CATCH DRAIN                                                                                                                                                                                                                   CATCH DRAIN
100mm THK. SHOTCRETE (M-25)                                                                                                                                                                                                   100mm THK. SHOTCRETE (M-25)
                                                                                                                                      WITH WIREMESH Ø5x150x150mm                                                                                                                                                                                                    WITH WIREMESH Ø5x150x150mm
                                                                                                                           CATCH DRAIN
                                                                                                            100mm THK. SHOTCRETE (M-25)
                                                                                                            WITH WIREMESH Ø5x150x150mm                                                                                                                                                                                                           CATCH DRAIN
                                                                                                                                                                                                                                                                                                                                 100mm THK. SHOTCRETE (M-25)
                                                                                                                                                                                                                                                                                                                                 WITH WIREMESH Ø5x150x150mm
                                                                                              CATCH DRAIN
                                                                            100mm THK. SHOTCRETE (M-25)
                                                                            WITH WIREMESH Ø5x150x150mm
                                                                                                                                                      Ø50mm, DRAINAGE HOLES, 2.0m LONG @                                                                                                                    CATCH DRAIN
                                                                                                                                                      4.0m c/c, BOTHWAYS STAGGERED                                                                                                           100mm THK. SHOTCRETE (M-25)
                                                                                                                                                                                           30000
                                                                                                                                                                                                                                                                                                                                                                                                                    30000
                                                                                                                                                                                                                                                                                                                                                                            Ø50mm, DRAINAGE HOLES, 2.0m LONG @
                                                                                                                                                      Ø25mm, SELF DRILLING ANCHOR                                                                                                            WITH WIREMESH Ø5x150x150mm
                                                                                                                                                                                                                                                                                                                                                                            4.0m c/c, BOTHWAYS STAGGERED
                                                                                                                                                      @ 5.0m LONG FULLY GROUTED (Fe 500)
                                                                                                                                                      @ 2.0m c/c STAGGERED BOTHWAYS                                                                                                                                                                                         Ø25mm, SELF DRILLING ANCHOR
                                                                                                                                                                                                                                                                                                                                                                            @ 5.0m LONG FULLY GROUTED (Fe 500)
                                                                                                                                                                                                                                                                                                                                                                            @ 2.0m c/c STAGGERED BOTHWAYS
                                                                CATCH DRAIN
                                          100mm THK. SHOTCRETE (M-25)                                                                                                                                                                                          CATCH DRAIN
                                          WITH WIREMESH Ø5x150x150mm
                                                                                                                                                                                                                                        100mm THK. SHOTCRETE (M-25)
                                                                                                                                                                                                                                        WITH WIREMESH Ø5x150x150mm
                                                                  NSL
                                                                                                              Ø50mm, DRAINAGE HOLES, 2.0m LONG @
                                                                                                              4.0m c/c, BOTHWAYS STAGGERED                                                                                                               NSL
                                                                                                              Ø25mm, SELF DRILLING ANCHOR                                                                                                                                                                       Ø50mm, DRAINAGE HOLES, 2.0m LONG @
                                                                                                              @ 5.0m LONG FULLY GROUTED (Fe 500)                                                                                                                                                                4.0m c/c, BOTHWAYS STAGGERED
                                                                                                              @ 2.0m c/c STAGGERED BOTHWAYS
                                 PROPOSED ROAD
                                                                                                                                                                                                                                  PROPOSED ROAD
                                                  REFER SEPRATE DRG.                                                                                                                                                                               REFER SEPRATE DRG.                                           Ø25mm, SELF DRILLING ANCHOR
                                                                                                                                                                                                                                                                                                                @ 5.0m LONG FULLY GROUTED (Fe 500)
                                 CENTRE LINE
                                                                                                                                                                                                                                  CENTRE LINE
                           SB                                                    4                                                                                                                                          SB                                                  4                               @ 2.0m c/c STAGGERED BOTHWAYS
                           WMM                                                  1                                                                                                                                           WMM                                                1
                                                                                       4000
                                                                                                                                                                                                                                                                                      4000
                           DBM                                                                                                                                                                                              DBM
    1094.383               BC                    2.5%                                                                                                                                               1094.900                BC                    2.5%
                                                                              (TYP.)
                                                                                                                                                                                                                                                                             (TYP.)
                                                                               1000
                                                                                                                                                                                                                                                                              1000
                   1                                                                                                                                                                                               1
               6                                                                                                                                                                                               6
                                                                     2000                                                                                                                                               4                                           2000
                                                                                                                                                                                                                       1
               SECTION @ CH - 452+180                                                                                                                                                                              SECTION @ CH - 452+190
                       0         3.75                   7.5 m                                                                                                                                                           0           3.75                 7.5 m
                                                                                                                                                                                                                                                                                                                                                                                     NOTES:-
                                                                                                                                                                                                                                                                                                                                                                                     1.   GRADE OF PLUM CONCRETE SHALL BE M20.
                                                                                                                                                                                                                                                                                                                                                                                     2.   SIZE OF AGGREGATE SHALL NOT BE MORE THAN 80mm.
OWNER ENGINEERING :                                         SAFETY CONSULTANT :                    EPC CONTRACTOR:                         PROOF CONSULTANT:                                 PROJECT:                                                                                                                                                                           TITLE : SLOPE PROTECTION MEASURES
                                                                                                                                                                                                                                                                                                                                     DRAWN BY :                DEEPAK
                                                                                                                                                   KQC GLOBAL CONSULTANTS PVT. LTD.          CONSTRUCTION & UPGRADATION OF EXISTING ROAD                                                                                                                                                SCHEME KM-452+160 TO 452+235
                                                                                                                   125 m                                                                     TO 2-LANE WITH PAVED SHOULDERS FROM KM                                                                                                  DESIGNED BY :             SK
                                                                                                                                                       301 Kautilya, Sector 14, Dwarka,      430.000 TO KM 468.000 OF CHAMOLI TO PAINI
                                                                                                                                                           New Delhi, Delhi 110075           (EXCLUDING KM 437.625 TO KM 437.775, KM 458.900 TO
                                                                                                                                                                                                                                                                                                                                     APPROVED BY :             DK               DRG. NO. : CP-SZ-PM-03
                                                                                                                                                        www.kqcglobalconsultants.com         KM 459.475 AND KM 464.425 TO KM 464.525) OF NH-07
    National Highways & Infrastructure                          MANOMAV ENGINEERS                 NKG INFRASTRUCTURE LTD.                                                                    UNDER CHARDHAM PARIYOJNA ON EPC BASIS IN THE
                                                                  PVT. LTD. MEPL                                                                                                                                                                                                                                                                          1:150 (A1)
  Development Corporation Ltd. (NHIDCL)                                                                                                                                                      STATE OF UTTRAKHAND (PKG-III)                      REV.                                           DATE           DESCRIPTION            SCALE :                                    REVISION : R-0                               FEB-2020
                                                                                                                                                                                                                                                                                                                                                          1:300 (A3)