6763 Works subject to existing P2Wk consents · 6763 ` ` ` ` ` ` 6764-Road widening (Existing)...

` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` `

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` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` `

GREAT NORTH ROAD

SH 1

ASHM ORECRESCENT

HUDSONROAD

W ESTPARK GLEN

Lot 1 DP155679

Lot 2DP 155679

Pt Allot95 PSH OFMahurangi

Pt Allot95 PSH OFMahurangi

Lot 3 DP155679

Lot 1DP 135480

Pt Lot 1DP 61693

Lot 1 DP405448

Pt Lot 1DP 180823

Lot 2 DP180823

Sec 4 SO476652

±

0 50 100 150 20025 M eters

Proposed a ltera tion to designa tion 6763La nd included in proposed a ltera tion to designa tion6763

` ` `

` ` ` 6764-Roa d widening (Existing)1407-Roa d widening (Existing, Auckla nd Tra nsportdesigna tion)6763-Sta te Highwa y 1 (Existing)6769-The construction, opera tion a nd m a intena nceof a Sta te highwa y (Ara Tūhono - Pūhoi to W ellsfordRoa d of Na tiona l Significa nce: Pūhoi to W a rkworthSection) (Existing)M a ta ka na link roa d (Proposed, Auckla nd Tra nsportdesigna tion)Affected Pa rcels

M a ta ka na link roa d

6769

1407

6764

Plot da te: 27/06/2018 11:22:16 AM

Conditions of U se.This docum ent m a y only b e used b yThe JV 's client (a nd a ny other personwho The JV ha s a greed ca n use thisdocum ent) for the purpose for which itwa s prepa red a nd m ust not b e used b ya ny other person or for a ny otherpurpose.

DO NOT SCALE

Docum ent Pa th: J:\IE\Projects\02_ New Zea la nd\IZ077800\01 Design\SPATIAL\M XD\A3_ Proposed_ Designa tion_ Bounda ries_20180315.m xdNo Revision Dra wn Checked Approved Da te

SH1 widening - Hudson Road to P2WkProposed alteration to designation 6763

Project

TitleDra wn Dra ftingCheck Designed Design

CheckNR - - -Approved Da teAM M ARCH 2018Sca le AS SHOW N This Dra wing m ust not b e

used for Construction unlesssigned a s Approved

Origina l SizeContract: Drawing No: Sheet: Rev:PA4156 SKT-101 1 OF 1 AA3

01 For fina l a pprova l b y NZTA NR

6763

SCALE 1:4,000 @ A3 SIZE

W orks sub ject to existing P2W k consents

P2WK - TAS JOINT VENTURE FOR RMA APPROVALS

±!

STO RMW ATER W ETLAND

Plo t d ate: 18/06/2018 3:17:20 PM

Co nd itio ns o f Use.This d o c um ent m ay o nly b e used b yThe JV's c lient (and any o ther perso nwho The JV has agreed c an use thisd o c um ent) fo r the purpo se fo r whic h itwas prepared and m ust no t b e used b yany o ther perso n o r fo r any o therpurpo se.

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Do c um ent Path: J:\IE\Pro jec ts\02_New Z ealand \IZ 077800\01 Design\SPATIAL\MX D\A3_Land _Requirem ent_Plans_CurrentDesign_4LnMLR.m xdNo Revisio n Drawn Chec ked Appro ved Date

P2WK - TAS JOINT VENTURE FOR RMA APPROVALS SH1 Widening - Hudson Road to P2Wk

SH1 Widening - Hudson Road to P2Wk - general arrangement (1 and 2)

Pro jec t

TitleDrawn DraftingChec k Designed Design

Chec kNR - - -Appro ved DateAM MARCH 2018Scale AS SHO W N This Drawing m ust no t b e

used fo r Co nstructio n unlesssigned as Appro ved

O riginal SizeContract: Drawing No: Sheet: Rev:PA4156 SKT-102 01 AA3

01 Fo r final appro val b y NZ TA NR

0 50 100 15025 Metres

6763-State Highway 1 (Existingd esignatio n)Pro po sed alteratio n to d esignatio n6763Land inc lud ed in pro po sedalteratio n to d esignatio n 6763

Ind icative alignm ent

6769- Pūho i to W arkwo rth Sec tio n(Existing d esignatio n)


W O RKS SUBJECT TO EX ISTING P2W K CO NSENTS

±

!

CONNECTION TO FUTURE MATAKANA LINK ROAD (INDICATIVE)

!

STORMWATER WETLAND

Plot date: 18/06/2018 3:24:13 PM

Conditions of Use.This document may only be used byThe JV's client (and any other personwho The JV has agreed can use thisdocument) for the purpose for which itwas prepared and must not be used byany other person or for any otherpurpose.

DO NOT SCALE

Document Path: J:\IE\Projects\02_New Zealand\IZ077800\01 Design\SPATIAL\MXD\A3_Land_Requirement_Plans_CurrentDesign_4LnMLR.mxdNo Revision Drawn Checked Approved Date

P2WK - TAS JOINT VENTURE FOR RMA APPROVALS SH1 Widening - Hudson Road to P2Wk

SH1 Widening - Hudson Road to P2Wk - general arrangement (1 and 2)

Project

TitleDrawn DraftingCheck Designed Design

CheckNR - - -Approved DateAM MARCH 2018Scale AS SHOWN This Drawing must not be

used for Construction unlesssigned as Approved

Original SizeContract: Drawing No: Sheet: Rev:PA4156 SKT-102 02 AA3

01 For final approval by NZTA NR

0 50 100 15025 Metres

6763-State Highway 1 (Existingdesignation)Proposed alteration to designation6763Land included in proposedalteration to designation 6763

Indicative alignment


! SWALE

30

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40

N

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Date

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* Refer to Original Hardcopy for Signature

Title:

X:\03

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SIGN

\03 S

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-08 N

ORTH

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CONN

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AGENCYNZ

AKA KOTAHI

PŪHOI TO WARKWORTHMOTORWAY

NORTHERNEXPRESSGROUP

yyy 00.00.00xxx 00.00.001:1000

1:2000 0

FOR INFORMATION

NOT FOR CONSTRUCTIONORIGINAL IN COLOUR

···

···

STORMWATER

NORTHERN CONNECTION CATCHMENT FIGURES

<<<<

<<<<<<<<←300Ø

LEGEND:

ROAD DRAINAGE & STORMWATER TREATMENT CROSS DRAINAGE & STREAM DIVERSION GENERAL

80

CUT BATTER

FILL BATTER

ROCK CUT BATTER

SOIL DISPOSAL SITE

PROPOSED MOTORWAY

EXISTING WATERCOURSE (INTERMITTENT)

EXISTING WATERCOURSE (PERMANENT)

CONTOUR (MINOR)

CONTOUR (MAJOR)

DESIGNATION BOUNDARY

EXISTING PROPERTY BOUNDARY

EXISTING WATERCOURSE(INTERMITTENT - ABANDONED)

EXISTING WATERCOURSE(PERMANENT - ABANDONED)

WINGWALL

GRASS LINED SWALE (NC-E / NC-F)REFER TO DRG-SW-05-0452

ROCK LINED SWALE (NC-A)REFER TO DRG-SW-05-0452

STORMWATER TREATMENT WETLANDS

STORMWATER MANHOLE

CATCHPIT MANHOLE

CATCHPIT

SCRUFFY DOME

WINGWALL

CULVERT

MEDIAN DRAINAGE WITH 600Ø INSPECTION MH

STORMWATER PIPES - RCRRJ UNLESSOTHERWISE SPECIFIED

SWALE OUTLET & DIVERSIONSTRUCTURE FOR LARGE FLOWS.

