The Phoenix Project Horsforth Leedshowardcivileng.co.uk/documents/content/files/Example of...LOW...
Transcript of The Phoenix Project Horsforth Leedshowardcivileng.co.uk/documents/content/files/Example of...LOW...
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The Phoenix Project
Horsforth
Leeds
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1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL RELEVANTARCHITECTS AND ENGINEERS DRAWINGS AND SPECIFICATIONS.
2. DO NOT SCALE THIS DRAWING. ALL DETAILS AND DIMENSIONS ARE TO BECHECKED BY THE CONTRACTOR/FABRICATOR PRIOR TO COMMENCEMENTOF CONSTRUCTION/FABRICATION. ANY DISCREPANCIES ARE TO BEREPORTED TO THE ENGINEER.
3. ANY AMBIGUITIES, OMISSIONS AND ERRORS ON DRAWINGS, SHALL BEBROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY.
4. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.
5. ANY EXISTING DIMENSIONS NOTED ON THIS DRAWING ARE TO BECHECKED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORKS.
6. ALL STRUCTURAL CONCRETE TO BE C40 DC-2 (FND2) WITH A MINIMUMCOMPRESSIVE STRENGTH OF 40N/mm² AT 28 DAYS. MINIMUM CEMENTCONTENT IS TO BE 340kg/m³ AND MAXIMUM FREE WATER CEMENT RATIO ISTO BE 0.50. MAXIMUM AGGREGATE SIZE IS TO BE 20mm NOMINAL.
7. ALL CEMENT TO BE ORDINARY PORTLAND CEMENT.
8. ALL BLINDING AND MASS FILL TO BE FND 2Z.
9. REINFORCEMENT DENOTED H TO BE HIGH YIELD GRADE 500 TO BS4449.ALL MESH TO BE HIGH YIELD STEEL TO BS4483.
10. MINIMUM COVER TO REINFORCEMENT IS TO BE 50mm IN FOUNDATIONS.FOUNDATIONS CAST DIRECTLY AGAINST GROUND TO HAVE A MINIMUM OF75mm COVER TO REINFORCEMENT.
11. LAP LENGTHS TO MESH REINFORCEMENT TO BE 400mm.
12. ALL WORKS ARE TO BE CARRIED OUT IN STRICT ACCORDANCE WITHENGINEER'S SPECIFICATION FOR REINFORCED CONCRETE.
13. CONTRACTOR TO MAKE ALLOWANCE FOR REMOVAL OF ANY GROUNDWATER ENCOUNTERED DURING EXCAVATION WORK.
A2
C
B
D
E
1 146 93 12
5 10
C2
5a 9a
C3
5b
7b7a
2a 12b
2b 12a7c
J
F
2 4 7 8 11 13
C1
9600 9600 9600 9600 9600
5660
5327
7385
8255
1053
048
20
2240
4095
690
1230
450mm THK R.C. RETAINING WALL.TOP OF WALL. +94.550.
1000x1000mm THICKENINGIN R.C. RETAINING WALL ATCOLUMN LOCATIONS.
450
450
350
350
350
350
350
350
2.0m DEEP MONOLITHIC BASE.
450mm DEEPRETAINING WALL BASE.
450mm DEEP RETAINING WALL BASE.
450mm DEEPRETAINING WALL BASE.
2950 2950
1500
1500
2850
1500
2850
28502850
FS5
S002
FS3
S002
FS2
S002
FS1
S002
D1
1500
500
350
974
974
350
500
2850
340
110
1000
1000
3501000
280 70
2950
1000450
1500
220 230
1000
350
15001500
350
1000
1500 2915
2915 1500
1500
1500
1000
1500 1000
1000350
1500
1000x1000mm THICKENINGIN R.C. RETAINING WALLAT COLUMN LOCATIONS.
FS4
S002
7d
550
450mm DEEPRETAINING WALL BASE.
450mm DEEPRETAINING WALL BASE.
T.O.F. +91.400 UNOALL BASES T.O.F. +91.850 U.N.O.
450mm DEEPRETAINING WALL BASE.
450mm DEEPRETAINING WALL BASE.
LBS1
S002
G1
CONSTRUCTION JOINTIN RETAINING WALLBASE AND STEM.
CONSTRUCTION JOINTIN RETAINING WALLBASE AND STEM.
CONSTRUCTION JOINT INRETAINING WALL BASE AND STEM.
CONSTRUCTION JOINT INRETAINING WALL BASE AND STEM.
150mmØ DRAIN TO FULL PERIMETER OFRETAINING WALLS.REFER TO DRAINAGE DRAWING 75350-D-004.
150mmØ DRAIN TO FULL PERIMETER OFRETAINING WALLS.REFER TO DRAINAGE DRAWING 75350-D-004.
BASEMENT WALLS ARE TO BEBACKFILLED TO UPPER BASEMENTLEVEL (94600) ONLY. PRECAST UNITSARE THEN TO BE INSTALLED AND FULLYGROUTED PRIOR TO BACFILLING TOPROPOSED FINAL GROUND LEVEL.
A1
A
16
A3
150
G
H
1500
450 1500
3450
110
340
450
340 110450
110 340
10020 9510 12150 9510 10020 8190
1145
048
00
MASS CONCRETEFILL IN GAP BETWEENR.C. BASES.
