PARADISO (KENNEDY ROAD) LP - classicdevelopments.co.nz · paradiso holdings ltd. pyes pa - tauranga. paradiso holdings ltd. pyes pa - tauranga. paradiso holdings ltd. pyes pa - tauranga

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KENNEDY

LAKE

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BLVD

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TIMU

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PYES

PA R

OAD

HEIGHTS

MORTLAKE

ROAD

LOCALITY PLAN

PROJECT No. TYPE REVWBS DISC NUMBER

DRAWING No.

DATESIZE

A1

KENNEDY ROAD SUBDIVISION

PYES PA - TAURANGA

STAGE 3B CIVIL DESIGN

CONSTRUCTION/APPROVAL

245883 0000 DRG CC 2000 114.11.17

A person using the Aurecon drawings and other data accepts the risk of using the drawings and other data:1. In electronic form without requesting and checking them for accuracy against the original hard copy versions;2. For any purposes not agreed to in writing by Aurecon.Wherever a discrepancy in the contract documents is found and unless directed otherwise by the Principal/Engineer, the contractor shalladopt, at their own cost the greater quantum, class of finish, grade, or specification where applicable.

ABN: 54 005 139 873

PARADISO (KENNEDY ROAD) LPFil

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AERIAL IMAGE NOTE:SOURCED FROM THE LINZ DATA SERVICE https://data.linz.govt.nz/layer/1753-bay-of-plenty-0125m-urban-aerial-photos-2010-2011 AND LICENSED BY BOPLASS LTDAND GISBORNE DISTRICT COUNCIL DISTRICT COUNCIL FOR RE-USE UNDER THE CREATIVE COMMONS ATTRIBUTION 3.0 NEW ZEALAND LICENCE.

CLIENT

DATE

TITLE

REVISION DETAILSDATEREV APPROVED

CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1

.PARADISO HOLDINGS LTD

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KENNEDY ROAD SUBDIVISIONPYES PA - TAURANGA

STAGE 3B CIVIL DESIGNDRAWING INDEX

245883 0000 DRG CC 2001 3

NOT TO SCALEFOR CONSTRUCTION

L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17

0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 REVISIONS UPDATED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER

CIVIL DRAWING INDEXDRAWING NUMBER DRAWING TITLE REVISION

245883-0000-DRG-CC-2000 COVER SHEET 1

245883-0000-DRG-CC-2001 DRAWING INDEX 3

245883-0000-DRG-CC-2002 GENERAL NOTES 1

245883-0000-DRG-CC-2110 DESIGN LANDFORM PLAN 2

245883-0000-DRG-CC-2200 ROAD LAYOUT PLAN OVERALL 2

245883-0000-DRG-CC-2201 ROAD LAYOUT PLAN SHEET 1 2




245883-0000-DRG-CC-2205 ROAD MARKING PLAN SHEET 1 2




245883-0000-DRG-CC-2210 ROAD LONGITUDINAL SECTIONS - SHEET 1 1



245883-0000-DRG-CC-2220 TYPICAL ROAD CROSS SECTIONS 2

245883-0000-DRG-CC-2230 TYPICAL KERB AND FOOTPATH DETAILS 1

245883-0000-DRG-CC-2240 ROAD INTERSECTION DETAIL AT JUNCTION OF ROAD 2 AND 8 1

CIVIL DRAWING INDEXDRAWING NUMBER DRAWING TITLE REVISION

245883-0000-DRG-CC-2300 DRAINAGE LAYOUT PLAN 3

245883-0000-DRG-CC-2301 OVERLAND FLOW PATH LAYOUT PLAN 1

245883-0000-DRG-CC-2302 OVERLAND FLOW PATH DETAILS 2

245883-0000-DRG-CC-2310 STORMWATER LONGITUDINAL SECTIONS - SHEET 1 1



245883-0000-DRG-CC-2320 SANITARY SEWER LONGITUDINAL SECTIONS - SHEET 1 1



245883-0000-DRG-CC-2330 DRAINAGE DETAILS 1

245883-0000-DRG-CC-2400 WATER RETICULATION LAYOUT PLAN 2

245883-0000-DRG-CC-2401 WATER RETICULATION LAYOUT PLAN - SHEET 1 2




1

245883-0000-DRG-CC-2500 COMBINED SERVICES PLAN - SHEET 1 2




245883-0000-DRG-CC-2600 SERVICE TRENCH CROSSINGS - CROSS SECTIONS -

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

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STAGE 3B CIVIL DESIGNGENERAL NOTES

245883 0000 DRG CC 2002 1

1:250 (A1) FOR CONSTRUCTION

L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17

0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR

1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE PROJECT DRAWINGS AND SPECIFICATIONS AND CURRENT LOCAL AND REGIONALAUTHORITY GUIDELINES. ANY CONFLICT BETWEEN THE PROJECT DOCUMENTS AND COUNCIL STANDARDS SHALL BE RAISED WITH THEENGINEER FOR RESOLUTION, PRIOR TO CONSTRUCTION.

2. ALL DIMENSIONS SHOWN ON THESE DRAWINGS ARE METRIC UNLESS NOTED OTHERWISE.3. CADASTRAL BOUNDARIES SHOWN HAVE BEEN SOURCED FROM LANDONLINE XML DATA AND ARE SUBJECT TO SURVEY.4. TOPOGRAPHICAL SURVEY INFORMATION IS FROM AURECON SURVEY CARRIED OUT ON: 25 MAY 2015.5. THE ORIGIN FOR THE SURVEY IS:

TCC BM 1024 RL = 45.515mVERTICAL CONTROL - MOTURIKI 1953 DATUMHORIZONTAL CONTROL- NZGD2000 BAY OF PLENTY CIRCUIT.ORIGIN: OIB I DPS 47774 (DHPY)

6. THE LOCATIONS OF UNDERGROUND SERVICES SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON INFORMATIONPROVIDED BY LOCAL AUTHORITIES AND/ OR NETWORK UTILITY OPERATORS.NO LIABILITY IS ACCEPTED FOR THE ACCURACY OR COMPLETENESS OF THE PLOTTED SERVICES. OTHER UNDERGROUND OR OVERHEADSERVICES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL SERVICES USINGNETWORK UTILITY AUTHORITY DATA AND HAVE ALL SERVICES MARKED OUT ACCURATELY ON SITE USING UTILITY AUTHORITY ON SITELOCATION SERVICES PRIOR TO COMMENCING ANY GROUND DISTURBANCE.

7. THE SETOUT OF THE CONTRACT WORKS SHALL BE BASED ON 2 BENCHMARKS.8. THE CONNECTION POINTS TO ALL OF THE SITE INFRASTRUCTURE SHALL BE CONFIRMED PRIOR TO UNDERTAKING ANY CONSTRUCTION.9. AERIAL IMAGE NOTE: SOURCED FROM THE LINZ DATA SERVICE ttps://data.linz.govt.nz/layer/1753-bay-of-plenty-0125m-urban-aerial-photos-2010-2011

AND LICENSED BY BOPLASS LTD AND GISBORNE DISTRICT COUNCIL FOR RE-USE UNDER THE CREATIVE COMMONS ATTRIBUTION 3.0 NEWZEALAND LICENCE.

NOTES

5000

552553554555556557558559501502503504506507508

510

512

514

6500

509

511

513

565

564 563 562

517 518 519520 521

522523524525526

529

546

547

548

549

550

551

567 568 569

505

531 532 533 534 535 536 537 538

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001

TO VEST AS LOCALPURPOSE RESERVE

PROPOSED FUTURELOCAL PURPOSERESERVE AREA

530540

566

561 560

539


STAGE 3B1 STAGE 3B2

STAGE3B2

STAGE3B1

STAGE3B2

STAGE3B1

HATCHED AREAINDICATES EXTENT OFFUTURE DESIGN NOTINCLUDED IN THISAPPROVAL

57.82

57.47

57.405

57.24

57.07

56.895

56.72

56.82

57.01

58.69

58.585 58.36 58.11 57.86 57.615 57.365 57.005

57.01557.2357.4557.66557.88558.1

59.235

58.935 58.83 58.61 58.385 58.16 57.94 58.015

57.79558.00558.21558.425

57.11557.36557.6157.8658.12

58.63558.845

58.3659.13

59.24

59.1358.43

58.83

58.28

58.67

58.14

58.5158.35

58

57.9

58.06

58.16

58.16 58.25 58.4 58.55 58.7 58.84 58.9457.5

57.5

57.6

57.5

57.0 57.87 58.12 58.27 58.41 58.81

58.6958.0957.8657.6357.41

55.4456.58 57.03 57.31 57.50 57.68 57.87 58.05 58.23 58.35 58.35 58.29 58.10 57.58 57.38 57.20

54.5 55.0

55.5

55.5 56.0

56.0

56.0

56.0 56.5

56.5

56.556.5

56.5

56.5

57.0

57.0

57.0

57.0

57.0

57.0

57.0

57.0

57.0

57.0

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

57.5

58.0

58.0

58.0

58.0

58.0

58.0

58.0

58.058.0

58.0

58.0

58.0

58.0

58.0

58.5

58.5

58.5

58.5

58.5

58.5

58.5

58.5

58.5

58.558.5

58.5

58.5

59.0

59.0

59.0

59.0

59.0

59.0

59.0

59.0

59.0

59.5

59.5

59.5

ROAD 2

ROAD 10

ROAD 10

ROAD 7

ROAD 9

ROAD 11

ROAD

8

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

305mm RIB RAFT FLOOR SLAB

330

50

25mm SAND BLINDING

50mm TOP SOIL

SUBGRADE

TYPICAL RELATIVE SITE LEVELS1:10

SUBGRADELEVEL

FFL

DESIGNLEVEL

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


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STAGE 3B CIVIL DESIGNDESIGN LANDFORM PLAN

245883 0000 DRG CC 2110 2

1:500 & 1:10 (A1) FOR CONSTRUCTION

L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17

0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER

LEGEND

NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTYCONTOURS AT 0.25m INTERVALS

STAGE BOUNDARYDESIGN MAJOR CONTOURSDESIGN MINOR CONTOURSLOT NUMBERDESIGN LEVEL

49.0

52955.44

0

SCALE 1:500

5 10 20m 0

SCALE 1:10

100 400mm200

0 10

20 30 40 50 60 70 80 90 100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360

