Status Date DRAWING STATUS: For Approval 4/12/2017

CC'

BB'

AA

'

DD

'

E'

FF'

G G'

H H'

Weston Road

District Road

Lot 7

Lot 5 Lot 6

Lot 13

Lot 12

Lot 11

Lot 10

Lot 9

Lot 4

Lot 3

Lot 2

Lot 1

FutureStage 2

(Lots 9-13)

Lot 8(to vest as road)

ROW B

ROW A

78.349

60

70

VTP 63.000

VTP 69.000

Proposed Stormw

ater Line (Stage 2)

See Sheets 2 & 7

See Sheets 3 & 8

E

Surveying, Resource Management & EngineeringDunedin 03-4774783 Mosgiel 03-4897107 Balclutha 03-4180470

1:750 @ A3

6D11812

11812/6/00

Sheet 1 of 16

-Observation Point 2000

No. Revision

-

Verify all dimensions on site before commencing work. Do notscale off drawings. Refer all discrepancies to Terramark Ltd.

86 Weston Road SubdivisionStage 1

Index Sheet 1

Plan No.Job No.

Drawing

Revision

Scale DatumHorizontalVertical

Project Title

Sheet Title

Status Date

Notes1. Location and extent of existing services shown on

these drawings are indicative only.2. Contractor to ascertain the extent and location of all

existing underground services prior to commencingany excavation work.

3. Contractor shall reinstate and make good anydamage to existing carriageways, road markings,street signs, footpaths, street furniture, berms, utilityservices and structures.

4. Refer to Sheets 4-6 for drainage long sections.5. Refer to Sheets 9 & 10 for ROW long sections.6. Refer to Sheets 11-13 for typical ROW cross sections.7. Refer to Sheet 14 for kerb profiles and typical

ROW/driveway details.

P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Plan View.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:05 PM

For Approval 4/12/2017 - -DRAWING STATUS:

FOR APPROVAL - - - - - - - -

Existing Overhead Pow

er

Existing Water Table

Lot 7

Lot 6

Lot 5

Lot 13

Lot 12

Lot 11 Lot 4

Existing 150mm

Ø Foul Sew

er

Edge of Existing Seal

FSA1Install new 1050mmØ foulsewer manhole in existing150mmØ foul sewer line

FSA2Construct

1050mmØ foulsewer manhole

FSA3Construct


FSA4Construct


Construct new 150mmØuPVC SN16 RRJ foul sewer

Constr

uct n

ew 15

0mmØ

uPVC S

N16 R

RJ fou

l sew

er

SWMT1Install Standard Hillside Sumpy(Fig. 3.10, NZS4404:2010) with150mmØ uPVC SN6 connection

to new stormwater line

SWA2Construct 150mmØ

uPVC SN16 lamphole

Construct new

150mm

Ø uPVC

SN16 R

RJ foul sew

er

Construct 25mm OD PE singlehousehold service connection,

with restrictor, for Lot 7

Construct 25mm ODPE single householdservice connection,


Construct 300mmØHelcor culvert underaccessway entrance.

Construct100mmØ uPVCfoul sewer lateral

for Lot 7

Construct 100mmØuPVC foul sewerlateral for Lot 5


Construct 100mmØuPVC foul sewer

lateral future for Lot 13

Construct100mmØ uPVCfoul sewer lateralfor future Lot 12

Construct 100mmØuPVC foul sewer

lateral for future Lot 11


Construct 25mm OD PEsingle household service

connection for Lot 5

Install 25mm OD PEsingle household

service connection andelectricity and fibre

ducts for future Lot 13.

Reshape, regrade, and alignexisting watertable to join to

new culvert. See typical CrossSection G-G', Sheet 14 for newwatertable construction details.

Reshape, regrade, andalign existing watertable tojoin to new culvert outlet.See typical Cross Section

G-G', Sheet 14 for newwatertable construction

details

(Future Stage 2)

Construct 100mmØstormwater outlet for

Lot 5 to kerb & channel

Existing UndergroundChorus Cable


Existing WD

C W

ater Scheme

New ChorusFibre Duct &

Cable

Lower existing watermainand Chorus cable to 1.0m

below finished level ofnew ROW entrance

New electricity , telecomms &water in common trench. See

typical Cross Section D-D',Sheet 12 for trench details.

Existing WD

C W

ater Scheme


er

Construct new 150mmØ uPVCSN6 RRJ stormwater line.

