />FILE NAME I DRAWER I SHEET NO.
<br />S uk, Jq1 b 9
<br />TYPICAL SECTION
<br />LINNE ROAD
<br />Sta.. 55+92 to Sta. 106+67
<br />4'
<br />4%
<br />0
<br />0
<br />0
<br />A
<br />I (Mises Areas -Type 1) 1
<br />M 0.12' Asphalt Concrete overlay
<br />at Sta. 102+42 to 106+67
<br />12' Pavement Reinforcing Fabric
<br />at Sto. 102+42 to 105+22
<br />Const. R/W
<br />-�+ I See Plan
<br />II
<br />Limits of Clearing and Grubbing and Mailbox Relocation
<br />32'
<br />I
<br />12' I i 12' 4-
<br />1.25' new PCC Pavement
<br />(see plans for limits)
<br />_2% I 2%_
<br />4%
<br />II --
<br />1.25' A.C. Reconstruction 0.25' shoulder backing
<br />(Typical)
<br />Earthwork
<br />(Misc. Areas -Type 1)
<br />TYPICAL SECTION
<br />LINNE ROAD
<br />Sta.. 52+92 to Sta. 55+92
<br />CHECKED DATE APPROVAL RECOMMENDED DATE
<br />on ke� 6`Y/07
<br />REVISIONS DATE
<br />Road Improvements\Plans\Linne Road All.dwg
<br />3
<br />Const.
<br />TYPICAL SECTION
<br />MACARTHUR DRIVE
<br />Sta. 10+45 to Sta. 12+20
<br />Sta. 13+52 to Sta. 15+84
<br />Const.
<br />1' I
<br />Limits of Clearing and Grubbing and Mailbox Relocation
<br />--- --1 --------. i�------ 12 —
<br />I
<br />E t — 4' _ 22' Pavement Reinforcing Fabric
<br />o I
<br />Vor
<br />,
<br />lra1_ _ Var, I Var.-
<br />Embankment L------- -----------�
<br />Existing Roadway
<br />0.40' AC
<br />Overlay
<br />® 0.40' A.C. Sta, 15+84 to Sta. 26+00
<br />0.12' A.C. Sto. 27+00 to Sta. 29+47
<br />COUNTY OF SAN JOAQUIN
<br />NO SCALE
<br />TYPICAL SECTION
<br />MACARTHUR DRIVE
<br />Sta. 15+84 to Sta. 29+47
<br />TYPICAL SECTIONS AND
<br />GENERAL NOTES
<br />4'
<br />(See detail 1
<br />Sta. 11+30 to
<br />24+50 Rt.)
<br />Variable depth
<br />shoulder backing
<br />Const.
<br />f
<br />,
<br />'ON 133HS I 83MV80
<br />GENERAL NOTES
<br />1. Placement of Asphalt Concrete surfacing shall not begin until the Asphalt
<br />Concrete used in Pavement Repair has been in place for 12 hours.
<br />2. Asphalt Concrete surfacing shall be placed as follows:
<br />0,12' A,C,- One (1) layer with fabric over existing pavement,
<br />0,35', and 0,40' A,C,- Two (2) layers of approximate equal thickness
<br />with pavement reinforcing fabric in between the layers.
<br />3. Excavated material generated by pavement repair/reconstruction and planing
<br />shall become the property of the contractor and shall be disposed of
<br />outside the right of way.
<br />4. All earthwork (except for final shoulder grading) shall be completed prior to
<br />placing final layer of Asphalt Concrete. No shoulder backing material sholl
<br />be deposited or drifted on the final lift of Asphalt Concrete surfacing.
<br />5. Existing drainage facilities, fences, water valves, frames and covers,
<br />sprinkler heads, trees and shrubs shall remain in place unless otherwise
<br />noted on the plans, The Contractor shall conduct earthwork operations so
<br />as not to modify or obstruct the existing drainage.
<br />6. Contractor shall compact disturbed Aggregate Bose to 95 percent relative
<br />compaction prior to placement of Portland Cement Concrete Pavement.
<br />12'
<br />Finished Surface
<br />R/W
<br />(Misc. Areas -Type 2)
<br />v4 _ I Var. I /--Conform at R/W
<br />J
<br />Exist. Aggregate Base
<br />�- 0,40' Shoulder Backing
<br />*Adjust as necessary
<br />to stay within R/W
<br />1. All work shall stay within R/W.
<br />2, Contractor shall be responsible for any damage to irrigation
<br />system on existing landscaped berm.
<br />MACARTHUR DRIVE
<br />SHOULDER DETAIL 1
<br />Sta. 11 +30 to Sta. 24+50 Rt.
<br />16' Earthwork (Misc. Areas -Type 2)
<br />12' Varies 4' 4'
<br />c 0
<br />3
<br />4%� V.c, Var. 0 --
<br />j ��_nl�i�l>�u—III II III -111 11MMIKIN�
<br />_ ll -1
<br />S�>
<br />Variable depth
<br />Existing AC Roadway shoulder backing
<br />DRAINAGE SWALE DETAIL
<br />Native Ground
<br />LINNE
<br />ROAD
<br />Limits of Clearing
<br />and Grubbing and
<br />Mailbox Relocation
<br />SNO.