PIPE SYSTEM & DIVERSION STRUCTUREFOR LARGE FLOWS

SM2 KERB & CHANNEL.REFER TO DRG-CA-00-0100

DRAINAGE DISCHARGE APRON / TURNOUT

EXISTING STORMWATER LINE

SCRUFFY DOME

SMALL CUT-OFF DRAIN (TYPE A100)REFER TO DRG-SW-05-0452

ROCK LINED SWALE (NC-B)REFER TO DRG-SW-05-0452

ROCK LINED SWALE (NC-C)REFER TO DRG-SW-05-0452

ROCK LINED SWALE (NC-D)REFER TO DRG-SW-05-0452

PLANTED SWALE (NC-G / NC-H)REFER TO DRG-SW-05-0452

SOILDISPOSAL

SITE 1

CONCRETE DISH DRAINREFER TO DRG-SW-05-0452

CS8A-F FILL ZONE ID

CS8A-FCS8A-FCS8A-C CUT ZONE ID

PRIVATE ACCESS WAY DROP KERB.REFER TO AUCKLAND TRANSPORT CODE OFPRACTICE, DRAWING GD019

C ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC EAF 10.05.18B ISSUE FOR STAGE 2 DETAILED DESIGN EAA BJC EAF 01.03.18A ISSUE FOR STAGE 1 CONCEPT DESIGN JATG BJC EAF 01.11.17

NOT FOR CONSTRUCTION

FINAL DESIGN

2018-05-10 17:08:42

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AGENCYNZ PŪHOI TO WARKWORTH

MOTORWAYNORTHERNEXPRESSGROUP

12.10.17J.GABRIEL12.10.17K.NG

NTS

NTS STORMWATER

CP2Wk-DRG-SW-05-0200STORMWATER LEGEND AND NOTES

13-08 NORTHERN CONNECTION

NOTES:

1. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.

2. ALL PIPE, MANHOLE AND CULVERT SIZES ARE IN MILLIMETRES UNLESS NOTEDOTHERWISE.

3. COORDINATE DATUM: NZGD2000, NEW ZEALAND TRANSVERSE MERCATOR (NZTM2000)LEVEL DATUM: LINZ (MSL) AUCKLAND VERTICAL DATUM 1946.

4. ALL PIPES ARE RCRRJ UNLESS OTHERWISE STATED.

5. ALL PIPES, SWALES AND KERB LINE SHOWN ARE SCHEMATIC ONLY.

6. DESIGNER TO INSPECT CULVERT TRENCH EXCAVATION TO CONFIRM GROUNDCONDITIONS MATCH DESIGN ASSUMPTIONS. WHERE GROUND CONDITIONS ARE NOT ASANTICIPATED AND FAIL TO MEET THE SPECIFICATION, DESIGNER TO ADVISE ON GROUNDIMPROVEMENT REQUIRED.

7. IN GENERAL CULVERT TRENCH SUBGRADE AND SUBGRADE BENEATH THE INLET ANDOUTLET STRUCTURE TO BE UNDERCUT TO A MINIMUM UNDRAINED SHEAR STRENGTH OF80kPa UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. ANY UNDERCUT SHALL BEBACKFILLED WITH COMPACTED CLASS 1 ROCKFILL.

8. WHERE THERE IS AN ABRUPT CHANGE FROM ROCK TO SOIL ALONG THE CULVERTALIGNMENT, LOCALISED OVER EXCAVATION AND BACKFILLING WITH CLASS 1 ROCKFILLMAY BE REQUIRED. THIS SHALL BE AGREED WITH THE DESIGNER AND THECONSTRUCTOR DURING CONSTRUCTION.

9. CONSTRUCTOR TO CONSIDER CONSTRUCTION SEQUENCING WHERE CULVERTS CROSSSHEAR KEYS, UNDERCUT AREAS OR SUBSOIL DRAINAGE.

HOLD POINT

LAND TO BE ACQUIRED BY NZTA(SUPERCEDED NO LONGER

CURRENT)

60

60

50

50

40

900

700

800

47033

0200

0

0

100

47033

MATC

HLIN

E - R

EFER

DRG

-SW

-01-

0204

MATC

HLIN

E - R

EFER

DRG

-SW

-01- 0

202

N

NORTHERN CONNECTION - KEY PLAN

6

541

23

NN33

MATCHLINE - REFER DRG-SW-01- 0206

SWALE (NC-B)

SWAL

E (NC

-G)

SWALE(NC-B)

SWALE (NC-C) SWALE (NC-D)

SWALE (NC-F)

375m

mØ

CPMH M1-1N

CP M1-1O2

CPMH M1-1N2

CP M1-1N4300m

mØ

CPMH M1-1M

CPMH M1-1F3

300m

mØ

CP M1-1F4

CPMH M1-1F2

300m

mØ37

5mmØ

<<<<<<<<<<<<<<<<<<

< < < < << < < < < < < < <

525mmØ

525m

mØ

525mmØ

375mmØ

300mmØ

300mmØ

CPMHM1-1D

CPMHM1-1E

CPMH M1-1F

CPMHM1-1G

CPMHM1-1H

CPMHM1-1I

300m

mØ

CPMHM1-1D1

CPMHM1-1F1

300mmØ

CPMHM1-1G1

300m

mØ

CPMHM1-1H1

600mmØ

600mmØ

525mmØ

375mmØ

300mmØ

CPMH M1-1O

CPMH M1-1P

300mmØ

CPMHM1-1M2

375mmØ300mmØ

300mmØ

CPMHM1-1N1

CPMHM1-1N3

450m

mØ

CPMH M1-1O1

375mmØ

CPMHM1-1P1

HW M1-1BO

<<

<<

<<

<<

<<

SWALE (NC-A)

SWALE (NC-F)

SWALE(NC-H)

SWALE(NC-H)

SWALE (NC-F)

SWALE (NC-F)

< < < < << < <

SWALE (NC-F)

CP M1-1H2300mmØ

CP M1-1F5

300mmØ

300m

mØ

< < < < < < <

<<<<<<<<<<<<

<<<<

<<<<

<<<<

<<<<

<<<<

<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<

SWALE (NC-F)

