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RETAINING WALL SYSTEMS
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Minneapolis, MN  55435
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4444 West 78th Street
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IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF KEYSTONE RETAINING WALL
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MASS, METHODS OF CONSTRUCTION, AND QUALITY OF MATERIALS CONFORM TO KEYSTONE'S
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OWNER.  THE DESIGN IS BASED ON THE ASSUMPTION THAT THE MATERIAL WITHIN THE RETAINED
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COPYRIGHT (c) 2000 by KeyStone Retaining Wall Systems, Inc.
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SPECIFICATIONS FOR THIS PROJECT.
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SYSTEMS, INC.
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Revision
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No.
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By
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Project No:
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Scale:
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Checked By:
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Designed By:
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Title:
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Drawing No:
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31E
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KEYSTONE INSTALLATION NOTES
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L100
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31F
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GEN-BRD-006
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AS NOTED
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Rick Magnuson, Keystone Retaining Wall Systems
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USER
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8/25/00 9:34 AM
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Key-Con7.dwg
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24.635055
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-0.0027
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TEXT
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33A
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8.663946
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8.534422
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POLYLINE
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STEP 8: GEOGRID INSTALLATION
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BORDER
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STEP 7: PLACE UNIT/DRAINAGE MATERIAL
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GEN-BRD-007
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FILL THE KEYSTONE UNIT VOIDS AND DRAINAGE ZONE WITH 3/8" (10 mm) TO 3/4" (20 mm) UNIT DRAINAGE FILL MATERIAL.  THE UNITS VOIDS ARE 
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THE OPENINGS AND SPACES BETWEEN UNITS.  THE DRAINAGE ZONE IS THE COMBINED AREA OF THE UNIT VOIDS AND/OR ADDITIONAL AREA BEHIND 
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THE UNIT.  THE WIDTH OF UNIT/DRAINAGE MATERIAL SHOULD BE A MINIMUM OF 24" (610 mm), MEASURED FROM THE WALL FACE.  CERTAIN SITE 
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CONDITIONS MAY REQUIRE A GREATER WIDTH OF THIS MATERIAL.  PLACE MATERIAL INTO THE SPECIFIED AREA.  A CLEAN CRUSHED STONE MATERIAL 
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WILL CONSOLIDATE NATURALLY.  DO NOT OPERATE ANY AUTOMATED COMPACTION EQUIPMENT DIRECTLY OVER THE KEYSTONE UNITS IN AN ATTEMPT TO 
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34F
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GEN-BRD-007
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COMPACT THIS MATERIAL.  THIS MAY RESULT IN DAMAGE TO THE UNITS.
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LINE
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PROPER PLACEMENT OF THE UNIT/DRAINAGE MATERIAL SERVES THREE IMPORTANT PURPOSES.  FIRST, PLACING THIS MATERIAL BETWEEN UNITS ON 
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ADJOINING COURSES CREATES A POSITIVE INTERLOCK BETWEEN UNITS. IF GEOGRID REINFORCEMENT IS USED, FRICTION INTERLOCK WITH THE WALL FACE
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IS SIGNIFICANTLY IMPROVED.  IN ADDITION, THIS MATERIAL WILL INCREASE THE OVERALL WEIGHT OF EACH KEYSTONE UNIT: A VERY IMPORTANT FEATURE.
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FINALLY, IT WILL PERMIT THE RELEASE OF HYDROSTATIC PRESSURES WHICH MAY BUILD UP BEHIND THE WALL FACE.
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355
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1.795657
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INSTALL GEOTEXTILE FABRIC BETWEEN UNIT DRAINAGE FILL AND WALL BACKFILL AS REQUIRED IN WATER CONDITIONS.
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356
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THE CHARTS REQUIRE THE USE OF TENSAR GEOGRID:
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357
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6.261581
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FOR FINAL DESIGN ASSISTANCE.  KEYSTONE ACCEPTS NO LIABILITY FOR THE IMPROPER USE OF THESE CHARTS.
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358
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THE INFORMATION CONTAINED IN THE DESIGN CHARTS IS FOR PRELIMINARY DESIGN USE ONLY.  A QUALIFIED PROFESSIONAL SHOULD BE CONSULTED
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PRACTICE.  ALL SOILS MUST BE COMPACTED IN 8" (200 mm) LIFTS TO 95% STANDARD PROCTOR DENSITY AS DETERMINED BY LABORATORY TESTING.
