std cell wall_mse_panels_slope_10-02-16_non-abutment mse wall with

							                                                                                                                                  CONCRETE COPING
                                                                                                                                  (SEE COPING DETAILS)
                                                                                                                                  TOP OF WALL
                                                                                                                                  (SEE NOTE FOR FENCE OR
                         LIMITS OF                      FINISHED GRADE*                                                           HAND RAIL ON TOP OF
                         REINFORCED ZONE                                                                                          WALL, IF APPLICABLE)

                                                                                                                                       EXTENSION
                                                    SEPARATION FABRIC
                                                                                                                                            6" MIN


                                                                                                                                   6" MIN

                                                                                GRADE ELEVATION
                                                                                                                              4" MIN
                                                                                                                              DOWEL

BACKFILL
MATERIAL




                                                                                                                                   WALL FRONT FACE




                                                                                                                                                                             DESIGN HEIGHT - VARIES
                                                                                                                                                                                                      (SEE WALL ENVELOPE)
                                                  SELECT MATERIAL




                                                                                                                                   PRECAST CONCRETE
                                                                                                                                   PANEL (TYP)




     6" MIN                                    REINFORCEMENT (TYP)
      (TYP)
                                                                                                                                   SINGLE FACED PRECAST
                                                                                                                                   CONCRETE BARRIER,
                                                                                                                                   IF APPLICABLE

                                                                                                                                       FINISHED GRADE*
                      AGGREGATE SHOULDER DRAIN IN
                                                                                                                                       2:1 (H:V) OR FLATTER
                      ACCORDANCE WITH ROADWAY STANDARD
                      DRAWING NO. 816.02, IF REQUIRED                                    BOTTOM
                                                                                                                                   BENCH
                      (SEE NOTE FOR DRAIN)                                               OF WALL
                                                                                                                                   4’ MIN

                                                                                                                                       2%
                                                                                          TOP OF
                                                                                    LEVELING PAD




                                                                      CAST-IN-PLACE UNREINFORCED                              6" MIN                      EMBEDMENT**
                                                                          CONCRETE LEVELING PAD                                                               1’ OR 2’ MIN
                                                              (SEE LEVELING PAD STEP DETAILS)            6" MIN
                                                                                                             (TYP)                           FINISHED GRADE*
                                                                                                                                             6:1 (H:V) OR FLATTER
                                                          FOUNDATION
                                                           MATERIAL




                               MSE WALL WITH PRECAST PANELS TYPICAL SECTION
                                                      *SEE ROADWAY PLANS FOR FINISHED GRADE DETAILS.
                                             **SEE MSE RETAINING WALLS PROVISION FOR EMBEDMENT REQUIREMENTS.




                            GRADE                                                                    GRADE
                        ELEVATION                                                                ELEVATION
                            PAVED                                                                    PAVED
                           DITCH*                                                                  DITCH*




           FINISHED
                                                                                                                                                     6" MIN
             GRADE*          JOINT                                                    FINISHED       JOINT
                            SEALER                           CAST-IN-PLACE              GRADE*      SEALER                                           CAST-IN-PLACE OR
                                                             REINFORCED                                                                              PRECAST REINFORCED
                                                             CONCRETE COPING                                                                         CONCRETE COPING



                                                                                                                     4" MIN                                                                                                                                                                                              PRELIMINARY PLANS
                                                                                                                                                                                                                                                                                                                           DO NOT USE FOR CONSTRUCTION



                                                                                                                                                                                                                                            O
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                                                                                                                                                                                                                                                    N O RTH
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                                                                                                                                                                                                                                                                    A
                                                                                                                                                                                                                                                                                               GEOTECHNICAL               STD CELL Wall_MSE_Panels_Slope
                                                                                                                                                                                                                                                                        R
                                                                 COPING DETAILS




                                                                                                                                                                                                                                    E




                                                                                                                                                                                                                                                                            O
                                                                                                                                                                                                                                                                                             ENGINEERING UNIT            NON-ABUTMENT MSE WALL




                                                                                                                                                                                                                                   AT




                                                                                                                                                                                                                                                                                L
                                                                                                                                                                                                                                                                                INA
                                                                                                                                                                                                                              ST
                                                   AT THE CONTRACTOR’S OPTION, CONNECT COPING TO PANELS                                                                                                                                                                                                                    W/ PANELS AND BACK




                                                                                                                                                                                                                            D EP




                                                                                                                                                                                                                                                                                    I N
                                                    WITH DOWELS OR EXTEND COPING DOWN BACK OF PANELS.                                                                                                                                                                                       STATE OF NORTH CAROLINA




                                                                                                                                                                                                                                                                                     O
                                                                                                                                                                                                                                                                                                                             SLOPE TYPICAL &




                                                                                                                                                                                                                                                                                AT
                                               *SEE ROADWAY PLANS FOR FINISHED GRADE AND/OR DITCH DETAILS.




                                                                                                                                                                                                                              AR
                                                                                                                                                                                                                                                                                          DEPARTMENT OF TRANSPORTATION




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                                                                                                                                                                                                                                                    OF          N
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                                                                                                                                                                                                                                                                            O
                                                                                                                                                                                                                                                                                                    RALEIGH
                                                                                                                                                                                                                                                                                                                             COPING DETAILS
                                                                                                                                                                                                                                                         T RA
                                                                                                                                                                                                                                                                                                                                              DATE: 2-16-10