HARVEYS LANE - s3-ap-southeast-2.amazonaws.com

AND CONDUIT DETAILSTELSTRA PLANS FOR SERVICE

REFER TO ELECTRICAL AND

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATIONS OF UNDERGROUNDSERVICES ARE APPROXIMATE ONLY AND

THEIR EXACT POSITION SHOULD BE PROVENON SITE. NO GUARANTEE IS GIVEN THAT

ALL EXISTING SERVICES ARE SHOWN.

TELCO PILLA

PROPOSED KERB & CHANNELEXISTING KERB & CHANNEL

ELECTRICITY LIGHT & POLETELCO PITS

FENCE LINEINVERT (DESIGN \ EXISTING)EDGE OF SEAL / EDGE OF BITUMEN (DESIGN \ EXISTING)

EXISTING DRAIN / PITPROPOSED DRAIN / PIT / I.S.

DIRECTION OF GRADINGPERMANENT SURVEY MARKSURVEY STATION

TOP OF BANK (DESIGN \ EXISTING)

EXIST/NATURAL SURFACE LEVEL

SHRUBS / TREES TO BE REMOVED

FINISHED SURFACE LEVELBACK OF PROPOSED KERB

EXISTING SHRUBS / TREES

PROP PAVEMENT FOOTPATH LEVEL

SIGN

LEGEND

FUTURE DRAIN / PIT

BOTTOM OF BANK

DIMENSION (IN METRES UNLESS STATED OTHERWISE)LEADER / ARROW

FALLFALLP 101.95

NS 101.95

TK 101.95FS 101.95

10.00

PROPOSED STREET TREE

HOUSE

PROPOSED TITLE BOUNDARY & SITE TITLE BOUNDARYPROPOSED FUTURE TITLE BOUNDARYPREVIOUS STAGE TITLE BOUNDARYPROPOSED OR EXISTING EASEMENT

PROPOSED SEWER RISING MAINPROPOSED SEWER AND MANHOLE

EXISTING GAS MAIN

EXISTING TELECO CABLE

PROPOSED WATER MAIN

EXISTING ELECTRICITY MAIN & PIT

EXISTING WATER MAIN, FIRE PLUG AND VALVE

PROPOSED GAS MAIN

PROPOSED TELECO MAIN

PROPOSED CATCH DRAINPROPOSED AG DRAIN

PROPOSED ELECTRICITY MAIN

EX G

EX E

EX W

E

G

T

EX T

> CATCH

D AG

W

E

EXISTING SEWER & MANHOLEPROPOSED FUTURE SEWERFS

PROPOSED FUTURE WATERFW

PROPOSED FUTURE ELECTRICITYFE

PROPOSED FUTURE GASFG

PROPOSED FUTURE TELECOFT

PROPOSED PRIVATE SEWER

PROPOSED PRIVATE WATER MAINPW

PROPOSED RECYCLED WATER MAINRW

PROPOSED PRIVATE GAS MAIN

PROPOSED PRIVATE TELECO MAIN

PROPOSED PRIVATE ELECTRICITY MAINPE

PG

PT

REVISIONREV

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1144301R01PROJECT & DWG No: REV:DWG STATUS:

C/ 58PRELIMINARY

© COPYRIGHTTHE INFORMATION CONTAINED ON

THIS DRAWING IS THE INTELLECTUALPROPERTY OF TOMKINSON GROUP.

COPYING OR USING THIS DRAWING INWHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OFTOMKINSON GROUP INFRINGES

COPYRIGHT

HARVEYS LANE11 HARVEYS LANE, JACKASS FLAT

CITY OF GREATER BENDIGO | DS/215/2019 HARVEYS LANE PTY LTD.B AMENDMENTS AS PER COUNCIL COMMENTS FOR APPROVAL BM BMSM 26/03/20

HEAD OFFICE: 57 MYERS STREET BENDIGO 3550 PH 03 5445 8700ABN 11 103 336 358 WWW.TOMKINSON.COM

C UPDATE DRAINAGE PIPE TYPES AND ANNOTATE BIN PADS BM BMBM 27/03/20

ROADS & DRAINAGE CONSTRUCTION PLANSLOCALITY PLANS & GENERAL NOTES

MGA94ZONE 55

GENERAL NOTES

PRIOR TO THE COMMENCEMENT OF WORKS

1. THE CONTRACTOR MUST NOTIFY THE RELEVANT AUTHORITY 7 DAYS PRIOR TOCOMMENCEMENT OF CONSTRUCTION OF THE RELEVANT WORKS.

2. THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FROM THEMUNICIPALITY & VICROADS FOR ANY WORKS UNDERTAKEN WITHIN AN EXISTINGROAD RESERVE PRIOR TO THE COMMENCEMENT OF WORKS.

3. THE CONSULTANT HAS MADE EVERY REASONABLE ATTEMPT TO LOCATEEXISTING SERVICES AND HAS SHOWN THESE ON THE DRAWINGS. THECONTRACTOR SHALL TAKE PHOTOGRAPHS AND PROVIDE A WRITTEN REPORTDETAILING THE CONDITION REGARDING ALL EXISTING INFRASTRUCTURE WHICHTHEY ARE INTERFACING WITH, OR OTHERWISE HAVING AN IMPACT ON.

4. PRIOR TO COMMENCING WORKS THE CONTRACTOR SHALL VERIFY THE LOCATIONOF ALL SERVICES BY SITE SURVEY (INSPECTION AND CONSULTATION WITH ALLRELEVANT SERVICING AUTHORITIES). THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES, WHETHER SHOWN ORNOT.