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THE DESIGN CHARTS ASSUME THAT THE WALLS ARE CONSTRUCTED IN ACCORDANCE WITH KEYSTONE SPECIFICATIONS AND GOOD CONSTRUCTION
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6.714914
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ALL GEOGRID LENGTHS SHOWN ARE THE ACTUAL LENGTHS OF GEOGRID REQUIRED AS MEASURED FROM THE CONNECTION PINS TO THE END OF THE
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35C
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UX1400SB OR UX1500SB BY TENSAR CORPORATION
  7
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TEXT
  5
35D
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6.650152
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GEOGRID.
  7
LEROY
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TEXT
  5
35E
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GEN-BRD-002
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7.853302
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0.0
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0.04
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  7
LEROY
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TEXT
  5
35F
  8
GEN-BRD-007
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5.973491
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9.499676
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0.0
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THE BASIC INSTALLATION TECHNIQUES FOR USE OF A TENSAR GEOGRID WITH A KEYSTONE RETAINING WALL ARE OUTLINED IN THE FOLLOWING STEPS.
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TEXT
  5
360
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GEN-BRD-007
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5.973491
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9.434914
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0.0
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CONSULT THE GEOGRID MANUFACTURER FOR ADDITIONAL INSTALLATION DETAILS.
  7
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TEXT
  5
361
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GEN-BRD-002
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0.455084
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7.659016
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
362
  8
GEN-BRD-002
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0.455084
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7.594254
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
363
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GEN-BRD-007
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5.973491
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9.30539
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1.  FOLLOW THE INSTRUCTIONS IN THE PREVIOUS INSTALLATION NOTES UNTIL YOU HAVE REACHED THE LOWEST WALL ELEVATION WHERE A GEOGRID
  7
LEROY
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TEXT
  5
364
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GEN-BRD-002
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0.455084
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7.529492
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
365
  8
GEN-BRD-007
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5.973491
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9.240629
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0.0
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0.04
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LAYER WILL BE PLACED.  THIS ELEVATION, ALONG WITH THE ELEVATION OF ANY ADDITIONAL GEOGRID LAYERS, WILL BE SPECIFIED IN THE ENGINEERING
  7
LEROY
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TEXT
  5
366
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GEN-BRD-007
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5.973491
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9.175867
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0.0
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DESIGN FOR THE WALL.  AT THIS POINT, THE BASE TRENCH WILL HAVE BEEN EXCAVATED, THE BASE LEVELING PAD WILL HAVE BEEN PLACED, THE
  7
LEROY
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TEXT
  5
367
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GEN-BRD-007
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5.973491
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9.111105
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0.0
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0.04
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INITIAL COURSES OF KEYSTONE UNITS WILL HAVE BEEN INSTALLED AND THE UNIT DRAINAGE FILL AND RETAINED BACKFILL WILL HAVE BEEN PLACED 
  7
LEROY
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TEXT
  5
368
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GEN-BRD-007
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5.973491
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9.046343
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0.0
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AND COMPACTED UP TO THE FIRST ELEVATION WHERE A GEOGRID LAYER IS SPECIFIED.
  7
LEROY
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TEXT
  5
369
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GEN-BRD-002
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7.205683
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0.0
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  7
LEROY
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TEXT
  5
36A
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GEN-BRD-007
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5.973491
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8.916819
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2.  MEASURE AND CUT THE GEOGRID MATERIAL TO THE SPECIFIED LENGTH.  REFER TO SITE SPECIFIC ENGINEERING DOCUMENTS FOR LENGTH OF
  7
LEROY
  0
TEXT
  5
36B
  8
GEN-BRD-007
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5.973491
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8.852057
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0.0
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0.04
  1
GEOGRID LAYERS AND TYPE OF GEOGRID MATERIAL.  FOR INFORMATION ON PROPER PLACEMENT OF GEOGRID ALONG CURVES OR CORNERS, CONSULT
  7
LEROY
  0
TEXT
  5
36C
  8
GEN-BRD-007
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5.973491
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8.787295
 30
0.0
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0.04
  1
THE GEOGRID MANUFACTURER'S RECOMMENDATIONS.  SOME WALL DESIGNS MAY REQUIRE MORE THAN ONE STRENGTH OF GEOGRID AND MORE THAN 
  7
LEROY
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TEXT
  5
36D
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GEN-BRD-007
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5.973491
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8.722533
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0.0
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  1
ONE LENGTH FOR THE GEOGRID LAYERS.  IT IS CRITICAL TO CONFIRM THIS INFORMATION BEFORE PROCEEDING.  IF MULTIPLE TYPES AND/OR LENGTHS 
  7
LEROY
  0
TEXT
  5
36E
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GEN-BRD-007
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8.657771
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OF GEOGRID WILL BE USED, PRECUTTING AND MARKING EACH GEOGRID PIECE (FOR EXAMPLE WITH COLORED SPRAY PAINT) WILL MAKE IDENTIFICATION 
  7
LEROY
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TEXT
  5
36F
  8
GEN-BRD-007
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5.973491
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8.59301
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0.0
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  1
EASIER AND REDUCE THE CHANCE OF MISPLACEMENT.  IN ADDITION, VERIFY THE PROPER ORIENTATION OF THE GEOGRID TO THE WALL FACE.
