GENERAL NOTES:-

1. ALL DIMENSIONS ARE IN MM. UNLESS MENTIONED

OTHERWISE.
NON TOWER / GROUND FLOOR 2. ALL DIMENSION ARE TO BE READ ONLY AND NOT TO BE
X AS / ARCH. MEASURED/SCALED.
3. ANY DISCREPANCIES IN THE DRAWING OR AT SITE
SHOULD BE BROUGHT TO OUR NOTICE IMMEDIATELY.
Basement TOE Wall 4. FOR DETAIL REFER RELEVANT LARGE SCALE DETAIL
Plot Boundary DRAWINGS AS INDICATED.
(Dowells to be left As/Structural Consultant Drg.)
5. CONCRETE GRADE:-
DIAPHRAGM WALL = M 30 GUIDE WALL=M15
6. STEEL GRADE = Fe550
E.G.L. ±0.0 7. LAP LENGTH OF 50D FOR REINFORCEMENT TO BE PROVIDED.
8. CLEAR COVER:-
Guide Wall
DIAPHRAGM WALL = 75mm
9. ANCHORS TO BE DONE WITH MULTI-STAGE PRESSURE GROUTING.
10. ANCHOR SHALL BE TESTED AFTER MIN. 12 DAYS OF GROUTING.
Empty Boring
OR ACHIVE MIN 75% STRENGTH OF CUBE FOR M25 GRADE GROUT.
11. EVERY ANCHOR TO BE TESTED TO 1.1 TIMES OF DESIGN LOAD
AND LOCKED AT LOCK-OFF LOAD
TOP OF DWALL 12. ALL ANCHOR RESULTS TO BE SENT TO US FOR OUR APPROVAL.
D WALL TOP (LVL -2.5M) -2.5M LVL. 13. SLAB CONNECTIONS TO DIAPHRAGM WALL TO BE OBTAINED FROM
PROJECT STRUCTURAL CONSULTANT.
14. THE DESIGN IS CHECKED & FOUND APPROPRIATE ON THE BASIS OF
A A
DATA SUPPLIED BY CLIENT.RESPONSIBILITY OF ITS IMPLEMENTATION
Main Steel T16 @ 200mm C/C(Uniform) Main Steel T16 @ 200mm C/C(Uniform) RESTS WITH OWNER.
Dist. Steel BASEMENT-1
LEVEL -4.0M 15. GUIDELINES CONFORMING TO IS 9556 SHALL BE FOLLOWED.
T10 @ 150mm C/C BASEMENT-1 LVL. (-4.0M)
16. CAPPING BEAM DETAILS TO BE CONSTRUCTED
Extra Steel BEFORE EXCAVATION BY MAIN CONTRACTOR / CLIENT.
10 Dia Stirrups@ 300mm C/C
T16 @ 200mm C/C(Extra) (From -2.5m to -19.0m)
17. STOP END SHALL BE PROVIDED AS/SITE.
(From -1.5m to -9.5m) LVL (-5.0M) 18. ALL ANCHOR TO BE DE STRESSED AFTER CASTING OF ALL FLOOR SLAB.
EARTH SIDE 1000 2000 2000 1000 19. SURCHARGE LOAD OF 25 KN/M2 HAS BEEN CONSIDERED
gt h 8.0m IN DESIGN
re e L en
F EXCAVATION SIDE 20. NO HEAVY MACHINERY / EQUIPMENT SHALL BE PLACED
IN VICINITY UPTO 3M FROM DIAPHRAGM WALL FACE.
LEVEL-1 A1 ANCHOR
8M FREE AND 13M FIXED LENGTH
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR
6NOS. HT STRAND, 12.9MM DIA NOTES FOR ANCHOR BLOCK DETAILS:-
B B 1) THRUST PLATE, FACE PLATE MUST BE INSTALLED AFTER DRILLING
h 13 . 0m AND GROUTING OF ANCHORS.
d Lengt BASEMENT-2
Fi xe BASEMENT-2 LVL. (-8.0M) LEVEL -8.0M 2) MINIMUM WELD OF 6mm THK. FILLET WELD TO BE
PROVIDED,WHEREVER NOT MENTIONED.
3) WIDTH OF STIFFNER AND BRACKET PLATE MAY VARY AS PER SITE
CONDITION.
LVL (-9.0M)
1000 2000 2000 1000
gt h 6.0m
n
F ree Le Extra Steel
T20 @ 200mm C/C(Extra)
(From -4m to -16m)
LEVEL-2 A2 ANCHOR
6M FREE AND 14M FIXED LENGTH
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR
6NOS. HT STRAND, 12.9MM DIA

