This document provides details of an excavation plan for a tower with a tower number of 0 and tower type of 0. The excavation will be 6030mm by 6030mm and 4250mm deep in a soil classified as class 0. The excavation will include concrete stubs set at a depth of 200mm. Reinforcing steel and concrete volumes are also specified.

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