<<<<<<<

<<

<<

<<

<<

<<

<

<<<<<

CPMHM1-1E1

300mmØ

CPMHM1-1M1

300m

mØ

1050

Ø

675Ø

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MOTORWAYNORTHERNEXPRESSGROUPC ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC EAF 10.05.18

B ISSUE FOR STAGE 2 DETAILED DESIGN EAA BJC EAF 01.03.18A ISSUE FOR STAGE 1 CONCEPT DESIGN JATG BJC EAF 01.11.17


FINAL DESIGN

2018-05-10 17:08:44

12.10.17J.GABRIEL12.10.17K.NG

1:1000

1:500 STORMWATER

CP2Wk-DRG-SW-05-0203LAYOUT PLAN - SHEET 3 OF 6CULVERTS, STREAM DIVERSIONS, LONGITUDINAL STORMWATER & WETLANDS


EXISTING CULVERTS TO BE ABANDONED.REMOVE OR FILL WITH CONCRETE GROUT

CULVERT E180REFER DRG-SW-05-0011

SWALE TO HAVE MINIMUM GRADEOF 1% AT TIE IN WITH SCRUFFY

DOME

750mm WIDE x 75mm DEEP DISH CHANNEL ADJACENT TOEXISTING RETAINING WALL AT MIN 0.5% GRADE.REFER DRG-SW-05-0452

NOTES:

1. REFER TO DRG-SW-05-0200 FOR LEGEND AND GENERAL NOTES.

2. WHERE PROPOSED COVER TO PIPE IS LESS THAN 700mm, PIPE IS TO BECAPPED WITH 150mm 20MPa CONCRETE FOR WIDTH OF DIAMETER PLUS400mm. PROVIDE 100mm GAP20 BETWEEN PIPE AND CONCRETE CAP.

INSTALL 0.20 DEEP 0.10 WIDE Z1000 MEA 'HYDRO' DRAINWITH GALVANISED STEEL MESH GRATE - CLASS C WITH

STANDARD LOCKING MECHANISM - BENEATH FOOTPATHAT MIN 0.5% GRADE. PROVIDE 0.5 x 0.5 D50=0.10-0.20

THICK ROCK APRON AT OUTLET

3.0 LONG DISH CHANNELCONNECTING TO KERB.REFER DRG-SW-05-0450

raman

Polygon

raman

Text Box

FOR STORMWATER PURPOSES ONLY

raman

Text Box

WORKS SUBJECT TO EXISTING CONSENTS

raman

Text Box

Culvert connecting into consented area authorised under P2Wk

63 STATE HIGHWAY 1

40

40

ONLY STH SH1

ONLY STH SH1

NTH SH1

0

0

300

500

0200

0400

48

50

46

44

42

40

38

36

34

32

36

34

32

28

30

26

24

38

36

30

30

63 STATE HIGHWAY 1


6

541

23

N

MATCHLINE - REFER DRG-SW-05-0103

4

MATC

HLIN

E - R

EFER

DRG

-SW

-05-

0105

05-0

205

1050

Ø

1350

Ø

675ØSWMH

E530-W1

300m

mØ

300mmØ

300mmØ

600mmØ

SWMHE530-E

375mmØ

375mmØ

300mmØ CPMHM1-1I

300m

mØ

300mmØ300mmØ

300mmØ

HW N1-1A

CPMHN1-1C

CPMHN1-1D

CPMHN1-1E

CPMHN1-1E1

CPMHN1-1E2

450mmØ

450m

mØ

CPMHN1-1G

CPMHN1-1G1

300m

mØ

CPMHN1-1C1

300m

mØ

CPMHN1-1D1

SDMHE530-W2

SDMHN1-O1B

SWMHN1-1B

SDMHE530

525mmØ 525mmØ525mmØ

SWMHE530-W3

SDMHE530-W4

0203

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FINAL DESIGN

2018-05-10 17:08:44

12.10.17J.GABRIEL12.10.17K.NG

1:1000

1:500 STORMWATER



EXISTING 300mmØ CULVERTS TO BE REMOVEDOR FILLED WITH CONCRETE GROUT

EXISTING 300mmØ CULVERT TO BE REMOVEDOR FILLED WITH CONCRETE GROUT

WETLAND WN1

INSTALL 0.20 DEEP 0.10 WIDE Z1000 MEA ' HYDRO' DRAIN WITHGALVANISED STEEL MESH GRATE - CLASS D WITH STANDARD

LOCKING MECHANISM - BENEATH FOOTPATH AT MIN 0.5% GRADE

NOTES:

1. REFER TO DRG-SW-05-0200 FOR LEGEND AND GENERAL NOTES.


SWALE (NC-D) SWALE (NC-B)

SWALE (NC-H)

CEMETERY 'NO GO' ZONE

INSTALL MEA INLINE SUMP WITH 0.15PVC PIPE OUTLET TO SWMH E530-W3

AT MIN 2% GRADE

LINE SWALE WITH D50=0.15 ROCK FROM BARRIER TERMINUS TOSCRUFFY DOME AND TURN OUT CONCRETE DISH CHANNEL

WITHIN CYCLE WAY

500mm WIDE x 50mm DEEP CONCRETE DISH CHANNEL ADJACENTTO RETAINING WALL. REFER DRG-SW-05-0452

500mm WIDE x 50mm DEEP CONCRETE DISHCHANNEL ADJACENT TO RETAINING WALL.REFER DRG-SW-05-0452

raman

Polygon

raman

Text Box


raman

Cloud

raman

Rectangle

raman

Rectangle

raman

Rectangle

raman

Rectangle

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Rectangle

raman

Text Box

WETLAND LOCATION TO BE REFINED

raman

Text Box

WORKS SUBJECT TO EXISTING CONSENTS

30

30

HUDSON ROAD

MATAKANA LINK ROAD

0500 0600 00

800700

LIMIT OF WORKS

LIMIT OF WORKS

MATC

HLIN

E - R

EFER

DRG

-SW

-01-

0204


N

6

541

23

N5

1350

Ø

SWMHE530-W1

CPMHHR-1F

300mmØ

600mmØ

SWMHE530-E

375mmØ

375mmØ

300m

mØ

300mmØ

HW N1-1A

CPMHN1-1C

450mmØ

450m

mØ

CPMHN1-1G

CPMHN1-1G1

450mmØ

450mmØ375mmØ

375m

mØ

375mmØ

375mmØ

HW HR-1A

SWMH HR-1B

CPMHHR-1CCPMH

HR-1D

CPMHHR-1E

SWMHHR-1G

300m

mØ

CPMH HR-1C1

300mmØCPMHHR-1D1

300mmØ

DCPMHHR-1G1

375m

mØ 300mmØ

DCPMHHR-1G2

CP HR-1G3SDMHN1-O1B

SWMHN1-1B

SDMHE530

525mmØ

EXISTING 0.60 X 0.60 BOX CULVERT

EXISTING MANHOLE LID TO BE BURIED

EXISTING MANHOLE LID TO BE ROTATED SO ENTRY COVER SITS BEHIND KERB.LID TO BE BURIED BELOW BASECOURSE LAYER. ADDITIONAL RING RISERS TOBE INSTALLED SO MANHOLE COVER REMAINS ACCESSIBLE AT FSL