  7
LEROY
  0
TEXT
  5
370
  8
GEN-BRD-007
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5.973491
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8.528248
 30
0.0
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0.04
  1
MOST GEOGRIDS HAVE A DESIGN STRENGTH ALONG ONE DIRECTION OF THE MATERIAL.  THESE ARE CALLED UNIAXIAL GEOGRIDS.  THE DIRECTION OF 
  7
LEROY
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TEXT
  5
371
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GEN-BRD-007
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5.973491
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8.463486
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DESIGN STRENGTH OF A UNIAXIAL GEOGRID IS TYPICALLY PARALLEL TO THE DIRECTION OF THE ROLL OF GEOGRID.  GEOGRID CAN EITHER BE FIELD
  7
LEROY
  0
TEXT
  5
372
  8
GEN-BRD-007
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5.425237
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7.106386
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
373
  8
GEN-BRD-007
 10
5.973491
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8.398724
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0.0
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0.04
  1
CUT OR PRECUT USING A VARIETY OF TOOLS.  THE TYPE OF GEOGRID BEING USED WILL DETERMINE CUTTING PROCEDURES.  FOR LARGE 
  7
LEROY
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TEXT
  5
374
  8
GEN-BRD-007
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5.973491
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8.333962
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0.0
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0.04
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INSTALLATIONS, THE GEOGRID IS MOST EFFICIENTLY CUT OFF SITE IN A CONTROLLED SETTING.  IN ALL CASES, CUT THE GEOGRID IN SUCH A WAY
  7
LEROY
  0
TEXT
  5
375
  8
GEN-BRD-007
 10
5.973491
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8.2692
 30
0.0
 40
0.04
  1
SO THAT THE END OF THE LAYER THAT IS NEAREST THE FRONT OF THE WALL IS TRIMMED CLOSE TO THE TRANSVERSE BAR.  THIS WILL PREVENT 
  7
LEROY
  0
TEXT
  5
376
  8
GEN-BRD-007
 10
5.973491
 20
8.204438
 30
0.0
 40
0.04
  1
UNSIGHTLY PIECES OF GEOGRID FROM PROTRUDING OUT OF THE WALL FACE.
  7
LEROY
  0
TEXT
  5
377
  8
GEN-BRD-002
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0.455084
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6.234254
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
378
  8
GEN-BRD-007
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5.973491
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8.074914
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0.0
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0.04
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3.  KEYSTONE PINS SHOULD BE PLACED INTO ALL UNITS.  HOOK THE GEOGRID OVER THE KEYSTONE PINS.  LAY THE GEOGRID OUT FLAT ON 
  7
LEROY
  0
TEXT
  5
379
  8
GEN-BRD-007
 10
5.973491
 20
8.010152
 30
0.0
 40
0.04
  1
COMPACTED BACKFILL.  FOLLOW THE ENGINEERING DESIGN FOR GEOGRID PLACEMENT.  IT WILL SPECIFY BOTH THE HORIZONTAL AND VERTICAL START
  7
LEROY
  0
TEXT
  5
37A
  8
GEN-BRD-007
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5.973491
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7.94539
 30
0.0
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0.04
  1
/STOP LOCATIONS.  IN GENERAL, GEOGRID WILL BE PLACED IN PIECES SIDE BY SIDE IN A CONTINUOUS LAYER ALONG THE LENGTH OF THE WALL 
  7
LEROY
  0
TEXT
  5
37B
  8
GEN-BRD-007
 10
5.973491
 20
7.880629
 30
0.0
 40
0.04
  1
UNLESS A CHANGE IN ELEVATION IS SPECIFIED IN THE DESIGN.  CHECK ENGINEERING DOCUMENTATION FOR DETAILS.