Connect to new culvert

Construct new 100mmØ uPVCSN16 stormwater line from

subsoil drain, and connect tonew mudtank.


ROW B


78.349

60

70

VTP 63.000

VTP 69.000Future Stage 2 Access Extension

New electrical &Chorus connections

to Lot 5

New electrical & Chorusconnections to Lot 6

New electrical & Chorusconnections to Lot 7

Construct 100mmØstormwater outlet for Lot7 to asphalt watertable

New Chorus FibreDuct & Cable

WESTO

N R

D

Construct 100mmØstormwater outlet for

Lot 6 to kerb & channel

Colvert end cut to 1:3taper, 150mm thick

in-situ concrete(25MPa) protectionaround culvert end.Trowel to smooth

finish.

See Detail D, Sheet 15for typical culvert end

construction detail.



Install 25mm OD PEsingle household service

connection andelectricity and fibre


Install 25mm OD PEsingle household service

connection andelectricity and fibre


Construct 25mmØ ODPE singlehousehold connection, with restrictor,for Lot 5 at Weston Road boundary.Manifold box to ve alloy frame & lid.

Note: Individual connections for futureLots 11-13 to be installed in Stage 2.


1:300 @ A3

Sheet 2 of 16


No. Revision

-


Drainage & Services DesignSheet 2

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1. Location and extent of xisting services shown on




4. Contractor to obtain 'Close Approach Permit' fromNetwork Waitaki where excavations are within 5m ofa power pole.

5. Contractor to liaise with WDC & Chorus with regardsto lowering existing water scheme pipe andunderground telecommunications services beneaththe new entrance to ROW A, and shall coordinate thetrenching programme with the repsective authoritiesto ensure there are no delays to the overallconstruction programme.

6. 150mm x 50mm uPVC heavy wall kerb adaptors shallbe used where individual 100mmØ stormwaterlaterals connect to the ROW kerb & channel.

7. Individual water connections (with restrictors) to theexisting WDC water scheme pipe are to be made inaccordance with WDC water services requirements.



6D11812

11812/6/00

DRAWING STATUS:FOR APPROVAL

For Approval 4/12/2017 - - - - - - - - - -

Existing 400mm Ø Culvert

Lot 3

Lot 1

Lot 10

Lot 9

Lot 2

FSA05Install new 150mmØ

terminal maintenance shaft





SWB2Install new 150mmØ

uPVC SN16 lampholeConstruct new 150mmØ uPVC

SN16 RRJ stormwater line.Connect to new culvert

Construct 300mmØHelcor culvert under

accessway







Individual water connectionsfor future Lots 9 & 10 to be

installed in Stage 2.

Reshape, regrade, and alignexisting watertable to join to new

culvert. See typical CrossSection G-G', Sheet 14 for newwatertable construction details.

Construct new

150mm

Ø

uPVC SN

16 RR

J foul sewer

Lot 11

(Future Stage 2)

ROW A


culvert. See typical CrossSection G-G', Sheet 14 for newwatertable construction details.

New Chorus FibreDuct & Cable

Existing Underground C

horus Cable

Existing 150mm

Ø

Foul Sewer

New electricity , telecomms &water in common trench. Seetypical Cross Section D-D' onSheet 12 for trench details.

Existing Watertable

Existing Watertable

Construct new 100mmØ uPVC SN16stormwater line from subsoil drain,

and connect to new mudtank.

Existing WDCWater Scheme


er

SWE1Construct Humes 600series (or equivalent)

concrete wingwall,joint to existing

culvert.


to Lots 3 & 4

Lot 4


to Lot 2

Clean out & re-grade existingwatertable to new wingwall.Supply & place rock riprap

around corner (rock size 150mm,width 600mm x 8m length)

WESTO

N R

D

Construct 100mmØstormwater outlet for Lot4 to asphalt watertable

SWMT2Install Standard Hillside Sump(Fig. 3.10, NZS4404:2010) with150mmØ uPVC SN6 connection

to new stormwater line Construct 100mmØstormwater outletfor Lot 3 to kerb &

channel

Construct 100mmØstormwater outlet

for Lot 2 to asphaltwatertable







Install 25mm OD PE singlehousehold service connectionand electricity and fibre ducts

for future Lot 10.