EXISTING 900mmØ

HUDSON ROAD TREATMENT SWALE. 2 ATTENUATION BUNDS TO BEEVENLY SPACED OVER 65.0 LENGTH. REFER DRG-SW-05-0457

SWALE PROFILE TO TRANSITIONTO EXISTING PROFILE

REMOVE EXISTING HEADWALL

EXISTING HEADWALL TO BE REMOVED AND PIPE REMOVED OR FILLEDWITH FLOWABLE FILL. INSTALL NEW HUMES 04638 SERIES 600 HEADWALLAND 375mmØ LEAD AT MIN. 0.5% GRADE

EXISTING CATCHPITS, LEADS AND OUTLET STRUCTURES ADJACENT TO NORTHBOUND CARRIAGEWAY TO BE REMOVED

EXISTING CULVERT TO BE REMOVEDOR FILLED WITH GROUT

EXISTING MANHOLE LID LEVELTO BE RAISED TO FS LEVEL

EXISTING 225mmØ LATERAL LEAD TO BE EXTENDED TO NEW1350mmØ CULVERT WITH CLASS 2 RCRRJ 225mmØ PIPE.

REFER TO NOTE 4 EXISTING 100mmØ NOVACOIL SUBSOIL DRAINS TOBE EXTENDED AND CONNECTED TO NEW CULVERT.REFER TO NOTE 3

NEW 375mmØ CONCRETE PIPE TO SADDLENEW E530 CULVERT. REFER TO NOTE 3

WETLAND WN1

XX

XX

XX

XX

XX

XX

XX

XX

EXISTING CATCHPITS, MANHOLES AND STORMWATER PIPES TO BE PROTECTED AND PRESERVED, REFER NOTE 3

REMOVE EXPOSED LENGTH OF EXISTING 750mmØ PIPE AND INSTALL HUMES 05609SERIES 1050 (SMALL) CONCRETE HEADWALL FLUSH WITH FINISHED SWALE BATTER

INSTALL NEW HUMES 04638 SERIES 600 HEADWALLAND 375MMØ LEAD AT MIN. 0.5% GRADE

LOCALLY REGRADE EXISTING GROUND SURFACEWITHIN DESIGNATION TO PROVIDE FALL TOCULVERT INLETS

INSTALL NEW TEMPORARY HUMES 04638SERIES 600 HEADWALL AND 375mmØLEAD AT MIN. 0.5% GRADE

EXISTING SWALE TO BE TEMPORARILYDIVERTED TO NEW TEMPORARY CULVERT

TIE INTO EXISTINGKERB AND CHANNEL

REMOVE EXPOSED LENGTH OF EXISTING 300mmØ PIPE AND INSTALL HUMES 04640SERIES 300 HEADWALL FLUSH WITH SWALE BATTER

EXISTING HEADWALL TO BE REMOVED AND PIPES TRIMMED BACK TOTHE SWALE BATTER. INSTALL HUMES 05609 SERIES 1050 (SMALL)

HEADWALL ON EXISTING 900mmØ PIPE, FLUSH WITH SWALE. INSTALLHUMES 04640 SERIES 300 HEADWALL ON EXISTING 300mmØ PIPE

FLUSH WITH BUND. LOCALLY FILL WITH ROCK WHERE REQUIRED.

XX

X X

CONSTRUCTOR TO CONFIRM WITH THE DESIGNER THE LOCATION OF EXISTING SERVICES MATCH THOSEINDICATED ON DRAWING. WHERE SERVICES DIFFER, THE CONSTRUCTOR IS TO AGREE WITH THEDESIGNER ON ANY REQUIRED CHANGES TO DESIGN. HOLD POINT

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FINAL DESIGN

2018-05-10 17:08:45

12.10.17J.GABRIEL12.10.17K.NG

1:1000

1:500 STORMWATER



NOTES:1. REFER TO DRG-SW-05-0200 FOR LEGEND AND GENERAL NOTES.


3. PIPE INVERT LEVELS OF EXISTING MANHOLES TO BE CONFIRMED ANDAGREED WITH THE DESIGNER PRIOR TO INSTALLATION OF LINE HR-1.

4. EPOXY GROUT ALL AROUND PIPE JOINT INSIDE CULVERT TOCOMPLETELY SEAL JOINT AND PROVIDE MINIMUM 200mm 20MPaCONCRETE ENCASEMENT ALL AROUND EXTERNAL PIPE JOINT. FORCONCRETE PIPES, PROVIDE FLEXIBLE JOINT WITHIN 1.0 OF CONNECTIONTO THE CULVERT. FOR PERFORATED SUBSOIL DRAINS, CORRUGATION ISTO BE CLEARED OF ANY MORTAR SEEPAGE INSIDE PIPE.

HOLD POINT

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Polygon

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Rectangle

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Rectangle

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Rectangle

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Rectangle

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WETLAND LOCATION TO BE REFINED

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INTERSECTION IS SUBJECT TO FURTHER DESIGN

ONLY ONLY

N

39

40

38

38

39

40

44

45

46

47

48

49

<<

<<

300mmØCPMH

M1-1HCPMH

M1-1I

300mmØ

CPMHM1-1H1

CPM1-1H2

300mmØ

1050Ø

675Ø

DATUM 30.0mRL

CHAINAGE (m)

PIPE DIA. / GRADE

EXISTING LEVEL (m)

DESIGN LEVEL (m)

INVERT LEVEL (m)

CLASS 3 +VE HS21050Ø RCRRJ @ 1.21%

43.21

39.54

40.20

0.00

39.13

CLASS 3 +VE HS2675Ø RCRRJ @ 2.20%

24.57

42.69

42.00

43.21

39.65

39.79

42.75

41.54

67.78

40.34

MOTORWAY CL

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FINAL DESIGN

2018-05-10 17:08:46

12.10.17J.GABRIEL12.10.17K.NG

1:500

1:250 STORMWATER

CP2Wk-DRG-SW-05-0011PLAN & LONGITUDINAL SECTIONCULVERT E180


PLANSCALE 1:250 (A1)

ROCK RIPRAP, 2050Ø MANHOLE & SCRUFFY DOME.REFER DRG-SW-05-0013

OUTLET ROCK RIPRAP APRON AND WINGWALL.REFER TO DRG-SW-05-0014

OUTLET ROCK RIPRAP APRON AND WINGWALL.REFER TO DRG-SW-05-0013

INLET ROCK RIPRAP, 2050Ø MANHOLE & SCRUFFY DOME.REFER DRG-SW-05-0013

EXISTING CULVERT TO BE ABANDONED,REMOVED OR FILL WITH CONCRETE GROUT




2. "-VE" DENOTES NEGATIVE PIPE PROJECTION AND "+VE" DENOTESPOSITIVE PIPE PROJECTION. REFER TO DRAWING DRG-SW-00-0100FOR BEDDING DETAILS.