h 14.0m
Leng t
Fixed
BASEMENT-3
BASEMENT-3 LVL. -12.5M LEVEL -12.5M
Extra Steel
T20 @ 200mm C/C(Extra)
(From -12m to -16m) EXCAVATION LVL/
PCC BOTTOM LVL
LVL (PCC Bottom lvl)(-14.0M) -14.0M

C C

PROJECT:-
Embeded
5m Depth
PROPOSED GROUP HOUSING SITE No.
D D 25 IN SEC-53, GURUGRAM HARYANA.

CLIENT:-
-19.0M M/S AHIR INFRASPACE PRIVATE LIMITED
LVL(-19.0M)
10th FLOOR, GRAND VIEW TOWER, GOLF COURSE EXTENSION ROAD
Min. 200 or Ld SECTOR-58, GURGAON-122011
ELEVATION OF DIAPHRAGM WALL
Whichever is more
DIAPHRAGM WALL SECTION- A-A TITLE:- DIAPHRAGM WALL DESIGN SECTION- A-A (11.5M DEPTH.)
PANEL WIDTH = 6M DWG NO.:- WAG/GH25/01(1/2) DATE :- 24/06/2025

REV. NO. DATE DESCRIPTION

DRAWN BY DESIGN BY CHECKED BY

RAS ANA ANA

D-WALL DESIGN & BUILT VENDOR :-

WAGAD BUILDCON
 GENERAL NOTES:-

Main Steel T16 @ 200mm c/c

(Uniform)
(Extra)
Main Steel T16 @ 200mm c/c Dist. Steel EARTH SIDE Tremie Location As/Site
ANCHOR BLOCK DETAILS 1. ALL DIMENSIONS ARE IN MM. UNLESS MENTIONED
OTHERWISE.
75 2. ALL DIMENSION ARE TO BE READ ONLY AND NOT TO BE
T10@ 150mm c/c
MEASURED/SCALED.
3. ANY DISCREPANCIES IN THE DRAWING OR AT SITE
BEARING PLATE
SHOULD BE BROUGHT TO OUR NOTICE IMMEDIATELY.
(300 X 300 X 25MMTHK.)
600

4. FOR DETAIL REFER RELEVANT LARGE SCALE DETAIL

200 200 200 ANCHOR HEAD DRAWINGS AS INDICATED.

300
40/50 MM THICK 100 MM DIA
5. CONCRETE GRADE:-
STIFFENER PLATE DIAPHRAGM WALL = M 30 GUIDE WALL=M15
10 Dia Stirrups @ 300mm c/c
(2Nos. 16mm THK.) 6. STEEL GRADE = Fe550
Main Steel T16@ 200mm c/c (SECTION A-A) EXCAVATION SIDE
7. LAP LENGTH OF 50D FOR REINFORCEMENT TO BE PROVIDED.
(Uniform) END PLATE
8. CLEAR COVER:-
(400 X 400 X 12MM THK.)
STIFFENER PLATE DIAPHRAGM WALL = 75mm
Main Steel T16 @ 200mm c/c (Extra)
(Uniform) Main Steel T16 @ 200mm c/c Dist. Steel EARTH SIDE SIDE VIEW FRONT VIEW (2 Nos.) (16mm THK.) 9. ANCHORS TO BE DONE WITH MULTI-STAGE PRESSURE GROUTING.
75 10. ANCHOR SHALL BE TESTED AFTER MIN. 12 DAYS OF GROUTING.
T10@ 150mm c/c
OR ACHIVE MIN 75% STRENGTH OF CUBE FOR M25 GRADE GROUT.
400 11. EVERY ANCHOR TO BE TESTED TO 1.1 TIMES OF DESIGN LOAD
300 300 Fillet Weld
AND LOCKED AT LOCK-OFF LOAD
600