  7
LEROY
  0
TEXT
  5
37C
  8
GEN-BRD-002
 10
0.455084
 20
5.910445
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
37D
  8
GEN-BRD-007
 10
5.973491
 20
7.751105
 30
0.0
 40
0.04
  1
4.  TENSION THE GEOGRID BY PULLING IT TOWARDS THE EMBANKMENT.  PLACE A STAKE THROUGH THE GEOGRID AND INTO THE GROUND.  WHILE
  7
LEROY
  0
TEXT
  5
37E
  8
GEN-BRD-007
 10
5.973491
 20
7.686343
 30
0.0
 40
0.04
  1
USING THE STAKE AS A LEVER AND TENSIONING THE GEOGRID, DRIVE THE STAKE INTO THE GROUND TO HOLD THE POSITION.  DO NOT EXCESSIVELY
  7
LEROY
  0
TEXT
  5
37F
  8
GEN-BRD-007
 10
5.973491
 20
7.621581
 30
0.0
 40
0.04
  1
TENSION GEOGRID.  THIS MAY PULL UNITS OUT OF THEIR PROPER ALIGNMENT.  INSTALL AN ADDITIONAL COURSE OF KEYSTONE UNITS OVER THE
  7
LEROY
  0
TEXT
  5
380
  8
GEN-BRD-007
 10
5.973491
 20
7.556819
 30
0.0
 40
0.04
  1
GEOGRID, AND PLACE PINS IN THIS COURSE.
  7
LEROY
  0
TEXT
  5
381
  8
GEN-BRD-002
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0.455084
 20
5.586635
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
382
  8
GEN-BRD-007
 10
5.973491
 20
7.427295
 30
0.0
 40
0.04
  1
5.  PROCEED WITH PLACEMENT OF THE UNIT FILL/DRAINAGE ZONE CRUSHED STONE MATERIAL AND THE BACKFILL IN THE REINFORCED ZONE.
  7
LEROY
  0
TEXT
  5
383
  8
GEN-BRD-007
 10
5.973491
 20
7.362533
 30
0.0
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0.04
  1
SPECIFICATIONS FOR MATERIAL USED IN THE REINFORCED ZONE ARE DEFINED.  BEGIN PLACEMENT OF THIS MATERIAL NEAR THE KEYSTONE UNITS,
  7
LEROY
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TEXT
  5
384
  8
GEN-BRD-007
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5.973491
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7.297771
 30
0.0
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0.04
  1
MOVING PROGRESSIVELY TOWARD THE CUT EMBANKMENT.  THIS PROCEDURE WILL KEEP THE GEOGRID UNDER TENSION.  AFTER COMPLETING THIS
  7
LEROY
  0
TEXT
  5
385
  8
GEN-BRD-007
 10
5.973491
 20
7.23301
 30
0.0
 40
0.04
  1
BACKFILL PROCESS, THE TENSION STAKES MAY BE REMOVED FOR REUSE.  COMPACT THE BACKFILL MATERIAL TO 95% STANDARD PROCTOR.  
  7
LEROY
  0
TEXT
  5
386
  8
GEN-BRD-007
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5.973491
 20
7.168248
 30
0.0
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0.04
  1
CONTINUE WITH CONSTRUCTION ACCORDING TO THE PREVIOUS INSTALLATION NOTES UNTIL REACHING THE NEXT WALL ELEVATION WHERE A GEOGRID 
  7
LEROY
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TEXT
  5
387
  8
GEN-BRD-007
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5.973491
 20
7.103486
 30
0.0
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0.04
  1
LAYER IS TO BE PLACED.  REPEAT STEPS 3-6.