Existing water, electrical &Chorus connections to new

dwelling on Lot 1

Construct 100mmØstormwater outlets for future

Lots 9 & 10 to kerb & channel


1:300 @ A3

Sheet 3 of 16


No. Revision

-


Drainage & Services DesignSheet 3

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1. Location and extent of existing services shown on





5. Contractor to liaise with WDC & Chorus with regardsto lowering existing water scheme pipe andunderground telecommunications services beneaththe new entrance to ROW B, and shall coordinate thetrenching programme with the repsective authoritiesto ensure there are no delays to the overallconstruction programme.

6. 150mm x 50mm uPVC heavy wall kerb adaptors shallbe used where individual 100mmØ stormwaterlaterals connect to the ROW kerb & channel.

7. Individual water connections (with restrictors) to theexisting WDC water scheme pipe are to be made inaccordance with WDC water services requirements.



6D11812

11812/6/00


For Approval 4/12/2017 - - - - - - - - - -

72.00

150m

mØ

uP

VC

(SN

16)

1 in 49.7

18.0m

80.6

80.

002.

21FS

A1

150mmØ uPVC (SN16)

1 in 101

36.4m

81.2

919

.09

78.8

2978

.979

2.46

2.31

FSA

2

150m

mØ

uP

VC

(SN

16)

1 in 58.0

3.4m

82.0

356

.57

79.3

3979

.389

2.69

2.64

FSA

3

150mmØ uPVC (SN16)

1 in 145

108.6m

82.0

661

.07

79.4

4979

.529

2.61

2.53

FSA

4

81.4

817

0.73

80.2

761.

20FS

A5

Chainage

Finished Surface Level

Invert Level

Depth to Invert

Pipe Gradient

Pipe Length

DATUM R.L.

Existing Ground Level

Finished Surface

78.3

8578

.465

2.29

Existing 150mmØFoul Sewer Main

Inst

all 1

050m

mØ

Man

hole

in e

xist

ing

foul

sew

er li

ne &

conn

ect n

ew fo

ul s

ewer

line

1050

mm

Ø P

reca

stC

oncr

ete

Man

hole

1050

mm

Ø P

reca

stC

oncr

ete

Man

hole

1050

mm

Ø P

reca

stC

oncr

ete

Man

hole

150m

mØ

Ter

min

alM

aint

enan

ce S

haft

Accessway A Accessway B

Lot 6

Edg

e of

Sea

l

Lot 11Lot 5 Lot 12

Lot 1

3

Lot 10

Wes

ton

Rd

Roa

d B

dy


1:750 @ A3

Sheet 4 of 16


No. Revision

1:200 @ A3



Foul Sewer Long SectionSheet 4

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.

P:\JOB FOLDERS\Dunedin Jobs\D11812\Engineering\D11812-6 Engineering - Long & X Sections.dwg Plotted by: Aaron Date Plotted: 08-Dec-17 4:42:21 PM

6D11812

D11812/6/00


For Approval 4/12/2017 - - - - - - - - - -

76.00

Chainage


Invert Level

Depth to Invert

Pipe Gradient

Pipe Length

DATUM R.L.

SW

A3

SW

A2

SW

A1


Finished Surface

Sta

ndar

d H

illsi

de S

ump

150m

mØ

uP

VC

(SN

16) M

aint

enan

ce S

haft

Connect to300mmØ

Helcor culvert(SWB)

SW

B2


Finished level of new road surface

New asphaltdish channelwatertable


SW

B1

SWA3150mmØ

300mmØ Helcor Culvert150mmØ uPVC

1 in 100

2.1m

80.9

40.

0080

.379

80.3

790.

560.

56

225m

mØ

uP

VC

1 in 100

1.1m

81.2

82.

1980

.400

80.4

000.

880.

88(-4

5°)

80.8

53.

6080

.411

79.8

500.

441.

00

1 in 100

10.8m

80.5

40.

0080

.253

80.2

3980

.239

1.00

1.01

1.01

80.6

510

.98

80.3

470.

60

Culvert end cut at 1:3 taper150mm thick in-situ site

concrete (25MPa) aroundculvert outlet. Trowel to smoothfinish. See Detail D, Sheet 15

for construction details





1:100 @ A3

6D11812

D11812/6/00

Sheet 5 of 16


No. Revision


Stormwater Long SectionSheet 5

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1. Culvert and installation shall be in accordance with

the 'Concrete Pipe selection and Installation Guide bythe Concrete Pipe Association of Austalasia' HS2.


