Notes

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS IN METRES.

A-A A-B A-C A-D A-E A-F A-G A-H
WALL SCHEDULE
3628 3487 976 3330 3785 976 7227 2. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELEVANT
REF. TYPE & SIZE ARCHITECT'S AND ENGINEER'S DRAWINGS AND SPECIFICATIONS.

2 U02 200 R.C. UPSTAND

3. THIS DRAWING HAS BEEN PRODUCED ELECTRONICALLY AND MAY
ZZ-2101 1 U03 250 R.C. UPSTAND HAVE BEEN PHOTO REDUCED OR ENLARGED WHEN COPIED. HENCE,
ZZ-2101 U04 300 R.C. UPSTAND DO NOT RELY ON ANY SCALES QUOTED. WORK ONLY TO FIGURED
195 195 W01 250 R.C. DIMENSIONS (DO NOT SCALE). ALL DIMENSIONS TO BE CHECKED
TOC 113.635 TOC 113.635 TOC 113.635 ON SITE. ANY ERRORS OR OMISSIONS TO BE REPORTED TO THE
W03 300 R.C.
ENGINEER IMMEDIATELY.
PC1 PC1 W04 350 R.C.
A-1 W05 225 R.C. 4. CONCRETE GRADES:
C04 C04 C04 - SLABS: C32/40

193

193
193
TOC 113.495 195 - PADS/RAFTS/PILECAPS: C32/40
2025

PC1 TOC 113.495

COLUMN SCHEDULE

GB01
- STRIP FOOTINGS: C16/20

300
GB01
C05 C04 C04 - COLUMNS: C40/50
A-2 REF. TYPE & SIZE - WALLS: C40/50
450 3275 195

193

193
193
PC1 C01 300x600 R.C.

GB03
2025

5. ALL PILES IN SINGLE OR DOUBLE CONFIGURATION AND NOT TIED

C04 PC2 TOC 112.850 BY GROUND BEAMS ARE TO BE DESIGNED FOR A MOMENT AT THE
252 C02 400x400 R.C.

GB06
GB05 C04 C04

65

554
C04 C04 550x550 R.C. HEAD EQUAL TO THE VERTICAL LOAD MULTIPLIED BY THE MAXIMUM
A-3 C05 550x675 R.C.
PILE ECCENTICITY THAT SHALL INCLUDE ECCENTRICITY DUE TO OUT

193
OF POSITION TOLERANCE AND RAKING.

193
1322

193
C04 C06 400 DIA. R.C.
PC2 C04
TOC 113.495
PC1
6. ALL PILES ARE TO BE DESIGNED FOR A MINIMUM HORIZONTAL
FD 101
PC2

3279
LOAD OF 1% OF THE VERTICAL LOAD AT CUT OFF LEVELS U.N.O.
TOC 113.495
3 195 PC2
ZZ-2201
BEAM SCHEDULE 7. REFER TO WALSH GROUP'S PILING DRAWINGS AND SPECIFICATION
ZZ-2101 FOR DESIGN LOADS & SETTING OUT COORDINATES.
1559 538 86 575 1676
C04 REF. SIZE & TYPE
B01 250x525 R.C.
7764

195 188 C04 8. PILING CONTRACTOR TO PROPOSE FACTOR OF SAFETY AND

B02 350x700 R.C. ASSOCIATED TESTING REGIME PRIOR TO DETAILED DESIGN AND
400
B03 500x900 R.C. AGREE THEIR PROPOSALS WITH BUILDING CONTROL.
W01 W01

2277
PC2 B04 550x900 R.C.
9. THE PILE LOADS PROVIDED IN THE PILE SCHEDULE ARE
C04 C04 PC2 B05 1000x900 R.C.

3759
CHARACTERISTIC. PILES TO BE DESIGNED IN ACCORDANCE WITH
B06 250x900 R.C. BS-EN-1997 BY THE PILING CONTRACTOR.

2759
W05 W05
3725 195
1876

1876
B07 385x900 R.C.

1621
B08 1600x900 R.C. 10. ALL PILES TO BE INTEGRITY TESTED.
W04 W04
A-4 PC2 PC2 B09 550x1355 R.C.
11. PILES TO USE CONCRETE GRADE AS SPECIFIED BY PILING
195 GB01 750x750 R.C. GROUND BEAM CONTRACTOR.

1428
195

1700
1890

TOWER CRANE GB03 1000x1000 R.C. GROUND BEAM

SEE DRG. No. TOP 300mm OF R.C. C04
BASE AND WALLS TO BE LIFT PIT C04 GB05 900x1000 R.C. GROUND BEAM 12. PILE TOE TO BE FOUNDED MIN. 5dia INTO TOP OF BEARING
CMH-WAL-XX-XX-DR-C-6910 C04 STRATA.
CAST IN WATERPROOF

560
SSL 112.450 450x450x450 GB06 900x725 R.C. GROUND BEAM
CONCRETE WITHIN THE DP. SUMPS GB07 475x700 R.C. GROUND BEAM 13. TEMPORARY SHEET PILING AND ALL ASSOCATED TEMPORARY
PC1 LIFT PITS
385

W01

W01

W04
PC2
TOC 113.495 TOP OF CONCRETE OF WORKS INCLUDING ANY PROPPING REQUIREMENT ALL TO

W04
SUBCONTRACTORS DESIGN AND DETAILS.
7107

PILECAPS TO BE AT

GB05

2931
195 LIFT PIT
113.770 U.N.O.
C04 C04
SSL 112.450
FOUNDATION SCHEDULE
C04
W01
REF. SIZE & TYPE

450
4
PC1
2260

2260

ZZ-2101 LIFT PIT 3725 PC1 900x900x1000 R.C.

