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R612 Sect-Swale · 2020. 1. 30. · Harington 3-pc RockFace Units Details Tiered Wall Details Designed By: Checked By: Revision: Date: Drawing No: No Scale Scale: Harington Unit Finished

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Text of R612 Sect-Swale · 2020. 1. 30. · Harington 3-pc RockFace Units Details Tiered Wall Details...

  • 4.375"

    6"

    8.75"

    12"

    12"

    12"

    18"

    12.5" 12"

    6"6"6"

    Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc. RockFace Units Details 6" 3-pc. Units Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Harington 3 pc. Units

    12"

    6"

    1.125"

    Typical Section

    LargeMediumSmall

    1 ofRKMRKM 12

    Dimensions May Vary by Region*

    11/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • 17.25"

    11"10"

    3"

    Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Trapezoidal Cap Unit Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Cap Units Inside Curve Cap Units Corner / Wall

    Cap Units Wall Step PlanCap Units Wall StepIsometric

    Cap Unit

    Cap Units Outside Curve

    Split Cap End

    Split Cap Both Ends

    Split Cap End

    Cut Cap Unit as Required at End of Wall

    Cut Cap Units as Requiredto Construct a Mitered 90 Degree Corner

    Cut Cap Units to Fitas Required

    Cut Cap Units to Fitas Required

    2 ofRKMRKM 1211/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • 18"

    13.5"

    3"

    Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Rectangular Cap Unit Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Cap Units Inside Curve Cap Units Corner / Wall

    Cap Units Wall Step PlanCap Units Wall StepIsometric

    Cap Unit

    Cap Units Outside Curve

    Cut Cap Unit as Required at End of Wall

    Cut Cap Units as Required toConstruct a Mitered 90 Degree Corner

    Cut Cap Units to Fitas Required

    Cut Cap Units to Fitas Required

    3 ofRKMRKM 12

    Double Cap at Step

    11/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

    11/2018

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Gravity Wall Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Gravity Wall Typical Section

    Cap Unit

    Harington Unit

    FinishedGrade

    Total WallHeight

    Embedment

    24"

    6"

    12" (Min.) of FreeDraining Aggregate

    4" Ø (Min) Drain Tile(Elevation Varies)(See Note)

    4" Ø (Min) Drain Tile(Elevation Varies) - or -

    6" (Min) CompactedGranular Base Leveling Pad

    Note:Drain should be at bottom of wall whenpossible.Utilize raised drain location when bottomof wall drainage is not possible.

    1 1/8"6"

    Low Permeable Soil

    4 ofRKMRKM 1211/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Reinforced Wall Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Cap Unit

    Harington Unit

    FinishedGrade

    Total WallHeight

    Embedment

    24"

    6"

    4" Ø (Min) Drain Tile(Elevation Varies)

    4" Ø (Min) Drain Tile(Elevation Varies) - or -

    6" (Min) CompactedGranular Base Leveling Pad

    12" (Min.) of FreeDraining Aggregate

    GeosyntheticReinforcement(Typ)

    Reinforced Soil

    1 1/8"6"

    Note:Drain should be at bottom of wall whenpossible.Utilize raised drain location when bottomof wall drainage is not possible.

    Typical Reinforced Wall Section

    Low Permeable Soil

    5 ofRKMRKM 1211/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Tiered Wall Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Harington Unit

    Finished Grade

    24"

    6" 6" (Min) CompactedGranular BaseLeveling Pad

    12" (Min.) of FreeDraining Aggregate

    GeosyntheticReinforcement(Typ)

    Reinforced Soil

    Varies

    Cap Unit Total TierHeight

    Embedment

    Embedment

    Typical Tiered Section

    1 1/8"6"

    1 1/8"6"

    Rear Drain SytemWhen Required

    6 ofRKMRKM 12

    4" Ø (Min) Drain Tile(Elevation Varies)

    4" Ø (Min) Drain Tile(Elevation Varies) - or -

    11/2018

    Note:Drain should be at bottom of wall whenpossible.Utilize raised drain location when bottomof wall drainage is not possible.

    4444 W 78th St, Minneapolis, MN 55435

    952-897-1040

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Inside Corner Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Typical Base and / or OddNumbered Courses Plan

    Inside Corner Isometric

    Typical 2nd and / or EvenNumbered Courses Plan

    Inside Corner Plan with Geogrid

    Grid

    Str

    engt

    h Di

    rect

    ion

    Grid Strength Direction

    Additional Geogrid OverlapExtension (See Note)

    H/4

    H/4

    Geogrid Note:Measure, cut and orient the geogrid, as per the engineers design andthe geogrid manufacturers specifications on correct strength direction.

    Extend geogrid the wall height / 4 (H / 4) beyond the adjoining wallface at inside wall corners.

    The reinforcement should not extend into the retaining wall units onthe perpendicular leg of the 90 degree corner.

    Geogrid Reinforcement(Typ.)

    3" of Backfill is RequiredBetween Overlapping Geogridfor Proper Anchorage (Typ.).

    7 ofRKMRKM 12

    Free DrainingAggregate

    11/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

    Note:Straight face units are shown for simplicity.Details are applicable to any face style.

    90°

    90°Harington Unit

    Harington Unit

    Free DrainingAggregate

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Outside Corner Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Typical Base and / or OddNumbered Courses Plan

    Outside Corner Isometric

    Typical 2nd and / or EvenNumbered Courses Plan

    Outside Corner Plan with Geogrid

    Free DrainingAggregate

    Corner Unit

    Geogrid Reinforcement(Typ.)

    3" of Backfill is RequiredBetween Overlapping Geogridfor Proper Anchorage (Typ.).

    Corner Unit

    H/2

    H/2

    H/2

    H/2

    Wall Corner AdditionalFree DrainingAggregate Fill Limits(See Notes)

    Free DrainingAggregate

    Wall Corner AdditionalFree DrainingAggregate Fill Limits(See Notes)

    Geogrid Note:Measure, cut and orient the geogrid, as per theengineers design and the geogrid manufacturersspecifications on correct strength direction.

    The reinforcement should not extend into theretaining wall units on the perpendicular leg of the90 degree corner.

    Free Draining Aggregate Note:Place additional free draining aggregatefill at outside wall corners to extend backfrom wall face each way a distance equalto the wall height / 2 (H / 2).

    8 ofRKMRKM 12

    Grid Strength Direction

    Grid

    Str

    engt

    h Di

    rect

    ion

    11/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

    90°

    90°

    Harington Unit

    Harington Unit

    TixDRectangle

    TixDRectangle

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Inside Curve Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Typical Inside Curve Plan

    Inside Curve IsometricInside Curve Plan with Geogrid

    Free DrainingAggregate

    Harington Unit

    Place Additional Pieces of GeogridWhen Gap Angle Exceeds 20° onInside Wall Curves

    Geogrid Reinforcement(Typ)

    20°

    Grid Strength Direction

    Grid

    Str

    engt

    h Di

    rect

    ion

    9 ofRKMRKM 12

    Geogrid Note:Measure, cut and orient the geogrid, as per theengineers design and the geogrid manufacturersspecifications on correct strength direction.

    The reinforcement should not extend into theretaining wall units on the perpendicular leg of the90 degree corner.

    11/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Outside Curve Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Typical Outside Curve Plan

    Outside Curve Isometric

    Outside Curve Plan with Geogrid

    Free DrainingAggregate

    Harington Unit

    3" of Backfill is RequiredBetween Overlapping Geogridfor Proper Anchorage (Typ.)

    H/2

    H/2

    Geogrid Reinforcement (Typ)

    Additional Corner Free DrainingAggregate (See Notes)

    10 ofRKMRKM 12

    Geogrid Note:Measure, cut and orient the geogrid, as per theengineers design and the geogrid manufacturersspecifications on correct strength direction.

    The reinforcement should not extend into theretaining wall units on the perpendicular leg of the90 degree corner.

    Free Draining Aggregate Note:Place additional free draining aggregatefill at outside wall corners to extend backfrom wall face each way a distance equalto the wall height / 2 (H / 2).

    Grid Strength Direction

    Grid

    Str

    engt

    h Di

    rect

    ion

    11/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Top of Wall Fence Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Cap Unit

    Harington Unit

    Finished Grade

    18" ±

    Minimum Offset Fence Section

    Note:Concrete filled tube or form to be set during the wallconstruction, not drilled through geogrid afterwardswhen directly behind units.

    Steel Fence or Railing

    36" M

    in.

    Geosynthetic Reinforcement(Typ)

    Concrete Filled Tube orForm 8' o.c. Max.

    Cap Unit

    Harington Unit

    FinishedGrade

    36"

    Steel Fence or Railing

    24" M

    in.

    Geosynthetic Reinforcement(Typ)

    Concrete Filled Tube orForm 8' o.c. Max.

    Fence Section

    11 ofRKMRKM 1211/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

  • Title:

    The suitability and/or manner of use of any detailscontained in this document is the sole responsibility of theuser.Final project specific designs shall be prepared by a licensedprofessional engineer.

    Copyright 2018 Keystone Retaining Wall Systems, LLC Project:Harington 3-pc RockFace Units Details Top of Wall Swale Details

    Revision: Date: Drawing No:Designed By: Checked By:

    No Scale

    Scale:

    Cap Unit

    Harington Unit

    Concrete or GrassDrainage Swale toIntercept and DivertSurface Water

    Steel Fence or Railingas Required

    Geosynthetic Reinforcement(Typ)

    Concrete Filled Tube orForm 8' o.c. Max.

    Drainage Swale Section

    24" M

    in.

    Low Permeable soil

    PlasticMembrane

    Expansion Materialw/Concrete

    FinishedGrade

    36" Min.

    8" Min.

    12 ofRKMRKM 1211/20184444 W 78th St, Minneapolis, MN 55435952-897-1040

    Sheets and ViewsHarington-6in Unit Details-R612 RFC UnitsPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Cap UnitsPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Cap Units RecPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Sect-GrvPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Sect-GridPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Sect-TieredPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Crnr-InsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Crnr-OutsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R812 Crv-InsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Crv-OutsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Sect-FencePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3

    Harington-6in Unit Details-R612 Sect-SwalePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3