1
7.95 GAS RS 8.02 Wall Wall 8.15 Barrier MH CL8.02 Kerb 7.89 7.85 8.05 Concrete edge Concrete edge 7.74 Kerb 8.08 7.67 7.45 G 7.35 Kerb 7.40 7.63 7.79 7.86 7.90 SV Palisade Fence MH CL8.00 Chainlink fence Chainlink fence Chainlink fence 8.66 9.79 11.30 11.97 12.60 12.89 12.94 13.11 13.52 14.03 14.25 14.61 14.90 15.16 15.41 MH CL12.96 Concrete edge 13.09 13.15 13.04 13.00 12.22 10.81 9.78 8.97 8.33 8.64 9.42 10.13 10.84 11.73 12.38 11.85 11.39 10.38 9.92 9.16 8.51 13.01 12.95 12.75 12.88 INV 14.90 DPC 14.66 INV INV 13.89 13.81 APPROX INV 12.97 12.99 INV 13.03 DPC 13.74 DPC 13.98 Palisade Fence 16.23 16.38 16.70 16.10 15.87 15.56 15.47 15.14 14.92 14.30 14.32 14.11 16.33 Wall 17.44 17.62 17.19 16.56 16.23 17.29 17.51 Chainlink fence 15.66 15.67 15.90 16.48 16.91 17.54 FFL 15.92 INV 15.26 INV INV INV 14.81 15.23 15.37 INV 15.49 FFL 16.57 INV 15.75 16.12 16.05 16.02 15.83 15.83 13.92 13.68 13.58 13.26 13.12 12.98 13.13 12.73 12.74 Wall 7.73 7.62 7.52 7.44 7.31 7.22 7.08 Wall Iron Railings 13.61 12.98 12.62 12.22 11.99 11.74 12.05 12.28 12.16 12.32 12.07 11.67 11.07 Iron Railings G 11.91 7.19 7.24 7.22 7.14 7.19 7.14 7.06 7.25 7.18 7.17 7.24 8.43 9.17 9.09 10.07 11.05 11.97 12.30 12.51 12.67 12.90 12.82 12.93 13.05 13.22 13.20 13.25 13.07 13.05 13.27 13.41 13.55 13.81 13.72 13.66 13.84 13.93 14.18 14.21 14.51 15.16 15.35 15.46 15.46 15.53 15.76 15.76 15.90 15.96 16.04 16.12 16.04 15.79 15.55 15.41 15.31 14.56 14.16 14.02 13.85 13.75 13.50 13.33 13.46 13.44 13.47 13.34 13.44 13.54 13.62 13.62 13.64 13.38 13.13 13.40 13.53 13.42 13.27 13.10 13.22 13.17 13.24 13.24 13.30 13.25 14.35 14.36 14.32 14.36 14.41 14.30 14.28 14.37 14.33 14.33 14.16 14.39 14.39 14.39 13.33 14.20 14.29 14.35 13.96 13.92 13.85 13.78 13.54 13.36 13.27 13.33 13.30 13.64 13.69 13.66 13.46 13.56 14.54 14.54 14.55 14.44 14.63 14.55 14.48 14.50 14.51 14.62 14.84 15.04 15.15 15.39 15.48 15.55 15.48 15.36 15.11 15.12 14.90 14.75 13.83 14.13 14.21 14.29 14.20 14.15 14.30 14.38 14.57 14.49 14.19 14.04 14.12 13.39 13.00 13.02 12.79 14.20 13.74 13.58 13.08 13.08 13.12 7.98 8.21 8.31 9.16 9.14 9.25 9.39 9.54 9.46 9.30 9.64 9.77 10.37 10.80 11.12 11.76 12.03 12.70 12.96 12.61 12.34 12.04 11.78 11.57 10.95 11.01 10.83 10.28 10.16 10.29 10.63 10.88 11.20 11.48 11.37 11.06 10.61 10.44 9.84 9.57 9.51 9.32 9.06 8.65 8.65 8.58 8.22 7.90 7.86 7.96 8.21 8.56 8.20 8.34 8.47 8.29 8.26 8.22 8.01 7.88 7.85 7.88 7.76 7.55 7.37 7.31 7.26 7.50 7.66 7.82 7.79 7.87 8.04 7.99 7.56 7.62 7.72 7.94 8.17 7.91 7.61 7.45 7.41 7.29 14.50 14.40 14.13 13.94 13.62 13.55 15.64 14.62 