MASS CONCRETE FILL INGAP BETWEEN R.C. BASES.
F1 F1 F1 F1 F1
K1 K1 K1 K1
H1A2
H1A2
M1
N1
M1
N1
FOUNDATION OFFSET30mm 'WEST'.
FOUNDATION OFFSET20mm 'WEST'.
8027
0
215 135
135
215
335 15
135
215
135 215
8027
0
350
5025
7750
2850
FOUNDATION OFFSET90mm 'SOUTH'.
157011
034
0
18401500
8950
E1
B1
450
1000 750 1435 600 1500
500
500
500
500
500
500
500 500 500500 500 500 500 500 500 500 500 500
500
500
500
500
500
500
500
500
500
500
500
500
4800
3400
3011
TOF 94400TOF 94400TOF 94400TOF 94400
TOF 96750
TOF 97000
TOF 97000
TOF 94200
TOF 94050
TOF 94050
TOF 94050
TOF 96750
TOF 97000
TOF 97000
TOF 94650
TOF 94000
TOF 94050
TOF 95100
TOF 95100
TOF 94350
TOF 94050
TOF 94050TOF 93750TOF 93750TOF 93750TOF 93750
TOF 93450
TOF 93450
TOF 94000
TOF 94400
1985 3605
4430 6833 675 1316 687 4448 3255 2600 550 1298 1783 895 6833
350
1161
1500
1511
4430
350
11611511
1500
3605 1985
TOF 94450 TOF 94450TOF 94450
TOF 94450 TOF 94450 TOF 94450
2045
FS6
S002
TOF 93750
FS7
S002
1500 1500
1500 1500
7x
L1
1840
L1
1780 1720
1750
1750 1750
1840
1750
1500
1500
600
1700
2000
2000
600
1500
1500
1700
450mm DEEPRETAINING WALL BASE.
450mm DEEPRETAINING WALL BASE.
450mm DEEPRETAINING WALL BASE.
F1
K1 K1 K1 K1
A1
A1
A1
C1 C1
G1 G1 G1 G1 G1G1
1500
J2
D1
2001
2324
500
FOUNDATIONS SOUTH OF GRIDLINE A2 TO BEFOUNDED ON NATURAL GROUND DESCRIBEDAS WEATHERED BEDROCK WITH A MINIMUMALLOWABLE BEARING CAPACITY OF 250kN/m².
FOUNDATIONS ON AND NORTH OF GRIDLINE A2 TOBE FOUNDED ON NATURAL GROUND DESCRIBEDAS COMPETENT BEDROCK WITH A MINIMUMALLOWABLE BEARING CAPACITY OF 500kN/m².
295 500
550
425
550
500
500
500550
500
500
500
500
500
500
500
500
500
500
650 650
650
500
650
500
350
390
2x1000x300mm THICKENINGSIN R.C. RETAINING WALL ATBEAM LOCATIONS.
FOUNDATIONS IN ABEYANCE
FRSH AIR INTAKE DUCT.REFER TO DRAWING S007.
FRSH AIR INTAKE DUCT.REFER TO DRAWING S007.
TOF 94450TOF 94450
STEPPED 450mm DEEPRETAINING WALL BASE.
STEPPED 450mm DEEPRETAINING WALL BASE.
525
39303930
750
1327
750
6075 6075
125
125
250
125
125
250
250mm THK SHEAR WALL CENTREDON GRID BETWEEN PIERS.TOP OF WALL LEVEL 93.750.
2001
2324
526
526
2001
2324
2001
2324
2001
2324
2001
2324
250mm THK SHEAR WALL CENTREDON GRID BETWEEN PIERS.TOP OF WALL LEVEL 93.750.
1000
1260
1000
724
T.O.F. +91.400 UNOALL BASES T.O.F. +91.850 U.N.O.
TOF 94450
TOF 93650
TOF 93200
TOF 92750
TOF 92300
TOF 91850
TOF 94450
TOF 93650
TOF 92300
TOF 91850
TOF 92750
TOF 93200
1625
North
GL.13 TO 141605
GL.1 TO 21605
125
125
125
IMPORTANT CDM / H&S NOTE
THE DESIGNERS WOULD DRAW THE READERS ATTENTION TO THE KEYRESIDUAL HEALTH AND SAFETY RISKS THAT HAVE NOT BEEN ELIMINATEDFROM THE DESIGNS SHOWN ON THIS DRAWING BY THE DESIGN PROCESS.THESE KEY RESIDUAL RISKS ARE IDENTIFIED BELOW:
● EXCAVATIONS (INCLUDING DE-WATERING) AND TEMPORARY STABILITY & FORMWORK ASSOCIATED WITH THE PREPARATION & CONSTRUCTION OF REINFORCED CONCRETE RETAINING WALLS AND DEEP REINFORCED CONCRETE PAD FOUNDATIONS.
ANY CONSTRUCTION PERSONNEL INCLUDING OPERATIVES INTENDING TOCONSTRUCT THE DESIGNS SHOWN ON THIS DRAWING SHOULD ENSURETHAT THEY HAVE BEEN REGULARLY AND THOROUGHLY BRIEFED BY THEPRINCIPAL CONTRACTOR ON ALL HEALTH AND SAFETY MATTERS ANDHAVE HAD SIGHT OF:
(1) THE FULL DESIGNERS AND CONTRACTORS RISK ASSESSMENTSAND RISK REGISTERS.(2) THE DEVELOPED CONSTRUCTION HEALTH AND SAFETY PLAN.(3) THE CONTRACTORS CONSTRUCTION METHOD STATEMENTS.
