ALTERNATES 1 2 (STEEL SHEET PILING) by djh75337

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									                                                                                                                                                                                                                                                                                                                                                     WINGWALL


                                                                                                                  WINGWALL




                                                                                                                                                                                                              3’-0"                                  VARIES        3’-0"                                GROUND LINE




                                                                                                                                                                                        3"
                                                                                                                                                                                                              MIN.                                                 MIN.
        3’-0"                   VARIES            3’-0"                          GROUND LINE




                                                                                                                                                                                        2 EQUAL
            MIN.                                  MIN.




                                                                                                                                                                                                  SPS.




                                                                                                                                                                                                                                                                                                                                                       3’-6"
                                                                                                                                                                                                                                                                                  6    SEE DETAIL "C" OR "D"




                                                                                                                      3’-6"




                                                                                                                                                                                        3"
                                                                        SEE DETAIL "A" OR "B"
                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                                           PLACE DROPWALL PRIOR TO

                                               5 OR 7                                                                                                                                                                                                                                                                                      PLACEMENT OF CULVERT APRON



                              END VIEW                                                                                            ELEVATION                                                                                   END VIEW                                                                                                           ELEVATION

                                            ALTERNATES 1 & 2 (STEEL SHEET PILING)                                                                                                                                                                         ALTERNATES 3 & 4 (GALVANIZED STEEL SHEETS)


                              END OF APRON FLOOR                                                                      END OF APRON FLOOR

                                < OF 5/8 " WIDE BY 1" LONG                                                                    < OF 5/8 " WIDE BY 1" LONG                              END OF APRON FLOOR                                                                               END OF APRON FLOOR
                       6"                                                                                      6"
                                SLOT IN THE ANGLE                                                                             SLOT IN THE ANGLE
                                                                                                                                                                                                         < OF 5/8 " WIDE BY 1" LONG                                                                < OF 5/8 " WIDE BY 1" LONG
                   2 1/2 "‘                                                                                2 1/2 "‘
                                                                                                                                                                                      4"                                                                                                4"
                                                                                                                                                                                                         SLOT IN THE ANGLE                                                                         SLOT IN THE ANGLE
                                                                                                                                                                                      2 1/2 "‘                                                                                          2 1/2 "‘



                                                                                                     3                                                            SHEET LAP

                                                                                                                                                                           6




                                                                                                                                                                           3                                                                                                 3



                                                                                                                                                                           1                                                                                                 1
        3


                                                                                                                                                                           4                                                                                                 2
                                                                                                     7
        5

                                                                                                                                                                           8                                                                                                 8




        8                                                                                            8

                                                                                                                                                                                      6"X 4"X 5/8 " ANGLE                                                                               6"X 4"X 5/8 " ANGLE                                                    CONSTRUCTION NOTES
                                                                                                                                                                                                                                                                                                                                                               GALVANIZE ALL FASTENERS AS PER Mn/DOT SPEC. 3392.
                                                                                                                                                                                                  PLAN                                                                                         PLAN
                         8"X 4"X 3/4 " ANGLE                                                                     8"X 4"X 3/4 " ANGLE                                                                                                                                                                                                                           BEFORE CULVERT PLANS ARE PREPARED, SAMPLES SHALL BE
                                                                                                                                                                                                                                                                                                                                                               TAKEN FROM THE DRAINAGE AREA FOR PH DETERMINATION.           THE
                                                                                                                                                                                                           6"x 4"x 5/8 " ANGLE                                                                                                                                 SOIL AND WATER SHOULD HAVE A PH OF 6.5 OR MORE IF SHEET
                              PLAN                                                                                    PLAN                                                                                                                                                                            6"x 4"x 5/8 " ANGLE
                                                                                                                                                                                                                                                                                                                                                               STEEL IS USED.
                                                                                                                                                                                                                      CAULK (Mn/DOT SPEC. 3731)
                                                                                                                                                                                                          3                                                                                                 CAULK (Mn/DOT SPEC. 3731)
                                                                                                                                                                                                                                                                                                    3
                                     8"X 4"X 3/4 " ANGLE                                                                       8"X 4"X 3/4 " ANGLE                                                                      TOP OF APRON FLOOR                                                                                                                      1      2 1/2 "x 1/2 " OR 2 "x 1/2 " CORRUGATED (12 GAGE)
                                                                                                                                                                                                                                                                                                              TOP OF APRON FLOOR
                                                                                                                                                                                                                                                                                                                                                                       OR HEAVIER GALVANIZED STEEL SHEETS.
                                           CAULK (Mn/DOT SPEC. 3731)                                                                 CAULK (Mn/DOT SPEC. 3731)
                                     3                                                                                        3