3. UNDERCUT ALL ALLUVIUM TO RESIDUAL SOILS WITH MIN. 80KPaSTRENGTH.

REFER TO NOTE 3 FORGROUND IMPROVEMENTS

LONGITUDINAL SECTIONSCALE 1:250 (A1)

INLET ROCK RIPRAP, 1200Ø MANHOLE & SCRUFFY DOME.REFER TO DRG-SW-05-0012

REFER TO DRG-GE-05-0251 FORINTERFACE WITH RETAINING WALL

INLET ROCK RIPRAP, 1200Ø MANHOLE & SCRUFFY DOME.REFER TO DRG-SW-05-0012

REFER TO DRG-GE-05-0251 FORINTERFACE WITH RETAINING WALL

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0.20 THICK 20MPa CAST INSITUCONCRETE WITH 665 MESHCENTRALLY LOCATED IN SLAB

0.05 THICK COMPACTED GAP20BEDDING OR SITE CONCRETE

SCABBLE SURFACE OF MANHOLE5mm DEEP ALL AROUND FORAPRON CONNECTION

1200Ø PRECAST CONCRETE MANHOLE

FILL BASE OF MANHOLE TOIL WITH 20MPa CONCRETE


EXISTING GROUND

SWALE PROFILESWALE PROFILE

CLMANHOLE

RL 41.54

FLOW

PIPE JOINT WITHIN 1.0 OF MANHOLE

20MPa CONCRETE ENCASEMENT ALLROUND PIPE JOINT. MINIMUM 0.20

PROPRIETARY HIGH PROFILE GALVANISEDSCRUFFY DOME WITH BARS @ 0.60 C/C

100mmØ PERFORATED NEXUS HIWAYSMOOTH BORE DRAINAGE PIPE TO INLET

FROM BENEATH RETAINING WALL

1 -

N

01

02

03 04

0506

1.0(TYPICAL)

3.3

3.25

B ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC EAF 10.05.18A ISSUE FOR STAGE 2 DETAILED DESIGN EAA BJC EAF 01.03.18


FINAL DESIGN

2018-05-10 17:08:51

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30.01.18G. BROWN30.01.18R. WILSON

1:50

1:25 STORMWATER

BP2Wk-DRG-SW-05-0012INLET PLAN & SECTIONCULVERT E180



2. HANDRAIL SAFETY BARRIER TO BE GALVANISED 1.017m HIGH WEBFORGEMONOWILLS STANDARD HANDRAIL SYSTEM (TYPE S OR SO STANCHIONS)OR AS ACCEPTED BY DESIGNER. HANDRAIL TO BE CONTINUOUS AROUNDHEADWALL TO EXTENT SHOWN OR WHERE FALL HEIGHT IS GREATERTHAN 1m.

3. REFER TO DRG-SW-05-0011 FOR LONGSECTION.

4. FOR LAND DRAINAGE REFER TO LAYOUT PLAN DRG-SW-05-0201 TO 0206.

PLANSCALE 1:25 (A1)

1-

SECTION SCALE 1:25 (A1)

SETOUT POINTSID EASTING, mE NORTHING, mN LEVEL, mRL

01 1747528.24 5971670.86 40.3402 1747527.68 5971671.10 40.3403 1747527.42 5971673.09 42.3504 1747530.46 5971671.69 42.3505 1747529.10 5971668.73 43.7806 1747526.05 5971670.12 43.78

0102

GALVANISED MANHOLE RUNGS

1200Ø PRECAST CONCRETE MANHOLEWITH PROPRIETARY HIGH PROFILE

SCUFFY DOME WITH BARS @ 600 C/C.

0.40 WIDE SLAB, 0.20 THICK WITHEDGE THICKENING TO 0.4 ALL ROUND

CONCRETE APRON SLAB 0.20 THICK 20MPaCONCRETE WITH ONE LAYER 665 MESH

REINFORCING CENTRALLY LOCATED IN SLAB

675Ø RC PIPE

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1-

N

1.0 (TYPICAL)

02

03

0704

0506

01

010203

RL 42.0

CLMANHOLE



FINAL DESIGN

2018-05-10 17:08:51

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30.01.18G. BROWN30.01.18R. WILSON

1:50

1:25 STORMWATER

BP2Wk-DRG-SW-05-00132050 MANHOLE PLAN & SECTIONCULVERT E180






PLANSCALE 1:25 (A1)

1-



01 1747506.58 5971680.13 39.75

02 1747505.65 5971680.53 39.70

03 1747505.10 5971679.67 39.65

04 1747504.70 5971683.39 42.86

05 1747508.49 5971681.50 42.86

06 1747506.80 5971678.10 42.68

07 1747502.97 5971679.92 42.66

1050Ø RC PIPE

675Ø RC PIPE

GALVANISED MANHOLE RUNGS

2050Ø PRECAST CONCRETE MANHOLE WITH PROPRIETARYHIGH PROFILE SCRUFFY DOME WITH BARS @ 0.60 C/C

CONCRETE APRON SLAB 0.20 THICK 20MPa CONCRETE WITH ONELAYER 665 MESH REINFORCING CENTRALLY LOCATED IN SLAB

0.40 WIDE SLAB, 0.20 THICK WITH EDGETHICKENING TO 0.40 ALL ROUND

PROPRIETARY HIGH PROFILE GALVANISEDSCRUFFY DOME WITH BARS @ 0.60 C/C

675Ø RC PIPE1050Ø RC PIPE

PIPE JOINT WITHIN 1.0 OF MANHOLE


FILL BASE OF MANHOLE TO IL WITH 20MPa CONCRETE

0.20 THICK 20MPa CAST INSITU CONCRETE WITH 665MESH CENTRALLY LOCATED IN SLAB

0.05 THICK COMPACTED HAP20BEDDING OR SITE CONCRETE

SCABBLE SURFACE OF MANHOLE 5mm DEEPALL AROUND FOR APRON CONNECTION

2050Ø PRECAST CONCRETE MANHOLE

20MPa CONCRETE ENCASEMENT ALLROUND PIPE JOINT. MINIMUM 0.20

SWALE PROFILE

EXISTING GROUND

FINISHED GROUND

FLOW FLOW

FLOW

FLOW

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39

38

38

40

40

A ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC EAF 10.05.18


FINAL DESIGN

2018-05-10 17:09:01

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07.05.18J.GABRIEL07.05.18R. WILSON

1:50

1:25 STORMWATER

AP2Wk-DRG-SW-05-0014OUTLET PLAN & SECTIONCULVERT E180







01 1747482.54 5971644.01 39.13

ROCK RIPRAP TRANSITION 6.3 MINIMUMLENGTH TO TIE IN WITH DOWNSTREAMCHANNEL. EXTENT TO BE CONFIRMED

ON SITE WITH THE DESIGNER.