(6mm Thk.) 12. ALL ANCHOR RESULTS TO BE SENT TO US FOR OUR APPROVAL.
200 200 100 200 13. SLAB CONNECTIONS TO DIAPHRAGM WALL TO BE OBTAINED FROM
PROJECT STRUCTURAL CONSULTANT.

75
14. THE DESIGN IS CHECKED & FOUND APPROPRIATE ON THE BASIS OF

300
Lugs

400
10 Dia Stirrups @ 300mm c/c T16 Ø-2Nos A A DATA SUPPLIED BY CLIENT.RESPONSIBILITY OF ITS IMPLEMENTATION

400
Main Steel T16 @ 200mm c/c Main Steel T20 @ 200mm c/c EXCAVATION SIDE RESTS WITH OWNER.
(Uniform) (Extra) 75mm Ø Hole (250)mm Ø Hole 15. GUIDELINES CONFORMING TO IS 9556 SHALL BE FOLLOWED.
(SECTION B-B) End Plate
BEARING PLATE 16. CAPPING BEAM DETAILS TO BE CONSTRUCTED

75
MS SLEEVE 3MM THICK BEFORE EXCAVATION BY MAIN CONTRACTOR / CLIENT.
(Extra) (300 X 300 X 25 MM THK.)
Main Steel T16 @ 200mm c/c EARTH SIDE 17. STOP END SHALL BE PROVIDED AS/SITE.
(Uniform) Main Steel T20 @ 200mm c/c Dist. Steel 12mm Thick.
75 T10@ 150mm c/c
END PLATE 18. ALL ANCHOR TO BE DE STRESSED AFTER CASTING OF ALL FLOOR SLAB.
SECTION A-A (400 x 400 x 12MM THK.) 19. SURCHARGE LOAD OF 25 KN/M2 HAS BEEN CONSIDERED
IN DESIGN
20. NO HEAVY MACHINERY / EQUIPMENT SHALL BE PLACED
600

IN VICINITY UPTO 3M FROM DIAPHRAGM WALL FACE.

200 200 100 200

CONCRETE GRADE STEEL GRADE ANCHOR GROUT

225 / 230
NOTES FOR ANCHOR BLOCK DETAILS:-
10 Dia Stirrups @ 300mm c/c M30 Fe550 M25 1) THRUST PLATE, FACE PLATE MUST BE INSTALLED AFTER DRILLING
Main Steel T16 @ 200mm c/c Main Steel T20 @ 200mm c/c EXCAVATION SIDE
(Uniform) (Extra) AND GROUTING OF ANCHORS.
(SECTION C-C) 2) MINIMUM WELD OF 6mm THK. FILLET WELD TO BE
Main Steel T16 @ 200mm c/c
(Uniform) Dist. Steel EARTH SIDE ANCHOR DETAILS (AT-5.0m.) DETAIL OF P.V.C WATER STOPPER PROVIDED,WHEREVER NOT MENTIONED.
3) WIDTH OF STIFFNER AND BRACKET PLATE MAY VARY AS PER SITE
75 CONDITION.
T10@ 150mm c/c 1) CAPACITY = 50 TONS CONFRIMING TO IS 15058-2002
2) SPACING = 2m
3) DIAMETER = 200mm WATER STOPPER DETAILS
600