                                                                                                                                                                                                                               FLOOR THICKNESS (T)




                                                                                                                                                                                                                                                                                                                     FLOOR THICKNESS (T)
                                                                                                                                                                                                                                                                                                                                                                2      FASTEN THE STEEL SHEETS TO THE FRONT EDGE OF THE
                                             TOP OF APRON FLOOR                                                                        TOP OF APRON FLOOR
                                                                                                                                                                           4"




                                                                                                                                                                                                                        T/2




                                                                                                                                                                                                                                                                             4"
                                                                                                                                                                                                                                                                                                                                                                       APRON WITH 3/8 " DIAMETER BY 4" LONG BOLTS AND




                                                                                                                                                                                                                                                                                                               T/2
                                                                                                                                                                                                                                                                                                                                                                       APPROVED ANCHORAGES (10" ‘ CENTER TO CENTER, TO THE
                                                  FLOOR THICKNESS (T)




                                                                                                                                            FLOOR THICKNESS (T)




                                                                                                                                                                                                                                                                                                                                                                       NEAREST VALLEY).
       4"




                                                                                                4"




                                                                                                                                                                     8




                                                                                                                                                                                4




                                                                                                                                                                                                                                                                      8
                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                                                3      FASTEN THE 8"x 4"x 3/4 " OR 6"x 4"x 5/8 " ANGLE WITH 3/8 "
                                                                                                                                                                                                                                                                                                                                                                       DIAMETER 4" LONG BOLTS, 1" O.D. WASHER AND AN APPROVED
                                                                                                                                                                                1                                                                                                                                                                                      ANCHORAGE (2’-0" SPACING).
  8




                                                                                         8




                                                                                                                                                                                                                                                                                  1

                                                                                                                                                                                                                                                                                                                                                                4      FASTEN THE STEEL SHEETS TO THE FRONT EDGE OF THE
                                                                                                                                                                                                                                                                                                                                                                       APRON WITH 3/8 " DIAMETER 5" LONG BOLTS, NUT AND LOCK
                                                                                                                                                                                                                                                                                                                                                                       WASHER (10" ‘ CENTER TO CENTER, TO THE NEAREST
                                                                                                                                                                                                                                                                                                                                                                       VALLEY).


                                                                                                                                                                                                                                                                                                                                                                5      (12 GAGE) GALVANIZED CORRUGATED STEEL SHEET PILING,
                                                                                                                                                                                     ELEVATION                                                                                        ELEVATION                                                                        INTERLOCKING TYPE A.


                                                                                                                                                                         DETAIL "C" - ALTERNATE 3                                                                          DETAIL "D" - ALTERNATE 4                                                             6      3/8 " DIA. x 1" LONG BOLT WITH NUT, TO LAP STEEL SHEETS.

                         ELEVATION                                                                             ELEVATION
                                                                                                                                                                                ON NEW CONSTRUCTION ONLY                                                                     ON NEW OR OLD CONSTRUCTION                                                         7      STEEL SHEET PILING, SECTION NO. MP-112 OR EQUAL.

      DETAIL "A" - ALTERNATE 1                                                               DETAIL "B" - ALTERNATE 2                                                                                                                                                                                                                                           8      FILL THE VOIDS AS SHOWN, WITH CONCRETE OR CONCRETE
                                                                                                                                                                                                                                                                                                                                                                       GROUT, AS APPROVED BY THE ENGINEER.
              STEEL SHEET PILING SHOWN                                                                   STEEL SHEET PILING SHOWN




REVISION:                                                                                                                                                                                                                                            STATE PROJ.             NO         -          (T.H.     ) STA.                          +   .                                                  FIG. 5-395.111
                                                                                                                                                                                                                                                                                      TITLE:
                                                                                                                                                                                                                                                                                                                                                                DES:                DR:              APPROVED:
APPROVED: DECEMBER 11, 2000
                                                                                                                                                                                                                                                                                                   ALTERNATE DROPWALLS                                          CHK:                CHK:                              BRIDGE NO.
                                                                                                                                                                                                                                                                                                    FOR BOX CULVERTS
             STATE BRIDGE ENGINEER                                                                                                                                                                                                                                                                                                                                     SHEET NO.            OF      SHEETS

								
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