Typical Cross-Section (Two Lane Expressway) CASE - 01
Typical Cross-Section (Two Lane Expressway) CASE - 01
R.O.W - 40000
                                                                                                       500               3000                        3650 + *W                      3650 + *W                     3000               500
ROUNDING
                                                                                                                                                                                                                                     ROUNDING
                                                                                                                       SHOULDER                    TRAVEL LANE                    TRAVEL LANE                   SHOULDER
                                                                                                                                                                                                                                                                                                   R.O.W MARKER
                                                                                                                                                                                                                                                  (SHEET # KKB-TD-TCS-07)
                                     R.O.W MARKER                                                                             4%                        2%                           2%                           4%
                                                                                         1:2                                                                                                                                                            1:2
                                                                                                                                         SHOULD.             EXISTING ROAD LANE                  SHOULD.
                                                                                                                                          1000                       5500                          1000
N.S.L N.S.L
                                                                                                                                                                                                                              PAVEMENT STRUCTURE
                                                                                                                                                                                                                                 SEE TABLE-1 ON
                                                                                                                                   TYPICAL CROSS-SECTION (TWO LANE EXPRESSWAY)                                               SHEET # KKB-TD-TCS-S-01
                                                                                                                                                                                                                                       ROUNDING
                                                                                                                       SHOULDER                    TRAVEL LANE                    TRAVEL LANE                   SHOULDER
(SHEET # KKB-TD-TCS-07)
                                                                                                                                                                                                                                                                                                            R.O.W MARKER
                                                                                                                              4%                        2%                           2%                            4%
                                                                                          1:2                                                                                                                                                             1:2
                                                                                                                                                                 SHOULD.                EXISTING ROAD LANE                 SHOULD.
                                                                                                                                                                  1000                          5500                         1000
N.S.L N.S.L
                                                                                          PAVEMENT STRUCTURE
                                                                                             SEE TABLE-1 ON
                                                                                         SHEET # KKB-TD-TCS-S-01                      TYPICAL CROSS-SECTION (TWO LANE EXPRESSWAY)
                                                                                                                                                         CASE - 2                                                                  DRAIN WHERE REQUIRED
                                                                                                                                                                   SCALE 1:100                                                      FOR DETAIL REFER TO
                               DRAIN WHERE REQUIRED
                                                                                                                                                                                                                                  (SHEET # KKB-TD-TCS-S-12)
                                FOR DETAIL REFER TO
                              (SHEET # KKB-TD-TCS-S-12)
                                    R.O.W MARKER
                                                                             N.S.L
                                                                                     N
                                                                                         1                                3000                        3650 + *W                      3650 + *W                  3000               500
                                                    SIDE SLOPE PROTECTION DETAIL
                                                                                                                                                                                                                                   ROUNDING
                                                                                                                        SHOULDER                    TRAVEL LANE                    TRAVEL LANE                SHOULDER
                                                       REFER TO RELEVENT Dwgs.
                                                                                                                                                                                                                                                                                              R.O.W MARKER
                                                                                                                                                         2%                           2%                                                      (SHEET # KKB-TD-TCS-07)
                                                                                         5%                                 4%                                                                                   4%
                                                                                                                                                                                                                                                     1:2
                                                                              500                                                                                 SHOULD.               EXISTING ROAD LANE               SHOULD.
                                                                                                                                                                   1000                         5500                       1000
N.S.L
                                                                                                                                                                                                                                                                                                   R.O.W MARKER
                                                                                                                                                                                                                                                              N.S.L
                                                                                                                                                                                                                                                          N
                                                                                                     500                   3000                      3650 + *W                       3650 + *W                  3000                                  1        SIDE SLOPE PROTECTION DETAIL
                                                                                                      ROUNDING
                                                                        (SHEET # KKB-TD-TCS-07)                                                          2%                           2%
                                                                                                                            4%                                                                                   4%                                5%
                                                                                     1:2
                                                                                                                 SHOULD.                EXISTING ROAD LANE              SHOULD.                                                                               500
                                                                                                                  1000                         5500                       1000
N.S.L
N.S.L
                                                                                                                                     ℄
                                                                                             4%                        2%                          2%                             4%
                                                                       5%
N.S.L
                                                                                                                                                                                                                                    R.O.W MARKER
                                                                                                                                                                                                 MINIMUM 500mm
                                                                                        ROUNDING
                                                                                                            SHOULDER                    TRAVEL LANE                   TRAVEL LANE                  SHOULDER
                                                                      GUARD RAIL
                                                                    WHERE REQUIRED                                                                         ℄
                               R.O.W MARKER
                                                                                                                4%                           2%                          2%                              4%
                                                                          1:2
                                                                                                   SHOULD.                  EXISTING ROAD LANE             SHOULD.
                                                                                                    1000                           5500                      1000
N.S.L
                                                                                                                                                                                     PAVEMENT STRUCTURE
                                                                                                                                                                                        SEE TABLE-1 ON
                                                                                                                                                                                    SHEET # KKB-TD-TCS-S-01          MASONRY & R.C.C
                                                                                                                                                                                                                      RETAINING WALL
                                                                    DRAIN WHERE REQUIRED
                                                                                                                                                                                                                   FOR DETAIL REFER TO
                                                                     FOR DETAIL REFER TO
                                                                                                                                                                                                                   STRUCTURE DRAWINGS
                                                                   (SHEET # KKB-TD-TCS-S-12)
N.S.L
                                                                                                                                                                                                                                                      R.O.W MARKER
                                                                                                                                                                                                                  MINIMUM 500mm
                                                                                                          ROUNDING
                                                                                                                       SHOULDER                TRAVEL LANE                    TRAVEL LANE                   SHOULDER
                                                                                                                                                                  ℄
                                                                                                                          4%                        2%                             2%                          4%
                                                                                                                             N.S.L                                                                     N.S.L
                                             R.O.W MARKER
                                                                                                                                                                                                                                                                             R.O.W MARKER
                                                                                       MINIMUM 500mm                                                                                                                                MINIMUM 500mm