View
15
Download
0
Category
Preview:
DESCRIPTION
ziduri de sprijin
Citation preview
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
1
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications Title Sheet
Specialty Applicationsfor Keystone Walls
SHEET INDEX
Title Sheet Sheet 1
Soil Nail Facing Sheet 2
Rock/Shotcrete Facing Sheet 3
Manta Ray Anchor Wall Sheet 4
H-Pile Wall Facing Sheet 5
Sheet Pile Wall Facing Sheet 6
Concrete Wall Stairway Sheet 7
Interlocking Gravity Wall Sheet 8
Geofoam Wall Construction Sheet 9
Foundation Obstruction Sheet 10
Slip Joint Installation Sheet 11
In-situ Slip Joint Sheet 12
KeystoneCompac Units
Leveling Pad
SelectBackfill
321
Railing per Site Plans
Bond Breaker/Exp Jt
7.5'6.5'
ExistingConcreteWall
2" Coping
Finished Grade
6" Thick Concrete Slab
Exp Jt
Thickness varies atsteps and landings
3" Galvanized Pipe
#6 Pipe AnchorsDrill & Epoxyinto wall
SG200 GeogridWrap Pipe and Return
Top of concrete wall
1±
8
Leveling pad at elevationsand stations per layout plans
Keystone Compac Units
2' Typ.
Keystone Cap Unit
Soil Failure Plane
Stiff Firm Soil5˚
Finished Grade
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
2
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
#4 Rebar
Typical Plan View
SoilAnchors5' c/c
Keystone Compac Units
FlowableConcrete Fill Shotcrete
Soil Nail Facing
Typical Wall Elevation
Footing Steps
1/2" Expansion Joint Material(50' c/c Maximum)
Geogrid
Top of Wall Steps
Typical Soil Nail/Anchor Section
1±
8
Leveling Pad at Elevationsand Stations per Layout Plans
6" Perforated PVC CollectorPipe to Underdrain System
#57 Stone Wrapped in Geotextile
Soil Nail/Anchor System(design by others)
5' Typ.
Temporary Shotcrete & Mesh FacingSupport System with Drainage.
(design by others)
Keystone Compac Units
Flowable Concrete Fillf'c = 500 psi - 2' Lifts
2' ±
Vertical #4 Rebar @ 2.5' c/c
Geogrid - 2' Vertical c/cExtend to Shotcrete Between rebar
Horizontal #4 Rebar @ 2.5' c/c(at anchor locations)
See Anchorage Detail
1' Nominal(6" min)
Keystone Cap Unit
#10 Grade 60 Anchor
6" x 6" x 1/2" Steel Plate(2) - Nuts to Secure Plate
#10 bar-Extended Threads#4 Rebar
Flowable Concrete Fill
KeystoneCompacUnit
Geogrid
Typical Anchorage Detail
Drainage Net
GeogridSoil
Anchors5' c/c
Finished Grade
Finished Grade
Draingage Net(design by others)
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
3
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
Typical Plan View
RockAnchors6' c/c
Keystone Standard Units
Rock
Rock/Shotcrete Facing
Typical Wall Elevation
#5 Rebar
Top of Wall Steps
Typical Rock Facing Section
1±
32
6" Perforated PVC Collector Pipe
Unit Drainage Fill
Rock Anchor System(design by others)
4' c/c (Max)
Keystone Standard Units
1.75'±
See Concrete Beam Detail
6"
Keystone Cap Unit
4" x 4" x 1/4" Steel Plate with(2) - Nuts to Secure Plate
KeystoneStandardUnit
Typical Concrete Beam Detail
Keystone StandardUnit with Tail Cutoff
Rock Bolt or Rock Anchor(length and spacing determined
by design engineer)
(4) - #5 Rebar
Rock
Keystone StandardUnit with Tail Cutoff
Keystone StandardUnit with Tail Cutoff
1/2" Exp Joint in Beam@ 18' c/c - Stop rebar
Concrete Beam(min 2" into unit above andbelow , f'c -4000 psi)
Unit Drainage Fill
Unit Drainage Fill
Rock Bolt Patttern (4' x 6' staggered)
Limits of Concrete Beam
Protect Exposed Anchor from Corrosion.(galvanize, cold tar epoxy, grouted sleeve)
Footing Steps
Soil
Leveling Pad at Elevationsand Stations per Layout Plans
Finished Grade
Joint in Concrete Beam
Finished Grade
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
4
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
Typical Plan View
Manta Ray Anchor Facing
Typical Wall Elevation
Footing Steps
Typical Manta Ray Anchor Section
1±
8
Leveling Pad at Elevationsand Stations per Layout Plans
Keystone Compac Units
2' Typ.