1:100 @ A3



For Approval 4/12/2017 - - - - - - - - - -

76.00

Chainage


Invert Level

Depth to Invert

Pipe Gradient

Pipe Length

DATUM R.L.

1 in 100

1.9m

79.2

40.

0079

.707

79.7

07-0

.47

-0.4

7

1 in 101

0.9m

80.3

01.

9879

.726

79.7

0779

.707

0.57

0.59

0.59

(-41°

)80

.12

3.25

79.7

1679

.000

0.40

1.12

150m

mØ

uP

VC

150m

mØ

uP

VC

SW

C2

SW

C1Existing Ground Level

Finished Surface

Sta

ndar

d H

illsi

de S

ump

150m

mØ

uP

VC

(SN

16) M

aint

enan

ce S

haft

Connect to300mmØ

Helcor culvert(SWD)

1 in 100

8.0m

79.8

90.

0079

.595

79.5

950.

600.

60

80.0

98.

2679

.675

79.6

900.

620.

60

SW

D1

300mmØ Helcor Culvert

SW

D2Existing Ground Level

Finished level of new road surface

SWC3150mmØ



SW

C3








Sheet 6 of 16


No. Revision


Stormwater Long SectionsSheet 6

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1. Culvert and installation shall be in accordance with

the 'Concrete Pipe selection and Installation Guide bythe Concrete Pipe Association of Austalasia' HS2.


1:100 @ A31:100 @ A3


6D11812

D11812/6/00


For Approval 4/12/2017 - - - - - - - - - -

C

C'

B

B'

AA

'

H

H'


er


Existing 150mm

Ø Foul Sew

er

Shape & grade turningbay at 3% crossfall to

drain to main accessway

Construct newkerb & channel

Top of Cut Batter (1vt:2hz)


R5.00m

Shape & grade newentranceway to match

existing levels Weston Road

3.50m

5.50

m

3.00m



Existing WD

C W

ater Scheme

Existing WD

C W

ater Scheme


er

Weston R

oad

Future Stage 2 Access Extension

Construct 40mmx150mm H4timber edge around turning bay

Top of Cut Batter (1vt:2hz)Construct40mmx150mm H4

timber edge

Construct40mmx150mm H4

timber edge

Neat saw cut200mm insideexisting edge

of seal

3.50m

Construct40mmx150mmH4 timber edge

10m Taper 1:10m

10m Taper 1:10m

Construct 40mm compactedasphalt (Table Mix 10) over100mm M4/AP40 over200mm AP65 (subject to CBR test)

Existing Top of Bank


Batter back existingTop of Bank (1vt:1.5hz)CH 101.20 - CH 120.39

Existing

Edge of Seal


ROW BProposed Asphalt Accessway

1.0m

1.0m

Existing road shoulder andwatertable to be reconstructedand sealed. See typical CrossSection G-G' & H-H', Sheet 14

for construction details.


culvert.

Reshape, regrade, and align existingwatertable to join to new culvert.


Lot 4

Lot 6

Lot 5

Lot 7

Lot 13

Lot 12

Lot 11

(Future Stage 2)

300mmØHelcor Culvert


0.00

0

TP 2

0.85

2

TP 4

9.32

4

TP 55.342

78.349

10

20304050

60

70

SAG

4.0

23SA

G 4

.023

VTP 63.000

VTP 69.000

New Taper &shoulder to be

sealed with TwoCoat Chipseal(Grade 3 & 5)



Extend two-coat chip seal to newasphalt watertable. See typicalCross Section H-H', Sheet 14.

153.463

80

90

100

110

120

130

140

150

R6.00m

R6.

00m

Batter back existingTop of Bank (1vt:1.5hz)CH 82.75 - CH 101.20

Extent of ROW Bconstruction in

Stage 1 Surveying, Resource Management & EngineeringDunedin 03-4774783 Mosgiel 03-4897107 Balclutha 03-4180470

1:300 @ A3

Sheet 7 of 16


No. Revision

-


Roading Design - ROW BSheet 7

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date








6D11812

11812/6/00


For Approval 4/12/2017 - - - - - - - - - -

E

E'

F

F'

DD

'

G

G'