370

380

390

110

120

130

0

10

20

30

0 10 20 30 40 50 60 70 80 90 100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

370

380

384

0

10

20

30

40

50

60

70

80

90

100

110

120

130

140

150

0

10 20 30 40 50 60 70 80 90 100

110

120

130

140

148

0 10 20 30 40 50 60 70 80 90 100

110

120

130

140

150

160

170

180

190

200

210

220

230

235

0

10203040506070809010011

0

120

130

140

150

160

170

180

190

200

210

220

230

240

250

260

264

ROAD 2

ROAD 10

ROAD 10

ROAD 7

ROAD 9

ROAD 11

ROAD

8

350

360

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

56.0

56.0

56.5

57.0 57.5

57.5

57.5

58.0

58.0

58.0

58.5

58.5

58.5

59.0

57.5

58.5 58.0 57.5

12.5m

16.0m12

.5m

12.5m

16.0m 16.0m

12.5m12.5m

552553554555556557558559501502503504506507508

510

512

514

6500

509

511

513

565

564 563 562

517 518 519520 521

522523524525526

529

546

547

548

549

550

551

567 568 569

505

531 532 533 534 535 536 537 538

12.5m

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



530540

566

561 560

16.0m539


STAGE 3B1 STAGE 3B2

STAGE3B2

STAGE3B1

STAGE3B2

STAGE3B1


CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

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STAGE 3B CIVIL DESIGNROAD LAYOUT PLAN OVERALL

245883 0000 DRG CC 2200 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


LEGENDSTAGE BOUNDARYROAD CENTRELINEPAVEMENT TYPE 1PAVEMENT TYPE 3KERB AND CHANNEL

NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR DETAIL OF ROAD JUNCTION WITH ROAD 2 REFER TO

DRAWING CC-22404. ROAD CONTOURS AT 0.25m INTERVALS5. PAVEMENT TYPE 3 TO HAVE SAW CUT JOINTS EVERY 4m.

PROPOSED STREETLIGHTROAD MAJOR CONTOURSROAD MINOR CONTOURSSTREET NAME SIGN

0

SCALE 1:500

5 10 20m

AutoCAD SHX Text

P

0 10 20 30 40 50 60 70 80 90 100

110

120

130

140

150

160

170

180

190

80

90

100

110

120

130

140

150

0

10 20

130

140

150

160

170

180

190

200

210

220

230

240

250

260

264

ROAD 10

ROAD 7

ROAD

8

CONT

INUE

D SH

EET

2

CONTINUED SHEET 3

56.0

57.057.5

58.0

58.0

58.5

16.0m

12.5m

16.0m

12.5m512

514

6500

511

513

565

564 563562

517 518 519

520521

522523524525526

529

567 568 569

531 532 533 534 535 536 537 538530

566

561 560

539

STAGE 3B1

2m WIDE EXPOSEDAGGREGATE FOOTPATH

SAW CUT EXISTING SEAL

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

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STAGE 3B CIVIL DESIGNROAD LAYOUT PLAN

SHEET 1

245883 0000 DRG CC 2201 2


L.O'SULLIVAN

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R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17






0

SCALE 1:250

2.5 5 10m

HATCHED AREA INDICATESKENNEDY ROAD BY OTHERS

-2240

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

370

380

384

20 30 40 50 60 70 80 90 100

110

120

130

140

148

160

170

180

190

200

210

220

230

235

ROAD 11

CONT

INUE

D SH

EET

1

CONTINUED SHEET 4

350

360

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

56.0

56.5

57.5

57.5

57.5

16.0m

12.5m

546

547

548

549

550

12.5m

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



540

16.0m


STAGE 3B2

STAGE3B2

STAGE3B1

HATCHED AREA INDICATES EXTENT OF FUTUREDESIGN NOT INCLUDED IN THIS APPROVAL

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

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SHEET 2

245883 0000 DRG CC 2202 1


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N.RAYNOR29.09.17






0

SCALE 1:250

2.5 5 10m

10

20 30 40 50 60 70 80 90 100

110

120

130

140

150

160

170

180

190

200

58.0

58.0

58.5

58.5

59.0

12.5m

16.0m

12.5m

12.5m

559501

502503504506507508

510

512

514

509

511

513

565

564 563562

517 518 519

520521

567 568 569

505

566

561 560

STAGE 3B1

STAGE3B2

STAGE3B10

10

20

30

40

50

60

70

80

90

100

110

120

0

10 20

0 10 20

0

102030405060708090100

110

120

130

140

150

160

170

180

190

200

210

220

230

240

250

260

264

ROAD 2

ROAD 10

ROAD 10

ROAD

8

CONTINUED SHEET 1

CONT

INUE

D SH

EET

4

CONT

INUE

D SH

EET

3

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

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SHEET 3

245883 0000 DRG CC 2203 2


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0

SCALE 1:250

2.5 5 10m

200

210

220

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260

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310

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330

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350

360

370

380

390

400

0

20 30 40 50 60 70 80 90 100

110

120

130

140

148

20 30 40 50 60 70 80 90 100

110

120

130

140

150

160

170

180

190

200

ROAD 9

ROAD 11

CONTINUED SHEET 2

CONT

INUE

D SH

EET

4

CONT

INUE

D SH

EET

3

57.5

57.5

58.5 58.0 57.5

12.5m

12.5m

552553554555556557558559

548

549

550

551

12.5m

577

570 571 572 573 574 576575

583 582 581 580 579 578

584 585 586 587 588 589 590

CLIENT

DATE

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DRAWING No.

SCALE SIZE

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SHEET 4

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SCALE 1:250

2.5 5 10m

ROAD 10

ROAD 7

ROAD

8

CONT

INUE

D SH

EET

2

CONTINUED SHEET 3

HATC

HED

AREA

INDI

CATE

SKE

NNED

Y RO

AD B

Y OT

HERS

512

514

6500

511

513

565

564 563562

517 518 519

520521

522523524525526

529

567 568 569

531 532 533 534 535 536 537 538530

566

561 560

539

STAGE 3B1

100mm WIDE WHITE LINE1m LONG WITH 3m GAP

PAINTED GIVEWAY SYMBOL(4m x 1.8m)

100mm WIDE CONTINUOUSWHITE LINE (30m LONG)

RG-6 GIVEWAY SIGN


300mm WIDE CONTINUOUSWHITE LINE

1.5m

6.0m

6.0m






PAINTED GIVEWAY SYMBOL

(4m x 1.8m)


(4m x 1.8m)

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN



1.5m

6.0m 6.0m

6.0m

6.0m

1.5m 1.5m

RG-17-1 KEEPLEFT SIGN

RG-6 GIVEWAY SIGN

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

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\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

205.D

WG

11/5/

2018

3:58

:54 P

MNZ

TRG


STAGE 3B CIVIL DESIGNROAD MARKING PLAN

SHEET 1

245883 0000 DRG CC 2205 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17



NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY

SAW CUTS (EVERY 4m)PROPOSED STREETLIGHTSTREET NAME SIGNS

0

SCALE 1:250

2.5 5 10m

ROAD 11

CONT

INUE

D SH

EET

1

CONTINUED SHEET 4

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

546

547

548

549

550

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



540


STAGE 3B2

STAGE3B2

STAGE3B1









(4m x 1.8m)


(4m x 1.8m)

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN






6.0m 6.0m

1.5m

6.0m

6.0m1.5m

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

206.D

WG

11/5/

2018

3:59

:05 P

MNZ

TRG



SHEET 2

245883 0000 DRG CC 2206 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17





0

SCALE 1:250

2.5 5 10m

ROAD 2

ROAD 10

ROAD 10

ROAD

8

CONTINUED SHEET 3

CONTINUED SHEET 1

CONT

INUE

D SH

EET

4

CONT

INUE

D SH

EET

3

HATC

HED

AREA

INDI

CATE

SKE

NNED

Y RO

AD B

Y OT

HERS

559501

502503504506507508

510

512

514

509

511

513

565

564 563562

517 518 519

520521

567 568 569

505

566

561 560

STAGE 3B1

STAGE3B2

STAGE3B1







(4m x 1.8m)



(4m x 1.8m)

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN

RG-6 GIVEWAY SIGN





6.0m

6.0m

1.5m1.5m

6.0m

6.0m

1.5m1.5m


CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

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\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

207.D

WG

11/5/

2018

3:59

:14 P

MNZ

TRG



SHEET 3

245883 0000 DRG CC 2207 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17





0

SCALE 1:250

2.5 5 10m

ROAD 9

ROAD 11

CONTINUED SHEET 4

CONTINUED SHEET 2

CONT

INUE

D SH

EET

3

552553554555556557558559

547

548

549

550

551

577

570 571 572 573 574 576575

583 582 581 580 579 578

584 585 586 587 588 589 590

STAGE 3B2

STAGE3B2








(4m x 1.8m)


RG-6 GIVEWAY SIGN



6.0m

6.0m1.5m

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

208.D

WG

11/5/

2018

3:59

:23 P

MNZ

TRG



SHEET 4

245883 0000 DRG CC 2208 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17





0

SCALE 1:250

2.5 5 10m

CRES

T RL

59.1

SAG

RL 58

.45

SAG

RL 58

.12

VC6m VC30m VC6mVERTICAL(-3%) (1.54%) (-1.25%) (2.14%)ALIGNMENT

1:-33.31 1:65.14 1:-80.19 1:46.79

HORIZONTAL STR333.18mALIGNMENT

0.00

-0.36

58.29

58.65

4.69

-0.32

58.19

58.51

8.66

-0.33

58.13

58.45

10.69

-0.37

58.10

58.47

20.00

-0.47

58.14

58.61

40.00

0.17

59.09

58.92

43.31

0.37

59.34

58.97

59.86

0.67

59.77

59.10

60.00

0.67

59.77

59.10

73.31

0.98

59.99

59.01

80.00

1.11

60.04

58.93

100.0

01.2

859

.9658

.68

120.0

01.9

860

.4158

.43

140.0

01.4

959

.6858

.18

144.0

21.5

359

.6658

.1314

6.23

1.58

59.70

58.12

150.0

21.5

459

.7058

.1615

2.56

1.21

59.42

58.21

CHAINAGE

DEPTH OF CUT/FILL(FROM EXISTING)