14.43 14.11 13.91 13.41 14.16 13.79 13.65 13.46 13.18 13.29 13.13 13.20 13.56 13.55 13.45 14.11 14.33 14.49 14.60 14.74 14.19 14.03 13.86 13.59 13.64 13.43 13.03 13.13 13.15 13.03 13.07 13.17 13.41 13.70 13.21 12.61 12.62 12.59 12.67 12.90 13.19 13.12 13.32 13.69 14.21 14.48 14.67 14.87 14.13 13.54 13.29 13.07 13.13 12.83 12.22 11.98 11.83 10.62 11.20 11.72 12.44 12.84 13.06 13.26 13.00 12.90 12.40 11.52 10.53 9.97 9.82 9.37 7.21 7.24 7.30 7.59 7.76 8.25 8.48 8.73 9.35 9.70 9.86 9.97 10.38 10.93 11.49 11.81 12.02 12.09 12.31 12.39 12.24 12.24 12.37 12.94 12.90 13.07 13.23 13.76 13.84 14.11 14.15 14.57 14.67 14.82 14.89 15.11 15.42 15.50 15.64 15.76 16.94 17.73 17.64 17.57 17.61 17.11 16.33 16.22 16.21 15.98 16.08 16.01 15.92 16.08 16.15 15.65 15.59 15.93 16.15 16.23 16.23 16.30 16.19 16.45 16.37 16.37 16.38 16.71 16.84 16.91 17.02 17.67 17.73 16.97 17.31 16.57 16.60 16.58 16.44 16.33 16.09 17.91 17.47 16.07 15.68 15.59 15.68 15.64 15.61 15.44 15.66 15.51 15.43 15.48 15.82 16.06 15.99 15.85 15.57 15.71 15.65 15.47 15.22 15.36 15.43 15.37 15.08 14.99 14.76 14.67 14.75 14.78 14.75 14.67 14.57 14.38 14.20 13.72 13.75 13.79 14.12 14.06 14.26 14.49 14.65 14.27 13.98 14.00 13.62 13.52 13.49 13.50 Cable (red) Top of cable 7.80 16.5 17.0 17.5 17.0 17.5 16.0 15.5 16.0 15.0 14.5 15.0 15.5 13.5 14.0 14.5 13.5 14.0 13.5 14.0 14.5 12.5 13.0 11.5 12.0 10.5 11.0 8.5 9.0 9.5 10.0 8.0 7.5 Approx position of fence only on dashed line Block Building Building Building Building Building IC No Cover No Cover IC No Cover IC No Cover No Cover IC IC No Cover IC No Cover IC No Cover IC No Cover No Cover IC IC No Cover IC Mound Tipped material A2 A1 A3 A4 A2A A2B DT1 RT02 RT01 2500mm High Acoustic timber fencing 2500mm High Acoustic timber fencing 2500mm High Acoustic timber fencing Lockable cycle shelter (8 cycles) 1200mm High Iron Railings FFL / DPC 8.50 MH CL8.00 8.31 8.08 Bin Storage 1800mm High PLAN AREA AS PER APPROVED APPLICATION APP/08/05589 7.74 1:30 gradient over access 10m 1200mm High Iron Railings 1000 1000 Lockable cycle shelter (8 cycles) Bin Storage 1800mm High BLOCK A BLOCK D BLOCK C BLOCK E BLOCK F BLOCK G BLOCK B APARTMENTS CAR PARK 09 10 11 12 13 14 15 16 17 18 19 25 24 23 22 21 20 26 27 28 29 30 31 32 33 07 01 05 08 01 02 03 04 TARMAC ACCESS ROAD TARMAC ACCESS ROAD Shed Shed Shed Shed Shed Shed Retaining wall Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed Shed PHASE 1 PHASE 2 SCHEDULE OF ACCOMMODATION (Phase 2) : 2B / 4P 2B / 4P 2B / 4P 3B / 5P 3B / 5P 4B / 6P 2B / 4P 2B / 4P 77.0m2 78.7m2 78.0m2 87.0m2 78.0m2 