  7
LEROY
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TEXT
  5
388
  8
GEN-BRD-003
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5.973491
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6.097875
 30
0.0
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0.059358
  1
STEP 9: BACKFILL AND COMPACT SOILS
  7
LEROY
  0
POLYLINE
  5
389
  8
GEN-BRD-003
 66
     1
 10
0.0
 20
0.0
 30
0.0
  0
VERTEX
  5
614
  8
GEN-BRD-003
 10
5.956119
 20
6.085259
 30
0.0
  0
VERTEX
  5
615
  8
GEN-BRD-003
 10
10.723333
 20
6.085259
 30
0.0
  0
SEQEND
  5
616
  8
GEN-BRD-003
  0
TEXT
  5
38A
  8
GEN-BRD-007
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5.973491
 20
5.982751
 30
0.0
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0.04
  1
THE DEPTH OF THIS AREA WILL VARY DEPENDING ON THE SITE CONDITIONS AND CONSTRUCTION PROCEDURES USED.  WALLS CONSTRUCTED IN A FILL
  7
LEROY
  0
TEXT
  5
38B
  8
GEN-BRD-007
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5.973491
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5.917989
 30
0.0
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0.04
  1
CONDITION WILL REQUIRE THE PLACEMENT OF LARGE VOLUMES OF THIS MATERIAL.  WALLS BUILT INTO CUT CONDITIONS WILL REQUIRE VARYING
  7
LEROY
  0
TEXT
  5
38C
  8
GEN-BRD-007
 10
5.973491
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5.853227
 30
0.0
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0.04
  1
QUANTITIES OF MATERIAL DEPENDING ON THE AMOUNT OF OVER EXCAVATION.
  7
LEROY
  0
TEXT
  5
38D
  8
GEN-BRD-002
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0.455084
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2.786853
 30
0.0
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0.04
  1

  7
LEROY
  0
TEXT
  5
38E
  8
GEN-BRD-007
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5.973491
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5.723703
 30
0.0
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0.04
  1
THE SAME PLACEMENT RULES APPLY FOR EACH CONDITION.  IN GENERAL, ALL SOILS SHOULD BE PLACED IN NO MORE THAN 8" (200 mm) THICK
  7
LEROY
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TEXT
  5
38F
  8
GEN-BRD-007
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5.973491
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5.658941
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0.0
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  1
LIFTS, THE HEIGHT OF A SINGLE KEYSTONE UNIT.  MORE SPECIFICALLY, THE PROPER THICKNESS OF MATERIAL PLACED IN A SINGLE LIFT IS 
  7
LEROY
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TEXT
  5
390
  8
GEN-BRD-007
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5.973491
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5.594179
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0.0
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0.04
  1
DEPENDENT ON THE TYPE OF SOILS AND COMPACTION EQUIPMENT BEING USED.  FOR EXAMPLE, CRUSHED STONE (USED FOR UNIT/DRAINAGE) MAY
  7
LEROY
  0
TEXT
  5
391
  8
GEN-BRD-007
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5.973491
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5.529418
 30
0.0
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0.04
  1
BE PLACED IN MAXIMUM LIFTS AND WILL COMPACT WITH MINIMAL EFFORT.  MOST INORGANIC SITE SOILS, EASILY INFLUENCED BY MOISTURE LEVELS,
  7
LEROY
  0
TEXT
  5
392
  8
GEN-BRD-007
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5.973491
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5.464656
 30
0.0
 40
0.04
  1
MUST BE PLACED IN SHORTER LIFTS AND WILL REQUIRE GREATER COMPACTION EFFORT.
  7
LEROY
  0
TEXT
  5
393
  8
GEN-BRD-002
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0.455084
 20
2.398281
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
394
  8
GEN-BRD-007
 10
5.973491
 20
5.335132
 30
0.0
 40
0.04
  1
FOR COMPACTION, THE BACKFILL SOILS NEED TO BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR (95% OF THE SOILS MAXIMUM DENSITY).
  7
LEROY
  0
TEXT
  5
395
  8
GEN-BRD-007
 10
5.973491
 20
5.27037
 30
0.0
 40
0.04
  1
BOTH THE TYPE OF MATERIAL AND THE COMPACTION EQUIPMENT NEED TO BE CONSIDERED WHEN ADDRESSING THIS ISSUE.  SOILS COMPACTED WITH
  7
LEROY
  0
TEXT
  5
396
  8
GEN-BRD-007
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5.973491
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5.205608
 30
0.0
 40
0.04
  1
WALK BEHIND EQUIPMENT WILL REQUIRE THE PLACEMENT OF THIN LAYERS OF MATERIAL.  USING RIDE-ON MECHANICAL EQUIPMENT WILL ALLOW
  7
LEROY
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TEXT
  5
397
  8
GEN-BRD-007
 10
5.973491
 20
5.140846
 30
0.0
 40
0.04
  1
PLACEMENT OF THICKER LIFTS OF MATERIAL.  CONSULT AN ENGINEER FOR SPECIFIC RECOMMENDATIONS. THE FOLLOWING ARE BASIC GUIDELINES:
  7
LEROY
  0
TEXT
  5
398
  8
GEN-BRD-002
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0.455084
 20
2.074472
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
399
  8
GEN-BRD-007
 10
5.973491
 20
5.011322
 30
0.0
 40
0.04
  1
  BACKFILL MATERIAL MUST HAVE THE PROPER MOISTURE CONTENT FOR OPTIMUM PERFORMANCE WHEN COMPACTING.
