-
11.88"
11.88"
18"
20"
18"
20"
18.63"
11.88" 20"
8" 8"8"
4"11.
94" 10.38"
17.25"
18"9"
18"
8"
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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details 8" Single Unit Details
Revision: Date: Drawing No:Designed By: Checked By:
No Scale
Scale:
Tri-Plane Face Unit Straight Face UnitDeco Face Unit
Cap Unit Corner Unit
Dimensions May Vary by Region*
1 ofCDMRKM 1112-19-174444 W 78th St, Minneapolis, MN
55435952-897-1040
-
17.25"
11.94" 10.
38"
4"
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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details 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 Step
Isometric
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 ofCDMRKM 1112-19-174444 W 78th St, Minneapolis, MN
55435952-897-1040
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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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details Gravity Wall Details
Revision: Date: Drawing No:Designed By: Checked By:
No Scale
Scale:
Gravity Wall Typical Section
Cap Unit
Valera Pro Unit
FinishedGrade
Total WallHeight
Embedment
32"
6"
24" (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.
Low Permeable Soil
9/16"
8"
3 ofCDMRKM 1112-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details Reinforced Wall Details
Revision: Date: Drawing No:Designed By: Checked By:
No Scale
Scale:
Cap Unit
Valera Pro Unit
FinishedGrade
Total WallHeight
Embedment
32"
6"
4" Ø (Min) Drain Tile(Elevation Varies)
4" Ø (Min) Drain Tile(Elevation Varies) - or -
6" (Min) CompactedGranular Base Leveling Pad
24" (Min.) of FreeDraining Aggregate
GeosyntheticReinforcement(Typ)
Reinforced Soil
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
9/16"
8"
4 ofCDMRKM 1112-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details Tiered Wall Details
Revision: Date: Drawing No:Designed By: Checked By:
No Scale
Scale:
Valera Pro Unit
Finished Grade
32"
6" 6" (Min) CompactedGranular BaseLeveling Pad
24" (Min.) of FreeDraining AggregateGeosynthetic
Reinforcement(Typ)
Reinforced Soil
Varies
Cap Unit
Total TierHeight
Embedment
Embedment
Typical Tiered Section
Rear Drain SytemWhen Required
9/16"
8"
9/16"
8"
5 ofCDMRKM 11
Note:Drain should be at bottom of wall whenpossible.Utilize
raised drain location when bottomof wall drainage is not
possible.
4" Ø (Min) Drain Tile(Elevation Varies)
4" Ø (Min) Drain Tile(Elevation Varies) - or -
12-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro 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
Block Note:Cut units as required to maintain running bond
pattern.
Grid
Str
engt
h Di
rect
ion
Grid Strength Direction
Free DrainingAggregate
Cut Unit
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.).
6 ofCDMRKM 11
Free DrainingAggregate
Cut Unit
12-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro 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
Block Note:Cut units as required to maintain runningbond
pattern.
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).
7 ofCDMRKM 11
Grid Strength Direction
Grid
Str
engt
h Di
rect
ion
12-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro 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
Block Note:Cut units as required to maintain running bond
pattern.
Free DrainingAggregate
Valera Pro Unit
Place Additional Pieces of GeogridWhen Gap Angle Exceeds 20°
onInside Wall Curves
Geogrid Reinforcement(Typ)
8 ofCDMRKM 11
Grid
Str
engt
h Di
rect
ion
Grid Strength Direction
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.
12-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro 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
Block Note:Cut units as required to maintain running bond
pattern.
Free DrainingAggregate
Valera Pro Unit
3" of Backfill is RequiredBetween Overlapping Geogridfor Proper
Anchorage (Typ.)
H/2
H/2
Geogrid Reinforcement (Typ)
Additional Corner Free DrainingAggregate (See Notes)
9 ofCDMRKM 11
Grid Strength Direction
Grid
Str
engt
h Di
rect
ion
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).
12-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details Top of Wall Fence Details
Revision: Date: Drawing No:Designed By: Checked By:
No Scale
Scale:
Cap Unit
Valera Pro Unit
Finished Grade
25" ±
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
Valera Pro Unit
FinishedGrade
36"
Steel Fence or Railing
24" M
in.
Geosynthetic Reinforcement(Typ)
Concrete Filled Tube orForm 8' o.c. Max.
Fence Section
10 ofCDMRKM 1112-19-174444 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 2017 Keystone Retaining Wall Systems, LLC
Project:Valera Pro Details Top of Wall Swale Details
Revision: Date: Drawing No:Designed By: Checked By:
No Scale
Scale:
Cap Unit
Valera Pro 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.
11 ofCDMRKM 1112-19-174444 W 78th St, Minneapolis, MN
55435952-897-1040
Sheets and ViewsValera Pro Unit
Details-UnitsPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit Details-Cap
UnitsPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Sect-GrvPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Sect-GridPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Sect-TieredPlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Crnr-InsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Crnr-OutsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Crv-InsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Crv-OutsidePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Sect-FencePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
Valera Pro Unit
Details-Sect-SwalePlotOLE1PS-Iso-Txt-Frt-PlanPS-Iso-Txt-Side-ElevPS-Iso-Txt-Frt-ElevOLE3
