GENERAL NOTES:-

Basement Retaining Wall

CONCRETE GRADE STEEL GRADE ANCHOR GROUT 1. ALL DIMENSIONS ARE IN MM. UNLESS MENTIONED
(R/F Details as per Structural Consultant)
M35 Fe550D M25 OTHERWISE.
800 TOP OF D WALL 2. ALL DIMENSION ARE TO BE READ ONLY AND NOT TO BE
-9000 LVL.
MEASURED/SCALED.
ANCHOR DETAILS (AT-10.5m.)
CAPPING BEAM 3. ANY DISCREPANCIES IN THE DRAWING OR AT SITE
Guide Wall 1) CAPACITY = 40 TONS
Main Steel T20@ 200mm C/C(Uniform) SHOULD BE BROUGHT TO OUR NOTICE IMMEDIATELY.
Main Steel T20 @ 200mm C/C(Uniform) 2) SPACING = 1.65m 4. FOR DETAIL REFER RELEVANT LARGE SCALE DETAIL
Dist. Steel
3) DIAMETER = 150mm DRAWINGS AS INDICATED.
T12 @ 150mm C/C
-10500mm LVL. 4) FREE LENGTH = 9m
(BASEMENT 2 Slab) 5. CONCRETE GRADE:-
5) FIXED LENGTH = 9.0m 800
-10800 LVL. DIAPHRAGM WALL = M 35 GUIDE WALL=M15
6) REINFORCEMENT = 05 NOs OF 12.7mm DIA HT STRANDS
e ng th 9m
Free L 7) INCLINATION = 75° (WITH VERTICAL) 6. STEEL GRADE = Fe550D
8) LOCK OFF LOAD = 36 TONS 7. LAP LENGTH OF 50D FOR REINFORCEMENT TO BE PROVIDED.
8. CLEAR COVER:-

500
LEVEL-1 A1 ANCHOR ANCHOR DETAILS (AT-13.3m.) T16 - 12 NOS. DIAPHRAGM WALL = 75mm
9M FREE AND 9M FIXED LENGTH Stirrups T12 - 2Legged @ 150mm C/C
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR 1) CAPACITY = 45 TONS 9. ANCHORS TO BE DONE WITH MULTI-STAGE PRESSURE GROUTING.
5NOS. HT STRAND, 12.7MM DIA
A A (From -9.0m to 14.0m) 2) SPACING = 1.65m 10. ANCHOR SHALL BE TESTED AFTER MIN. 12 DAYS OF GROUTING.
0m 3) DIAMETER = 150mm OR ACHIVE MIN 75% STRENGTH OF CUBE FOR M35 GRADE GROUT.
e ng th 9. -13300mm LVL. EXCAVATION SIDE 4) FREE LENGTH = 8.0m T10 - 4 Legged @ 150mm C/C
L
Fixed EARTH SIDE 5) FIXED LENGTH = 9.0m
11. EVERY ANCHOR TO BE TESTED TO 1.1 TIMES OF DESIGN LOAD
AND LOCKED AT LOCK-OFF LOAD
n gt h 8m 6) REINFORCEMENT = 05 NOs OF 12.7mm DIA HT STRANDS 12. ALL ANCHOR RESULTS TO BE SENT TO US FOR OUR APPROVAL.
Fre e Le 7) INCLINATION = 75° (WITH VERTICAL) 13. SLAB CONNECTIONS TO DIAPHRAGM WALL TO BE OBTAINED FROM
8) LOCK OFF LOAD = 40.5 TONS PROJECT STRUCTURAL CONSULTANT.

Main Steel
LEVEL-1 A1 ANCHOR
8M FREE AND 9M FIXED LENGTH ANCHOR DETAILS (AT-16.55m.)
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR
5NOS. HT STRAND, 12.7MM DIA (BASEMENT 3 Slab) 1) CAPACITY = 50 TONS
-15550 LVL. 2) SPACING = 1.65m
gt h 9 .0m 3) DIAMETER = 150mm D- Wall
Le n 4) FREE LENGTH = 7.0m
F ixed -16550mm LVL.
5) FIXED LENGTH = 11.0m
.0m 6) REINFORCEMENT = 05 NOs OF 12.7mm DIA HT STRANDS CAPPING BEAM DETAIL
g th 7
en 7) INCLINATION = 75° (WITH VERTICAL)
Free L
Extra Steel
T25 @ 200mm C/C(Extra) 8) LOCK OFF LOAD = 45 TONS
LEVEL-2 A2 ANCHOR
Extra Steel (From -11.0m to -23.0m)
SECONDARY PANEL PRIMARY PANEL
NOTES FOR ANCHOR BLOCK DETAILS:-
7M FREE AND 11M FIXED LENGTH T25 @ 200mm C/C(Extra) 1) THRUST PLATE, FACE PLATE MUST BE INSTALLED AFTER DRILLING
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR (From -14.0m to -23.0m) ANCHOR DETAILS (AT-19m.) T10 bar T10 bar
5NOS. HT STRAND, 12.7MM DIA AND GROUTING OF ANCHORS.
1) CAPACITY =50 TONS
B B 2) MINIMUM WELD OF 6mm THK. FILLET WELD TO BE
2) SPACING = 1.65m PROVIDED,WHEREVER NOT MENTIONED.
1 1 .0m -19000mm LVL. 3) DIAMETER = 150mm 3) WIDTH OF STIFFNER AND BRACKET PLATE MAY VARY AS PER SITE