NOTES:This drawing is the copyright of Curtins Consulting Ltd
version R0
C
A0
Status:
Project:
Drg Title:
Scale: Drawn: Checked:First Issue:
Drg No: Rev:
Size:
−
Rev: Description: Date: By: Chkd:
curtinsCurtins Consulting LtdWoodside Mews, Clayton Wood Close, Leeds, LS16 6QEt: 0113 274 8509e: [email protected]
Birmingham • Bristol • Cardiff • Douglas • Edinburgh • Kendal • Leeds • Liverpool • London • Manchester • NottinghamStructures • Civils • Environmental • Infrastructure • Transport Planning • Sustainability • Expert Advisory Services
www.curtins.com
As indicated
CONSTRUCTIONHEADQUARTER OFFICE BUILDING
LOW LANE, HORSFORTH
FOUNDATION PLAN
SEPT’ 13 KE AJR
75350 S001 A
Scale:1 : 125FOUNDATION PLAN
01 PRELIMINARY ISSUE 05.04.13 KE AJR
02 RETAINING WALL PIER T.O.C. LEVELS CLARIFIED.REBAR ALLOWANCE NOTE CLARIFIED.CONSTRUCTION JOINTS ADDED. RETAININGWALL DRAIN INDICATED.
12.04.13 KE AJR
A ISSUED FOR CONSTRUCTION. 04.10.13 KE IC
RC PAD FOUNDATION SCHEDULEPAD REF PAD LENGTH PAD WIDTH PAD DEPTH No. Of
49A1 2000 mm 2000 mm 450 mm 3A2 2000 mm 2000 mm 1000 mm 2B1 3000 mm 3000 mm 1000 mm 1C1 3250 mm 3250 mm 1000 mm 2D1 3500 mm 3500 mm 1000 mm 1E1 3680 mm 3680 mm 1000 mm 1F1 3750 mm 3750 mm 1000 mm 5G1 4325 mm 4000 mm 1100 mm 6H1 4250 mm 4250 mm 1250 mm 2J2 3800 mm 3000 mm 1250 mm 1K1 5250 mm 5250 mm 1500 mm 8L1 8410 mm 3500 mm 1100 mm 2M1 9820 mm 3000 mm 1000 mm 2N1 10385 mm 3400 mm 1000 mm 2
REFER TO ARCHITECTS DRAWINGSFOR WATERPROOFING DETAILS.
ALL FOUNDATIONS ARE TO BE TAKEN INTO A SUITABLE FORMATION INNATURAL GROUND WITH AN ALLOWABLE BEARING PRESSURE ASDESCRIBED BELOW.
FOUNDATIONS ON AND NORTH OF GRIDLINE A2 TO BE FOUNDED ONNATURAL GROUND DESCRIBED AS COMPETENT BEDROCK WITH AMINIMUM ALLOWABLE BEARING CAPACITY OF 500kN/m².
FOUNDATIONS SOUTH OF GRIDLINE A2 TO BE FOUNDED ON NATURALGROUND DESCRIBED AS WEATHERED BEDROCK WITH A MINIMUMALLOWABLE BEARING CAPACITY OF 250kN/m².
WHERE A SUITABLE FORMATION IS NOT ENCOUNTERED AT THEUNDERSIDE OF THE BASE LEVEL THE FOUNDATION SHOULD BE TAKENDOWN IN MASS CONCRETE TO A SUITABLE FORMATION LEVEL.
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1 146 93 12
EXTERNAL
GROUNDEXTERNAL
GROUND
FFL 98.500FFL 98.500FFL 98.500
SSL 92.050
400
625
045
0
10020 9510 12150 9510 10020
CAVITY FILL IN CAVITY UPTO
EXTERNAL GROUND LEVEL. EGL 98.500
CAVITY FILL IN CAVITY UPTO
EXTERNAL GROUND LEVEL.
TOC 94.400TOC 94.400TOC 94.400
TOC 94.400
TOF 91.850
1A
S018
1B
S018EGL 98.425
EGL 98.350EGL 98.350
EGL 98.350 EGL 98.350
1000
TOW 95.100 TOW 95.100TOW 95.100
TOC 94.400
TOC 96.750
CORBELS BEHIND
150
0
150
0
100
0 150
0
150
0
450
RETAINING WALL STEM AND
BASE IN FOREGROUND.
540 460
500 500 500 500 500500 500 500645
355
175
250mm GROUND BEARING
SLAB IN FOREGROUND.
RAMP RAMP
TOC 96.750
CONSTRUCTION JOINT IN
RETAINING WALL BASE AND STEM.
3400
6075 6075
500 500
110
0
110
0
SSL 92.050
A2
C
B
D
E
1 146 93 12
2a 12b
2b 12a
J
F
2 4 7 8 11 13
WALL ON GL.A2
WA
LL
ON
GL.
1
WA
LL
ON
GL.
1
WA
LL
ON
GL.
14
WA
LL
ON
GL.
