DRAWING FOR 1X4.00M SPAN SLAB CULVERT AT RD:- 6225M.
14.00
                                                                                         3.70                                 6.00                         3.70
                                                                                                     0.30
                                                                                                                                                    RCC SLAB 370MM TH.
                                                                                                                                                                                                                         0.45                  0.50
                                                                                                                                                    20MM EXPANTION JIONT
                                                                                                                                                                                                                         0.870
                                                                                                                                                           DIRT WALL
                                                                                                                                                                                                                                              0.7042
                                                                                      PARAPET WALL WIDE 500MM                                                             0.45
                                                                                                                                                                                    55.566M                                                                    WING WALL
                                                       SUPER STRUCTURE                  3.48                                                                             0.870
                                                                                                                                                                                                                         2.899
                                                                                                                      1.00
                                                                                                              1.590                  0.50                                                                CAP BEAM
                                                        SUB STRUCTURE                                                     4.00                                                                                                                   GROUN LEVEL
                                                                                                                                                                                                      WHEEP HOLE
                                                                                                                      CLEAR SPAN                                        2.899
                                                                                                                                                                                   52.836M          ABUTMENT                0.80
                                                                                                                                                                                                                                      1.81
                                                                                                                                   NBL                                                                                   0.40
                                                                                                                                                                                                                         0.40          2.23
                                                                                 2.30                       2.90                                                                                                         0.40
                                                                               1.70                                                                                      0.40
                                                        FOUNDATION                                                                                                                                                                     2.63
                                                                                                                                                                         0.40
                                                                           1.50                                                                                          0.20
                                                                                                                                                                         0.20           50.593M
                                                                                                             3.50
                                                                                                             3.90                                                                                                                CROSS SECTION B-B
                                                                                                             4.30
                                                                          1.50                              4.70
                                                                                                                             11.00
                                                                                                                                                    CROSS SECTION A-A
                                                                                                                                                                                                                                                          0.50
                                                           A                                                                                                                            A
 12.08   11.68   10.48   10.00    9.00   6.82   6.42
                                                                        1.50                                                                                            B
                                                                         1.50
                                                                                                                                                                        B
                                                                         1.70
                                                                           1.80                                              C/C
                                                                                                                                                                                                                                                T.P. SECTION
                                                                                      3.20
                                                                                                                                                                        BOULDER PITCHING 225MM
                                                                                                                                                                         FILTER MIDIA 150MM                                     BED LVL
                                                                                       3.50                                                                                                                                                                           52.836M
                                                                                                                                                                       4.50                              YELLOW SOIL
                                                                                        3.80
                                                                                             4.20
                                                                                                                                                                                             0.40                                                                    50.593M
                                                                                               4.70                                                                                         0.60
                                                                                                5.10                                                          M-15
                                                                                                                                                                                            0.75                    SOFT ROCK
                                                                                                                                            BACK FILLING
                                                                                                    5.30                                                                                    0.150
                                                                                                                                                                                 0.90
                                                                                                                                                                                 1.10
                                                                                                                                                                                                                                                                    48.593M
                                                                                  PLAN                                                                               TOE WALL
AS PER IRC:SP:13-2022 (PLATE 5)
                  CLIENT:                          TITLE:
                                                   WORKING DRAWING
                  PUBLIC WORKS                     FOR CONSTRUCTION OF                                                                                                                                                                                     EXECUTIVE ENGINEER
                                                                                                                                                                                                     SUB DIVISIONAL OFFICER
                  DEPARTMENT                       4.00M SSC                                                                                                                                                                                                (B/R)P.W.D.,DIVISION
                                                                                                                                                                                                       (B&R) SUB DIVISION
                  GOVT.OF C.G.                                                                                                               SUB ENGINEER                                                                                                MOHALA-MANPUR-A.CHOWKI
                                                                                                                                                                                                      AMBAGARH CHOWKI