Specialty Applications. for Keystone Walls

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1 for 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 Railing per Site Plans 7.5' 6.5' Top of concrete wall Concrete Wall Stairway Sheet 7 Thickness varies at steps and landings Bond Breaker/Exp Jt Compac Units " Coping Exp Jt 6" Thick Concrete Slab Select Backfill #6 Pipe Anchors Drill & Epoxy into wall Existing Concrete Wall SG200 Wrap Pipe and Return 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 Cap Unit 8 1± 2' Typ. 5 Stiff Firm Soil Soil Failure Plane Leveling Pad Leveling pad at elevations and stations per layout plans Title Sheet 1

2 #4 Rebar Drainage Net Flowable Concrete Fill Shotcrete Soil Anchors 5' c/c Compac Unit Flowable Concrete Fill #4 Rebar #10 bar-extended Threads #10 Grade 60 Anchor (2) - Nuts to Secure Plate 6" x 6" x 1/2" Steel Plate 1/2" Expansion Joint Material (50' c/c Maximum) Typical Plan View Typical Anchorage Detail 2' ± Top of Wall Steps Cap Unit 1' Nominal (6" min) See Anchorage Detail Draingage Net (design by others) Horizontal #4 2.5' c/c (at anchor locations) Soil Anchors 5' c/c Vertical #4 2.5' c/c Flowable Concrete Fill f'c = 500 psi - 2' Lifts 1± Temporary Shotcrete & Mesh Facing Support System with Drainage. (design by others) 8 5' Typ. - 2' Vertical c/c Extend to Shotcrete Between rebar Soil Nail/Anchor System (design by others) #57 Stone Wrapped in Geotextile Typical Wall Elevation Footing Steps Leveling Pad at Elevations and Stations per Layout Plans Typical Soil Nail/Anchor Section 6" Perforated PVC Collector Pipe to Underdrain System Soil Nail Facing 2

3 #5 Rebar Rock 1/2" Exp Joint in 18' c/c - Stop rebar Rock Anchors 6' c/c 4" x 4" x 1/4" Steel Plate with (2) - Nuts to Secure Plate Standard Unit with Tail Cutoff Protect Exposed Anchor from Corrosion. (galvanize, cold tar epoxy, grouted sleeve) Rock Bolt or Rock Anchor (length and spacing determined by design engineer) Standard Unit with Tail Cutoff Standard Units Typical Plan View Standard Unit (4) - #5 Rebar Typical Concrete Beam Detail Concrete Beam (min 2" into unit above and below, f'c psi) 1.75'± 6" Top of Wall Steps Cap Unit Soil Limits of Concrete Beam Standard Units See Concrete Beam Detail Standard Unit with Tail Cutoff Rock Bolt Patttern (4' x 6' staggered) 1± 4' c/c (Max) Rock 32 Joint in Concrete Beam Rock Anchor System (design by others) Footing Steps Leveling Pad at Elevations and Stations per Layout Plans 6" Perforated PVC Collector Pipe Typical Wall Elevation Typical Rock Facing Section Rock/Shotcrete Facing 3

4 (LTDS >1200 plf) Stiff Firm Soil Manta Ray Anchors 6' c/c Galvanized Pipe Loop Connector Compac Unit, Sch 40 Galvanized Pipe Loop Connector 3/4" Galv. CTB Rod Manta Ray Anchor Typical Connector Detail Typical Plan View 2' Typ. Top of Wall Steps Cap Unit 5 Stiff Firm Soil Galvanized Pipe, Loop Connector and Manta Ray Anchors (staggered installation) 8 1± Soil Failure Plane Threaded Pipe Coupling Footing Steps Leveling Pad at Elevations and Stations per Layout Plans Typical Wall Elevation Typical Manta Ray Anchor Section Manta Ray Anchor Facing 4

5 Welded Pipe Loops Steel H Piles Timber Lagging 6' to 8' c/c Compac Unit (LTDS >1200 plf) Welded Pipe Loop - #6 Rebar or 1/4" x 1.5" Bar Stock Typical Plan View Steel H Piling Timber Lagging as Req'd Typical Connector Detail 2' ± Top of Wall Steps Cap Unit 1'± nominal See Connector Detail Steel H Piling Driven or Augered 32 1± Timber Lagging as Req'd & Welded Pipe Loop 2.67' c/c (Max) Leveling pad at elevations and stations per layout plans 4" Perforated PVC Collector Pipe Typical Wall Elevation Typical Pile & Lagging Wall Section Soldier Pile Facing 5