14
WALL ON GL.G
WALL ON GL.G
WALL ON GL.FxWALL ON GL.E
WALL ON GL.Ex
WALL ON GL.2b
WALL ON GL.2a
WALL ON GL.D
WALL ON GL.12a
WALL ON GL.12b
WALL ON GL.Dx
A1
A
WALL ON GL.A
WA
LL
ON
GL.
16
16
A3
WALL ON GL.A3
WA
LL
AD
J G
L.14
150
G
HW
AL
L O
N G
L.1
WALL ON GL.F
7x
F1
1 146 93 12
1X
S007
16
2X
S007
2
S018
6807 500 2713 4373 2000 3137 9545 2000 605 8097 500 1423
10020 9510 12150 9510 10020 8190
TOW 97.700TOW 97.700
TOC 97.000 TOC 97.000
500
200
500
200
EGL 98.550 EGL 98.550 EGL 98.425 EGL 98.500
EGL 98.700
EGL 98.600FRESH AIR INTAKE
DUCT IN FOREGROUND.
115
0
TOF 94.450
500
115
0
500
115
0
3A
S018
325
045
0
325
0
450
FRESH AIR INTAKE
DUCT IN FOREGROUND.
340
400
400
DP9. DELTABEAM FIXED TO
RETAINING WALL STEM.
REFER TO DRAWING S028
DP10. DP11. DP12. DP13. DP14.
A2A1A A3
3
S018
4
S018
TOW 97.700
EGL 98.675EGL 98.150
EGL 98.800
4800 13020
4A
S018
450 340
1500 340
RETAINING WALL BETWEEN GRIDS A & A3
TO BE BACKFILLED ON BOTH SIDESSIMULTANEOUSLY DURING CONSTRUCTION
TO UPPER BASEMENT LEVEL.
EP1. RHS FIXED TO
RETAINING WALL STEM.REFER TO DRAWING S025.
SSL 97.800
EP1
700
450
700
450
1500 5050 5000 6500
450
450
TOF 93.750
TOF 93.050
TOF 94.450
1416
SSL 92.050
SSL 95.050
SSL 98.100
FFL 95.100
SSL 94.700
5
S018
TOW 97.700
EGL 98.350EGL 98.225EGL 98.150
450
6
S020
8190
450 1760 575
600 1435 750
220
150 175
500
TOF 93.050
TOF 92.450
TOF 91.850340110
1500 2515 1500
600
600
450
450
450
450
450
BA3
SSL 94.700
IN-SITU STEPS BEHIND.
EGL 98.350
TOW 99.000
7
S020
TOC 96.900
TOC 97.200
TOF 91.850
EGL 97.1792910 6040
900
900
265
0
4917 2700 1333
300
550
505
0
9
S020
8
S020
8950
120
2
153
0
300
TOW 98.700
150
FFL 97.800
2945 2945
INDICATES POCKET TO BE CONCRETE INFILLED
UP TO UNDERSIDE OF DELTABEAM ORHOLLOWCORE PLANK. DETAIL TO BE DEVELOPED.
PROPRIETARY JOINT
SEALANT 20mm WIDE TOARCHITECTS DETAIL.
DOWEL CAP, END FILLED WITH
COMPRESSIBLE MATERIAL.
WATERPROOFING TO
ARCHITECTS DETAILS.
PLAIN DOWEL BARS 20mm DIAMATER
600mm LONG @200mm CTRS (HALF OFEACH BAR TO BE DE-BONDED). DOWEL
BARS SAWN TO LENGTH, NOT CROPPED.
HYDROCELL XL COMPRESSIBLE
FILLER-BOARD 20mm THICK. 20
SECTION
450
TOF
20
100
PROPRIETARY JOINT
SEALANT 20mm WIDE TOARCHITECTS DETAIL.
DOWEL CAP, END FILLED WITH
COMPRESSIBLE MATERIAL.
WATERPROOFING TO
ARCHITECTS DETAILS.
PLAIN DOWEL BARS 20mm DIAMATER
600mm LONG @200mm CTRS (HALF OF
EACH BAR TO BE DE-BONDED). DOWEL
BARS SAWN TO LENGTH, NOT CROPPED.
HYDROCELL XL COMPRESSIBLE
FILLER-BOARD 20mm THICK.20
PLAN
450
20
100
IMPORTANT CDM / H&S NOTE
THE DESIGNERS WOULD DRAW THE READERS ATTENTION TO THE KEY
RESIDUAL HEALTH AND SAFETY RISKS THAT HAVE NOT BEEN ELIMINATED
FROM THE DESIGNS SHOWN ON THIS DRAWING BY THE DESIGN PROCESS.
THESE KEY RESIDUAL RISKS ARE IDENTIFIED BELOW:
● EXCAVATIONS (INCLUDING DE-WATERING) AND TEMPORARY
STABILITY & FORMWORK ASSOCIATED WITH THE PREPARATION &
CONSTRUCTION OF REINFORCED CONCRETE RETAINING WALLS
AND DEEP REINFORCED CONCRETE PAD FOUNDATIONS.
ANY CONSTRUCTION PERSONNEL INCLUDING OPERATIVES INTENDING TO
CONSTRUCT THE DESIGNS SHOWN ON THIS DRAWING SHOULD ENSURE
THAT THEY HAVE BEEN REGULARLY AND THOROUGHLY BRIEFED BY THE
PRINCIPAL CONTRACTOR ON ALL HEALTH AND SAFETY MATTERS AND
HAVE HAD SIGHT OF:
(1) THE FULL DESIGNERS AND CONTRACTORS RISK ASSESSMENTS
AND RISK REGISTERS.
