Embed Size (px)
Citation preview
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 55435
952-897-1040
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 55435
952-897-1040
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 55435
952-897-1040
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 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 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 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 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 55435
952-897-1040
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 55435
952-897-1040
90°
90°
Harington Unit
Harington Unit
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 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 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 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 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 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 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 55435
952-897-1040