EXISTING GROUND

DESIGN CL

Datum RL50.0

ROAD 8 LONGITUDINAL SECTIONHORIZONTAL 1:500

VERTICAL 1:100

EXISTING GROUNDFINISHED ROAD LEVEL

CRES

T RL

58.21

SAG

RL 54

.99

VC6m VC30m VC30mVERTICAL(-2.99%) (3.74%) (1.14%) (-1.2%)ALIGNMENT1:-33.42 1:26.72 1:88 1:-83.65


0.00

-0.32

54.86

55.18

5.02

0.29

55.32

55.03

7.69

0.55

55.54

54.99

11.02

0.70

55.75

55.05

20.00

0.56

55.95

55.39

40.00

-0.46

55.68

56.14

48.07

-0.74

55.70

56.44

60.00

-0.74

56.09

56.82

78.07

-0.87

56.30

57.17

80.00

-0.90

56.30

57.19

100.0

0-1

.2256

.2057

.42

120.0

0-0

.6756

.9757

.65

140.0

00.3

458

.2157

.87

160.0

02.5

960

.6958

.1016

2.46

2.73

60.86

58.13

177.0

81.2

859

.5058

.2118

0.00

0.69

58.90

58.21

192.4

6-0

.3257

.8158

.12

200.0

0-0

.2257

.8158

.03

220.0

0-0

.3857

.4157

.79

240.0

0-0

.5656

.9957

.55

260.0

0-0

.7656

.5557

.31

280.0

0-0

.6456

.4457

.07

300.0

0-0

.0956

.7456

.84

320.0

0-0

.0456

.5656

.60

340.0

0-0

.1056

.2656

.36

360.0

0-0

.3055

.8256

.12

CHAINAGE


EXISTING GROUND

DESIGN CL

Datum RL50.0


VERTICAL 1:100

EXISTING GROUND

FINISHED ROAD LEVEL

SAG

RL 55

.92

VC6mVERTICAL(-1.2%) (3%)ALIGNMENT1:-83.65 1:33.33


340.0

0-0

.1056

.2656

.36

360.0

0-0

.3055

.8256

.12

375.4

0-0

.1655

.7855

.9337

7.11

-0.10

55.82

55.92

380.0

0-0

.0355

.9355

.9538

1.40

0.07

56.05

55.99

384.4

156

.05

CHAINAGE


EXISTING GROUND

DESIGN CL

Datum RL51.0


VERTICAL 1:100

EXISTING GROUND

FINISHED ROAD LEVEL

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

210.D

WG

11/5/

2018

3:59

:28 P

MNZ

TRG


STAGE 3B CIVIL DESIGNROAD LONGITUDINAL SECTIONS

SHEET 1

245883 0000 DRG CC 2210 1

AS SHOWN (A1) FOR CONSTRUCTION

L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2

NOTESVERTICAL DATUM: MOTURIKI 1953HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY


VERTICAL 1:100

SAG

RL 57

.75

VC6m VC20m VC6mVERTICAL(-3%) (-0.79%) (0.78%) (2.97%)ALIGNMENT

1:-33.33 1:-126.4 1:127.56 1:33.63

R 12m R 12mHORIZONTAL STR103.23m STR20.1m STR103.23mALIGNMENT

00.6

759

.7859

.113

-0.39

58.63

59.02

9-0

.5658

.3558

.9

20-1

.357

.5258

.82

40-1

.8456

.8158

.66

60-1

.8356

.6758

.5

80-1

.4656

.8858

.34

100

-0.66

57.52

58.18

103.2

3-0

.5357

.6258

.16

120

-0.2

57.82

58.02

122.0

8-0

.2557

.7658

.01

140

-0.58

57.28

57.87

142.1

8-0

.5957

.2657

.85

149.8

8-0

.6557

.1457

.79

159.9

3-0

.8756

.8857

.7516

0-0

.8756

.8857

.7516

1.03

-0.89

56.85

57.75

169.8

8-1

.1556

.6457

.79

180

-1.39

56.47

57.87

200

-1.35

56.68

58.02

220

-1.14

57.04

58.18

240

0.41

58.74

58.34

250.1

71.3

59.72

58.42

256.1

71.5

760

.158

.53

260

1.460

.0458

.64

264.2

71.2

660

.0358

.77

CHAINAGE


EXISTING GROUND

DESIGN CL

Datum RL52.0

EXISTING GROUND

FINISHED ROAD LEVEL

SAG

RL 56

.4

VC6m VC6mVERTICAL(-2.85%) (-1.15%) (3.01%)ALIGNMENT1:-35.13 1:-86.99 1:33.22

R -12mHORIZONTAL STR134.82m STR81.3mALIGNMENT

00.6

759

.7859

.112.6

80.9

259

.9559

.03

8.68

1.09

6058

.91

201.2

560

.0358

.78

401.4

459

.9958

.55

601.7

560

.0758

.32

802.2

60.29

58.09

100

1.82

59.68

57.86

120

2.44

60.07

57.63

134.8

23

60.46

57.46

140

2.56

59.96

57.4

153.6

71.6

758

.9257

.24

160

1.77

58.94

57.17

180

1.31

58.25

56.94

200

0.49

57.2

56.71

220

0.09

56.57

56.48

226.2

80.1

156

.5256

.4122

7.94

0.12

56.52

56.4

232.2

80.0

856

.5456

.4623

4.97

-0.06

56.48

56.54

CHAINAGE


EXISTING GROUND

DESIGN CL

Datum RL51.0


VERTICAL 1:100

EXISTING GROUND

FINISHED ROAD LEVEL

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

211.D

WG

11/5/

2018

3:59

:32 P

MNZ

TRG



SHEET 2

245883 0000 DRG CC 2211 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


SAG

RL 56

.73

VC6m VC6mVERTICAL(-3.07%) (-1.4%) (2.98%)ALIGNMENT1:-32.62 1:-71.65 1:33.5


01.2

660

.0358

.772.6

91.3

560

.0458

.69

8.69

1.54

60.09

58.55

201.7

760

.1658

.4

401.8

559

.9658

.12

602.0

459

.8757

.84

802.8

860

.4457

.56

100

3.54

60.82

57.28

120

2.83

59.83

57

138.1

21.9

558

.6956

.7514

01.8

258

.5556

.7314

0.03

1.82

58.55

56.73

144.1

21.4

758

.2656

.7914

7.77

57.97

CHAINAGE


EXISTING GROUND

DESIGN CL

Datum RL50.0


VERTICAL 1:100

EXISTING GROUNDFINISHED ROAD LEVEL

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

212.D

WG

11/5/

2018

3:59

:38 P

MNZ

TRG



SHEET 3

245883 0000 DRG CC 2212 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


BOUN

DARY

BOUN

DARY

1.5m 3.0m 2.3m

CL

BERM BERM BERMFOOTPATH

STAN

DARD

KER

BAN

D CH

ANNE

L

LANE1.0m 1.7m

LANE

2%3%

3%3%3%

3%POW

ER

WAT

ER

STOR

MWAT

ER

SEW

ER

FIBR

E

3.0m

12.5m

BDY TO BDY

150mm GAP40 BASECOURSE125mm GAP65

MIN SUBGRADE STRENGTH CBR 5

REFER DRAWING CC-2230FOR FOOTPATH DETAILS(PAVEMENT TYPE 3)

STAN

DARD

KER

BAN

D CH

ANNE

L

500

1000

500

750

800

1100

HV P

OWER

(WHE

RE R

EQUI

RED)

POW

ER

WAT

ER

FIBR

E

500

1000

500

750

800

1100

HV P

OWER

(WHE

RE R

EQUI

RED)

450mm DEPTH SUBSOIL DRAIN TO BECONSTRUCTED. CONNECT SUBSOILDRAIN TO EACH CESSPIT.(IF REQUIRED IN CUT AREAS)

SUBSOIL DRAIN

25mm ASPHALTIC CONCRETE DG7ON WATERPROOF MEMBRANE SEAL

PAVEMENT TYPE 1 - ROAD 9, 10 AND 111:25

200 300 300 200

BOUN

DARY

STOR

MWAT

ER

16.0m

BOUN

DARY

1.5mBERM BERMFOOTPATH1.8m 1.7m

LANE

2%3%

3%3%

SEW

ER

3.0m

STAN

DARD

KER

BAN

D CH

ANNE

LBDY TO BDY

5.0m

150mm GAP40 BASECOURSE125mm GAP65

MIN SUBGRADE STRENGTH CBR 5

1.5mBERMBERM

1.8m1.7mLANE

2%3%

3%3%

3.0m

STAN

DARD

KER

BAN

D CH

ANNE

L

CL

450mm DEPTH SUBSOIL DRAIN TO BECONSTRUCTED. CONNECT SUBSOILDRAIN TO EACH CESSPIT.(IF REQUIRED IN CUT AREAS)

SUBSOIL DRAIN

5.0m

500

1300

750

800

POW

ER

WAT

ER

FIBR

E

1100

HV P

OWER

(WHE

RE R

EQUI

RED)

1000500

1300

500

750

800

POW

ER

WAT

ER

FIBR

E

1100

HV P

OWER

(WHE

RE R

EQUI

RED)

PAVEMENT TYPE 1 - ROAD 7 AND 81:25

25mm ASPHALTIC CONCRETE DG7ON WATERPROOF MEMBRANE SEAL

1000

500

BOUN

DARY

1.5mBERM BERMFUTURE FOOTPATH

0.8m - 1.0m 0.5m

2% 3%3%

LV P

OWER

WAT

ER

FIBR

E

700

STAN

DARD

KER

BAN

D CH

ANNE

L

2500

500

750

APPR

OX. 1

000

500

KENNEDY ROAD - SERVICES LOCATION1:25

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

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\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

220.D

WG

11/5/

2018

3:59

:44 P

MNZ

TRG


STAGE 3B CIVIL DESIGNTYPICAL ROAD CROSS SECTIONS

245883 0000 DRG CC 2220 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17

0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 FIBRE AND POWER LOCATIONS AMENDED N.RAYNOR

NOTE:1. REFER TO DRAWING CC-2200 FOR ROAD LAYOUT PLAN.2. REFER TO DRAWING CC-2230 FOR KERB DETAILS.3. SUBSOIL DRAINS TO BE INSTALLED UNDER ALL KERB AND

CHANNEL. DRAINS TO BE CONNECTED INTO CESSPITS. (REFERTO DWG CC-2230 FOR DETAIL.)