Existing 400mm Ø Culvert



Shape & grade turningbay at 3% crossfall to

drain to new dish channel

Construct new concretekerb & channel

CH 53.19 - CH 72.93

Construct new concrete dishchannel & join to new

concrete kerb & channelCH 42.14 - CH 53.19

Construct 40mm x 150mm H4timber edge around turning bay

Construct new concretekerb & channel

CH9.56 - CH 42.14

5.00

m

3.00

Shape & grade newentranceway to match

existing levels Weston Road

R5.00m

Existing Underground C

horus Cable

Existing 150mm

Ø

Foul Sewer

Existing Watertable

Existing Watertable

Existing WDCWater Scheme


er

Construct 40mm compactedasphalt (Table Mix 10) over100mm M4/AP40 over200mm AP65 (subject to CBR test)

Batter back existingTop of Bank (1vt:1.5hz)

Batter back existingTop of Bank (1vt:1.5hz)

Weston R

oad

Neat saw cut200mm insideexisting edge

of seal

Existing Edge of Seal

10m Taper 1:10m

10m Taper 1:10m



Proposed Asphalt Accessway

1.0m 3.50m

1.0m 3.50m

300mmØHelcor Culvert

Existing road shoulder andwatertable to be reconstructedand sealed. See typical CrossSection G-G' & H-H', Sheet 14

for construction details.

Road shoulder and existingwater table to be reconstructedand sealed. See typical CrossSections G-G' & H-H' on Sheet

14 for construction details.


culvert.


culvert.

Lot 1

Lot 2

Lot 3Lot 11

Lot 10

(Future Stage 2)

Lot 9

ROW A

0.00

0

TP 6

.102

TP 1

3.54

2

TP 4

3.16

1

TP 52.824

72.933

10

203040

50

60

70

SAG

3.4

89SA

G 3

.489





R6.00m

R6.00m

0.000

10

20

30

40

50

60

70

Extend two-coat chip seal to newasphalt watertable. See typicalCross Section H-H', Sheet 14.

Existing water, electrical &Chorus connections to new

dwelling on Lot 1


1:300 @ A3

Sheet 8 of 16


No. Revision

-


Roading Design - ROW ASheet 8

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date








6D11812

11812/6/00


For Approval 4/12/2017 - - - - - - - - - -

Longsection: ROW B

IP C

H. 6

3.00

0 R

L.81

.266

IP C

H. 6

9.00

0 R

L.81

.467

6Vertical Curve Length

1:-33 1:174 1:16Vertical Geometry

Horizontal Geometry

0.00

81.0

470.

019

81.0

28

4.02

80.9

260.

012

80.9

15

20.0

081

.018

-0.5

4081

.558

20.8

581

.023

-0.5

3881

.561

40.0

081

.134

-0.5

3281

.666

49.3

281

.187

-0.5

0881

.695

55.3

481

.222

-0.5

2981

.751

60.0

081

.249

-0.5

4581

.794

63.0

081

.266

-0.5

5581

.821

66.0

081

.325

-0.5

2081

.845

69.0

081

.467

-0.4

2381

.890

78.3

582

.039

0.00

082

.039

Chainage

Finished Level

Cut(-)/Fill(+) to Finished Level


Datum R.L. 69.00

Roa

d B

ound

ary

CH

10.

59

Wes

ton

Rd

CL

End

of A

cces

sway

Lot 1

3

Finished level ofnew ROW


Proposed150mmØ Foul

sewer

Proposed300mmØ

Helcor Culvert

R50.00m R5.00m


1:500 @ A3

6D11812

D11812/6/00

Sheet 9 of 16


No. Revision


ROW B Long SectionSheet 9

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.


1:250 @ A3



For Approval 4/12/2017 - - - - - - - - - -

Longsection: ROW A

Proposed300mmØ

Helcor Culvert

Vertical Curve Length

1:-33 1:46Vertical Geometry

R20.00m R-5.00mHorizontal Geometry

0.00

80.1

320.

000

80.1

31

3.49

80.0

260.

087

79.9

39

6.10

80.0

82-1

.048

81.1

30

13.5

480

.242

-0.9

4981

.191

20.0

080

.381

-0.9

1281

.293

40.0

080

.812

-0.7

2181

.533

43.1

680

.880

-0.6

4481

.524

52.8

281

.088

-0.3

9281

.480

60.0

081

.243

-0.2

2481

.467

72.9

381

.521

-0.0

0081

.521

Chainage

Finished Level

Cut(-)/Fill(+) to Finished Level


Datum R.L. 69.00

Wes

ton

Roa

d C

L

Roa

d B

ound

ary

CH

9.8

6

End

of A

cces

sway

Lot 1

Finished level ofnew ROW



1:500 @ A3

6D11812

D11812/6/00

Sheet 10 of 16


No. Revision


ROW A Long SectionSheet 10

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.