800
t h
Leng 4) FREE LENGTH = 7.0m
Fixed

800
800
CONDITION.
ng t h 7.0m 5) FIXED LENGTH = 11.0m
e
Free L 6) REINFORCEMENT = 05 NOs OF 12.7mm DIA HT STRANDS
7) INCLINATION = 75° (WITH VERTICAL)
LEVEL-3 A3 ANCHOR
7M FREE AND 11M FIXED LENGTH
(Basement-4 Slab) 8) LOCK OFF LOAD = 45 TONS T10 @ 200mm c/c T10 @ 200mm c/c 220
GROUTING MIX = CEMENT : CEEBEX- 100: WATER ::50KG: 225GM: 20LTR -20300 LVL.
25
5NOS. HT STRAND, 12.7MM DIA
Stirrups T12 - 4Legged @ 150mm C/C DETAIL OF STOP END
(From -14.0m to -23.0m) 150 370 550

gt h 1 1.0m (PCC Bottom lvl) 225

Len

150

175
Fixed -21750 LVL.

30 30
400

100
95

175
150
550 DETAIL OF P.V.C WATER STOPPER
DETAIL 'A' CONFRIMING TO IS 15058-2002
Embeded
5250mm Depth WATER STOPPER DETAILS
C C
Stirrups T12 - 2Legged @ 150mm C/C
(From -23.0m to 27.0m) ANCHOR BLOCK DETAILS
50 300
10 @ 450mm C/C
Close Ties BEARING PLATE
(300 X 400 X 25MM THK.)
ANCHOR HEAD
50 MM THICK 100 MM DIA

400
-27000mm LVL.

590
PROJECT:-

71
DIAPHRAGM WALL SECTION FOR RESIDENTIAL BUILDING SIDE STIFFENER PLATE
(2Nos. 16mm THK.) 75mm Ø Hole
(PANEL LENGTH =5m) BEARING PLATE RESIDENTIAL COLONY
END PLATE
450 (450 X 650 X16MM THK.) 175 (300 X 400 X 25 MM THK.) SECTOR - 113 , DISTRICT GURUGRAM , HARYANA
Close Ties Alternately Placed (Uniform) EARTH SIDE 300
1.000m T12 @ 150mm c/c Main Steel T20 @ 200mm c/c
Alternate
Fillet Weld
(6mm Thk.)
SIDE VIEW STIFFENER PLATE
Close Ties T12@150mm C/C SCALE 1:100 (2 Nos.) (16mm THK.)
75
0.15m

Vertical Main Bars 200 200 200

T20 @ 200mm c/c Lugs
800

T16 Ø-2Nos

650
A A 600 850 600 CLIENT:- NOURISH DEVELOPERS PVT. LTD.
650

T12@ 150mm c/c

(Uniform)
(Extra)

150
Main Steel T20 @ 200mm c/c Dist. Steel
Main Steel T25 @ 200mm c/c MS SLEEVE 3MM THICK TITLE:- DIAPHRAGM WALL SECTION FOR RESIDENTIAL BUILDING SIDE

(SECTION A-A) EXCAVATION SIDE End Plate DWG NO.:- WAG/SW/01 DATE :- 25/08/2023
75

Horizontal Dist. Bars EXCAVATED SOIL FACE EXCAVATED SOIL FACE

T12 @ 150mm c/c 200mm Ø Hole REV. NO. DATE DESCRIPTION
EARTH SIDE 16mm Thick. END PLATE T10 @ 200mm C/C T10 @ 200mm C/C
Main Steel T20 @ 200mm c/c Main Steel T25 @ 200mm c/c Dist. Steel R0 25/08/2023
(Uniform) 1000 (Extra) T12@ 150mm c/c SECTION A-A (450 x 650 x16MM THK.)
GUIDE WALL GUIDE WALL

1200
EARTH SIDE T8 @ 200mm C/C T8 @ 200mm C/C
800

Main Steel T20 @ 200mm c/c Main Steel T25 @ 200mm c/c Dist. Steel
200 200 200 (Uniform) (Extra)
1000 T12@ 150mm c/c GUIDE WALL
ELEVATION FOR DIAPHRAGM WALL (CONCRETE GRADE M15)
200
800

Stirrups T12- 4Legged @ 150mm c/c

Main Steel T20 @ 200mm c/c Main Steel T25 @ 200mm c/c
(Uniform) (Extra)
EXCAVATION SIDE
(SECTION B-B) Stirrups T12- 4Legged @ 150mm c/c DRAWN BY DESIGN BY CHECKED BY
Main Steel T20 @ 200mm c/c Main Steel T25 @ 200mm c/c
(Uniform) (Extra)
RAS PAG PAG
EXCAVATION SIDE
SECONDARY/CLOSING PANEL
EARTH SIDE DIAPHRAGM WALL CONTRACTOR
Main Steel T20 @ 200mm c/c Dist. Steel
800mm THICK
(Uniform) 1000 1000 T12@ 150mm c/c
EARTH SIDE
Main Steel T20 @ 200mm c/c Main Steel T25 @ 200mm c/c Dist. Steel WAGAD BUILDCON
(Uniform) 1000 (Extra) T12@ 150mm c/c
800

200

200
800

Close Ties T12@150mm C/C

Main Steel T20 @ 200mm c/c Alternate
(Uniform)

(SECTION C-C)
EXCAVATION SIDE Stirrups T12- 4Legged @ 150mm c/c
Main Steel T20 @ 200mm c/c Main Steel T25 @ 200mm c/c
(Extra)
TYPICAL GUIDE WALL DETAIL
(Uniform)
EXCAVATION SIDE
PRIMARY PANEL