(2) THE DEVELOPED CONSTRUCTION HEALTH AND SAFETY PLAN.
(3) THE CONTRACTORS CONSTRUCTION METHOD STATEMENTS.
A1
NOTES:This drawing is the copyright of Curtins Consulting Ltd
Status:
Project:
Drg Title:
Scale: Drawn: Checked:First Issue:
Drg No: Rev:
Size:
Rev: Description: Date: By: Chkd:
version R0
curtinsCurtins Consulting Ltd
Woodside Mews, Clayton Wood Close, Leeds, LS16 6QE
t: 0113 274 8509
Birmingham • Bristol • Cardiff • Douglas • Edinburgh • Kendal • Leeds • Liverpool • London • Manchester • Nottingham
C
Structures • Civils • Environmental • Infrastructure • Transport Planning • Sustainability • Expert Advisory Services
−
www.curtins.com
As indicated
CONSTRUCTION
HEADQUARTER OFFICE BUILDINGLOW LANE, HORSFORTH
RETAINING WALL ELEVATIONS −SHEET 1
SEPT’ 13 KE IC
75350 S015 B
Scale: 1 : 100
RETAINING WALL ON GL.A2
Scale:1 : 350
RETAINING WALL KEY PLAN
Scale: 1 : 100
RETAINING WALL ON GL.A
Scale: 1 : 100
RETAINING WALL ON GL.16
Scale: 1 : 100
RETAINING WALL ON GL A3Scale: 1 : 100
RETAINING WALL ADJ GL14
Scale: 1 : 20
RETAINING WALL BASE JOINT
Scale: 1 : 20
RETAINING WALL STEM JOINT
REFER TO ARCHITECTS DRAWINGSFOR WATERPROOFING DETAILS.
A ISSUED FOR CONSTRUCTION 04.10.13 KE IC
REFER TO DRAWING 75350-S001 FOR FOUNDATION NOTES.
B STEPPED RETAINING WALL BASE LEVELS ON
GL.16 & A3 UPDATED FOLLOWING ISG REQUEST.
08.11.13 KE IC
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24781113FS3
S002
FS2
S002
LBS1
S002
DP8. DELTABEAM FIXED TORETAINING WALL STEM.REFER TO DRAWING S027.
DP7. DELTABEAM FIXED TORETAINING WALL STEM.REFER TO DRAWING S027.
TOW 96.450 TOW 96.450
TOC 94.550SSL 95.050
TOW 96.450
450
9600 9600 9600 9600 9600
TOC 93.750
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
TOF 91.850 TOF 91.850TOF 91.850
15 03930 3930
450
1100
1100
11001100
1100
1100
500500 500500 500500 500500 500500 500500RAMP PROFILE BEHIND200mm GROUNDBEARING SLAB BEHIND
PIERS IN FOREGROUNDCONNECTED INTORETAINING WALL STEM.
PIERS IN FOREGROUNDCONNECTED INTORETAINING WALL STEM.
PIERS IN FOREGROUNDCONNECTED INTORETAINING WALL STEM.
TOF 91.850 TOF 91.850
CONSTRUCTION JOINT INRETAINING WALL BASE AND STEM.
4800 EP2. RHS FIXED TOCORBEL. REFERTO DRAWING S025.
EP2. RHS FIXED TOCORBEL. REFER TODRAWING S025.
EP2. RHS FIXED TOCORBEL. REFER TODRAWING S025.
TOC 93.750TOC 93.750TOC 93.750TOC 93.750TOC 94.050 EGL 94.125
EGL 94.375
1400
EP2 EP2 EP2
TOC 94.500TOC 94.500
A2C BDEJ F C1FS5S002
DP2. DELTABEAM FIXED TORETAINING WALL STEM.REFER TO DRAWING S026.
TOC 94.200TOC 93.750
TOW 96.450 TOW 96.450
450
4910 5327 7385 7025 1230 10530 4820
FFL 98.500 FFL 98.500
4600 EGL 94.650
450
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
TOW 97.600
5A
S019
DR45-380
D70-900
A1 A
TOF 91.850 TOF 91.850
1
S018
2A
S018
EGL 98.350EGL 98.700
11450 4800
GH
TOC 97.700
1340 500 1200 1100
500
250
500
250
TOC 94.500
TOC 93.750
1099 6001 650
1XS018
TOC 94.2001250 500500 3086
200 500
TOC 96.750TOC 97.000TOC 97.000
PIERS IN FOREGROUNDCONNECTED INTORETAINING WALL STEM.
RAMP SLAB TIED INTO TOPOF RETAINING WALL STEM.
500500 500500
CONSTRUCTION JOINTIN RETAINING WALLBASE AND STEM.
3011
450
450
450
450
450
450
450
450
1500
1100
1750 4820 1840
460 540
850 3500 3500 3500 2750 1950340
450
350
450450
450450
450TOC 92.300
TOC 92.750TOC 93.200
TOC 93.650
TOC 94.450
12
S019
11
S019
13
S019
730 1315 1585 2578 1548500 2790 6423 1318 1260 1585 1975
TOC 95.100
550
2700
TOC 95.490
TOC 95.490
2110
250021
10
10
S019
DOWEL BARS FIXED TOUNDERSIDE OF DELTABEAM. . .