Keystone Cap Unit
Unit Drainage Fill
KeystoneCompacUnit
Typical Connector Detail
Manta RayAnchors
Keystone Compac Units
Geogrid 3" Galvanized PipeStiff Firm Soil
GalvanizedPipe LoopConnectorUnit Drainage Fill
Geogrid (LTDS >1200 plf)
Manta Ray Anchor
3" Galvanized Pipe, Sch 40Galvanized Pipe Loop Connector
Soil Failure Plane
Stiff Firm Soil
3/4" Galv. CTB Rod
5˚
6' c/c
Galvanized Pipe,Loop Connector andManta Ray Anchors(staggered installation)
3" Galvanized Pipe
Top of Wall Steps
Finished GradeFinished Grade Threaded Pipe Coupling
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
5
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
Typical Pile & Lagging Wall Section
1±32
Leveling pad at elevationsand stations per layout plans
Keystone Compac Units
2' ±
1'± nominalKeystone Cap Unit
Unit Drainage Fill4" Perforated PVC Collector Pipe
Steel H PilingDriven or Augered
Finished Grade
Timber Lagging as Req'd
2.67' c/c (Max)
3" Galvanized Pipe& Welded Pipe Loop
See Connector Detail
Typical Wall Elevation
Top of Wall Steps
Finished Grade
Keystone Compac Units
Geogrid Steel H Piles Timber Lagging6' to 8' c/c
Welded Pipe Loops3" Galvanized Pipe
Unit Drainage Fill
Typical Plan View
Unit Drainage Fill
KeystoneCompacUnit
Geogrid (LTDS >1200 plf)
3" Galvanized Pipe
Welded Pipe Loop -#6 Rebar or
1/4" x 1.5" Bar Stock
Steel H Piling
Timber Lagging as Req'd
Typical Connector Detail
Soldier Pile Facing
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
6
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
Typical Plan View
Keystone Compac Units
Typical Wall Elevation
Sheet Pile Facing
Geogrid Sheet Piling6' to 8' c/c
Welded Pipe Loops3" Galvanized Pipe
Top of Wall Steps
Typical Sheet Piling Wall Section
1±32
Leveling Pad at Elevations andStations per Layout Plans
Keystone Compac Units
2' ±
1'± nominalKeystone Cap Unit
Unit Drainage Fill
4" Perforated PVC Collector Pipe
Steel Sheet PilingPZ22/PZ27 Typical(design by others)
Finished Grade
Unit Drainage Fill
KeystoneCompacUnit
Geogrid
3" Galvanized Pipe
Welded Pipe Loop#6 Rebar or
1/4" x 1.5" Bar Stock
Steel Sheet Piling
Typical Connector Detail
2.67' c/c (Max)
3" Galvanized Pipe& Welded Pipe Loop
Finished Grade
See Connector Detail
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
7
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
7' 7' 9 @ 11" = 8.25'9 @ 11" = 8.25'9 @ 11" = 8.25'
10 @ 7 1/2"= 6.25'
10 @ 7 1/2"= 6.25'
10 @ 7 1/2"= 6.25'
Geogrid Depth to Concrete Wall 7.5'± 7.5' To Pipe Anchoring System
3" Galvanized Pipe #6 Pipe Anchors6' c/c
Top of existing concrete wall
Elevation - Front Face46'±
Plan View - Front Face
Existing Concrete Wall
KeystoneCompac Units
Leveling Pad
SelectBackfill
321
Railing per Site Plans
Bond Breaker/Exp Jt
Typical Section - Second Landing
7.5'6.5'
ExistingConcreteWall
2" Coping
Finished Grade
6" Thick Concrete Slab
Exp Jt
Thickness varies atsteps and landings
3" Galvanized Pipe
#6 Pipe AnchorsDrill & Epoxyinto wall
GeogridWrap Pipe and Return
Pipe Anchor Detail
5"-6"
5"-6"3" Galvanized Pipe
(use threaded couplers)
#6 Rebar Pipe Anchors• Bend as shown.• Install per epoxy manufacturer.• Coat with cold tar epoxyafter installation.
