ANTI POUNDING GULLY - Village Building Co.

QualityISO 9001

SAI GLOBAL

WOODLINKS VILLAGE

STAGE 8

CIVIL WORKS

FOR CONSTRUCTION

ANTI POUNDING GULLY

AH30.05.19AS CONSTRUCTED1 AS CONSTRUCTUED

6.25

m

DocuSign Envelope ID: ED6AD583-F60E-48F7-B6E0-39C11F80EB6E

29/5/2019

Quality

ISO 9001

WOODLINKS VILLAGE

STAGE 8

CIVIL WORKS

FOR CONSTRUCTION

Move sediment forebayand access track. Install 2concrete blocks instead ofgrouted rock pitching (referphoto attached)



29/5/2019

QualityISO 9001

SAI GLOBAL

WOODLINKS VILLAGE

STAGE 8

CIVIL WORKS

FOR CONSTRUCTION

AH30.05.19AS CONSTRUCTED1AS CONSTRUCTUED

156232388247 92247

1.15

2.11

1.79

1.97

1.88

1.73

2.04

2.10

2.01

3.25

3.14

3.10

3.08

2.99

33.35

33.45

33.77

34.08

35.74

39.09

39.18

39.96

35.65

40.07

40.30

40.32

34.17

40.39

34.50

35.56

36.05

37.78

41.19

43.21

43.40

15.5722.3933.6375.3068.4721.1717.27


29/5/2019

QualityISO 9001

SAI GLOBAL

WOODLINKS VILLAGE

STAGE 8

CIVIL WORKS

FOR CONSTRUCTION


47121432554 5120

1.32

1.99

1.67

1.63

1.41

1.40

1.56

1.30

1.77

1.41

1.24

1.84

1.37

36.08

41.16

33.57

33.74

33.78

33.95

41.35

33.96

34.49

36.61

39.78

39.94

41.37

41.93

42.61

42.67

35.56

35.41

35.36

43.21

38.38

41.19

41.18

37.78

36.05

43.30

9.0120.638.6322.6213.128.6111.29


29/5/2019

QualityISO 9001

SAI GLOBAL

WOODLINKS VILLAGE

STAGE 8

CIVIL WORKS

FOR CONSTRUCTION


551261048269147

27.97

36.44

37.66

40.57

36.67

13.86

1.00

1.04

1.02

1.04

1.00

1.14

1.17

1.28

1.50

1.73

1.65

1.46

39.42

39.53

39.55

39.67

39.71

39.88

41.70

41.73

41.11

41.15

41.23

41.42

40.57

40.71

41.02

42.87

43.01

42.61

42.88

12.6712.5213.992.085.92

148


29/5/2019

Drainage Report

Pipe Types / Sizes / Grades

Drainage Mains Info

Structure Types / Sizes / Depths

Drainage Pits Info

House Connection Types / Sizes / End Depths

Drainage House Connection Info

Size (mm) CountTypeMax

Depth (m)Min

Depth (m)Length

(m)Size (mm) CountType

Max Grade %

Min Grade %

Length (m)

Size (mm) CountTypeMax

Depth (m)Min

Depth (m)Existing

Woodlinks Estate - Stage 8

4.96 0.4122Totals / Range 463.64

225 5mPVC 1.82 0.79 55.11

300 2mPVC 0.68 0.68 33.90

375 4RCP 4.96 1.86 42.03

525 1RCP 2.34 2.34 22.62

600 2RCP 1.97 0.82 29.26

750 7RCP 4.44 0.41 265.16

900 1RCP 0.64 0.64 15.57

3.01 0.9925Totals / Range 4

N/A 1End of Line 1.56 1.56

1050 2Gully Pit Inlet 3.01 1.97

1200 1Gully Pit Inlet 2.96 2.96 Existing

1500 4Gully Pit Inlet 2.91 2.10

900x835 6Gully Pit Inlet 1.77 1.24

N/A 1Headwall Nonstructural 1.15 1.15

1800 1Manhole 2.11 2.11

1050 1Roofwater Pit 1.73 1.73

900 1Roofwater Pit 1.45 1.45 Existing

900x600 2Roofwater Pit 1.06 1.03 Existing

900x600 5Roofwater Pit 1.28 0.99

1.03 0.3711Totals / Range 26.88

150 11Stub Standard 1.03 0.37 26.88

Thursday, 30 May 2019 Page 1 of 1


Drainage Pits ReportUnique

IDCode Structure Type Structure Shape Structure Construction Structure Size Cover Type

Surface RL

Depth Northing NotesDate

ConstructedEasting Existing

1 GT-9/3 Gully Pit Inlet Circular Concrete Insitu 1200 Grate Single 43.53 2.96 6943855.897486059.890 Yes

2 GT-10/3 Gully Pit Inlet Circular Concrete Insitu 1050 Grate Single 43.40 3.01 7/03/2019 6943874.947486078.942 No

3 GT-11/3 Gully Pit Inlet Circular Concrete Insitu 1500 Grate Single 43.21 2.91 7/03/2019 6943883.843 Anti Pond Gully486093.746 No