F111
50
5025 7750 750
EGL 95.325
EGL 94.125 460
0
51495150
RETAINING WALL BETWEEN GRIDS A & A2TO BE BACKFILLED ON BOTH SIDESSIMULTANEOUSLY DURING CONSTRUCTIONTO UPPER BASEMENT LEVEL.
EP1. RHS FIXED TORETAINING WALL STEM.REFER TO DRAWING S025.
SSL 97.800
EP1
TOC 94.350
97960 TBC ARCH
TOC 93.450 TOC 93.450
SSL 93.700
SSL 94.450
1350
A2 CB D E JFC1
G1
DP5 & DP6. DELTABEAMS FIXEDTO RETAINING WALL STEM.REFER TO DRAWING S027.
3No. DELTABEAMS FIXEDTO RETAINING WALL STEM.REFER TO DRAWING S026.
TOC 96.300
TOC 95.700
TOW 97.495
TOC 94.500
TOC 94.350
TOW 96.450
450
4820 10530 8255 7385 5327 18435
4600
4900
FFL 98.500FFL 98.500
5750
500
400
EGL 95.780EGL 95.300
450
450
TOC 94.650
9A
S020
D70-900DR45-380
TOW 98.100
SSL 94.700
TOF 91.850 TOF 91.850 TOF 91.850
EGL 98.350
G H
EGL 96.975EGL 97.179
7
S020
TOC 96.750
1000
200
9
S020
8
S020
2500
900
900
TOC 97.000 TOC 97.000LBS2
S002
18252951095
1400 ø 14
00ø 1
400
730 270
F1
EGL 94.375
EGL 94.775TOC 94.050
DP1
DP3 DP4
92
SSL 92.050
7A
S020
250 950 250 1375 1275 250 950 250 950 250 950 250
250 950 250 1710 1540 250 950 250 950 250 950 250 950 250 950 250 950 250
450
DP5 DP6
TOC 94.500
TOC 94.400TOC 94.500
DOWEL BARS FIXED TOUNDERSIDE OF DELTABEAM.
.
INDICATES POCKET TO BE CONCRETE INFILLEDUP TO UNDERSIDE OF DELTABEAM ORHOLLOWCORE PLANK. DETAIL TO BE DEVELOPED.
PROPRIETARY JOINTSEALANT 20mm WIDE TOARCHITECTS DETAIL.
DOWEL CAP, END FILLED WITHCOMPRESSIBLE MATERIAL.
WATERPROOFING TOARCHITECTS DETAILS.
PLAIN DOWEL BARS 20mm DIAMATER600mm LONG @200mm CTRS (HALF OFEACH BAR TO BE DE-BONDED). DOWELBARS SAWN TO LENGTH, NOT CROPPED.
HYDROCELL XL COMPRESSIBLEFILLER-BOARD 20mm THICK. 20
SECTION
450
TOF
20
100
PROPRIETARY JOINTSEALANT 20mm WIDE TOARCHITECTS DETAIL.
DOWEL CAP, END FILLED WITHCOMPRESSIBLE MATERIAL.
WATERPROOFING TOARCHITECTS DETAILS.
PLAIN DOWEL BARS 20mm DIAMATER600mm LONG @200mm CTRS (HALF OFEACH BAR TO BE DE-BONDED). DOWELBARS SAWN TO LENGTH, NOT CROPPED.
HYDROCELL XL COMPRESSIBLEFILLER-BOARD 20mm THICK.
20
PLAN
450
20
100
DENOTES PROPRIETARY MASONRY SUPPORT SYSTEMWITH CHANNEL FIXED TO DELTABEAM OR CONCRETEWALL (DESIGN LOAD 15kN/m RUN Wkg) AND GRC HEADSUPPORTS AS SPECIALISTS DETAILS OVER OPENINGS.
IMPORTANT CDM / H&S NOTE
THE DESIGNERS WOULD DRAW THE READERS ATTENTION TO THE KEYRESIDUAL HEALTH AND SAFETY RISKS THAT HAVE NOT BEEN ELIMINATEDFROM THE DESIGNS SHOWN ON THIS DRAWING BY THE DESIGN PROCESS.THESE KEY RESIDUAL RISKS ARE IDENTIFIED BELOW:
● EXCAVATIONS (INCLUDING DE-WATERING) AND TEMPORARY STABILITY & FORMWORK ASSOCIATED WITH THE PREPARATION & CONSTRUCTION OF REINFORCED CONCRETE RETAINING WALLS AND DEEP REINFORCED CONCRETE PAD FOUNDATIONS.
ANY CONSTRUCTION PERSONNEL INCLUDING OPERATIVES INTENDING TOCONSTRUCT THE DESIGNS SHOWN ON THIS DRAWING SHOULD ENSURETHAT THEY HAVE BEEN REGULARLY AND THOROUGHLY BRIEFED BY THEPRINCIPAL CONTRACTOR ON ALL HEALTH AND SAFETY MATTERS ANDHAVE HAD SIGHT OF:
(1) THE FULL DESIGNERS AND CONTRACTORS RISK ASSESSMENTSAND RISK REGISTERS.(2) THE DEVELOPED CONSTRUCTION HEALTH AND SAFETY PLAN.(3) THE CONTRACTORS CONSTRUCTION METHOD STATEMENTS.