PLAN - OUTLETSCALE 1:25 (A1)

EXISTING STREAM

WINGWALL HANDRAIL SAFETYBARRIER, REFER NOTE 2

STANDARD HUMES 05536 SERIES1050 CONCRETE HEADWALL

1050Ø RC PIPE

FLOW

1050Ø RC PIPE

1-


PRECAST CONCRETE WINGWALL

CONSTRUCT WINGWALL AT SAME SLOPE AS PIPE

0.10 (MIN) THICK WELL COMPACTEDAP40 BASE COURSE

EXISTING GROUND

6.3 (MIN) LONG RIPRAP APRON D50=0.35 ROCK,LAID ON BIDIM A39, 0.80 THICK.

EXTENT TO BE CONFIRMEDON SITE WITH THE DESIGNER.


FINAL EMBANKMENT FINISH

EXTEND ROCK RIPRAP UP TO 0.50 HEIGHTABOVE BASE OF RIPRAP AT 2H:1V


01

1- FLOW

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N

1350Ø

CHAINAGE (m)

PIPE DIA. / GRADE

EXISTING LEVEL (m)

DESIGN LEVEL (m)

INVERT LEVEL (m)

DATUM 20.0mRL

CLASS 3 +VE HS3

1350Ø RCRRJ @ 3.80%

(41.97)

25.53

27.10

0.00

24.99

26.59

(15.94)

31.08

32.34

41.97

26.59

(20.18)

28.08

32.10

57.91

27.20

27.28

DESI

GNAT

ION

BOUN

DARY

28.39

29.42

78.10

CLASS 2 +VE HS3

1350Ø RCRRJ @ 3.80%

CLASS 2 +VE HS3

1350Ø RCRRJ @ 3.80%

MOTORWAY CL

28.05


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MOTORWAYNORTHERNEXPRESSGROUPB ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC EAF 10.05.18

A ISSUE FOR STAGE 2 DETAILED DESIGN EAA BJC EAF 01.03.18


FINAL DESIGN

2018-05-10 17:08:50

26.01.18G. BROWN26.01.18R. WILSON

1:500

1:250 STORMWATER

BP2Wk-DRG-SW-05-0051PLAN & LONGITUDINAL SECTIONCULVERT E530


PLANSCALE 1:250 (A1)

LONGITUDINAL SECTIONSCALE 1:250 (A1)

INLET ROCK ROCK APRON,WINGWALL & RELIEF RISER.REFER TO DRG-SW-05-0052


2. "-VE" DENOTES NEGATIVE PIPE PROJECTION AND "+VE" DENOTESPOSITIVE PIPE PROJECTION. REFER TO DRAWING DRG-SW-00-0100FOR BEDDING DETAILS.

WETLAND WN1REFER TO DRG-SW-05-0511 FOR DETAIL

INLET ROCK ROCK APRON,WINGWALL & RELIEF RISER.REFER TO DRG-SW-05-0052

WETLAND WN1REFER TO DRG-SW-05-0511FOR DETAIL

REMOVE AND REPLACE EXISTING WINGWALL TOCONNECT TO NEW 1350Ø CULVERT

REINSTATE RIPRAP AND TIE INTO GROUND PROFILE

REINSTATE RIPRAP AND TIE INTO GROUND PROFILE

REMOVE AND REPLACEEXISTING WINGWALL WITH

HUMES 05538

EXISTING CULVERT TO BE REMOVEDOR FILLED WITH GROUT.

EXISTING MANHOLE TO BE REMOVED

EXISTING CULVERT TO BE REMOVED

EXISTING 225Ø LATERAL LEAD TO BEEXTENDED TO NEW 1350Ø CULVERT

NOTE: CULVERT TO BE CONSTRUCTED AFTER COMPLETION OF PRELOAD PERIOD

SDMH E530REFER TO STORMWATER LONGITUDINAL SECTION NETWORKDRG-SW-05-0431

375Ø PIPE SADDLE CONNECTION TO 1350Ø RRCJ PIPE

EXISTING CULVERT TOBE REMOVED OR

FILLED WITH GROUT.

HOLD POINT

375Ø SADDLE CONNECTION.REFER DRG-SW-05-0431

EXISTING CULVERT WILL BE SUBJECT TOSETTLEMENT DURING PRELOAD PERIOD AS

DETAILED ON DRG-GE-05-0174. CONSTRUCTORTO MONITOR AND MAINTAIN CULVERTINTEGRITY DURING PRELOAD PERIOD.

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N

01

BOUN

DARY

LAND

TO

BE A

CQUI

RED

STANDARD HUMES 055381800 CONCRETE HEADWALL


FINAL EMBANKMENT FINISH

CONSTRUCT WINGWALL BASEAT SAME SLOPE AS PIPE

RIPRAP APRON D50=0.15 ROCK,LAID ON BIDIM A29, 0.30 THICK. EXTENDTO BOUNDARY. TO BE CONFIRMED ONSITE BY THE DESIGNER

0.10 (MIN) THICK WELL COMPACTEDAP40 BASE COURSE

EXISTING GROUNDFLOW

1350Ø RC PIPE

PROVIDE SQUARE EDGE ATINLET

01

CULVERT FISH PASSAGEBAFFLES (REFER TO NOTE 5)



FINAL DESIGN

2018-05-10 17:08:49

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30.01.18G. BROWN30.01.18R. WILSON

1:50

1:25 STORMWATER

BP2Wk-DRG-SW-05-0052INLET PLAN & SECTIONCULVERT E530



2. HANDRAIL SAFETY BARRIER TO BE GALVANISED 1.017m HIGH WEBFORGEMONOWILLS STANDARD HANDRAIL SYSTEM (TYPE S OR SO STANCHIONS)OR APPROVED EQUIVALENT. HANDRAIL TO BE CONTINUOUS AROUNDHEADWALL TO EXTENT SHOWN OR WHERE FALL HEIGHT IS GREATERTHAN 1m.



5. FISH PASSAGE BAFFLES TO BE 1300mm WIDE X 2400mm LONG SHEETSWITH 180mm HIGH BAFFLES IN 3-2-3 BAFFLE SPACING ARRANGEMENTBOLTED AS PER MANUFACTURER'S REQUIREMENTS.

PLAN - INLETSCALE 1:25 (A1) 1:50 (A3)

1350Ø RC PIPE

ROCK RIPRAP TRANSITION TO TIE INWITH UPSTREAM CHANNEL. EXTEND UPTO THE BOUNDARY. TO BE CONFIRMEDON SITE BY THE DESIGNER.

