1 2 2' 3 CONVENTIOAL GROUND IMPROVEMENT METHOD:

1. EXCAVATE THE GROUND UP TO 2.0 M BELOW THE EXISTING GROUND VEVEL.

29'-4" 2. S.B.C OF SOIL TAKEN AS 132 KN/M2.
3. COMPACT THE EXCAVATED SURFACE PROPERLY USING HEAVY COMPACTOR (20 TONS)
10'-8" 5'-7" 13'-1" MAKING SURE THAT THE COMPACTION IS NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY.
4. PLACE LAYERS OF EXCAVATED MATERIAL IN A COMPACTED THICKNESS OF NOT
6' MORE THAN 250 MM TILL THE LEVEL REACHES TO THE PROPOSED FOUNDATION LEVEL.
4' 4' 5. FINALLY PLACE A LAYER OF ROAD BASE MATERIAL IN A COMPECTED THICKNESS
OF NOT MORE THAN 200 MM
E E 6. THE COMPACTION FOR THE GRANULAR FILL MARERIAL AND THE ROAD BASE SHOULD
2"

6'
4'

4'
2'-1"

2'-1"

NOT BE LESS THAN 95% AND 98% OF MMD RESPECTIVELY

2'-10"

7. THE COMPACTED SURFACE SHOULD THEN BE PROTECTED BY IMMEDIATELY COVERING.

2' 2' WITH A LAYER OF CONCRETE BLINDING
3'
12'-1"

7'-5"
2'-6" 2'-6"
3'-1"
2'-6"

2'-6"

3'-8"
D D
2"
5'

5'
7'

3'-5"
7'-4"

5' 5'
5'
3'-3"
3'-4"

2"
1'-5"

C C
6'-6"
3'-3"

1"

5'
2'-8"
45'-3"

1'-7"
6'-6" 2'-6"
9'-7"

9'

2'-10" 6'
1'-8"
3'-1"

4" 5"
1'-7"

B B
3'-3"

6'-6"

2"

2"
6'

3'-2"
3'-3"
6'-6" 3'
16'-3"

2'-6" 2'-6"
2'-6"

2'-6"
A A

5'

5'
5' 5'
10'-8" 18'-8"
29'-4"
1 2 2' 3
PROJECT:
CLIENT NAME:
PLOT NO:
LOCATION:
DRWG. TITLE: TIE BEAM LAYOUT
SCALE 1/8"=1'-0" JOB NO.
DRAWN BY:
DESIGNED BY: DRAWING NO.
CHECKED BY: -
APPROVED BY: SHEET NO.
REVISED BY:
 1 2 2' 3
29'-4"
10'-8" 5'-7" 13'-1"
E E
12'-1"

D D
"
12
7'-4"

C C
45'-3"

9'-7"

B B
16'-3"

A A
10'-8" 18'-8"
29'-4"
1 2 2' 3
PROJECT:
CLIENT NAME:
PLOT NO:
LOCATION:
DRWG. TITLE: TIE BEAM LAYOUT
SCALE 1/8"=1'-0" JOB NO.
DRAWN BY:
DESIGNED BY: DRAWING NO.
CHECKED BY: -
APPROVED BY: SHEET NO.
REVISED BY:
 1 2 2' 3
29'-4"
10'-8" 5'-7" 13'-1"
E E
12'-1"

D D
7'-4"

TYPICAL DETAIL OF ENTRANCE STEPS

C C
45'-3"

9'-7"

B B
16'-3"

A A
10'-8" 18'-8"
29'-4"
PROJECT:
1 2 2' 3 CLIENT NAME:
PLOT NO:
LOCATION:
DRWG. TITLE: TIE BEAM LAYOUT
SCALE 1/8"=1'-0" JOB NO.
DRAWN BY:
DESIGNED BY: DRAWING NO.
CHECKED BY: -
APPROVED BY: SHEET NO.
REVISED BY:
 1 2 2' 3
29'-4"
10'-8" 5'-7" 13'-1"
E E
12'-1"

D D
7'-4"

C C
45'-3"

9'-7"

B B
16'-3"

A A
10'-8" 18'-8"
29'-4" PROJECT:
CLIENT NAME:
1 2 2' 3
PLOT NO:
LOCATION:
DRWG. TITLE: TIE BEAM LAYOUT
SCALE 1/8"=1'-0" JOB NO.
DRAWN BY:
DESIGNED BY: DRAWING NO.
CHECKED BY: -
APPROVED BY: SHEET NO.
REVISED BY:
 1 2 2' 3
29'-4"
10'-8" 5'-7" 13'-1"
E E
12'-1"

D D
7'-4"

C C
45'-3"

9'-7"

B B
16'-3"
A A
10'-8" 18'-8"
29'-4"
PROJECT:
1 2 2' 3 CLIENT NAME:
PLOT NO:
LOCATION:
DRWG. TITLE: TIE BEAM LAYOUT
SCALE 1/8"=1'-0" JOB NO.
DRAWN BY:
DESIGNED BY: DRAWING NO.
CHECKED BY: -
APPROVED BY: SHEET NO.
REVISED BY:
FIRST F.F.LVL
+16'-0"
DR
SCHEDULE&LAYOUT
Y12@6"C/C TOP&BOTT
Y10@8"C/C TOP&BOTT
Y12@6"C/C TOP MID LANDING LVL
+11'-0" F.FLVL
Y12@6"C/C
Y10@6"C/C
SCALE 1=1/2"
Y12@3"C/C
ARCH (OP2) PROJECT:
AS / ARCHITECTURE
CLIENT NAME:
PLOT NO:
LOCATION:
DRWG. TITLE: STAIRCASE DETAIL
SCALE 1/8"=1'-0" JOB NO.
DRAWN BY:
DESIGNED BY: DRAWING NO.
CHECKED BY: -
APPROVED BY: SHEET NO.
REVISED BY: