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EXCAVATION PLAN DETAIL
Line:                 0
Tower number:         0                                                                                                                       4250
Tower type:           0                                            Excavation height:                         4250                            EXCAVATION SIZE
Soil class:           0                                            Excavation size:                           6030      *    6030             6030         6030
Cross section details                                                                                                                         HALF DIAGONAL
            Leg ext.
 Leg no:




                       Chem ext


                                   middle

                                    Level
                                     from




                                                                                                                                              4263.9                       EXCAVATION STEEL          CONCRETE STUB SETTING
                                                          R/2            N/2             Inside dim.           Outside dim.                   INSIDE DIMENSION DIMENSION
                                                                                                                                                       OUTSIDE                   619.6   6988.25           130               1
   1             +4       0             8250            4456.94        6303.06             2039.21              10566.92                      2039.21   10566.92                   16         0.35         115          200
   2             +2       0             6250            4546.14        6429.21             2165.36              10693.07                      2165.36   10693.07                9913.6 2445.8875         14950          200
   3             +3       0             7250            4456.94        6303.06             2039.21              10566.92                      2039.21   10566.92
   4             +4       0             8250            4456.94        6303.06             2039.21              10566.92                      2039.21   10566.92

                                                                                                      ALL DIMENSION ARE IN MM

           LEG# B '+2'                                                                                LEG# C '+3'
                                          N/2=R/2              2

                                                  R/2
                                                   N
                                                      /2




                                                                              92
                       1
                       10




                                                                            6.
                          69
                           93




                                                                         56
                                              21
                             ..0




                                                                       10
                                               1
                                               16
                                 7
                                 7


                                                 5...
                                                     36




                                                                                     1
                                                                                   .2
                                                                                39
                                                                              20



                                                                                                10
                                                                                                   56
                                                                                                    6
                                                                                                    66
                                                               1



                                                                              20




                                                                                                      .9
                                                             .2




                                                                               03




                                                                                                         2
                                                          39




                                                                                 9..
                                                        20




                                                                                    21
                                                             92
                                                           6.
                                                        56
                                                      10




                                  LEG# A '+4'                                                                      0


           Prepared by:                                                            Revised by:
           Date:                                                                   Date:

Line:                                     0                  Tower type:                    0

Tower number:                             0                  Soil class:                    0

leg.       leg.ex.           ch.ex.       steel conc. exca.
 1               +4           0 STD           0     0     0                        EXCAVATION                               0.0
 2               +2           0 STD           0     0     0                        CONCRETE                                 0.0
 3               +3           0 STD           0     0     0                        STEEL BARS                               0.0
 4               +4           0 STD           0     0     0                        STUB SETTING                              1



           EXCACATION VOLUME                       CONCRETE VOLUME                                   STEEL REINFORCEMENT
SOIL CLASS 3
       2                            4             2                3               4                  2             3                 4
ENY
STAT                                      EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD

  0            0          0         0         0         0      0        0      0       0         0        0    0        0         0       0
Copy of stub setting 2

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Copy of stub setting 2

  • 1. EXCAVATION PLAN DETAIL Line: 0 Tower number: 0 4250 Tower type: 0 Excavation height: 4250 EXCAVATION SIZE Soil class: 0 Excavation size: 6030 * 6030 6030 6030 Cross section details HALF DIAGONAL Leg ext. Leg no: Chem ext middle Level from 4263.9 EXCAVATION STEEL CONCRETE STUB SETTING R/2 N/2 Inside dim. Outside dim. INSIDE DIMENSION DIMENSION OUTSIDE 619.6 6988.25 130 1 1 +4 0 8250 4456.94 6303.06 2039.21 10566.92 2039.21 10566.92 16 0.35 115 200 2 +2 0 6250 4546.14 6429.21 2165.36 10693.07 2165.36 10693.07 9913.6 2445.8875 14950 200 3 +3 0 7250 4456.94 6303.06 2039.21 10566.92 2039.21 10566.92 4 +4 0 8250 4456.94 6303.06 2039.21 10566.92 2039.21 10566.92 ALL DIMENSION ARE IN MM LEG# B '+2' LEG# C '+3' N/2=R/2 2 R/2 N /2 92 1 10 6. 69 93 56 21 ..0 10 1 16 7 7 5... 36 1 .2 39 20 10 56 6 66 1 20 .9 .2 03 2 39 9.. 20 21 92 6. 56 10 LEG# A '+4' 0 Prepared by: Revised by: Date: Date: Line: 0 Tower type: 0 Tower number: 0 Soil class: 0 leg. leg.ex. ch.ex. steel conc. exca. 1 +4 0 STD 0 0 0 EXCAVATION 0.0 2 +2 0 STD 0 0 0 CONCRETE 0.0 3 +3 0 STD 0 0 0 STEEL BARS 0.0 4 +4 0 STD 0 0 0 STUB SETTING 1 EXCACATION VOLUME CONCRETE VOLUME STEEL REINFORCEMENT SOIL CLASS 3 2 4 2 3 4 2 3 4 ENY STAT EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD EXTD STD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0