6 5/8"
Hilti HVA Epoxy Adhesive System(1" hole for #6 rebar)
7.5' Top of Wall8.2' Bottom of Wallfor 1:32 Batter
Top of concrete wall
Stairway Facing/ Concrete Wall
Stratagrid SG200
Key
Cut Blocks
Pipe Anchors/Pipe
7'
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
8
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
KeystoneStandard Units
Cap Unit
Leveling Pad
Unit Drainage Fill
Finished Grade
18
PL
5' ±
Limits of excavation
Interlock units whererequired on elevation
1'±
Low Permeable Soil
Typical Interlocked Wall Section
Typical Detail
Front Unitswith Pins
Standard Units 1" setback - Interlocked
Typical Wall Elevation
Unit Drainage Fill
Back Unitswith no Pins
Interlocking Standard Units
Standard Units 1" setback
Interlocked Standard Units
Top of Wall Steps
Footing Steps
Typical Plan View
Keystone Standard Units
Stiff Firm SoilUnit Drainage Fill
Finished Grade
Finished Grade
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
9
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
Top of WallTop of Sidewalk Profile
Bottom of Wall
WingWall
Bottom of GeofoamFooting Step
Barrier Parapet
Geofoam Blocks (32" x 4' x 8' Typ.)
GeogridGeogrid
Geogrid
Geogrid
Elevation - Front Face
Keystone Standard Unit
Keystone Cap UnitKeystone Compac Unit
Geogrid1/2"φ pins
Typical Section
Keystone/Geofoam Wall
Typical Wall Plan
12" Concrete Slab
Geogrid Gravel Borrow
Wing Wall
Roadway
Keystone Standard Unit
Geogrid ReinforcedWall Section
Geofoam
Geofoam
Geofoam
Base Leveling Pad
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
10
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
CL Pier Foundation
Concrete Pier
11
5' Dia
Foundation Obstruction
4" Galv Pipe - 6' long3/4" Galv CTB Bar - 7' Long
Galv Nut & Washers
Design Geogrid Level
Concrete Pier
4" Galv Pipe
5' Lap
4' Typ
Keystone Compac Units
3/4" Galv CTB TieRod
Geogrid - Wrap pipeand return to wall
Wall Elevation @ Pier Wall Section @ Pier
Wall Plan @ Pier
Keystone Compac Units
6' Wide Geogrid
Unit Drainage Fill
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
11
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
Front Elevation
Geogrid Layers Typical
11" min Space
Even Course
Three Unit Compac AssemblyGrouted with #4 bar Odd Course
12"
18"
Cut in Half
Trim to Fit
Compac Unit Cut Compac Unit
Slip Joint Installation
Plan View
No. Date Revision By
Date: Project No:Scale: Drawing No.
Designed By:
Checked By:
12
COPYRIGHT (c) 2000 by Keystone Retaining Wall Systems, Inc.The information contained herein has been compiled by Keystone Retaining WallSystems and to the best of our knowledge, accurately represents the Keystoneproduct use in the applications which are illustrated. This drawing is beingfurnished for design guidance and estimating only. Final determination of thesuitability for the use contemplated and its manner of use are the soleresponsibility of the user. Structural and geotechnical design analysis shall beperformed by a qualified engineer.
Any party accepting this document does so in confidence and agrees that it shallnot be duplicated in whole or in part, nor disclosed to others without the consentof Keystone Retaining Wall Systems, Inc.
cdm
1/10/00
Specialty Applications
MR-88 Manta Ray DriveAnchor and 6' Threadbar
9.5"11"
8"
12"
18"
1" Hole for threadbar
2" Recess for Nut and Washer
Cut Off
Three Cut Units One Cut Unit with Hole
12" cut intoexisting wall
Odd Course
Even Course
Three Unit Assembly - Grouted with #3 bars
Plan View
3 Unit Assembly Anchored 3 Unit Assembly
In-Situ Slip Joint
Installation1. Cut out wall in 3-4 unit segments.2. Drive anchor into backfill and lock.3. Install three unit slip joint segment.4. Repeat as required.
Recommended