200 200 200 4) FREE LENGTH = 8.0m

5) FIXED LENGTH =13.0m
6) REINFORCEMENT = 06 NOs OF 12.9mm DIA HT STRANDS T10 bar T10 bar
10 Dia Stirrups @ 300mm c/c
Main Steel T16@ 200mm c/c (Extra) (SECTION D-D) EXCAVATION SIDE 7) INCLINATION = 75° (WITH VERTICAL) P.V.C WATER STOPPER bar
(Uniform) 8) LOCK OFF LOAD = 45 TONS
(Extra) EARTH SIDE
Main Steel T16 @ 200mm c/c Main Steel T16/20 @ 200mm c/c ANCHOR DETAILS (AT-9.0m.)

600
600
(Uniform) Dist. Steel
75
T10@ 150mm c/c 1) CAPACITY = 55 TONS
2) SPACING = 2m
3) DIAMETER = 200mm
600

200 200 200

4) FREE LENGTH = 6.0m T10 @ 200mm c/c T10 @ 200mm c/c
5) FIXED LENGTH =14.0m SECONDARY PANEL PRIMARY PANEL
6) REINFORCEMENT = 06 NOs OF 12.9mm DIA HT STRANDS (DETAIL A) (DETAIL B)
Main Steel T16 @ 200mm c/c Main Steel T20 @ 200mm c/c
(Uniform) PRIMARY PANEL (Extra) 7) INCLINATION = 75° (WITH VERTICAL)
EXCAVATION SIDE
8) LOCK OFF LOAD = 50 TONS 150 370 550

65 150
(Extra)

175
EARTH SIDE
Main Steel T16 @ 200mm c/c Main Steel T16/20 @ 200mm c/c PROJECT:-
(Uniform) Dist. Steel 400

20

100
75
T10@ 150mm c/c PROPOSED GROUP HOUSING SITE No.

150 65
125

175
25 IN SEC-53, GURUGRAM HARYANA.
600

200 200 200

550
CLIENT:-

Main Steel T16 @ 200mm c/c Main Steel T20@ 200mm c/c 300 300 EARTH SIDE M/S AHIR INFRASPACE PRIVATE LIMITED
(Uniform) (Extra) Dist. Steel 10th FLOOR, GRAND VIEW TOWER, GOLF COURSE EXTENSION ROAD
SECONDARY/CLOSING PANEL EXCAVATION SIDE SECTOR-58, GURGAON-122011
T10@ 150mm c/c

600 650 600 TITLE:- DIAPHRAGM WALL DESIGN SECTION- A-A (11.5M DEPTH.)
100

REINF. AS/DETAIL DWG NO.:- WAG/GH25/01(2/2) DATE :- 24/06/2025

REINF. AS/DETAIL

EXCAVATED SOIL FACE EXCAVATED SOIL FACE REV. NO. DATE DESCRIPTION
REINF. AS/DETAIL Main Steel T16 @ 220mm c/c
T6 GFRP T6 GFRP (Uniform)
@ 200mm C/C @ 200mm C/C
1200

T6 GFRP EXCAVATION SIDE

T6 GFRP

Main Steel T16 @ 220mm c/c

@ 200mm C/C REINF. AS/DETAIL
@ 200mm C/C 300

Main Steel T16 @ 220mm c/c

REINF. AS/DETAIL
REINF. AS/DETAIL
GUIDE WALL
Ø

GUIDE WALL
8D

450

600THK D WALL
500

GUIDE WALL
45° (CONCRETE GRADE M15) AS/DETAIL

(Uniform)
DRAWN BY DESIGN BY CHECKED BY
REINF. AS/DETAIL

(Uniform)
600 RAS ANA ANA
REINF. AS/DETAIL
DIAPHRAGM WALL
D-WALL DESIGN & BUILT VENDOR :-
Ø 600mm THICK 600

75
TYPICAL RING DETAIL DETAIL AT 'X' WAGAD BUILDCON
(TYPICAL REINF. DETAIL FOR RETAINING WALL)
TYPICAL GUIDE WALL DETAIL