0

SCALE 1:25

500250 1000mm

425

12525

200

95

125

280

KERB AND CHANNEL1:10

HOROTIU MIX EXPOSEDAGGREGATE FINISH

30mm GRANULAR BEDDING

PAVEMENT TYPE 3 - FOOTPATH1:10

100mm 17.5MPa CONCRETE FOOTPATH(125mm THICK AT VEHICLE CROSSINGS)

TRENCH WALLS TO BE LINEDWITH GEOTEXTILE MATERIALWITH 200mm OVERLAP

450

300

250

MIN

100

MIN

100mmØ PERFORATED PIPE

WELL GRADED DRAINAGEMETAL HAND COMPACTED INMAX 150mm THICK LAYERS

SUBSOIL DRAIN FOR KERBS1:10

REFER TO TCC STANDARD DETAIL T420

12525

200

300

100

KERB AND FOOTING1:10

5

0

SCALE 1:10

100 400mm200

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


NOTE:1. REFER TO DRAWINGS CC-2200 TO 2204 INCLUSIVE FOR ROAD

LAYOUT PLAN.2. REFER TO DRAWINGS CC-2220 FOR TYPICAL ROAD AND ROW

CROSS SECTIONS.


STAGE 3B CIVIL DESIGNTYPICAL KERB AND FOOTPATH DETAILS

245883 0000 DRG CC 2230 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


10.32.0 2.0 6.3

2.0

3.1

1.5

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

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\2458

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000-

DRG-

CC-2

240.D

WG

11/5/

2018

3:59

:59 P

MNZ

TRG


STAGE 3B CIVIL DESIGNROAD INTERSECTION DETAIL

AT JUNCTION OF ROAD 7 AND KENNEDY ROAD

245883 0000 DRG CC 2240 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:50

1000500 2000mm

NOTE:1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. FOR ROAD LAYOUTS REFER TO DRAWINGS CC-2200 TO 2204

INCLUSIVE

LEGENDPAVEMENT TYPE 1

PAVEMENT TYPE 3

KERB AND CHANNEL

ISLAND KERB

NEW STREETLIGHT

3.0


PAINTED GIVEWAY SYMBOL(4m x 1.6m)300mm WIDE

CONTINUOUSWHITE LINE

RG-6 GIVEWAY SIGN


PRAM CROSSING

20 MPa CONCRETE HALF BLACK5kg/m³ BLACK OXIDE WITHBROOM FINISH TO ISLAND

RG-6 GIVEWAY SIGN




PRAM CROSSING

KENN

EDY

ROAD

6.06.0

NEW ROAD 7 TO BE TIEDINTO KENNEDY ROAD.KERB REMOVED WHERENECESSARY TO ACHIEVEJUNCTION.

NEW KERB TO MERGE INTOKENNEDY ROAD KERB LINE

NEW KERB TO MERGE INTOKENNEDY ROAD KERB LINE

ROAD 7

6.0

LEGENDSTORMWATER MANHOLE

STORMWATER LINE

STORMWATER MANHOLE LABEL

CATCHPIT

DOUBLE CATCHPIT

SANITARY SEWER MANHOLE

SANITARY SEWER RODDING EYE

SANITARY SEWER LINE

SANITARY SEWER EXTRA DEPTH

SANITARY SEWER MANHOLE LABEL

STAGE BOUNDARIES

SW

S

RE

CP2-1

DCP3-1

AA6

EXISTING SERVICES COLOURED GREY

8/1S

ROAD 2

ROAD 10

ROAD 10

ROAD 7

ROAD 9

ROAD 11

ROAD

8

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

5000

552553554555556557558559501502503504506507508

510

512

514

6500

509

511

513

565

564 563 562

517 518 519520 521

522523524525526

529

546

547

548

549

550

551

567 568 569

505

531 532 533 534 535 536 537 538

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



530 540

566

561 560

539


STAGE 3B1 STAGE 3B2

STAGE3B2

STAGE3B1

STAGE3B2

STAGE3B1


SWSW

SWSW

SW

SW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW

SW SW SW SW SW SW

SWSW

SWSW

SWSW

SWSW SW SW

SW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SWSW

SWSWSWSWSWSWSWSWSW

SWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SW

SW

SWSWSW

SW

SWSWSW

SS

SS

SS

SS S S S S S S S

S S S S S S S

SS

SS

SS

S

SSSSSSSSSS

SSSSSSSSSS

SS

SS

150mmØ15

0mmØ

150m

mØ

150mmØ

150mmØ

150m

mØ15

0mmØ

150mmØ

150mmØ

150mmØ

150mmØ150mmØ

150mmØ 150mmØ 150mmØ

150m

mØ

450mmØ 375mmØ 300mmØ

375m

mØ37

5mmØ

300mmØ

300mmØ

825mmØ525mmØ450mmØ300mmØ

525m

mØ45

0mmØ

300mmØ

300mmØ

375m

mØ30

0mmØ

300mmØ

300mmØ

S S S S

9/1

9/2 9/3

10/1

10/2 10/3

9/4

11/1 13/2

12/412/2

12/1

9/69/5 BA1BA2

BB2

BB3

BC3

BA3BA4

BD4

BE2

BD5

AA3

AC1AB1

AA2

AB2 AB3

C1BA5

BD1

BB1

BC1

SW

SW

SW

SW SW

SW

SW

SW SW SWSWSW

SWSW

SW SW SW

SWSW

SWSW SW SW

SW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SS

SS

SS

SS

SS

SS

SS

SS

SS

14/1

SWSW

ENDCAP

BE1

BD3

BD2

300mmØ

300mmØ

SSSSSSSSSSSSSSSSSS9B/39B/4 9B/5 9B/6

150mmØ150mmØ150mmØ

BB6 BB4

SW

CP7/6

CP7/5

CP9/2CP9/1

CP11/2

CP9/4

CP9/3

CP7/4

CP7/3

CP7/2

CP7/1

DCP7/2

DCP7/1

DCP10/1

DCP10/2

CP10/3

CP10/2

CP8/3CP8/3

CP8/2CP8/1

CP11/1

SS S S S S S S S S S S S S S S S S S S S S S S S S

EXTENT OFWORKS STAGE 3B1

BA0

12/3

13/1

BC2

BB5

CP9/6

CP9/5

CP11/4

CP11/3

825mmØ

600m

mØ

DN 90

0 RCR

RJ C

LASS

2

S S14/214/3

14/4

XX

XX

XX

X

KENN

EDY

ROAD

ROAD 2 (TE RANGA MEMORIAL DRIVE)ROAD 2 (TE RANGA MEMORIAL DRIVE)

MANHOLE C1 TO BE CONSTRUCTED ON ENDOF EXISTING 450mm RCRRJ. REMOVEEXISTING TEMPORARY CAP ON PIPE

MANHOLE 9/1 TO BE CONSTRUCTED ONEND OF EXISTING 150mm uPVC. REMOVEEXISTING TEMPORARY CAP ON PIPE

MH 9/2 1200mmØMH 9/3 1200mmØ

REMOVE EXISTINGSTORMWATERCONNECTION(CAP IN BERM).

REMOVE EXISTING150mm uPVC

REMOVE EXISTING STORMWATERCONNECTIONS (CAP IN ACCESSWAY)

ADD NEWSTORMWATERCONNECTION

ADD NEWSEWERCONNECTION

STORMWATERCONNECTION

TO REMAIN

REMOVE EXISTING SEWERCONNECTIONS & PROVIDE1x150mmØ CONNECTION

CONSTRUCT NEW MANHOLE14/1 ON EXISTING LINE

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300.D

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11/5/

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0

SCALE 1:500

5 10 20m

NOTES1. VERTICAL DATUM: MOTURIKI 19532. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY3. ALL MANHOLES TO BE 1050mmØ UNLESS NOTED OTHERWISE,

COVERS TO BE HEAVY DUTY.4. ALL WORKS ON EXISTING SEWER TO BE UNDERTAKEN BY TCC.5. ALL SUMPS TO BE STANDARD6. ALL SUMP LEADS TO BE 300mmØ UNLESS NOTED OTHERWISE.7. REFER TO TAURANGA CITY COUNCIL INFRASTRUCTURE

DEVELOPMENT CODE TCC T501, T505, T506 STORMWATERMANHOLES T425 RECESSED SUMP, T525 YARD SUMP AND T551,T651 BEDDING AND BACKFILL DETAILS.

8. REFER TO LONGITUDINAL SECTIONS FOR PIPE SIZE AND TYPES.9. ALL LOT CONNECTIONS THAT PASS UNDER CARRIAGEWAYS TO

BE DN150 uPVC SN8 WITH A REDUCER AT THE CONNECTION.ALL OTHER CONNECTIONS TO BE DN100 uPVC SN16.

10. CONTRACTOR SHALL LOCATE AND EXPOSE EXISTINGSTORMWATER CONNECTION AT LOCATIONS OF SWMH C1BEFORE COMMENCING PIPE LAYING.