  7
LEROY
  0
TEXT
  5
39A
  8
GEN-BRD-002
 10
0.455084
 20
1.944948
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
39B
  8
GEN-BRD-002
 10
5.973491
 20
4.881799
 30
0.0
 40
0.04
  1
  ORGANIC OR HEAVY CLAY MATERIAL SHALL NOT BE USED.
  7
LEROY
  0
TEXT
  5
39C
  8
GEN-BRD-007
 10
7.841266
 20
4.881799
 30
0.0
 40
0.04
  1
  THESE MATERIALS HOLD MOISTURE AND DO NOT COMPACT PROPERLY.
  7
LEROY
  0
TEXT
  5
39D
  8
GEN-BRD-002
 62
     3
 10
0.455084
 20
1.815424
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
39E
  8
GEN-BRD-007
 10
5.973491
 20
4.752275
 30
0.0
 40
0.04
  1
  WALK BEHIND MECHANICAL COMPACTION EQUIPMENT MAY BE USED TO COMPACT ANY SOILS PLACED BEYOND THE UNIT/DRAINAGE ZONE. 
  7
LEROY
  0
TEXT
  5
39F
  8
GEN-BRD-007
 10
5.973491
 20
4.622751
 30
0.0
 40
0.04
  1
  RIDE-ON MECHANICAL COMPACTION EQUIPMENT SHOULD BE OPERATED NO CLOSER THAN WITHIN 3' (1 m) OF THE KEYSTONE UNIT BACK SURFACE.
  7
LEROY
  0
TEXT
  5
3A0
  8
GEN-BRD-002
 10
0.455084
 20
1.621139
 30
0.0
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0.04
  1

  7
LEROY
  0
TEXT
  5
3A1
  8
GEN-BRD-002
 10
0.455084
 20
1.556377
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
3A2
  8
GEN-BRD-007
 10
5.973491
 20
4.493227
 30
0.0
 40
0.04
  1
  DO NOT OVER COMPACT OR COMPACT SOILS NEXT TO THE BACK OF THE UNIT IN AN UNCONTROLLED MANNER.  THIS MAY DRIVE DRAINAGE
  7
LEROY
  0
TEXT
  5
3A3
  8
GEN-BRD-007
 10
5.973491
 20
4.428465
 30
0.0
 40
0.04
  1
  MATERIAL UNDER THE UNIT, FORCING THE UNITS OUT OF LEVEL.  IF THIS CONTINUES, THE WALL MAY BEGIN TO LEAN FORWARD.
  7
LEROY
  0
TEXT
  5
3A4
  8
GEN-BRD-002
 10
0.455084
 20
1.362091
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
3A5
  8
GEN-BRD-007
 10
5.973491
 20
4.298941
 30
0.0
 40
0.04
  1
  ALL SOIL TESTING SHOULD BE PERFORMED BY A QUALIFIED ENGINEER.  SOIL TEST SHOULD BE TAKEN NO CLOSER THAN 3' FROM THE BACK
  7
LEROY
  0
TEXT
  5
3A6
  8
GEN-BRD-007
 10
5.973491
 20
4.234179
 30
0.0
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0.04
  1
  SURFACE OF THE KEYSTONE UNIT.
  7
LEROY
  0
TEXT
  5
3A7
  8
GEN-BRD-002
 10
0.455084
 20
1.232567
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
3A8
  8
GEN-BRD-002
 10
0.455084
 20
1.167805
 30
0.0
 40
0.04
  1

  7
LEROY
  0
TEXT
  5
3A9
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WHILE PLACING BACKFILL MATERIAL BEHIND THE FIRST COURSE OF KEYSTONE UNITS, REPLACE THE PASSIVE SOIL WEDGE AT THE FRONT OF THE
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UNITS.  THIS WILL SECURE THE PROPER ALIGNMENT OF ALL UNITS.
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