109.0m2 84.0m2 75.8m2 4 2 3 3 7 2 2 16 BLOCK B BLOCK B BLOCK A BLOCK A BLOCK D BLOCK C BLOCK A BLOCK C (5) BLOCK E (5) BLOCK F (5) BLOCK G (1) PROJECT Scale @ A1: 1:500 2017 102 001 DRAWING NO: Existing and Proposed Site Plans DRAWING TITLE Erection of 32 Apartments and 39 Dwelling Houses to : Land at the former Dell School, The Dell Rock Ferry Wirral, CH42 1PU. Revision: 03 CLIENT Camco Estates Draft Preliminary For Approval Planning Building Regulations Tender Contract Construction As Built 01 Issued for approval REVISION DETAILS Date / By 12-07-2017 Health and Safety : Falls from height: Make sure ladders are in good condition, at a 1:4 angle and tied or footed. Prevent people and materials falling from roofs, gable ends, working platforms and open edges using guardrails, mid rails and toe boards. Make sure fragile roof surfaces are covered, or secure working platforms with guard rails are used on or below the roof. Collapse of excavations: Shore excavations; cover or barrier excavations to prevent people or vehicles from falling in. Collapse of structures: Support structures (such as walls, beams, chimney breasts and roofs) with props; ensure props are installed by a competent person. Exposure to building dusts: Prevent dust by using wet cutting and vacuum extraction on tools; use a vacuum cleaner rather than sweeping; use a suitable, well-fitting mask. Exposure to asbestos: Do not start work if it is suspected that asbestos may be present until a demolition/refurbishment survey has been carried out. Electricity: Turn the electricity supply and other services off before drilling into walls. Do not use excavators or power tools near suspected buried services. Protect members of the public, the client, and others: Secure the site; net scaffolds and use rubbish chutes. O f f i ce 29 - 31 , Wods i de Bus i nes Pa r k , Sho r e Road , B i r kenhead , W i r r a l , CH41 1E P. t : 0151 647 0371 e : [email protected] w : www.bryson.archi BRYSON ARCHITECTURE EXISTING SITE PLAN This drawing is copyright of Bryson Architecture Ltd and may not be reproduced in any way without our specific permission. Client / contractor to ensure all agreements relating to 'the party wall etc... act 1996' are in place prior to commencement of works. All dimensions are to be checked on site. Do not scale from printed copies. For any errors or queries please contact Bryson Architecture Ltd. NOTES 300 0 330 270 60 30 90 240 180 210 120 150 W E N S PROPOSED SITE PLAN 02 Issued for approval 26-07-2017 03 Issued for approval 26-09-2017

