The Phoenix Project Horsforth Leedshowardcivileng.co.uk/documents/content/files/Example of...LOW LANE, HORSFORTH FOUNDATION PLAN SEPT’ 13 KE AJR 75350 S001 A Scale:1 : 125 FOUNDATION

The Phoenix Project

Horsforth

Leeds

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.


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



T.O.F. +91.400 UNOALL BASES T.O.F. +91.850 U.N.O.



LBS1

S002

G1

CONSTRUCTION JOINTIN RETAINING WALLBASE 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




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.

andrew.newbittPolygon

andrew.newbittText BoxBase 1





















andrew.newbittRectangle



andrew.newbittText BoxGL-1 Steps

andrew.newbittText BoxGL-A Pour 1

andrew.newbittText BoxGL-A Pour 2


andrew.newbittText BoxGL-A3/16 Steps

andrew.newbittLine


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


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


Status:

Project:

Drg Title:


Drg No: Rev:

Size:


version R0

curtinsCurtins Consulting Ltd

Woodside Mews, Clayton Wood Close, Leeds, LS16 6QE

t: 0113 274 8509

e: [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

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


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




andrew.newbittText Box1












andrew.newbittText Box Wall A6











andrew.newbittText Box Wall X1

andrew.newbittText Box Wall UX1


andrew.newbittText BoxWall 6
























andrew.newbittText BoxA1 Corner

andrew.newbittPolygonal Line


andrew.newbittText BoxGang 5






andrew.newbittText BoxLow Level Wall Strategy

24781113FS3

S002

FS2

S002

LBS1

S002

DP8. 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.



TOF 91.850 TOF 91.850


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


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



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


RAMP SLAB TIED INTO TOPOF RETAINING WALL STEM.

500500 500500


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





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.






A1


Status:

Project:

Drg Title:


Drg No: Rev:

Size:


version R0



C


−

www.curtins.com

As indicated


LOW LANE, HORSFORTH


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














andrew.newbittText BoxA1 Corner

andrew.newbittText BoxStep 1 & 2

andrew.newbittText BoxStep 3 & 4















andrew.newbittText Box U10









































































12a1985

TOW 94.200

TOC 94.200

EGL 94.650


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


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


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


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


SSL 95.050EGL 95.300

5590

TOF 91.850

FS6

S002

EGL 95.450


INDICATES POCKET TO BE CONCRETE INFILLEDUP TO UNDERSIDE OF DELTABEAM ORHOLLOWCORE PLANK. DETAIL TO BE DEVELOPED.






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





HYDROCELL XL COMPRESSIBLEFILLER-BOARD 20mm THICK. 20

SECTION

450

TOF

20

100





HYDROCELL XL COMPRESSIBLEFILLER-BOARD 20mm THICK.

20

PLAN

450

20

100

A1


Status:

Project:

Drg Title:


Drg No: Rev:

Size:


version R0



C


−

www.curtins.com

As indicated


LOW LANE, HORSFORTH


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




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






















































Documents

The Phoenix Project Horsforth Leedshowardcivileng.co.uk/documents/content/files/Example of...LOW LANE, HORSFORTH FOUNDATION PLAN SEPT’ 13 KE AJR 75350 S001 A Scale:1 : 125 FOUNDATION