<br />SHOEETS
<br />(Linne Road:
<br />Tracy Blvd
<br />I
<br />Linne Road to 1,800' south)
<br />2
<br />1 6
<br />'
<br />4'
<br />_ 12'
<br />12'
<br />4'
<br />-
<br />Conform 8 EP
<br />I / -
<br />Construction Joint
<br />(See detail 1
<br />Sta. 11+30 to
<br />or Driveway
<br />;
<br />24+50 Rt)
<br />i
<br />_2%
<br />''
<br />2%_
<br />a
<br />.6tl".25'
<br />-111�ir—rcr
<br />0,25 shoulder backing
<br />— —
<br />— — — — —
<br />— — i — —
<br />— __ _aVariable
<br />depth
<br />---0.25' shoulder backing
<br />Embankment
<br />Portland Cement Concrete Pavement
<br />Existing
<br />Aggregate Base
<br />(See Caltrans Std, Plans A35B do A35C)
<br />Existing A,C, surfacing and a portion of
<br />(See Note No. 6)
<br />A.B. to be removed to a depth of 1.25'
<br />prior to placement of P,C.C. Pavement,
<br />Const.
<br />TYPICAL SECTION
<br />MACARTHUR DRIVE
<br />Sta. 10+45 to Sta. 12+20
<br />Sta. 13+52 to Sta. 15+84
<br />Const.
<br />1' I
<br />Limits of Clearing and Grubbing and Mailbox Relocation
<br />--- --1 --------. i�------ 12 —
<br />I
<br />E t — 4' _ 22' Pavement Reinforcing Fabric
<br />o I
<br />Vor
<br />,
<br />lra1_ _ Var, I Var.-
<br />Embankment L------- -----------�
<br />Existing Roadway
<br />0.40' AC
<br />Overlay
<br />® 0.40' A.C. Sta, 15+84 to Sta. 26+00
<br />0.12' A.C. Sto. 27+00 to Sta. 29+47
<br />COUNTY OF SAN JOAQUIN
<br />NO SCALE
<br />TYPICAL SECTION
<br />MACARTHUR DRIVE
<br />Sta. 15+84 to Sta. 29+47
<br />TYPICAL SECTIONS AND
<br />GENERAL NOTES
<br />4'
<br />(See detail 1
<br />Sta. 11+30 to
<br />24+50 Rt.)
<br />Variable depth
<br />shoulder backing
<br />Const.
<br />f
<br />,
<br />'ON 133HS I 83MV80
<br />GENERAL NOTES
<br />1. Placement of Asphalt Concrete surfacing shall not begin until the Asphalt
<br />Concrete used in Pavement Repair has been in place for 12 hours.
<br />2. Asphalt Concrete surfacing shall be placed as follows:
<br />0,12' A,C,- One (1) layer with fabric over existing pavement,
<br />0,35', and 0,40' A,C,- Two (2) layers of approximate equal thickness
<br />with pavement reinforcing fabric in between the layers.
<br />3. Excavated material generated by pavement repair/reconstruction and planing
<br />shall become the property of the contractor and shall be disposed of
<br />outside the right of way.
<br />4. All earthwork (except for final shoulder grading) shall be completed prior to
<br />placing final layer of Asphalt Concrete. No shoulder backing material sholl
<br />be deposited or drifted on the final lift of Asphalt Concrete surfacing.
<br />5. Existing drainage facilities, fences, water valves, frames and covers,
<br />sprinkler heads, trees and shrubs shall remain in place unless otherwise
<br />noted on the plans, The Contractor shall conduct earthwork operations so
<br />as not to modify or obstruct the existing drainage.
<br />6. Contractor shall compact disturbed Aggregate Bose to 95 percent relative
<br />compaction prior to placement of Portland Cement Concrete Pavement.
<br />12'
<br />Finished Surface
<br />R/W
<br />(Misc. Areas -Type 2)
<br />v4 _ I Var. I /--Conform at R/W
<br />J
<br />Exist. Aggregate Base
<br />�- 0,40' Shoulder Backing
<br />*Adjust as necessary
<br />to stay within R/W
<br />1. All work shall stay within R/W.
<br />2, Contractor shall be responsible for any damage to irrigation
<br />system on existing landscaped berm.
<br />MACARTHUR DRIVE
<br />SHOULDER DETAIL 1
<br />Sta. 11 +30 to Sta. 24+50 Rt.
<br />16' Earthwork (Misc. Areas -Type 2)
<br />12' Varies 4' 4'
<br />c 0
<br />3
<br />4%� V.c, Var. 0 --
<br />j ��_nl�i�l>�u—III II III -111 11MMIKIN�
<br />_ ll -1
<br />S�>
<br />Variable depth
<br />Existing AC Roadway shoulder backing
<br />DRAINAGE SWALE DETAIL
<br />Native Ground
<br />LINNE
<br />ROAD
<br />AND MACARTHUR DRIVE
<br />IMPROVEMENTS
<br />SNO.
<br />SHOEETS
<br />(Linne Road:
<br />Tracy Blvd
<br />to MacArthur Drive; MacArthur Drive:
<br />Linne Road to 1,800' south)
<br />2
<br />1 6
<br />
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