11. CONTRACTOR SHALL LOCATE AND EXPOSE EXISTING SEWERAT LOCATION OF SSMH 9/1 BEFORE COMMENCING PIPE LAYING.

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1



STAGE 3B CIVIL DESIGNDRAINAGE LAYOUT PLAN

245883 0000 DRG CC 2300 3


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17

0 29.09.17 ISSUE FOR CONSTRUCTION N.RAYNOR1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 LOT 506 DRAINAGE CONNECTIONS ADDED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER

LEGENDSTAGE BOUNDARIES

OVERLAND FLOW PATHROAD 2

ROAD 10

ROAD 10

ROAD 7

ROAD 9

ROAD 11

ROAD

8

5000

552553554555556557558559501502503504506507508

510

512

514

6500

509

511

513

565

564 563 562

517 518 519520 521

522523524525526

529

546

547

548

549

550

551

567 568 569

505

531 532 533 534 535 536 537 538

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



530 540

566

561 560

539



KENN

EDY

ROAD


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STAGE 3B CIVIL DESIGNOVERLAND FLOW PATH LAYOUT PLAN

245883 0000 DRG CC 2301 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


LEGENDSTAGE BOUNDARIES

OVERLAND FLOW PATH

6000

310

MIN

LOT LEVEL 57.872000 2000

BDY

BDY

LOT LEVEL 57.00

16

BASE LEVEL 57.56

2000 EXPOSED AGGREGATE CONCRETE FOOTPATH

16

150mm TOPSOIL AND GRASSTO SLOPING SURFACES

870

6000

2000 EXPOSED AGGREGATE CONCRETE FOOTPATH

480

MAX

LOT LEVEL 57.41

14

2000 2000

BDY

BDY

LOT LEVEL 56.961

4BASE LEVEL 56.93

450

150mm TOPSOIL AND GRASSTO SLOPING SURFACES

FOOTPATH

6500

513

565

517 518

525526

531 532 533530

LOT LEVEL 57.41

INV LEVEL 56.77

BASE OF OVERLAND FLOW PATH(FROM 56.93 TO 57.56 LEVEL)

OVERLAND FLOW PATH CHANNEL(SLOPING SIDES GRADE VARIES)

BASE LEVEL 56.93

LOT LEVEL 57.87

LOT LEVEL 57.00

SINGLE KERB LETDOWN FOR OVERLANDFLOW PATH (MIN 2.0m WIDE)

SINGLE KERB LETDOWN FOR OVERLANDFLOW PATH (MIN 2.0m WIDE)

LOWER FOOTPATH 100mm TO ENABLEOVERLAND FLOW PATH. ENSUREAPPROACH GRADES DO NOT EXCEED 1:12

INV LEVEL 57.63

INV LEVEL 57.64

BASE LEVEL 57.56

FALL

LOWER FOOTPATH 100mm TO ENABLEOVERLAND FLOW PATH. ENSUREAPPROACH GRADES DO NOT EXCEED 1:12

BASE LEVEL 57.24

CHAINAGES

DEPTH

DESIGN LEVEL

CHANNEL INVERTDatum 56.0

OVERLAND FLOW PATH LONGITUDINAL SECTION1:250 HORIZ1:25 VERT

0.00

0.00

57.63

57.63

0.03

0.08

57.75

57.67

3.29

0.14

57.81

57.67

7.01

0.31

57.87

57.56

41.00

0.49

57.41

56.92

42.80

0.10

56.97

56.87

46.00

0.09

56.90

56.81

46.02

0.00

56.77

56.77

23.99

0.40

57.64

57.24

INVERT OF OVERLANDFLOW PATH

DESIGN SURFACE

KERB

LETD

OWN

RD10

KERB

LETD

OWN

RD07

BOUN

DARY

(SEC

TION

A)BO

UNDA

RY(S

ECTI

ON B

)

FOOT

PATH

LOTS 516 & 517 LOTS 526 & 527 FPBERMBERMFP-1.9% -1.9% -2.0%-3.0%-3.0%0.0%

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11/5/

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SCALE 1:250

2.5 5 10m


CLIENT

DATE

TITLE


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APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1



STAGE 3B CIVIL DESIGNOVERLAND FLOW PATH DETAILS

245883 0000 DRG CC 2302 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR02.10.17