TARMAC ACCESS ROAD Retaining wall TARMAC ACCESS ROAD · 7.95 GAS RS 8.02 Wall Barrier 8.15Wall MH CL8.02 Kerb 7.89 7.85 8.05 Concrete edge Concrete edge7.74 Kerb 8.08 7.67 7.45 G

  • Upload
    others

  • View
    5

  • Download
    0

Embed Size (px)

Citation preview

Page 1: TARMAC ACCESS ROAD Retaining wall TARMAC ACCESS ROAD · 7.95 GAS RS 8.02 Wall Barrier 8.15Wall MH CL8.02 Kerb 7.89 7.85 8.05 Concrete edge Concrete edge7.74 Kerb 8.08 7.67 7.45 G

7.95

GAS

RS

8.02Wall

Wall8.15Barrier

MHCL8.02

K

e

r

b

7.89

7.85

8.05

Concrete edge

Concrete edge7.74

K

e

rb

8.08

7.67

7.45

G7.35

Kerb

7.40

7.63

7.79

7.86

7.90SV

P

a

l

i

s

a

d

e

F

e

n

c

e

MHCL8.00

Chai

nlin

k fe

nce

Chai

nlin

k fe

nce

Chai

nlin

k fe

nce

8.66

9.79

11.3

0

11.9

7

12.6

0

12.8

9

12.9

4

13.1

1

13.5

2

14.0

3

14.2

5

14.6

1

14.9

0

15.1

6

15.4

1

MHCL12.96

Conc

rete

edg

e

13.09 13.15

13.0

4

13.00

12.22

10.81

9.78

8.97

8.33

8.64

9.42

10.1

3

10.8

4

11.7

3

12.38

11.85

11.3

9

10.3

8

9.92

9.16

8.51

13.01

12.95

12.7512.88

INV14.90

DPC14.66

INV

INV

13.89

13.81

APPROX

INV

12.97

12.99

INV13.03

DPC13.74

DPC13.98

P

a

l

i

s

a

d

e

F

e

n

c

e

16.23

16.38

16.70

16.10

15.87

15.56

15.47

15.14

14.92

14.30

14.32

14.11

16.33

Wall

17.44

17.62

17.19

16.56

16.23

17.29

17.51

Chai

nlin

k fe

nce

15.6

6

15.6

7

15.9

0

16.4

8

16.9

1

17.5

4

FFL15.92

INV15.26

INV

INV

INV

14.81

15.23

15.37

INV15.49

FFL16.57

INV15.75

16.12

16.05

16.02

15.83

15.83

13.92

13.68

13.58

13.26

13.12

12.98

13.13

12.73

12.74

Wall

7.737.62

7.527.44

7.31 7.22 7.08

Wall

Iron Railings

13.61

12.98

12.62

12.22

11.99

11.74

12.05

12.28

12.16

12.32

12.07

11.67

11.07

Iron Railings

G11.91

7.19 7.247.22 7.14

7.19

7.14 7.06 7.25 7.18 7.17

7.24

8.43

9.17

9.0910.07

11.0511.97

12.30

12.51

12.67

12.90

12.82

12.93

13.05

13.22

13.2

0

13.25

13.07

13.05

13.27

13.41

13.55

13.81

13.72

13.66

13.84

13.93

14.18

14.21

14.51

15.16

15.35

15.46

15.46

15.53

15.76

15.76

15.90

15.96

16.04

16.12

16.04

15.79

15.55

15.41

15.31

14.56

14.16

14.02

13.85

13.75

13.50

13.33

13.46

13.44

13.47

13.34

13.44

13.54

13.62

13.62

13.64

13.38

13.13

13.40

13.53

13.42

13.27

13.10

13.22

13.17

13.24

13.24

13.30 13

.25

14.35

14.36

14.32

14.36

14.41

14.30

14.28

14.3714.33

14.33

14.16

14.39

14.39

14.39

13.33

14.20

14.2914.35

13.96

13.92

13.85

13.78

13.54

13.36

13.27

13.33

13.30

13.64

13.69

13.66

13.46

13.56

14.54

14.54

14.55

14.44

14.6314.55

14.48

14.50

14.5

1

14.6

2

14.84

15.0

4

15.15

15.39

15.48

15.55

15.48

15.36

15.11

15.12

14.90

14.75

13.83

14.13

14.21

14.29

14.20

14.15

14.3

0

14.38

14.57

14.49

14.19