A1
NOTES:This drawing is the copyright of Curtins Consulting Ltd
Status:
Project:
Drg Title:
Scale: Drawn: Checked:First Issue:
Drg No: Rev:
Size:
Rev: Description: Date: By: Chkd:
version R0
curtinsCurtins Consulting LtdWoodside Mews, Clayton Wood Close, Leeds, LS16 6QEt: 0113 274 8509e: [email protected]
Birmingham • Bristol • Cardiff • Douglas • Edinburgh • Kendal • Leeds • Liverpool • London • Manchester • Nottingham
C
Structures • Civils • Environmental • Infrastructure • Transport Planning • Sustainability • Expert Advisory Services
−
www.curtins.com
As indicated
CONSTRUCTIONHEADQUARTER OFFICE BUILDING
LOW LANE, HORSFORTH
RETAINING WALL ELEVATIONS −SHEET 2
SEPT’ 13 KE IC
75350 S016 A
Scale: 1 : 100RETAINING WALL ON GL.J
Scale: 1 : 100RETAINING WALL ON GL.1
Scale: 1 : 100RETAINING WALL ON GL.14
Scale: 1 : 20RETAINING WALL BASE JOINT
Scale: 1 : 20RETAINING WALL STEM JOINT
REFER TO ARCHITECTS DRAWINGSFOR WATERPROOFING DETAILS.
REFER TO DRAWING 75350-S001 FOR FOUNDATION NOTES.
A ISSUED FOR CONSTRUCTION 04.10.13 KE IC
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-
12a1985
TOW 94.200
TOC 94.200
EGL 94.650
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
TOC 94.050
TOC 94.200DR45-380
DE D1
TOC 94.050
450
7385
TOC 94.050
IN-SITU STEPS
X
S017
SSL 95.000
TOF 91.850
TOW 94.790 2350 TOW 95.000
EP3
TOC 94.050200 200
TOP 94.900
EGL 94.350
EP3. SHS FIXED TORETAINING WALL STEM.REFER TO DRAWING S025.
250
7
S070 2a2b3605
TOC 94.050
TOW 94.050
TOF 91.850
TOC 94.050
TOC 94.790
EGL 94.350
Z
S017
EF
TOW 97.495
TOC 94.050
450
5327
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
TOC 95.910
TOC 94.050
TOF 91.850
3852 1475
TOS 95.000SSL 95.050
1
S019
TOC 95.050
500
250 950 250 950 250 950 250 950 250 1175EGL 94.350
1161
DOWEL BARS FIXED TOUNDERSIDE OF DELTABEAM. .
1585
1 3 52 4
SSL 95.050
1605 8415 1185 5648
0
EGL 94.000
2325
TOF 91.850
13905 2843105
245 105
45012
50
1500 4
50
1600
TOC 93.450
TOC 94.550
TOW 96.450
CORBEL
1400
14 12b1985
TOC 94.650TOW 94.650
TOC 94.000
EGL 95.780
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
EGL 95.100
450
D ED1
450
TOC 95.100
7385
IN-SITU STEPS TOC 95.000
X
S017
TOF 91.850SSL 92.050
2350
TOW 95.910
EP3200 200
TOP 94.900
TOW 95.000
EGL 95.450
EP3. SHS FIXED TORETAINING WALL STEM.REFER TO DRAWING S025.
12b 12a3605
TOC 95.100
TOW 95.100
TOF 91.850
SSL 95.050
TOC 94.050
EGL 95.450
10
S017
E F
TOW 97.495
450
5327
TOC 95.910
TOC 94.500
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
TOF 91.850SSL 92.050
3852
TOC 94.050
8A
S020
EGL 95.450
1175 250 950 250 950 250 950 250 950 250
1161
500
TOC 95.050
DOWEL BARS FIXED TOUNDERSIDE OF DELTABEAM.
.
1475
1585
2a 12b
EGL 95.760
135 215
TOW 95.000
350
175
40135
910
BIN STORE
EGL 94.350BIN STORE
STAI
R 3
STAI
R 4
350
135215
740
175
13540
TOC 94.790
TOC 95.910
TOW 94.050 175
175
1 2b
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL. SSL 92.050
SSL 95.050
FFL 95.100TOW 96.450
450
4600
450
TOC 93.750
5590
FS7
S002
300
EGL 94.350
1412a
TOC 94.500
TOW 96.450
450
4600
CAVITY FILL IN CAVITY UPTOEXTERNAL GROUND LEVEL.
SSL 95.050EGL 95.300
5590
TOF 91.850
FS6
S002
EGL 95.450
CONSTRUCTION JOINTIN RETAINING WALLBASE AND STEM.
INDICATES POCKET TO BE CONCRETE INFILLEDUP TO UNDERSIDE OF DELTABEAM ORHOLLOWCORE PLANK. DETAIL TO BE DEVELOPED.
