Building paradise , one K-Block at a time
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Bu ild in g p a ra d is e , o n e K-Blo c k a t a t im e . For inform a tion on p rod uc t s a nd or a c c e s s to b roc hu re s a n d c a t a logu e s c a ll: 1.9 0 2 .8 8 3 .2 2 0 1 o r yo u c a n re a c h u s to ll fre e a t : 1.8 7 7.9 6 .BRICK s a le s info @s h a wb ric k.c a | www.s ha wb ric k.c a

K-Blo c k The la rge r, s ix s qua re foot K-Block ha s b e ne fits s ta cke d in your favour for re ta ining wa ll proje cts on a gra nde r s c a le . It is the b e s t a nd m os t-innova tive block ava ila ble in pre c a s t concre te . K-Block de live rs fully-e ngine e re d block te chnology tha t gre a tly re duce s ins ta lla tion tim e a nd la bour cos ts – with unm a tche d s a fe t y, dura bilit y a nd a e s the tics . Colou r Op t ion s GRANITE BLEND EARTH BLEND NOTE: All colours are intended to be repres enta tive only. For a ccura te colour s election, plea s e re ques t a n a...

Load Case 1 - Level Backfill (Battered Face) Backslope: nearly level (or sloping away from wall) Surcharge: 25 psf (nominal surcharge/snow load) Based on IBC safety factors, 1.5 for sliding/overturning Landscape Wall Design Tables 10/6/14 Cohesive Backfill* f=26° c=100psf g=125pcf *design for soil within 1 foot of heel, extending up at 1 H:1V slope, assumes clay foundation soil *design for soil within 1 foot of heel, extending up at 1 H:1V slope, assumes sand foundation soil Coarse Sand Backfill* *design for soil within 1 foot of heel, extending up at 1 H:1V slope, assumes sand foundation...

Landscape Wall Design Tables 10/6/14 DESIGN BACKFILL Load Case 2 - Parking Lot Surcharge (Battered Face) Backslope: nearly level (or sloping away from wall) Surcharge: 150 psf (parking lot, set back min 2 feet behind units) Based on IBC safety factors, 1.5 for sliding/overturning

Load Case 3 - Sloping Backfill (Battered Face) Backslope: 3H:1V Backslope (toward wall) Surcharge: 25 psf (nominal surcharge/snow load) Based on IBC safety factors, 1.5 for sliding/overturning Landscape Wall Design Tables 10/6/14 Cohesive Backfill* f=26°, c=100psf, g=125pcf Total Wall Height (feet) 'design for soil within 1 foot of heel, extending up at 1 H:1V slope, assumes clay foundation soil 4th Course 3rd Course 2nd Course Bottom Course ‘design fui soil within 1 fuut uf I Total Wall Height (feet) V slope, assumes sand fuundatiun suil

Landscape Wall Design Tables 10/6/14 DESIGN BACKFILL Load Case 1 - Level Backfill (Vertical Face) Backslope: nearly level (or sloping away from wall) Surcharge: 25 psf (nominal surcharge/snow load) Based on IBC safety factors, 1.5 for sliding/overturning © STONE STRONG SYSTEMS

Landscape Wall Design Tables 10/6/14 DESIGN BACKFILL Load Case 2 - Parking Lot Surcharge (Vertical Face) Backslope: nearly level (or sloping away from wall) Surcharge: 150 psf (parking lot, set back min 2.5 feet behind units) Based on IBC safety factors, 1.5 for sliding/overturning © STONE STRONG SYSTEMS

Landscape Wall Design Tables 10/6/14 Load Case 3 - Sloping Backfill (Vertical Face) Backslope: 3H:1V Backslope (toward wall) Surcharge: 25 psf (nominal surcharge/snow load) Based on IBC safety factors, 1.5 for sliding/overturning Cohesive Backfill* *design for soil within 1 foot of heel, extending up at 1 H:1V slope, assumes clay foundation soil Sand Backfill* DESIGN BACKFILL Coarse Sand Backfill* f=32°, c=0psf, g=125pcf *design for soil within 1 foot of heel, extending up at 1 H:1V slope, assumes sand foundation soil Gravel Backfill*

K44/K28 Unit Set Back Wall The below pictures show the placement and alignment of K wall units for a setback wall with K44 bottom unit. Form Seam Liner Backface of bottom K28 Form Liner Seam Picture 3 Picture 1 illustrates how the second K44 unit should be placed/ aligned on top of the first (bottom) K44 unit. The second unit should be pushed forward so the concrete face of the block-out is tight to the lifting insert of the bottom K44 unit. Picture 2 illustrates how a K28 unit should be placed/ aligned on top of a K44 unit. The K28 unit should be pushed forward so the concrete face of the...

NOTE: THIS TYPICAL DETAIL IS NOT INTENDED AS A WALL DESIGN DRAWING. FOR WALL DESIGN PLEASE REFER TO K BLOC LANDSCAPE DESIGN TABLES AND/OR CONSULT A QUALIFIED ENGINEER. / c—NATIVE MATERIAL 250mm THICK x 1500mm WALL BASE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR SEE FIELD CONSTRUCTION MANUAL FOR GRADATION K-BLOCfv \ TYPICAL SECTION NTS NOTE: PERFORATED DRAIN TO BE WRAPPED IN GEOTEXTILE AND PLACED IN 25mm0 DIAMETER CLEAR STONE. CONNECT TO STORM SYSTEM OR DRAIN TO DAYLIGHT EVERY 30m. THE ELEVATION OF THE DRAIN BEHIND THE WALL SHALL BE SET TO PROVIDE POSITIVE SLOPE ON THE DRAIN FROM BEHIND...

Minimum Convex Radius MINIMUM CONVEX RADIUS-g SF UNITS NOT TO SCALE