14.04

14.12

13.39

13.00

13.02

12.7

9

14.20

13.7413.58

13.08 13.08 13.12

7.98 8.21 8.31

9.16

9.14

9.25

9.39

9.54

9.46

9.309.64

9.77

10.3

710

.80

11.1211.76

12.03

12.7

0

12.9612.61

12.3412.0411.78

11.5710.9511.01

10.83

10.28 10.16

10.2910.63 10.88 11.20 11.48

11.3711.0610.61

10.44

9.84

9.57

9.51

9.32

9.068.65

8.65

8.58

8.22

7.90

7.86

7.96

8.21

8.56

8.208.34

8.47

8.298.26

8.22 8.01 7.887.85

7.88

7.76

7.55

7.37

7.31

7.26

7.507.66

7.82

7.79 7.87

8.047.99

7.567.627.727.948.17

7.91

7.617.45 7.41

7.29

14.50

14.40

14.13

13.94

13.62

13.55

15.64

14.62

14.43

14.11

13.91

13.41

14.16

13.79

13.65

13.46

13.18

13.29

13.13

13.20

13.56

13.55

13.45

14.11

14.33

14.49

14.60

14.74

14.19

14.03

13.86

13.59

13.64

13.43

13.03

13.13

13.15

13.03

13.07

13.17

13.41

13.70

13.21

12.61

12.62

12.59

12.67

12.90

13.19

13.12

13.32

13.69

14.21

14.48

14.67

14.87

14.13

13.54

13.29

13.07

13.13

12.83

12.22

11.98

11.83

10.62

11.20

11.72

12.44

12.84

13.06

13.26

13.00

12.90

12.40

11.52

10.53

9.97

9.82

9.37

7.217.24

7.307.59

7.76

8.25

8.48

8.73

9.35

9.70

9.86

9.97

10.38

10.93

11.49

11.81

12.02 12.09

12.31

12.39

12.24

12.24

12.37

12.94

12.90

13.07

13.23

13.76

13.84

14.11

14.15

14.57

14.67

14.82

14.89

15.11

15.42

15.50

15.64

15.76

16.94

17.73

17.64

17.57

17.61

17.11

16.33

16.22

16.21

15.98

16.08

16.01

15.92

16.08

16.15

15.65

15.59

15.93

16.15

16.23

16.23

16.30

16.19

16.45

16.37

16.37

16.38

16.71

16.84

16.91

17.02

17.67

17.73

16.97

17.31

16.5

7

16.60

16.58

16.44

16.33

16.09

17.9

1

17.4

7

16.07

15.68

15.59

15.68

15.64

15.61

15.44

15.66

15.51

15.43

15.48

15.82

16.06

15.99

15.85

15.57

15.71

15.65

15.47

15.22

15.36

15.43

15.37

15.08

14.99

14.76

14.67

14.75

14.78

14.75

14.67

14.5

7

14.3

8

14.2

0

13.7213.75

13.7

914

.12

14.06

14.26

14.49

14.65

14.27

13.98

14.00

13.62

13.52

13.49

13.50

Cable (red)

Top of cable7.80

16.5

17.0

17.5

17.0

17.5

16.0

15.5

16.0

15.0

14.5

15.0

15.5

13.5

14.0

14.5

13.5

14.0

13.5

14.0 14.5

12.5

13.0

11.5

12.0

10.5

11.0

8.5

9.0

9.5

10.0

8.0

7.5

Approx position of fence only on dashed line

Block Building

Building

Building

Building

Building

IC

No Cover

No Cover

IC

No Cover

IC

No Cover

No Cover

IC

IC

No Cover

IC

No Cover

IC

No Cover

IC

No Cover

No Cover

IC

IC

No Cover

IC

M

o

u

n

d

Tipped material

A2

A1

A3

A4

A2A

A2B

DT1

RT02

RT01

2

5

0

0

m

m

H

ig

h

A

c

o

u

s

tic

tim

b

e

r fe

n

c

in

g

2

5

0

0

m

m

H

ig

h

A

c

o

u

s

tic

tim

b

e

r fe

n

c

in

g

2

5

0

0

m

m

H

ig

h

A

c

o

u

s

tic

tim

b

e

r fe

n

c

in

g

Lockable cycle

shelter (8 cycles)