8 MH-16/3 Manhole Circular Concrete Insitu 1800 Cast Iron Circular 35.56 2.11 7/03/2019 6943765.344486280.150 No

9 HW-OUT/3 Headwall Nonstructural N/A Concrete Precast N/A N/A 34.50 1.15 7/03/2019 6943756.960486293.270 No

10 GT-1/18 Gully Pit Inlet Rectangular Concrete Insitu 900x835 Grate Single 43.30 1.37 7/03/2019 6943894.213486089.278 No



13 END-1/35 End of Line N/A N/A N/A N/A 36.05 1.56 7/03/2019 6943806.628486296.509 No




17 RW-8/7 Roofwater Pit Circular Concrete Insitu 900 Cast Iron Circular 42.87 1.45 6943847.930486091.810 Yes

18 RW-9/7 Roofwater Pit Circular Concrete Insitu 1050 Cast Iron Circular 42.88 1.73 7/03/2019 6943871.444486106.962 No

19 RW-1/7A Roofwater Pit Rectangular Concrete Insitu 900x600 Grate Single 43.01 1.28 7/03/2019 6943849.012486090.040 No

20 RW-1/9 Roofwater Pit Rectangular Concrete Insitu 900x600 Grate Single 41.02 1.14 7/03/2019 6943815.775486166.038 No



23 RW-4/9 Roofwater Pit Rectangular Concrete Insitu 900x600 Grate Single 40.45 1.06 6943781.917486144.073 Yes


25 RW-2/11 Roofwater Pit Rectangular Concrete Insitu 900x600 Grate Single 37.46 1.03 6943739.120486209.278 Yes



Drainage Mains ReportUnique

IDUSMH DSMH

Main Diameter

Pipe type Pipe ClassUS IL AHD

DS IL AHD

Length (m)Date

ConstructedNotes

Grade

% 1 in ...

Box

Culvert

Height

1 GT-9/3 GT-10/3 750 RCP 2 40.57 40.44 26.94 0.48 7/03/2019 1 in 2070

2 GT-10/3 GT-11/3 750 RCP 2 40.39 40.32 17.27 0.41 7/03/2019 1 in 2470

3 GT-11/3 GT-12/3 750 RCP 2 40.30 40.07 21.17 1.09 7/03/2019 1 in 920

4 GT-12/3 GT-13/3 750 RCP 2 39.96 39.18 68.47 1.14 7/03/2019 1 in 880

5 GT-13/3 GT-14/3 750 RCP 2 39.09 35.75 75.30 4.44 7/03/2019 1 in 230

6 GT-14/3 GT-15/3 750 RCP 2 35.65 34.17 33.63 4.40 7/03/2019 1 in 230

7 GT-15/3 MH-16/3 750 RCP 2 34.08 33.77 22.39 1.39 7/03/2019 1 in 720

8 MH-16/3 HW-OUT/3 900 RCP 2 33.45 33.35 15.57 0.64 7/03/2019 1 in 1560

9 GT-1/18 GT-11/3 375 RCP 2 41.93 41.37 11.29 4.96 7/03/2019 1 in 200

10 GT-1/34 GT-13/3 375 RCP 2 39.94 39.78 8.61 1.86 7/03/2019 1 in 540

11 GT-1/33 GT-14/3 375 RCP 2 36.61 36.08 13.12 4.04 7/03/2019 1 in 250

12 END-1/35 GT-2/35 525 RCP 2 34.49 33.96 22.62 2.34 7/03/2019 1 in 430

13 GT-2/35 GT-3/35 600 RCP 2 33.95 33.78 8.63 1.97 7/03/2019 1 in 510

14 GT-3/35 MH-16/3 600 RCP 2 33.74 33.57 20.63 0.82 7/03/2019 1 in 1210

15 GT-1/36 GT-12/3 375 RCP 2 41.35 41.16 9.01 2.11 7/03/2019 1 in 470

16 RW-8/7 RW-9/7 300 mPVC PN16 41.42 41.23 27.97 0.68 7/03/2019 1 in 1470

17 RW-9/7 GT-12/3 300 mPVC PN16 41.15 41.11 5.92 0.68 7/03/2019 1 in 1480

18 RW-1/7A RW-8/7 225 mPVC PN16 41.73 41.70 2.08 1.45 7/03/2019 1 in 690

19 RW-1/9 RW-2/9 225 mPVC PN16 39.88 39.71 13.99 1.22 7/03/2019 1 in 820

20 RW-2/9 RW-3/9 225 mPVC PN16 39.67 39.55 12.52 0.96 7/03/2019 1 in 1040

21 RW-3/9 RW-4/9 225 mPVC PN16 39.53 39.42 13.86 0.79 7/03/2019 1 in 1260

22 RW-1/11 RW-2/11 225 mPVC PN16 36.67 36.44 12.67 1.82 7/03/2019 1 in 550



Drainage House Connections Report

Unique ID

HC OB Code

HC End CodeConnection Type

Chainage From DSMH

OB Invert RLHC End

Surface RLHC End Invert

RLHC End Depth

Pipe Diameter Pipe Type Pipe Class LengthDate

Constructed

1 HC-152 Stub Standard 0.00 0.00 42.77 42.39 0.37 150 uPVC SN8 4.01 7/03/2019





6 HC 175 Stub Standard 0.00 0.00 40.41 39.55 0.87 150 uPVC SN8 1.76




10 HC-194 Stub Standard 0.00 0.00 37.57 36.78 0.79 150 uPVC SN8 3.68



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