1:250 @ A3



For Approval 4/12/2017 - - - - - - - - - -

RL 78.00

ROW B

1:2 Cut batterto join existingground level


3% crossfall3% crossfall

Turning Bay

See Detail A Sheet 15for subsoil drain details

5.50m

Lot 5

Lot 12(Future Stage 2)


Cross Section B - B'CH 50.00

Pro

pose

dB

ound

ary

Pro

pose

dB

ound

ary

B B'


4x25mm waterconnections

ChorusFibre Duct

Electricity LV Spare Ductfor Stage 2

Service trench, cover over services,and separation between services tobe in accordance with the respective

utility provider specifications

40mm x 150mm H4timber edge. Timber

Pegs 50mm x 50mm x600mm to be installed

at 750mm centres

See Detail B Sheet 15for subsoil drain details.

Concrete Standard Kerb &Channel as per

NZS4404-2010, Figure 3.7

40mm Asphalt over100mm TNZ M/4 AP40 over300mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade


5.50m


3% Crossfall


NZS4404-2010, Figure 3.7




RL 78.00

Lot 6

Pro

pose

dB

ound

ary


Lot 4

Pro

pose

dB

ound

ary

Cross Section A - A'CH 30.00A A'

Service trench details asper Section B-B', Sheet 11



at 750mm centres See Detail B Sheet 15for subsoil drain details.

6.30m

ROW B


1:50 @ A3

6D11812

D11812/6/00

Sheet 11 of 16


No. Revision


ROW B Cross SectionsSheet 11

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.




1:50 @ A3

For Approval 4/12/2017 - - - - - - - - - -

3% Crossfall40mm x 150mm H4

timber edge. TimberPegs 50mm x 50mm x600mm to be installed

at 750mm centres


Concrete Dish Channel as perNZS 4404-2010, Figure 3.7 to

be constructed at edge ofturning bay over basecourse

as specified. Reinforcing to be3xD12 bars, 50mm cover


Shape at 3% crossfall to drainto new concrete dish channel

1:2 Cut batterto join existingground levelROW A Turning Bay

Berm

0.60m


See Detail C Sheet 15for dish channel &subsoil drain details


RL 78.00E E'Cross Section E - E'

CH 48.00

Lot 10(Future Stage 2)Lot 2

Pro

pose

dB

ound

ary



at 750mm centres


Service trench details as perSection B-B', Sheet 11




40mm Asphalt over100mm TNZ M/4 AP40 over

300mm AP 65(subject to CBR testing)

over Bidim (A19) geotextile laid on subgrade

3% CrossfallConcrete Standard Kerb &

Channel as perNZS4404-2010, Figure 3.7

4.50m


RL 78.00D D'Cross Section D - D'

CH 24.00


Lot 3Lot 2

Pro

pose

dB

ound

ary

Pro

pose

dB

ound

ary

See Detail B Sheet 15for subsoil drain details



at 750mm centres

5.00m


ROW A


1:50 @ A3

6D11812

D11812/6/00

Sheet 12 of 16

Observation Point 2000

No. Revision


ROW A Cross SectionsSheet 12

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.




1:50 @ A3 -

For Approval 4/12/2017 - - - - - - - - - -


NZS4404-2010, Figure 3.7





3.00m


Cross Section C - C'CH 70.00RL 78.00C C'

(CH 55.34 - CH 78.35)



at 750mm centres


Pro

pose

dB

ound

ary

Lot 6



ROW B

RO

W E

asem

ent

Bou

ndar

y

4.50m

To be constructed in Stage 2

Cross Section F - F'CH 60.00RL 78.00F F'


NZS4404-2010, Figure 3.7




3.00m(CH 52.86 - CH 72.93)



at 750mm centres


Service trench detailsas per Section B-B',

Sheet 11


Lot 2

Pro

pose

dB

ound

ary

ROW A

40mm Asphalt over100mm TNZ M/4 AP40 over300mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade R

OW

Eas

emen

tB

ound

ary


1:50 @ A3

6D11812

D11812/6/00

Sheet 13 of 16


No. Revision


ROW A & B Cross SectionsSheet 13

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.




