3m Retaining wall
1
DRAWING NO.: Enter Drawing No Fold-2 Fold-2 Fold-1 Fold-1 Fold-2 Fold-2 Fold-4 Fold-4 Fold-3 Fold-3 Fold-4 Fold-4 1 2 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 A B B C C D D E E F F G G H H DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. DATE ALTD CHD APPD REV. TITLE: Retaining Wall DEPT. SIGN DATE DRAWING NO. : Enter Drawing No SHEET REV. OF DEPT. CODE DRN DESN CHD APPD NAME SIGN DATE NOTES 1. ALL DIMENSIONS ARE IN MM 2. NO DIMENSIONS FROM THIS DRAWING ARE TO BE SCALED OFF AND ONLY FIGURED DIMENSIONS SHALL BE FOLLOWED 3. GRADE OF CONCRETE SHALL BE M 20 4. ALL REINFORCEMENT SHALL BE OF GRADE FE415 CONFORMING TO IS:1786 5. CLEAR COVER TO REINFORCEMENT SHALL BE 25 MM 6. LAP LENGTH AND ANCHORAGE LENGTH SHALL BE 57 TIMES THE BAR DIAMETER 7. BENDING AND FIXING OF REINFORCEMENT SHALL BE AS PER IS-2502 #12@300 #12@300 2000 300 150 3000 150 550 3400 300 CROSS SECTION RW Id - 1 GL #12@300 #12@300 #12@300 #12@300 #12@300 #12@70 #12@300 #12@300 #12@300 #12@300 #12@300 #12@300 #12@300 LONGITUDINAL SECTION RW Id - 1 #12@60 #12@120 #12@240 #12@300 1175 2350 3525 4700 #12@300 #12@70 #12@300 #12@300 #12@300 QUANTITY TAKE OFF BAR DIA LENGTH(m) WEIGHT(T) 12 235 0.209 TOTAL 235 0.209 CONCRETE QUANTITY (cmtr) : 2.078
description
Retaining wall
Transcript of 3m Retaining wall
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DR
AW
ING
NO
.:E
nter
Dra
win
g N
o
Fold-2Fold-2
Fold-1Fold-1
Fold-2Fold-2
Fold-4Fold-4
Fold-3Fold-3
Fold-4Fold-4
12
3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12
A BB
CC
DD
EE
FF
GG
HH
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
DA
TEA
LTDC
HD
APPD
REV.
TITLE:R
etaining Wall
DEPT.
SIG
N
DATE
DR
AW
ING
NO
. :Enter Draw
ing No
SH
EETR
EV.O
F
DEPT.
CO
DE
DR
N
DESN
CH
DAPPD
NAM
ES
IGN
DATE
NO
TES
1.ALL D
IMEN
SION
S ARE IN
MM
2.N
O D
IMEN
SION
S FRO
M TH
IS DR
AWIN
G AR
E TO
BE SCALED
OFF AN
D O
NLY FIG
UR
ED
DIM
ENSIO
NS SH
ALL BE FOLLO
WED
3.G
RAD
E OF C
ON
CR
ETE SHALL BE M
20
4.ALL R
EINFO
RC
EMEN
T SHALL BE O
F GR
ADE
FE415 CO
NFO
RM
ING
TO IS:1786
5.C
LEAR C
OVER
TO R
EINFO
RC
EMEN
T SHALL
BE 25 MM
6.LAP LEN
GTH
AND
ANC
HO
RAG
E LENG
TH
SHALL BE 57 TIM
ES THE BAR
DIAM
ETER
7.BEN
DIN
G AN
D FIXIN
G O
F REIN
FOR
CEM
ENT
SHALL BE AS PER
IS-2502
#12@300
#12@300
2000300
150 3000
150
5503400
300
CR
OSS SEC
TION
RW
Id - 1
GL
#12@300
#12@300
#12@300
#12@300
#12@300
#12@70
#12@300
#12@300
#12@300
#12@300
#12@300
#12@300
#12@300
LON
GITU
DIN
AL SECTIO
NR
W Id - 1
#12@60
#12@120
#12@240
#12@300
1175 2350 3525 4700
#12@300
#12@70
#12@300
#12@300
#12@300
QU
ANTITY TAKE O
FF
BAR D
IALEN
GTH
(m)
WEIG
HT(T)
12235
0.209
TOTAL
2350.209
CO
NC
RETE Q
UAN
TITY (cmtr) : 2.078