WINGWALL HANDRAIL SAFETYBARRIER, REFER NOTE

STANDARD HUMES 05538 SERIES1800 CONCRETE HEADWALL

FLOW

1-

SECTION SCALE 1:25 (A1) 1:50 (A3)


01 1747839.12 5971519.47 28.05



0.5 WIDE x 0.3 DEEP LOW FLOWCHANNEL. BACKFILL VOIDS WITH GAP40

GROUTED RIPRAP TO ENABLE FISH PASSAGE.ROCK TO HAVE AN EXPOSED DIMENSION OF 0.1 TO0.15, 25% COVERAGE (APPROX) SET IN 0.10 GROUT

HAUNCHING TO PROVIDE LOW FLOWPREFERENTIAL CHANNEL INTO CULVERTINLET. HAUNCHING TO BE 1 IN 10 SLOPE

1-

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VARIES(REFER TABLE A)

VARI

ES(R

EFER

TAB

LE A

)

WIRE ROPE BARRIER (CARRIAGEWAY ONLY) SHOULDER AND CARRIAGEWAYOR SHARED USE PATH

CUT BATTER SLOPE

FILL BATTER SLOPE

1.0 BENCH1% MIN SLOPE

TOWARDSCONVEYANCE

SWALE

1.51

PROVIDE MIN 0.30 COMPACTED CLAY LAYER UNDER SWALE WHEN LOCATED ON FILL EMBANKMENT.PROVIDE MIN 0.50 COMPATED STRUCTURAL FILL WHEN LOCATED ON CUT

1.51

A-

TYPICAL ROCK LINED SWALE - (NC-A, NC-B, NC-C, NC-D) SCALE 1:20 (A1)

EROSION PROTECTION ROCK LAID ONBIDIM A29 OR SIMILAR REFER TABLE A

REFER TO DRG-GE-05-0250 & 0251 FOR INTERFACE WITH RETAINING WALLS

1.00 MIN (CARRIAGEWAY)0.50 MIN (SHARED USE PATH)

WIDTH:DRAIN (NC-G) = 2.00DRAIN (NC-H) = 1.70

PARABOLIC VEGETATED CHANNELWITH 0.10 MIN TOPSOIL

0.50 MIN SHARED USE PATH

C-

DETAIL - TYPICAL PLANTED SWALE (NC-G & NC-H) SCALE 1:20 (A1)

CUT BATTER SLOPE

FILL BATTER SLOPE

DEPTH:DRAIN (NC-G) = 0.40DRAIN (NC-H) = 0.25

1.51

BUND TO BE CONSTRUCTED FROM INSITU MATERIAL ANDBE FINISHED WITH TOPSOIL. PLANT IN ACCORDANCE WITHTHE LANDSCAPE DRAWINGS. REFER DRG-CG-05-0002

1.00 MIN

0.60BASE WIDTH:

DRAIN TYPE A100 = 1.00

0.30 M

IN

EXISTING SLOPE

ROCK LINING D50 = 200mm(REFER TABLE B) ON BIDIM A29

CUT BATTER SLOPE

1.51

0.35

D-

DETAIL - TYPE A100 SWALE SCALE 1:20 (A1)

FILL BATTER SLOPE

E-

DETAIL - 750 DISH CHANNEL SCALE 1:20 (A1)

EXISTING SLOPE0.75

0.15

0.075

25MPa CONCRETE665 MESH REINFORCEMENT WITH MINIMUM50mm COVER ALL-ROUND

SHARED PATH PAVEMENT

F-

DETAIL - 500 DISH CHANNEL SCALE 1:20 (A1)

REFER TO DRG-GE-05-0250 &0251 FORINTERFACE WITH RETAINING WALLS

0.50

0.15

0.050

25MPa CONCRETE 665 MESH REINFORCEMENT WITH MINIMUM50mm COVER ALL-ROUND

SHARED PATH PAVEMENT

B-

DETAIL - TYPICAL GRASS LINED SWALE (NC-E & NC-F) SCALE 1:20 (A1)

WIRE ROPE BARRIER

CARRIAGEWAY

1.0 MINCUT BATTER SLOPE

FILL BATTER SLOPE

WIDTH:DRAIN (NC-E) = 2.75DRAIN (NC-F) = 1.50

PARABOLIC VEGETATED CHANNELWITH 0.10 MIN TOPSOIL

DEPTH:DRAIN (NC-E) = 0.50DRAIN (NC-F) = 0.20

B ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC ---A ISSUE FOR STAGE 2 DETAILED DESIGN EAA BJC EAF 01.03.18


FINAL DESIGN

2018-05-11 13:02:45

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12.02.18J.GABRIEL12.02.18R.WILSON

HALF SIZE

AS SHOWN STORMWATER

BP2Wk-DRG-SW-05-0452TYPICAL DETAILSWALE


SWALE

TYPE

DEPTH

(m)

BASE

WIDTH

(m)

ROCK SPECIFICATION

NC-A 0.4 2.4 DN 100mm - 200mm ROCK LAID 250mmTHICK ON BIDIM A29

NC-B 0.4 0.5 DN 100mm - 200mm ROCK LAID 250mmTHICK ON BIDIM A29

NC-C 0.5 0.5 DN 100mm - 200mm ROCK LAID 250mmTHICK ON BIDIM A29

NC-D 0.6 0.5 DN 100mm - 200mm ROCK LAID 250mmTHICK ON BIDIM A29

TABLE A - ROCK EROSION PROTECTION

NOTE: SWALE GRADIENT TO BE CONFIRMED ON SITE AND DICTATES SWALE TYPE

NOTES:1. REFER TO P2Wk-DRG-SW-05-0200 FOR LEGEND & GENERAL NOTES.

2. MAXIMUM DRAIN GRADE TO BE 50%. MINIMUM DRAIN SLOPE OF 0.5%UNLESS NOTED OTHERWISE ON PLANS.

3. PROVIDE 5.0m MINIMUM TRANSITION BETWEEN DRAIN GRADIENTCHANGES.

4. TO BE TOPSOILED & PLANTED IN ACCORDANCE WITH THE LANDSCAPEDRAWINGS & GEOTECHNICAL DRAWINGS DRG-CG-05-0001 & 0002

D50 = 200 D50 = 300 D50 = 350 D50 = 400DMAX 350mm 450mm 500mm 600mm

D50 200mm ± 30mm 300mm ± 30mm 350mm ± 30mm 450mm ± 50mm

D10 110mm ± 20mm 110mm ± 20mm 110mm ± 20mm 110mm ± 20mm

TABLE B - RIPRAP ROCK GRADING TABLE

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0.60

FLOW

150mmØ SN16 uPVCHS2 BEDDING

STANDARD HUMES 04638 SERIES 600CONCRETE WINGWALL

0.40

DN 0.1 TO 0.3 ROCK LAID0.4 THICK ON BIDIM A29.

