WPC4  
      2      B       P   Z             Courier 10cpi #| x              A~x 6X   @ 8 X@Canon BJ-200ex (LQ mode)             CB20LQMO.PRS x 
   @   ,hX@Courier 10cpi  2     V   @   Z                   ? x x x h    Aox 6X   @ 8 X@Canon BJ-200ex (LQ mode)             CB20LQMO.PRS x 
   @   ,h  @ #| x           2         2                                    Ђ  I. A. 1. a.(1)(a) i) a)                 1 .1  A. 1. a. 1) a)                                                                             X`	hp x (#%'0*,.8135@8:<H?A                    (	xX8xX 8"                      ,              mSection 02223  Page ,    = $ SECTION 02223

X% BACKFILLING


                  1  PART 1   GENERAL

   ? x  ((                 1.1   SECTION INCLUDES

   ?   ((                  A.  H Fill under. (#

   ?   ((                 B.   Consolidation and compaction.

   ? (
  ((                 C.   Fill for over-excavation.

   ?   ((               1.2   RELATED SECTIONS

                2  PART 2   PRODUCTS

   ?   ((                 2.1   FILL MATERIALS

   ? h  ((                  A.  H River  Sand(#

               3  PART 3   EXECUTION

   ?   ((                 3.1   EXAMINATION

   ?   ((                  A.   Verify fill materials to be reused are acceptable.

   ?   ((               3.2   PREPARATION

   ? 8  ((                  A.  H Generally, compact subgrade to density requirements forsubsequent backfill materials.(#

   ?   ((               3.3   TOLERANCES

   ?    ((                  A.  H Top Surface of Backfilling Under Paved Areas plus or minusone inch from required elevations.(#

   ? x  ((               3.4   FIELD QUALITY CONTROL

   ?    ((                  A.  H The Owners reserves the right to have the soil tested forcompaction at his expense.  Subsequent test because ofinsufficient compaction will be paid by the Contractor.(#

   ? (#  ((               3.5   PROTECTION OF FINISHED WORK

   ? $  ((                  A.  H Protect existing finished Work.(#

   ? H&  ((                 B.   Recompact fills subjected to vehicular traffic.



   h)      =  0*0*0*  Ԍ   ?     3.6 SCHEDULE

   ?   ((   A.  Fill Under Concrete Paving.
 (( 
# END OF SECTION