1200mm High Iron Railings

FFL / DPC 8.50

MH

CL8.00

8.31

8.08

Bin

S

to

ra

ge

18

00

mm

H

ig

h

PLAN AREA AS PER APPROVED APPLICATION APP/08/05589

7.74

1:30 gradient over

access 10m

1

2

0

0

m

m

H

i

g

h

I

r

o

n

R

a

i

l

i

n

g

s

1

0

0

0

1

0

0

0

Lockable cycle

shelter (8 cycles)

Bin

S

to

ra

ge

18

00

mm

H

ig

h

BLOCK A

BLOCK DBLOCK C

BLOCK E

BLOCK F

BLOCK G

BLOCK B

APARTMENTS

CAR PARK

09

10

11

12

13

14

15

16

17

18

19

25

24

23

22

21

2026

27

28

29

30

31

32

3307

01

05

08

01

02

03

04

TARMAC A

CCESS ROAD

TARMAC ACCESS RO

AD

Shed

Shed

Shed

Shed

Shed

Shed

R

e

t

a

in

in

g

w

a

ll

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

Shed

PHASE 1PHASE 2

SCHEDULE OF ACCOMMODATION (Phase 2) :2B / 4P2B / 4P2B / 4P

3B / 5P3B / 5P4B / 6P

2B / 4P2B / 4P

77.0m278.7m278.0m2

87.0m278.0m2109.0m2

84.0m275.8m2

423

372

216

BLOCK BBLOCK BBLOCK A

BLOCK ABLOCK DBLOCK C

BLOCK ABLOCK C (5)BLOCK E (5)BLOCK F (5)BLOCK G (1)

PROJECT

Scale @ A1:

1:500

2017 102 001

DRAWING NO:

Existing and Proposed Site Plans

DRAWING TITLE

Erection of 32 Apartments and 39 Dwelling Houses to :

Land at the former Dell School,

The Dell

Rock Ferry

Wirral, CH42 1PU.

Revision:

03

CLIENT

Camco Estates

Draft

Preliminary

For Approval

Planning

Building Regulations

Tender

Contract

Construction

As Built

01Issued for approval

REVISION DETAILS Date / By

12-07-2017

Health and Safety :

Falls from height:

Make sure ladders are in good condition, at a 1:4 angle and tied or

footed. Prevent people and materials falling from roofs, gable ends,

working platforms and open edges using guardrails, mid rails and

toe boards. Make sure fragile roof surfaces are covered, or secure

working platforms with guard rails are used on or below the roof.

Collapse of excavations:

Shore excavations; cover or barrier excavations to prevent people

or vehicles from falling in.

Collapse of structures:

Support structures (such as walls, beams, chimney breasts and

roofs) with props; ensure props are installed by a competent

person.

Exposure to building dusts:

Prevent dust by using wet cutting and vacuum extraction on tools;

use a vacuum cleaner rather than sweeping; use a suitable,

well-fitting mask.

Exposure to asbestos:

Do not start work if it is suspected that asbestos may be present

until a demolition/refurbishment survey has been carried out.

Electricity:

Turn the electricity supply and other services off before drilling into

walls. Do not use excavators or power tools near suspected buried

services.

Protect members of the public, the client, and others:

Secure the site; net scaffolds and use rubbish chutes.

Office 29-31, Woodside Business Park, Shore Road, Birkenhead, Wirral, CH41 1E P.t : 0151 647 0371e : [email protected] : www.bryson.archi

BRYSON ARCHITECTURE

EXISTING SITE PLAN

This drawing is copyright of Bryson Architecture Ltd and may not

be reproduced in any way without our specific permission.

Client / contractor to ensure all agreements relating to 'the party

wall etc... act 1996' are in place prior to commencement of works.

All dimensions are to be checked on site. Do not scale from

printed copies. For any errors or queries please contact

Bryson Architecture Ltd.

NOTES

300

0

330

270

60

30

90

240

180

210

120

150

W E

N

S

PROPOSED SITE PLAN

02

Issued for approval 26-07-2017

03Issued for approval 26-09-2017