SECTION A-1:20

SECTION B-1:20

B-

A-

0

SCALE 1:20

200 400 800mm

PLAN1:250

ROAD 7

ROAD 10

0

SCALE 1:25

500250 1000mm

STORMWATER LINE AA1:500 HORIZ1:100 VERT

46.0

2%

10.95

54.77

0.00

52.75

52.75

2.02

2.02

OPUS

19A

150m

m IL

54.57

150m

m IL

55.17

150m

m IL

55.80

375mmØRCRRJ CLASS 23.6%

53.32

55.19

10.95

52.97

53.04

2.22

2.15

C1

150m

m IL

56.27


30.47

57.01

64.27

54.96

55.04

2.04

1.97

AA2

57.44

94.74

55.46

1.97

AA3

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

EXISTING NEW WORKS

450mmØRCRRJCLASS 2

STORMWATER LINE AC1:500 HORIZ1:100 VERT

48.0

150m

m IL

56.26


21.34

57.86

0.00

55.38

55.48

2.48

2.38

AB1

57.88

21.34

55.63

2.25

AC1

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

STORMWATER LINE AB1:500 HORIZ1:100 VERT

46.0

150m

m IL

52.43

150m

m IL

55.82

150m

m IL

54.75


49.21

57.01

0.00

54.96

55.03

2.04

1.98

AA2

150m

m IL

55.02

150m

m IL

55.34


54.83

57.86

49.21

55.38

55.46

2.48

2.40

AB1

150m

m IL

56.57

150m

m IL

56.76


35.73

58.21

104.0

455

.8455

.912.3

72.3

0AB

2

58.44

139.7

756

.162.2

7

AB3

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

STORMWATER LINE BA1:500 HORIZ1:100 VERT

FUTU

RE 15

0mm

IL 53

.44

0.56%

9.27

56.02

59.94

53.86

53.93

2.16

2.08

BA0

MH12

00

56.04

69.22

53.99

2.05

45.0825mmØRCRRJ CLASS 2

0.56%

43.06

54.03

2.01

BA1

MH12

00

150m

m IL

55.83

150m

m IL

56.16


98.27

56.56

112.2

854

.2654

.562.2

91.9

9BA

2MH

1050

150m

m IL

56.84

150m

m IL

56.99


48.56

57.46

210.5

455

.1155

.192.3

52.2

8BA

3MH

1050

150m

m IL

56.85

150m

m IL

56.79


56.35

58.27

259.1

055

.6155

.762.6

62.5

1BA

4MH

1500

57.80

315.4

556

.091.7

1BA

5MH

1050

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum 825mmØRCRRJ

CLASS 2

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


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11/5/

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STAGE 3B CIVIL DESIGNSTORMWATER LONGITUDINAL SECTIONS

SHEET 1

245883 0000 DRG CC 2310 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


STORMWATER LINE BB1:500 HORIZ1:100 VERT

45.0

150m

m IL

54.00

0.56%

15.34

56.56

0.00

54.26

54.53

2.29

2.03

BA2

150m

m IL

55.52

150m

m IL

55.35


33.76

56.51

15.34

54.61

54.63

1.89

1.87

BB1

MH10

50

150m

m IL

55.68

150m

m IL

56.21

150m

m IL

56.07


49.35

56.89

49.10

54.82

54.90

2.06

1.99

BB2

MH10

50

57.43

98.46

55.17

2.26

BB3

MH10

5015

0mm

IL 55

.97

1.27%

15.80

55.25

2.18

150m

m IL

56.71


59.31

57.49

114.2

655

.4555

.522.0

41.9

7BB

4MH

1050

150m

m IL

57.14

150m

m IL

57.36


46.22

58.19

173.5

756

.1556

.192.0

42.0

0BB

5MH

1050

58.72

219.7

956

.811.9

1BB

6MH

1050

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

525mmØRCRRJCLASS 2

375mmØRCRRJCLASS 2

STORMWATER LINE BD1:500 HORIZ1:100 VERT

46.0

150m

m IL

53.12

150m

m IL

56.29


38.82

58.27

0.00

55.61

55.65

2.66

2.63

BA4


24.83

58.69

38.82

56.00

56.07

2.70

2.62

BD1


22.07

58.92

63.64

56.27

56.29

2.65

2.63

BD2


25.98

59.14

85.71

56.49

56.53

2.65

2.61

BD3

58.95

111.6

956

.692.2

5BD

4

150m

m IL

57.35


31.24

58.95

111.6

956

.6956

.752.2

52.1

9

58.70

142.9

356

.981.7

2BD

5

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

STORMWATER LINE BC1:500 HORIZ1:100 VERT

46.0

150m

m IL

54.45

0.56%

13.23

56.89

0.00

54.82

54.97

2.06

1.92

BB2

150m

m IL

56.09


63.92

56.87

13.23

55.04

55.12

1.82

1.75

BC1

150m

m IL

56.49


27.40

57.70

77.15

55.83

55.85

1.88

1.86

BC2

58.09

104.5

656

.131.9

5BC

3

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

375mmØRCRRJCLASS 2

STORMWATER LINE BE1:500 HORIZ1:100 VERT

49.0300mmØRCRRJ CLASS 2

0.86%

20.96

58.69

0.00

56.00

56.10

2.70

2.59

BD1

150m

m IL

57.17


39.16

58.51

20.96

56.28

56.32

2.23

2.19

BE1

58.20

60.11

56.62

1.58

BE2

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


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311.D

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TRG



SHEET 2

245883 0000 DRG CC 2311 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


CATCHPIT LEADS1:500 HORIZ1:100 VERT

44.0

40.86%

2.42

56.69

0.00

54.77

54.77

1.92

1.92

DC

56.51

2.42

55.76

0.75

CP7/6

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum 43.0

SS9 1

50mm

IL 53

.87

10.97%

8.37

56.77

0.00

54.82

54.82

1.95

1.95

DC

56.57

8.37

55.74

0.84

CP7/5

44.0

21.27%

3.67

56.51

0.00

54.84

54.84

1.67

1.67

BB1

56.34

3.67

55.62

0.72

CP9/2

43.0

SS12

150m

m IL

54.23

7.47%

8.8356

.510.0

054

.8454

.841.6

71.6

7BB

1

56.34

8.83

55.50

0.85

CP9/1

45.0

SS13

150m

m IL

54.74

6.94%

9.78

56.87

0.00

55.17

1.69

BC1

56.69

9.78

55.85

55.85

0.84

0.84

CP11

/2

45.0

13.96%

5.52

56.87

-8.64

55.17

55.17

1.69

1.69

BC1

56.70

-3.12

55.94

0.76

CP11

/1

46.0

17.5%

9.16

58.92

0.00

56.32

56.32

2.60

2.60

BD2

58.78

9.16

57.92

0.86

CP8/3

43.0

27.83%

2.69

56.04

0.00

54.37

54.37

1.67

1.67

BA1

55.87

2.69

55.11

0.75

CP7/1

0

43.0

SS9 1

50mm

IL 54

.24

7.62%

8.50

56.04

0.00

54.37

54.37

1.67

1.67

BA1

55.87

8.50

55.02

0.85

CP7/9

45.0

16.51%

7.68

57.46

0.00

55.44

55.44

2.02

2.02

BA3

57.63

7.68

56.71

0.92

CP7/4

44.0

SS9 1

50mm

IL 53

.37

12.48%

10.58

57.46

0.00

55.44

55.44

2.02

2.02

BA3

57.62

10.58

56.76

0.86

CP7/3

44.0

36.92%

2.75

57.44

0.00

55.50

55.50

1.94

1.94

AA3

57.26

2.75

56.51

0.75

CP7/2

43.0

SS9 1

50mm

IL 52

.61

10.74%

8.42

57.44

0.00

55.50

55.50

1.93

1.93

AA3

57.26

8.42

56.41

0.85

CP7/1

42.0

31.37%

3.30

55.19

0.00

53.25

53.25

1.94

1.94

C1

55.10

3.30

54.29

0.81

DCP7

/2

43.0

9.72%

9.66

55.19

0.00

53.25

53.25

1.94

1.94

C1

55.03

9.66

54.19

0.84

DCP7

/1

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

CATCHPIT LEADS1:500 HORIZ1:100 VERT

45.0

SS9 1

50mm

IL 53

.11

SS9C

150m

m IL

56.26

ROAD

CRO

SSIN

G 15

0mm

IL 56

.98


19.99

58.27

0.00

56.50

56.50

1.77

1.77

BA4

58.31

19.99

57.44

0.87

CP8/1

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum 44.0

SS9 1

50mm

IL 53

.12

SS9C

150m

m IL

56.28

ROAD

CRO

SSIN

G 15

0mm

IL 57

.00


18.30

58.27

0.00

56.50

56.50

1.77

1.77

BA4

58.31

18.30

57.44

0.87

CP8/2

46.0

38.4%

4.42

58.92

0.00

56.32

56.32

2.60

2.60

BD2

58.90

4.42

58.01

0.89

CP8/3

46.0SS

12 15

0mm

IL 55

.77

6.96%

9.03

57.49

0.00

55.82

55.82

1.67

1.67

BB4

57.30

9.03

56.45

0.85

CP9/3

46.0

31.93%

2.35

57.49

0.00

55.82

55.82

1.67

1.67

BB4

57.32

2.35

56.57

0.75

CP9/4

45.0 44.0

SS11

150m

m IL

55.07

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

SS13

150m

m IL

55.70

8.73%

8.42

57.70

0.00

55.93

55.93

1.77

1.77

BC2

57.52

8.42

56.67

0.85

CP11

/4

46.0

SS12

150m

m IL

56.40

10.23%

9.24

58.19

0.00

56.25

56.25

1.94

1.94

BB5

58.05

9.24

57.20

0.85

CP9/5

46.0

36.52%

2.47

58.19

0.00

56.25

56.25

1.94

1.94

BB5

58.00

2.47

57.15

0.85

CP9/6

46.0

24.17%

3.16

57.70

0.00

55.93

55.93

1.77

1.77

BC2

57.54

3.16

56.69

0.85

CP11

/3

45.0300mmØRCRRJ

CLASS 4300mmØRCRRJ

CLASS 4300mmØRCRRJ

CLASS 4300mmØRCRRJ

CLASS 4

15.53%

5.02

57.86

0.00

56.10

56.10

1.76

1.76

AB1

57.63

5.02

56.88

0.75

DCP1

0/1

5.7%

11.93

57.86

0.00

56.10

56.10

1.76

1.76

AB1

57.62

11.93

56.78

0.84

DCP1

0/2

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 445.0

45.98%

2.66

58.44

0.00

56.26

56.26

2.18

2.18

AB3

58.26

2.66

57.48

0.77

CP10

/2

45.0

SS10

150m

m IL

55.80

13.53%

8.43

58.44

0.00

56.26

56.26

2.18

2.18

AB3

58.25

8.43

57.40

0.85

CP10

/3

300mmØRCRRJCLASS 4

300mmØRCRRJCLASS 4

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

312.D

WG

11/5/

2018

4:00

:55 P

MNZ

TRG



SHEET 3 - CATCHPIT LEADS

245883 0000 DRG CC 2312 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


SANITARY SEWER LINE 91:500 HORIZ1:100 VERT

45.0

0.56%

8.49

0.00

51.99

3.69

3.69

OPUS

1

150m

m IL

54.45

150mm uPVC SN160.54%

20.96

55.25

8.49

52.04

52.09

3.21

3.16

9/1

150m

m IL

55.31


28.49

55.84

29.45

52.20

52.23

3.63

3.60

9/2 12

00Ø

450m

m IL

55.08

150m

m IL

56.42

150m

m IL

56.28


90.47

56.82

57.94

52.39

52.42

4.43

4.40

9/3 12

00Ø

375m

m IL

55.69

150m

m IL

55.97


90.45

57.97

148.4

152

.9252

.955.0

55.0

29/4

150m

m IL

55.85

150m

m IL

55.60


81.80

57.48

238.8

553

.4553

.484.0

34.0

09/5

525m

m IL

54.43

150mm uPVC SN16

56.50

320.6

553

.9453

.972.5

72.5

49/6

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

29.35

2.03

350.0

056

.1654

.13EN

D CA

P

55.68

51.94

3.74

150mmØuPVC SN16

EXISTING NEW WORKS

0.56%

1.67%

4.10

56.82

0.00

52.39

54.55

4.43

2.27

9/3 12

00Ø

450m

m IL

55.11

150m

m IL

56.46

150m

m IL

56.36

150mm uPVC SN161%

90.44

56.94

4.10

54.62

55.80

2.32

1.14

9B/3

58.09

94.54

56.70

1.38

2.11

9B/4

1.67%

4.07

57.97

0.00

52.92

55.90

5.05

2.07

9/4

375m

m IL

55.73

150m

m IL

56.17


90.35

58.09

4.07

55.97

56.07

2.11

2.01

9B/4

57.60

94.42

56.72

0.88

2.53

9B/5

1.67%

4.11

57.48

0.00

53.45

55.01

4.03

2.47

9/5

150m

m IL

56.18

150m

m IL

55.96


54.77

57.60

4.11

55.08

55.18

2.53

2.43

9B/5

56.95

58.88

55.57

1.38

9B/6

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum 150mmØ

uPVC SN16150mmØ

uPVC SN16150mmØ

uPVC SN1647.0 47.0 47.0

SANITARY SEWER LINE 9b1:500 HORIZ1:100 VERT

SANITARY SEWER LINE 9c1:500 HORIZ1:100 VERT

SANITARY SEWER LINE 9d1:500 HORIZ1:100 VERT

INTERNAL DROPREFER TCC IDC T608

EXTERNAL DROPREFER TCC IDC T609

EXTERNAL DROPREFER TCC IDC T609

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

320.D

WG

11/5/

2018

4:01

:03 P

MNZ

TRG


STAGE 3B CIVIL DESIGNSANITARY SEWER LONGITUDINAL SECTIONS

SHEET 1

245883 0000 DRG CC 2320 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2



375m

m IL

55.49

150m

m IL

56.42

150m

m IL

56.72

150mm uPVC SN16-1.35%

83.56

57.84

0.00

55.00

2.84

2.94

10/1

58.29

83.56

56.12

56.12

2.16

2.16

11/1

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

45.0Datum


150m

m IL

55.76

150mmØRCRRJ C21.55%

61.87

56.87

0.00

54.48

54.58

2.39

2.29

12/1

150m

m IL

56.24

150m

m IL

56.63


55.61

57.49

61.87

55.54

55.57

1.95

1.92

13/1

58.26

117.4

856

.361.9

113

/2

46.0

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum


150m

m IL

55.24

375m

m IL

54.90


47.84

56.50

0.00

53.94

54.17

2.57

2.34

9/6

150m

m IL

55.77


44.12

56.87

47.84

54.48

54.51

2.39

2.36

12/1 12

/2

46.0

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum

150m

m IL

56.31

150m

m IL

56.50

150m

m IL

56.67

150mmØRCRRJ C21.02%

77.89

57.36

91.96

55.58

55.68

1.78

1.68

150m

m IL

57.07


40.29

58.22

169.8

656

.4756

.501.7

51.7

212

/3

58.68

210.1

556

.861.8

212

/4


45.0

1 DRA

FT S

TOW

MWAT

ER LA

TERA

LSD6

1 150

mm IL

56.67

0.55%

40.67

56.94

0.00

54.62

54.66

2.32

2.28

9B/3

150mmØuPVC SN8 RRJ0.56%

3.1157

.8440

.6754

.8854

.882.9

62.9

614

/1

1 DRA

FT S

TOW

MWAT

ER LA

TERA

LSD6

0 150

mm IL

56.10

0.71%

44.08

57.78

43.78

54.90

54.93

2.88

2.85

10/1 10

/2SW

-AB

375m

m IL

55.80

1 DRA

FT S

TOW

MWAT

ER LA

TERA

LSD7

6 150

mm IL

56.82

1 DRA

FT S

TOW

MWAT

ER LA

TERA

LSD7

9 150

mm IL

57.22

1 DRA

FT S

TOW

MWAT

ER LA

TERA

LSD8

0 150

mm IL

57.52

1.25%

87.12

58.09

87.86

55.24

55.32

2.85

2.77

10/2

58.75

174.9

856

.412.3

410

/3

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum 150mmØuPVC SN8 RRJ 150mmØuPVC SN8 RRJ 150mmØuPVC SN8 RRJ

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

321.D

WG

11/5/

2018

4:01

:12 P

MNZ

TRG



SHEET 2

245883 0000 DRG CC 2321 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


1:500 HORIZ1:100 VERT

43.0

1.02%

4.94

57.84

-30.6

354

.8854

.972.9

62.8

814

/1

0.71%

24.55

57.88

-25.6

955

.0255

.052.8

72.8

4

14/2

1.51%

51.6357

.00-1

.1455

.2255

.301.7

81.7

014

/3

57.50

50.49

56.08

1.42

14/4

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

Datum 150mmØuPVC SN8 RRJ150mmØuPVC SN8 RRJ

SANITARY SEWER LINE 14

150mmØuPVC SN8

RRJ

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

322.D

WG

11/5/

2018

4:01

:17 P

MNZ

TRG



SHEET 3

245883 0000 DRG CC 2322 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


0

SCALE 1:500

5 10 20m 0

SCALE 1:100

1 4m2


CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


NOTE:1. REFER TO DRAWINGS CC-2300 FOR DRAINAGE

LAYOUT PLAN.