PC2 2700x900x1000 R.C.
PC2 SSL 112.450 195
TOC 113.495
A-5 A
W04 W04
1800 R.C. SLAB

1796

1904
2200 R.C. SLAB
SSL 113.770 SSL 113.770 C04
C
W01 C04 B
195 385
4681

2111

1559 E
W01

C04 PC2 D

W01
PC2 PILECAP DROPS FOR DRAINAGE
386

C04 F
W03

3725 195

973
921

C04 ARE BASED ON THE STAGE 3

A-6 INFORMATION. MEP CONSULTANTS
W01

1304
PC2 TO ADVISE IF FURTHER PILECAP
3920 KEY PLAN
PC2 DROPS ARE REQUIRED
3083

437
1300 TOC 113.495
C05
808 376
192

C04
192
192

C04 C04
C04
A-I
C02 28.02.24 BTR COLUMNS ON G.L. A-1 CLARIFIED. GB07

66

66
38 6
PC1 PC1 PC1 AMENDED
PC1
2025

100 C04 C04 ZZ-2101

C01 09.02.24 BTR ISSUED FOR CONSTRUCTION.
192

195 385
192
192

C04 195 CORE FOUNDATION AMENDED

A-7 PC2
P04 29.01.24 BTR PILES AMENDED TO SUIT AS BUILT
PC1 PC1 TOC 112.850 P03 08.01.24 BTR GENERAL AMENDMENTS
2025

195 TOC 113.000

667 C04 C04 C04 P02 05.10.23 BTR GENERAL AMENDMENTS

192
192
PC2
192

88 P01 24.08.23 BTR FIRST ISSUE

A-8 Rev. Date By Details Of Revision
631
743

C04
84

C04
PC1 PC1 PC1 Client

PC1 PC1 195 3113 195 GOODSTONE LIVING

4230

457 7242 1900 TOC 113.000

1139
Project

TOC 113.000 TOC 113.000

SEE DRG. No. CMH-WAL-ZB-XX-DR-S-1050

CAMP HILL
1000x750 R.C. FOOTING

C04
24.0°

326
194

C04
728

C04 C04
A-9 PC1
PC2
9

PC1 Title

PC1 PC1 218

PC1 PC1 939 BLOCK A
2718

FOUNDATION PLAN
BLOCK B

3700 712 1900 TOC 113.000 TOC 113.600

400 2188 LEGEND
4640

GB07

9
- MODULE COLUMN LOCATIONS
ZZ-2101 BY TELLETT. MODEL REFERENCE:
2888 712
PC1 TOC 113.000 714 CMH-TEC-ZA-ZZ-M3-S-0006
2332
151

C04 C04 1000x750 R.C. FOOTING - STRUCTURES SHOWN THUS TO

A-10 BE CAST IN WATERPROOF
Structural and Civil Engineers

CONCRETE
82

1630

C:\Users\b.reeves\Documents\CMH-WAL-ZA-ZZ-M3-S-0001_b.reeves.rvt
1569

PC1 PC1
.0

The Clove Building

10510 C04
°

4 Maguire Street
2711

24.0°

London SE1 2NQ

3593

t: +44(0)20 7089 6800

C04 2873 421 - DENOTES DPM LAYER
e: london@walsh.co.uk
5047

PC2
PC1 C04 1900
WAL SH walsh.co.uk
4330

Status
PC1 C.D.M.
C04
C04 SIGNIFICANT RISKS AND HAZARDS: CONSTRUCTION
PC1 - EXISTING SERVICES AROUND THE SITE.
Drawn A1 Scales
- POTENTIAL GROUND CONTAMINATION. BTR 1 : 100
- PILING CLOSE TO BOUNDARY WALL.
PC2 Date
MAY 23
Eng.
JS
Chk.
COR
App'd.
IW
3300

TOWER CRANE 1900 407 BLOCK C KEY DESIGN DECISIONS TO REDUCE OR ELIMINATE HAZARDS: WA Ref.
5838
Suitblty.
-
SEE DRG. No.
SEE DRG. No. CMH-WAL-ZC-XX-DR-S-1000
CMH-WAL-XX- - STATUTORY SERVICES LOCATIONS AND EXISTING SURVEYS TO BE ACTUAL DIMENSION = 80mm
XX-DR-C-6910 REVIEWED BY THE CONTRACTOR TO SATISFY THEMSELVES TO THE
C04 LOCATIONS AND EXTENTS BEFORE WORK COMMENCES.
- CONTAMINATION MITIGATION MEASURES OUTLINED IN THE G.E.I.R. Drawing No. Rev.

PC1 - TEMPORARY WORKS DESIGNER TO REVIEW WHETHER TEMPORARY

1900
WORKS ARE REQUIRED FOR PILING.
CMH-WAL-ZA-FD-DR-S-1000 C02