150mmØ RRJ SN16 BEND WITH THREADEDEND CAP DRILLED WITH 50mmØ HOLE

0.34

COMPACTED CLAY


1.5H:1V BATTER SLOPE. LOCALLYFILL AT THE BACK OF WINGWALL

DN 0.1 TO 0.3 ROCK LAID 0.4 THICK ONBIDIM A29. INFILL VOIDS WITH GAP40.

1.00

VEGETATED CHANNELWITH MIN 0.3 TOPSOIL

0.1 WELL COMPACTEDGAP40 OR SITE CONCRETE

1-

2-

FLOW


150mmØ SN16 uPVC

EXTEND APRON MIN 1.0 FROM WINGWALL

0.4 DEEP 1.0 LONG ROCK LINED SUMP

DN 0.1 TO 0.3 ROCK LAID 0.4 THICK ON BIDIM A29.INFILL VOIDS WITH GAP40 ON BUND.

REFER TO LANDSCAPE DRAWINGSFOR PLANTING DETAILS


TREATMENT SWALEMIN 5.80 BASE WIDTH

MIN

0.90 D

EEP

SWAL

E

ATTE

NUAT

ION

BUND

0.80 H

EIGH

T0.4

0

150mmØ RRJ SN16 BEND WITH THREADEDEND CAP DRILLED WITH 50mmØ HOLE STANDARD HUMES 04638 SERIES 600

CONCRETE WINGWALL

VEGETATED CHANNELWITH MIN 0.3 TOPSOIL



FINAL DESIGN

2018-05-10 17:08:59

ORIGINAL IN COLOUR


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27.02.18E.APOSTOL27.02.18R.WILSON

1:50

1:25 STORMWATER

BP2Wk-DRG-SW-05-0457TYPICAL DETAILSHUDSON ROAD TREATMENT SWALE


A-

ATTENUATION BUND DETAIL SCALE 1:25 (A1)

1-


2-


NOTES:1. REFER TO P2Wk-DRG-SW-05-0200 FOR LEGEND & GENERAL NOTES.

2. MAXIMUM DRAIN GRADE TO BE 50%.

3. PROVIDE 5.0m MINIMUM TRANSITION BETWEEN DRAIN GRADIENTCHANGES.

4. TO BE TOPSOILED & PLANTED IN ACCORDANCE WITH THE LANDSCAPEDRAWINGS & GEOTECHNICAL DRAWINGS DRG-CG-05-0001 & 0002

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0500 0600

1-

N

SWMHE530-W1

CPMH HR-1F

300mmØ

600mmØ

SWMHE530-E

375mmØ

375mmØ

300m

mØ

300mmØ300mmØ

HW N1-1A

CPMH N1-1C

450mmØ

450m

mØ

CPMHN1-1G

300m

mØ

375mmØ

SWMHHR-1G

300mmØ

DCPMHHR-1G1

375m

mØ

300mmØDCPMHHR-1G2

CP HR-1G3

SDMHE530-W2

SDMHN1-O1B

SWMHN1-1B

SDMHE530

525mmØ 525mmØ

1

1.5

1

3

1

31

3

SEDIMENT FOREBAY POOLRL 30.4

0.80 HIGH PERMEABLE ROCKBUND USING 0.20 TO 0.40 ROCKLAID AT 1.5:1 (H:V) SLOPE

RL 31.0

RL 30.7

WETLAND PLANTINGBUNDS AND POOLS

EXISTING GROUND

0.45 MIN CLAY LINER COMPACTED TO 1 x10-8 MAXIMUM PERMEABILITY.

DESIGNER TO INSPECT GROUND PROFILEPRIOR TO INSTALLATION OF LINER.

0.30 MIN TOPSOIL

UNDERCUT FILL AREAS TO SOIL WITH MIN 50KPaSHEAR STRENGTH AND BACKFILL WITH STRUCTURAL

FILL. TO BE CONFIRMED BY DESIGNER. COMPACTED FILL

CULVERT E530REFER DRG-SW-05-0204FOR LAYOUT PLAN

PERMANENT POOL LEVEL RL 31.4

WETLAND CRESTRL 32.45

RL 31.291% AEP LEVEL (CULVERT E530 HEADWATER)

STRUCTURAL FILL. REFER GE SERIESWITHIN THIS PACKAGE.

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MOTORWAYNORTHERNEXPRESSGROUPB ISSUE FOR STAGE 3 FINAL DESIGN JATG BJC EAF 10.05.18

A ISSUE FOR STAGE 2 DETAILED DESIGN EAA BJC EAF 01.03.18


FINAL DESIGN

2018-05-10 17:08:57

12.02.18J.GABRIEL12.02.18R.WILSON

HALF SIZE

AS SHOWN STORMWATER

BP2Wk-DRG-SW-05-0511PLAN & SECTIONWETLAND WN1


CUT BATTERS 2:1 (H:V)

RIP RAP APRON D50=0.15 ROCK, 0.50 THICK ON BIDIMA39, 2.4 LONG, WIDTH TRANSITIONS FROM 2.30 WIDTH

AT HEADWALL TO 3.90 AT THE END OF THE APRON

3.0 WIDE MAINTENANCE & INSPECTION ACCESSALONG CREST OF WETLAND GRASSED WITH1% SLOPE TOWARDS TO WETLAND

GRASSED LAY DOWN AREA AT1% GRADE TOWARDS WETLAND

WETLAND PRIMARY OUTLET STRUCTURE.REFER DRAWING DRG-SW-03-0550 FOR DETAILS

INDICATIVE PERMANENT POOL LEVELFILL BATTERS 3:1 (H:V)

7.0 WIDE ROCK SPILLWAY LINED WITH D50=0.15 ROCKLAID 0.30 THICK ON BIDIM A39 ROCK RANGE 0.10 TO 0.30.

1-

SECTION SCALE 1:250 H, 1:50 V (A1)

1:500 H, 1:100 V (A3)

PLANSCALE 1:250 , 1:500 (A1)

CULVERT E530REFER TO DRG-SW-05-0051

REMOVE EXISTINGHEADWALL

HIGH FLOW DIVERSION

ELECTRONIC 3D MODEL IS ONLY APPLICABLE TO WETLAND WP1 ISSUED AS PARTOF THIS WORK PACKAGE. REFER TO MODEL:· SZ_DTM_WETLAND_WN1ANY OTHER INFORMATION IN THE MODEL IS NOT TO BE USED FOR CONSTRUCTION.REFER TO DRG-CA-00-1010 AND DRG-CA-00-1030 FOR FURTHER DETAILS

HOLD POINT

HOLD POINT

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Rectangle

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INTERSECTION IS SUBJECT TO FURTHER DESIGN

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WETLAND LOCATION TO BE REFINED IN CONJUNCTION WITH INTERSECTION DESIGN

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6763 Works subject to existing P2Wk consents · 6763 ` ` ` ` ` ` 6764-Road widening (Existing)...

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