6 Welded Pipe Loops Sheet Piling 6' to 8' c/c Compac Unit Welded Pipe Loop #6 Rebar or 1/4" x 1.5" Bar Stock Steel Sheet Piling Typical Plan View Typical Connector Detail 2' ± Top of Wall Steps Cap Unit 1'± nominal See Connector Detail 32 1± Steel Sheet Piling PZ22/PZ27 Typical (design by others) & Welded Pipe Loop 2.67' c/c (Max) Leveling Pad at Elevations and Stations per Layout Plans 4" Perforated PVC Collector Pipe Typical Wall Elevation Typical Sheet Piling Wall Section Sheet Pile Facing 6

7 Existing Concrete Wall Hilti HVA Epoxy Adhesive System (1" hole for #6 rebar) #6 Pipe Anchors 6' c/c 7.5' Top of Wall 8.2' Bottom of Wall for 1:32 Batter (use threaded couplers) 5"-6" #6 Rebar Pipe Anchors Bend as shown. Install per epoxy manufacturer. Coat with cold tar epoxy after installation. 6 5/8" 5"-6" Plan View - Front Face Pipe Anchor Detail 11" = 8.25' 7' 11" = 8.25' 7' 11" = 8.25' 7' Top of existing concrete wall Railing per Site Plans 7.5' 6.5' Top of concrete wall 7 1/2" = 6.25' 7 1/2" = 6.25' Key Pipe Anchors/Pipe Stratagrid SG200 Cut Blocks Thickness varies at steps and landings Bond Breaker/Exp Jt Compac Units 1 32 Exp Jt 2" Coping 6" Thick Concrete Slab Select Backfill #6 Pipe Anchors Drill & Epoxy into wall Existing Concrete Wall 7 1/2" = 6.25' Wrap Pipe and Return Depth to Concrete Wall 7.5'± 46'± 7.5' To Pipe Anchoring System Leveling Pad Elevation - Front Face Typical Section - Second Landing Stairway Facing/ Concrete Wall 7

8 Back Units with no Pins Stiff Firm Soil Front Units with Pins Standard Units Typical Plan View Typical Detail PL 5' ± Top of Wall Steps Standard Units Cap Unit Low Permeable Soil 8 1 Limits of excavation Interlocked Standard Units 1'± Standard Units 1" setback Footing Steps Standard Units 1" setback - Interlocked Leveling Pad Interlock units where required on elevation Typical Wall Elevation Typical Interlocked Wall Section Interlocking Standard Units 8

9 Reinforced Wall Section Wing Wall Standard Unit Typical Wall Plan Barrier Parapet Top of Wall Top of Sidewalk Profile Cap Unit Compac Unit Roadway Wing Wall Standard Unit Gravel Borrow 12" Concrete Slab 1/2"φ pins Geofoam Geofoam Geofoam Bottom of Wall Footing Step Bottom of Geofoam Geofoam Blocks (32" x 4' x 8' Typ.) Base Leveling Pad Elevation - Front Face Typical Section /Geofoam Wall 9

10 C L Pier Foundation 6' Wide Galv Nut & Washers 3/4" Galv CTB Bar - 7' Long 5' Dia 4" Galv Pipe - 6' long 1 1 Wall Pier 4' Typ 5' Lap - Wrap pipe and return to wall Design Level 4" Galv Pipe Concrete Pier 3/4" Galv CTB TieRod Concrete Pier Wall Pier Wall Pier Foundation Obstruction 10

11 11" min Space Even Course Three Unit Compac Assembly Grouted with #4 bar Odd Course Plan View Cut in Half 12" Layers Typical Trim to Fit 18" Compac Unit Cut Compac Unit Front Elevation Slip Joint Installation 11

12 12" cut into existing wall Even Course Three Unit Assembly - Grouted with #3 bars Odd Course Plan View Installation 1. 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. 8" Cut Off 11" 9.5" 1" Hole for threadbar MR-88 Manta Ray Drive Anchor and 6' Threadbar 12" 2" Recess for Nut and Washer 18" Three Cut Units One Cut Unit with Hole 3 Unit Assembly Anchored 3 Unit Assembly In-Situ Slip Joint 12

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