IMPORTANT CDM / H&S NOTE
THE DESIGNERS WOULD DRAW THE READERS ATTENTION TO THE KEYRESIDUAL HEALTH AND SAFETY RISKS THAT HAVE NOT BEEN ELIMINATEDFROM THE DESIGNS SHOWN ON THIS DRAWING BY THE DESIGN PROCESS.THESE KEY RESIDUAL RISKS ARE IDENTIFIED BELOW:
● EXCAVATIONS (INCLUDING DE-WATERING) AND TEMPORARY STABILITY & FORMWORK ASSOCIATED WITH THE PREPARATION & CONSTRUCTION OF REINFORCED CONCRETE RETAINING WALLS AND DEEP REINFORCED CONCRETE PAD FOUNDATIONS.
ANY CONSTRUCTION PERSONNEL INCLUDING OPERATIVES INTENDING TOCONSTRUCT THE DESIGNS SHOWN ON THIS DRAWING SHOULD ENSURETHAT THEY HAVE BEEN REGULARLY AND THOROUGHLY BRIEFED BY THEPRINCIPAL CONTRACTOR ON ALL HEALTH AND SAFETY MATTERS ANDHAVE HAD SIGHT OF:
(1) THE FULL DESIGNERS AND CONTRACTORS RISK ASSESSMENTSAND RISK REGISTERS.(2) THE DEVELOPED CONSTRUCTION HEALTH AND SAFETY PLAN.(3) THE CONTRACTORS CONSTRUCTION METHOD STATEMENTS.
E
175
40 135
175
215 135
350
EGL 94.350BIN STORE
740
TOW 94.050
TOC 94.790
E
EGL 95.760BIN STORE
350
135 215
175
175
135 40
810
TOW 95.100
TOC 95.910
PROPRIETARY JOINTSEALANT 20mm WIDE TOARCHITECTS DETAIL.
DOWEL CAP, END FILLED WITHCOMPRESSIBLE MATERIAL.
WATERPROOFING TOARCHITECTS DETAILS.
PLAIN DOWEL BARS 20mm DIAMATER600mm LONG @200mm CTRS (HALF OFEACH BAR TO BE DE-BONDED). DOWELBARS SAWN TO LENGTH, NOT CROPPED.
HYDROCELL XL COMPRESSIBLEFILLER-BOARD 20mm THICK. 20
SECTION
450
TOF
20
100
PROPRIETARY JOINTSEALANT 20mm WIDE TOARCHITECTS DETAIL.
DOWEL CAP, END FILLED WITHCOMPRESSIBLE MATERIAL.
WATERPROOFING TOARCHITECTS DETAILS.
PLAIN DOWEL BARS 20mm DIAMATER600mm LONG @200mm CTRS (HALF OFEACH BAR TO BE DE-BONDED). DOWELBARS SAWN TO LENGTH, NOT CROPPED.
HYDROCELL XL COMPRESSIBLEFILLER-BOARD 20mm THICK.
20
PLAN
450
20
100
A1
NOTES:This drawing is the copyright of Curtins Consulting Ltd
Status:
Project:
Drg Title:
Scale: Drawn: Checked:First Issue:
Drg No: Rev:
Size:
Rev: Description: Date: By: Chkd:
version R0
curtinsCurtins Consulting LtdWoodside Mews, Clayton Wood Close, Leeds, LS16 6QEt: 0113 274 8509e: [email protected]
Birmingham • Bristol • Cardiff • Douglas • Edinburgh • Kendal • Leeds • Liverpool • London • Manchester • Nottingham
C
Structures • Civils • Environmental • Infrastructure • Transport Planning • Sustainability • Expert Advisory Services
−
www.curtins.com
As indicated
CONSTRUCTIONHEADQUARTER OFFICE BUILDING
LOW LANE, HORSFORTH
RETAINING WALL ELEVATIONS −SHEET 3
SEPT’ 13 KE IC
75350 S017 B
Scale: 1 : 100RETAINING WALL ON GL.D/1-2a
Scale: 1 : 100RETAINING WALL ON GL.2a/E-D
Scale: 1 : 100RETAINING WALL ON GL.E/2a-2b
Scale: 1 : 100RETAINING WALL ON GL.2b/E-F
Scale: 1 : 100RETAINING WALL ADJ GL.G/1-5
Scale: 1 : 100RETAINING WALL ON GL.D/12b-14
Scale: 1 : 100RETAINING WALL ON GL.12b/D-E Scale: 1 : 100
RETAINING WALL ON GL.E/12a-12bScale: 1 : 100RETAINING WALL ON GL.12a/E-F
Scale: 1 : 20STAIR 3 & 4 TOP OF WALL
Scale: 1 : 100RETAINING WALL ADJ GL.F/1-2b
Scale: 1 : 100RETAINING WALL ADJ GL.F/12a-15
REFER TO ARCHITECTS DRAWINGSFOR WATERPROOFING DETAILS.
REFER TO DRAWING 75350-S001 FOR FOUNDATION NOTES.
A ISSUED FOR CONSTRUCTION 04.10.13 KE IC
Scale: 1 : 20STAIR 4 TOP OF WALL
Scale: 1 : 20STAIR 3 TOP OF WALL
Scale: 1 : 20RETAINING WALL BASE JOINT
Scale: 1 : 20RETAINING WALL STEM JOINT
B WALL HEIGHTS TO ELEVATIONS ON GL.2b & 12aUPDATED FOLLOWING ARCHITECTS COMMENTS.
25.10.13 KE IC
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