STAGE 3B CIVIL DESIGNDRAINAGE DETAILS

245883 0000 DRG CC 2330 1

NOT TO SCALEFOR CONSTRUCTION

L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR29.09.17


KENN

EDY

ROAD


552553554555556557558559501502503504506507508

510

512

514

6500

509

511

513

565

564 563 562

517 518 519520 521

522523524525526

529

546

547

548

549

550

551

567 568 569

505

531 532 533 534 535 536 537 538

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



530540

566

561 560

539


STAGE 3B1 STAGE 3B2

STAGE3B2

STAGE3B1

STAGE3B2

STAGE3B1


ROAD 2

ROAD 10

ROAD 10

ROAD 7

ROAD 9

ROAD 11

ROAD

8

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

W W W W W W W W W W W W W W W W W W

WW

W

WWWWWWWWWWWWWWWWWWWW

W

W

WW

WW

WW

WW

WW

WW

WWWWWWWWWWWWWWWWWWWWWWWWWWWW

W

WWWWWWWW

WW

W

W W W W W W W W W W W W W W W W W W W

WW

W

WWWWWWWWWWW

WW

WW

WW

WW

WWWWWWWWWWWWWWWWWWWWWWW

WW

WW

W W W W W W W W W W W W W W W W W W W W W W W

63mmØ MDPE

150m

mØ uP

VC

100mmØ uPVC

100mmØ uPVC 125mm OD PN12.5 PE 80 SDR11

125m

m OD

PN1

2.5 P

E 80

SDR

11

100m

mØ uP

VC

63mmØ MDPE

63mmØ MDPE

63mmØ MDPE

63mmØ MDPE

125mm OD PN12.5 PE 80 SDR11

W18

0mm

OD P

N12.5

PE

100 S

DR 13

.6

WW

WW

WW

WW

WW

DN12

5 PE1

00 S

DR13

.6 (T

CC C

ONTR

ACTO

R)

150m

mØ uP

VC (T

CC C

ONTR

ACTO

R)

180mm OD PN12.5 PE 100 SDR 13.6 180mm OD PN12.5 PE 100 SDR 13.6

150m

mØ uP

VC15

0mmØ

uPVC

EX 63mmØ MDPE

EX 200mmØ uPVC

63mmØ MDPE

150mmØ uPVC

63mmØ MDPE

W W W W W W

W

W W W W W W W W W W W W W

W

WW

WW

WW

WW

WW

W

W

W

W EX15

0mmØ

uPVC

WW

WW

WW

WW

WW

63mm

Ø MD

PE

100m

mØ uP

VC

63mmØ 63mmØ

63mm

Ø MD

PE

CONNECT TO TCC DN125PE100 WATERMAIN

CONNECT TO TCC DN125 PE100 WATERMAIN

TEMPORARY BLANK END ANDTHRUST BLOCK FOR STAGE 3B1




CONNECT TO TCC63mmØ MDPE

CONNECT 63mmØ RIDERMAINTO 100mm WATERMAIN


REMOVE BLANK END AND THRUST ANDCONNECT TO EXISTING TCC 150mmØ uPVC

CONNECT TO 3B1 150mmØ uPVC WITH180mm OD PN12.5 PE 100 SDR 13.6

CONNECT TO 3B1 100mmØ uPVCWITH 125mm OD PN12.5 PE 80SDR11

CONNECT TO 3B1100mmØ uPVCWITH 125mm OD PN12.5 PE 80 SDR11

REMOVE 2x WATERCONNECTIONS

REMOVE WATERCONNECTION

NEW WATER METERCONNECTION

EXISTING WATERCONNECTION TO REMAIN

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

400.D

WG

11/5/

2018

4:01

:33 P

MNZ

TRG


STAGE 3B CIVIL DESIGNWATER RETICULATION PLAN

245883 0000 DRG CC 2400 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 16.03.18 STAGE 3B2 PIPE MATERIAL REVISED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER

LEGENDNEW WATER MAINEXISTING WATER LINENEW WATER VALVEEXISTING WATER VALVENEW FIRE HYDRANTEXISTING FIRE HYDRANTNEW WATER METER (SINGLE)NEW WATER METER DOUBLE)150/100 REDUCERNEW THRUST BLOCKSTAGE BOUNDARY

WW

NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.3. ALL METER CONNECTIONS WILL BE 25mm OD MDPE.4. ALL WATERMAINS TO HAVE 1m MINIMUM COVER

UNDER CARRIAGEWAY.5. ALL WATERMAINS TO HAVE 800mm MINUMUM COVER

UNDER FOOTPATHS AND BERMS.6. THRUST BLOCKS TO BE INSTALLED IN ACCORDANCE

WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.0

SCALE 1:500

5 10 20m

512

514

6500

511

513

565

564 563562

517 518 519

520521

522523524525526

529

567 568 569

531 532 533 534 535 536 537 538530

566

561 560

539

STAGE 3B1

ROAD 10

ROAD 7

ROAD

8

WW

WW

WW

WW

WW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W

WWWWWWWWWWWWWWWW

W

WW

WW

WW

WW

WW

W W W W W W W W W W W W W W W W W W W W W W

63mmØ MDPE

150m

mØ uP

VC

100mmØ uPVC

63mmØ MDPE

WW

WW

WW

WW

WW

WW

WW

DN12

5 PE1

00 S

DR13

.6 (T

CC C

ONTR

ACTO

R)

150m

mØ uP

VC (T

CC C

ONTR

ACTO

R)

150m

mØ uP

VC

63mmØ MDPE

150mmØ uPVC

CONT

INUE

D SH

EET

2

CONT

INUE

D SH

EET

1

CONTINUED SHEET 3

CONTINUED SHEET 1

W


WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

63mm

Ø MD

PE

100m

mØ uP

VC

63mmØ

63mm

Ø MD

PE




REMOVE 2x WATERCONNECTIONS

REMOVE WATERCONNECTION

EXISTING WATERCONNECTION TO REMAIN

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

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Date:

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e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

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401.D

WG

11/5/

2018

4:01

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TRG



SHEET 1 OF 4

245883 0000 DRG CC 2401 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER


WW




WITH NZS 4404 APPENDIX B, WS-004 USING 50kPAALLOWABLE BEARING PRESSURE.

0

SCALE 1:250

2.5 5 10m

546

547

548

549

550

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



540539


STAGE 3B2

STAGE3B2

STAGE3B1


ROAD 11

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

WW

WW

WW

WW

WW

WW


WW

WW

W

WWWWWWWWWWWWWWWWWWWWWW

WW

WW

WW

WW

WW

WW

W

W W W W W W W W W W W W W W W W W W W W W W W W W

150m

mØ uP

VC

125m

m OD

PN1

2.5 P

E 80

SDR

11

63mmØ MDPE


WW

W18

0mm

OD P

N12.5

PE

100 S

DR 13

.6

180mm OD PN12.5 PE 100 SDR 13.6 180mm OD PN12.5 PE 100 SDR 13.6

150m

mØ uP

VC

63mmØ MDPE

CONT

INUE

D SH

EET

1

CONTINUED SHEET 4

W

W W W W W W W W W W W

WW

W W W W W W W

W

W W

W63mmØ




CONNECT TO 3B1 150mmØ uPVC WITH180mm OD PN12.5 PE 100 SDR 13.6


CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

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Date:

Offic

e:P:

\PRO

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S\24

5883

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NNED

Y RO

AD D

EVEL

OPME

NT\C

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DRGS

\CIV

\STA

GE 3B

\2458

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402.D

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4:01

:47 P

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SHEET 2 OF 4

245883 0000 DRG CC 2402 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 16.03.18 STAGE 3B2 PIPE MATERIAL REVISED N.RAYNOR


WW





0

SCALE 1:250

2.5 5 10m

KENN

EDY

ROAD

ROAD 2 (TE RANGA MEMORIAL DRIVE)

501502

503504506507508

510

512

514

509

511

513

565

564 563562

517 518 519

520521

567 568 569

505

566

561 560

STAGE 3B1

ROAD 2

ROAD 10

ROAD 10

ROAD

8

W W W W W W W W W W W W W W W W

WW

W

W

WW

WW

WW

WWWWWWWWWWWWWWWW

W

WW

WW

W

W



WW

WW

WW

WW

W


150m

mØ uP

VC

100mmØ uPVC

100mmØ uPVC

100m

mØ uP

VC

63mmØ MDPE

63mmØ MDPE

WW

WW

WW

WW

WW

W

150m

mØ uP

VC

CONTINUED SHEET 1

CONT

INUE

D SH

EET

4

WW

WW

WW

WW

WW

W W W

W

W

W W EX

150m

mØ

WW

WW

WW

WW

WW

WW

WW

WW

W

W

63mm

Ø MD

PE

100m

mØ uP

VC

63mmØ

63mm

Ø MD

PE




NEW WATER METERCONNECTION

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

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CC-2

403.D

WG

11/5/

2018

4:01

:53 P

MNZ

TRG



SHEET 3 OF 4

245883 0000 DRG CC 2403 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER


WW





0

SCALE 1:250

2.5 5 10m


552553554555556557558559

548

549

550

551

577

570 571 572 573 574 576575

583 582 581 580 579 578

584 585 586 587 588 589 590

STAGE 3B2

STAGE3B2

STAGE3B1

ROAD 9

ROAD 11

W W W W W W W W W W W W W W W W W W W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW


W

WW

WW

W


WW

WW

WW

WW

WW

WW

WWWWWWWWWWWWWWWWWWWWWWWWW


150m

mØ uP

VC


125m

m OD

PN1

2.5 P

E 80

SDR

11

63mmØ MDPE

63mmØ MDPE


150m

mØ uP

VC

EX 63mmØ MDPE

CONTINUED SHEET 2

CONT

INUE

D SH

EET

4EX

150m

mØ

uPVC

W

CONT

INUE

D SH

EET

3

63mmØ



REMOVE BLANK END ANDTHRUST AND CONNECT TOEXISTING TCC 150mmØ uPVC

CONNECT TO 3B1 100mmØ uPVCWITH 125mm OD PN12.5 PE 80SDR11


CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

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NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

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404.D

WG

11/5/

2018

4:01

:59 P

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TRG



SHEET 4 OF 4

245883 0000 DRG CC 2404 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 16.03.18 STAGE 3B2 PIPE MATERIAL REVISED N.RAYNOR


WW





0

SCALE 1:250

2.5 5 10m

512

514

6500

511

513

565

564 563562

517 518 519

520521

522523524525526

529

567 568 569

531 532 533 534 535 536 537 538530

566

561 560

539

STAGE 3B1

ROAD 10

ROAD 7

ROAD

8

WW

WW

WW

WW

WW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W

WWWWWWWWWWWWWWWW

W

WW

WW

WW

WW

WW


WW

WW

WW

WW

WW

WW

WW

CONT

INUE

D SH

EET

2

CONT

INUE

D SH

EET

1

CONTINUED SHEET 3

CONTINUED SHEET 1

W


WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

SWSWSWSWSWSWSWSWSWSW SW SW SW SW SW SW SW SW SW SW SW SW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SW SW SW

SWSWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SW

SW

SW

SW

SWSWSWSWSWSW

SS

SS

SS

SS

SS

SS

S

S S S S S S S S S S S S S S

SS

SS

S

9/1

9/2 9/3

10/1

9/4

11/1

BA4

BE2

AA3

AC1AB1

AA2C1BA5

SW

SW

SW

SWSW

SW

SW

SW

SWSW

SW

SW

SWSWSWSW

SWSW

SWSW

SWSW

SWSW

SW

SW

SW

SWSW

SWSW

SW

SW

SW

SW

SWSW

SW

SW

SW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

14/1

SW

BE1SSSSSSSSSSSSSSSSSSSS

9B/39B/4

SW

S

SWSW

CP7/2

CP7/1

DCP7/2

DCP7/1

DCP10/1

DCP10/2

CP8/3CP8/3

CP8/2CP8/1

SS

SS S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S14/214/3

XX

XX

XX

XX

XX

XX

XX

X



CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

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Date:

Offic

e:P:

\PRO

JECT

S\24

5883

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NNED

Y RO

AD D

EVEL

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NT\C

ADD\

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\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

500.D

WG

11/5/

2018

4:02

:10 P

MNZ

TRG


STAGE 3B CIVIL DESIGNCOMBINED SERVICES PLAN

SHEET 1 OF 4

245883 0000 DRG CC 2500 2


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 11.05.18 REVISED CONSTRUCTION/APPROVAL ISSUE A.COLLIER

LEGENDSTORMWATER MANHOLESTORMWATER LINESTORMWATER MANHOLE LABELCATCHPITSANITARY SEWER MANHOLESANITARY SEWER LINESANITARY SEWER MANHOLE LABELWATER MAINWATER VALVEFIRE HYDRANTWATER METER (SINGLE)WATER METER DOUBLE)150/100 REDUCERTHRUST BLOCKPROPOSED STREETLIGHTPROPOSED TREE LOCATIONSTAGE BOUNDARY

W

NOTES1. VERTICAL DATUM: MOTURIKI 1953.2. HORIZONTAL DATUM: NZGD2000 BAY OF PLENTY.


SW

S

A6

8/1

0

SCALE 1:250

2.5 5 10m

546

547

548

549

550

577

570 571 572 573 574 576575

583 582 581 580 579 578

584

597

585 586 587 588 589 590

592 591593594595596

541 542 544543 545 6001



540539


STAGE 3B2

STAGE3B2

STAGE3B1


ROAD 11

STAR

T OF

ROA

DCO

NSTR

UCTI

ON C

H ≈3

53m

WW

WW

WW

WW

WW

WW

W


WW

WW

W


WW

WW

WW

WW

WW

WW

W


WW

W

CONT

INUE

D SH

EET

1

CONTINUED SHEET 4

W

W W W W W W W W W W W

WW

W W W W W W W

W

W W

W

SWSW

SWSW

SW

SW

SW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW SW SW SW SW SW

SW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SW

SS

SS

SS

SS

SS

SS

SS

SSSSSSSSSSSSSSSSSSSS

S S S S S S S S S13/2

12/1

9/69/5BA1

BA2

BB2BC3

BA3BA4

BD1

BB1

BC1

SW

SWSW

SWSW

SW SW

SWSW

SWSW

SW

SW

SWSW SW SW

SW

SWSW

SWSW

SWSW

SWSW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SWSW

SW

BD3

BD2

SSSSSSSSSSSSSSSSSSS

9B/5

9B/6

CP7/6

CP7/5

CP9/2CP9/1

CP11/2

CP7/4

CP7/3

CP11/1

S S S S S S S S S S S S S S S S S S S S S S S S

BA0

13/1

SW

BC2

CP11/4

CP11/3



CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

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\PRO

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S\24

5883

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501.D

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11/5/

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4:02

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SHEET 2 OF 4

245883 0000 DRG CC 2501 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR


W



SW

S

A6

8/1

0

SCALE 1:250

2.5 5 10m

KENN

EDY

ROAD


501502

503504506507508

510

512

514

509

511

513

565

564 563562

517 518 519

520521

567 568 569

505

566

561 560

STAGE 3B1

ROAD 2

ROAD 10

ROAD 10

ROAD

8


WW

W

W

WW

WW

WW

WW

W

WWWWWWWWWWWWWWWW

W

WW

WW

W

W



WW

WW

WW

WW

W


WW

WW

WW

WW

WW

W

CONTINUED SHEET 1

CONT

INUE

D SH

EET

4

WW

WW

WW

WW

WW

W W W

W

W

W W

WW

WW

WW

WW

WW

WW

WW

WW

W

W

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SW SW SW SW SW

SW SW SW

SWSW

SWSW

SWSW

SWSW

SW

SW

SW

SW

SWSWSWSWSW

SW

SW

SW

SWSWSWSWSWSW

SS

SS

SS

SS

SS

S

S S S S S S S S S S S S S S S

S S S S S S S S S S S S S S

SS

SS

SS

SS

10/1

10/210/3

11/1

BD4

BE2

BD5

AC1AB1

AB2AB3

BD1

SW

SW

SW

SW

SW

SW

SWSW

SWSW

SW

SW

SW

SW

SW SW

SWSWSWSW

SWSW

SW

SW

SW

SWSW

SWSW

SWSW

SWSW

SWSW

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

14/1

SW

SW

SW

SWSW

SW

SW

BE1

SW

DCP10/1

DCP10/2

CP10/3

CP10/2

CP8/3CP8/3

SW

SW SWSW SWS S S S S

14/214/3

14/4

XX

XX

XX

X

CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

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Date:

Offic

e:P:

\PRO

JECT

S\24

5883

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NNED

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AD D

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NT\C

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GE 3B

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502.D

WG

11/5/

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4:29

:40 P

MNZ

TRG



SHEET 3 OF 4

245883 0000 DRG CC 2502 3


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR2 15.11.17 LOT 506 DRAINAGE CONNECTIONS ADDED N.RAYNOR3 11.05.18 REVISED FOR CHILDCARE LOT AS CONSTRUCTION/APPROVAL ISSUE A.COLLIER


W



SW

S

A6

8/1

0

SCALE 1:250

2.5 5 10m


552553554555556557558559

548

549

550

551

577

570 571 572 573 574 576575

583 582 581 580 579 578

584 585 586 587 588 589 590

STAGE 3B2

STAGE3B2

STAGE3B1

ROAD 9

ROAD 11

W W W W W W W W W W W W W W W W W W W W

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW


W

WW

WW

W


WW

WW

WW

WW

WW

WW

WWWWWWWWWWWWWWWWWWWWWWWW


CONTINUED SHEET 2

W

CONT

INUE

D SH

EET

3

SWSW

SWSW

SWSW

SWSW

SWSW

SW

SW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW

SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW

SWSW

SWSW

SWSW

SWSW

SW

SS

SS

SS

SS

SS



13/2

12/4 12/2

12/1

BB2

BB3

BC3

BD1

BC1

SW

SW

SWSWSW

SWSW

SW SW

SW

SWSW SW SW

SWSW

SW SW SW

SW

SW

SW

SW

SW

SW

SW

SW

BD3

BD2

BB6

SW SW

BB4

CP11/2

CP9/4

CP9/3

CP11/1

12/3

13/1

SW

SW

BC2

BB5

CP9/6

CP9/5

CP11/4

CP11/3



CLIENT

DATE

TITLE


CHECKED

APPROVED

PROJECT

DRAWN

DESIGNED


DRAWING No.

SCALE SIZE

A1


Filen

ame:

Plot

Date:

Offic

e:P:

\PRO

JECT

S\24

5883

- KE

NNED

Y RO

AD D

EVEL

OPME

NT\C

ADD\

DRGS

\CIV

\STA

GE 3B

\2458

83-0

000-

DRG-

CC-2

503.D

WG

11/5/

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4:02

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MNZ

TRG



SHEET 4 OF 4

245883 0000 DRG CC 2503 1


L.O'SULLIVAN

C.CHOW

R.T.KERNOT N.RAYNOR

N.RAYNOR14.11.17

1 14.11.17 ISSUE FOR CONSTRUCTION/APPROVAL N.RAYNOR


W



SW

S

A6

8/1

0

SCALE 1:250

2.5 5 10m

Documents

PARADISO (KENNEDY ROAD) LP - classicdevelopments.co.nz · paradiso holdings ltd. pyes pa - tauranga. paradiso holdings ltd. pyes pa - tauranga. paradiso holdings ltd. pyes pa - tauranga