1:50 @ A3

For Approval 4/12/2017 - - - - - - - - - -

Cross Section G - G'CH 35.00RL 77.00G G'

Existing Chip Seal Road Formation(≈ 4% crossfall)

New

Tap

er

Grade back1:1.5 Cut batterto join existingground level

Edge of existing seal to edge of dish channelbe constructed of:2 Coat Chipseal (Grade 3 & 5) over100mm TNZ M/4 AP40 over250mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade

See Detail C Sheet 15for subsoil drain details

Asphalt DishChannel

Neat saw cut200mm inside edge

of existing seal

50mm

600mm

CL

Weston Road

Lot 2

Dish channel be constructed of:40mm Asphalt over100mm TNZ M/4 AP40 over200mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade

Pro

pose

dB

ound

ary

Existing Bank

≈ 13% varies

Cross Section H - H'CH 137.27RL 77.00H H'

See Detail C Sheet 15for subsoil drain details

Upgrade existingwater table to Asphalt

Dish Channel600mm

100mmØ uPVC stormwater drain

SW outlet50mm abovechannel invert

100mm thich in-situ concrete(25MPa) protection around pipeoutlet. Trowel to smooth finish.

Existing Chip Seal Road Formation(≈ 4% crossfall)

CLEdge of existing seal to edge of dish channel be constructed of:2 Coat Chipseal (Grade 3 & 5) over100mm TNZ M/4 AP40 over250mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade

Dish channel be constructed of:40mm Asphalt over100mm TNZ M/4 AP40 over200mm AP 65(subject to CBR testing)over Bidim (A19) geotextile laid on subgrade

Weston RoadLot 7 Pro

pose

dB

ound

ary

0.9mvaries

1.00m

≈ 1:100≈ 13% varies


1:50 @ A3

6D11812

D11812/6/00

Sheet 14 of 16


No. Revision


Road Cross SectionsSheet 14

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.




1:50 @ A3

For Approval 4/12/2017 - - - - - - - - - -

Concrete Dish Channel

Road Subgrade

200mm cleandrainage chip

70mm

0.30m

Detail C - Kerb & Channel Subsoil DrainageScale 1:15

M/4 AP40

AP65

110mmØ perforatedsubsoil pipe

Filter fabric placedto trench perimeter

Dish Channel as perNZS 4404-2010,

Figure 3Reinforcing tobe 3xD12 bars,

50mm cover Asphalt

Road Subgrade

ConcreteKerb & Channel



70mm

0.30m

Detail A - Dish Channel Subsoil DrainageScale 1:15


M/4 AP40

AP65

Asphalt

Kerb & Channel as perNZS 4404-2010, Figure 3.7


70mm

0.30m


Road Subgrade


Detail B - Subsoil Drainage at Edge of SealScale 1:15

M/4 AP40

AP65

Asphalt

0.40m

300mmØ HelcorCulvert end cut

at 1:3 taper

0.40m

0.40m150mm thick in-situconcrete (25MPa)protection around

culvert outlet. Trowelto smooth finish.

0.60

mas

phalt

dish

chan

nel

Asphalt shoulder

Asphaltdrivewayentrance

1.30m

Detail D - Typical Culvert Taper ConstructionScale 1:25

1.10m

300mm

Ø H

elcor

Culvert


as shown

6D11812

D11812/6/00

Sheet 15 of 16


No. Revision


Road DetailsSheet 15

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.



-


For Approval 4/12/2017 - - - - - - - - - -

1

2

Lot 5

Lot 4

Lot 11(Stage 2)

Lot 12(Stage 2)

3

ROW A

Turning Circle for 85% vehicle, turning radius 5.8mROW A - Turning Circle

1

2

3

Lot 3

Lot 2

Lot 10(Stage 2)

ROW B

Turning Circle for 85% vehicle, turning radius 5.8mROW B - Turning Circle


1:150 @ A3

6D11812

D11812/6/00

Sheet 16 of 16


No. Revision

-


Turning Circles85th Percentile Vehicle

Sheet 16

Plan No.Job No.

Drawing

Revision


Project Title

Sheet Title

Status Date

Notes1.




For Approval 4/12/2017 - - - - - - - - - -

Documents

Status Date DRAWING STATUS: For Approval 4/12/2017