5. THE CONTRACTOR MUST CONTACT DIAL BEFORE YOU DIG (CALL 1100), OR VISITTHE DIAL BEFORE YOU DIG WEBSITE PRIOR TO COMMENCING WORKS ANDSATISFY THEMSELVES THAT THERE ARE NO SERVICES WITHIN THE VICINITY OFTHE WORK AREA.

6. NO WORK IS TO COMMENCE BEFORE THE CONTRACTOR HAS ASCERTAINEDWHAT UNDERGROUND SERVICES ARE PRESENT.

7. CONTRACTOR MUST FOLLOW THE "NO GO ZONE" SAFETY PROCEDURES AT ALLTIMES, WHICH ARE AVAILABLE FROM ALL UTILITY AND TELECOMMUNICATIONSCOMPANIES, INCLUDING THE OFFICE OF THE CHIEF ELECTRICAL INSPECTOR, THEOFFICE OF GAS SAFETY AND WORKSAFE VICTORIA.

8. IF THESE SAFETY PROCEDURES CANNOT BE COMPLIED WITH THEN NO WORK ISTO BE UNDERTAKEN WITHOUT PERMISSION FROM THE UTILITY COMPANY.

9. THE CONTRACTOR MUST PREPARE A PROJECT MANAGEMENT PLAN (OTHERWISECALLED A CONSTRUCTION OR SITE MANAGEMENT PLAN) AND HAVE IT APPROVEDBY BOTH COUNCIL & THE SUPERINTENDENT PRIOR TO THE COMMENCEMENT OFANY WORKS. THIS PROJECT MANAGEMENT PLAN IS TO INCORPORATE THEFOLLOWING AT A MINIMUM AND IN ACCORDANCE WITH ANY LEGISLATIONREQUIREMENTS:a. OCCUPATIONAL HEALTH & SAFETY PROCEDURESb. SITE STAFFING INCLUDING CONTACT DETAILSc. TRAFFIC MANAGEMENT PLAN

d. ENVIRONMENTAL MANAGEMENT PLANe. QUALITY ASSURANCE DETAILS (FOR QA CERTIFIED CONTRACTORS)f. CONSTRUCTION PROGRAM

CONSTRUCTION SETOUT

10. ALL LEVELS ARE TO A.H.D. AND ARE REFERENCED TO THE T.B.M. INDICATED.

11. COORDINATION OF THIS DESIGN USES MGA 94, CORRECT AS OF THE DATE OFTHESE PLANS. FROM 1ST JANUARY 2017, MGA 2020 MAY BE IN STANDARD USEAND WILL DIFFER IN POSITION BY AROUND 1.8 METRES FROM THIS DOCUMENT.

12. NO TBM CAN BE USED WITHOUT FIRST PROVING IT TO BE CORRECT TO A SECONDTBM. NO HORIZONTAL SETOUT CONTROL CAN BE USED WITHOUT FIRST PROVINGIT TO BE CORRECT TO A THIRD KNOWN POINT. THE CONSULTING SURVEYOR ISTO BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. TITLE PEGS AND T.B.M.'sTO BE RE-ESTABLISHED BY A LICENSED SURVEYOR IF FOUND TO BE MISSING.

13. IF USING GNSS \ GPS TO SETOUT FOR CONSTRUCTION PLEASE NOTE:

a. GNSS HAS REDUCED VERTICAL PRECISION COMPARED TO TRADITIONALSURVEY METHODS.

b. ONLY USE A SINGLE POINT CALIBRATION FOR THE VERTICAL THEN TEST TOAT LEAST 1 OTHER STATED TBM BEFORE PROCEEDING.

c. IF YOU HAVE ANY QUERIES OR CONCERNS CONTACT THE CONSULTINGSURVEYOR.

SITE MANAGEMENT DURING CONSTRUCTION

14. THE SUPERINTENDENT IS RESPONSIBLE FOR THE DESIGN AND MANAGEMENT OFTHE CONSTRUCTION WORKS. ANY PROBLEMS ARISING DURING CONSTRUCTIONSHALL BE DIRECTED TO THE SUPERINTENDENT.

15. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THEINFRASTRUCTURE DESIGN MANUAL AND ANY OTHER RELEVANT AUTHORITYSPECIFICATIONS. A COPY OF THE INFRASTRUCTURE DESIGN MANUAL CAN BEFOUND AT www.designmanual.com.au IF YOU HAVE ANY ISSUES INTERPRETINGTHE MANUAL CONTACT THE SUPERINTENDENT.

16. ALL WORKS MUST ABIDE BY THE APPROVED CONSTRUCTION MANAGEMENT PLANAND MUST COMPLY WITH THE RECOMMENDATIONS OF THE ENVIRONMENTPROTECTION AUTHORITY PUBLICATION “CONSTRUCTION TECHNIQUES FORSEDIMENT POLLUTION CONTROL” (PUBLICATION NO 275). APPROPRIATESILTATION CONTROL IS TO BE CARRIED OUT DURING THE CONSTRUCTION ANDMAINTENANCE PERIOD.

17. BEFORE COMMENCING ANY EXCAVATION WORKS OF 1.5m DEPTH OR GREATER,THE CONTRACTOR IS REQUIRED TO SUBMIT THE REQURIED NOTIFICATION TOWORKSAFE VICTORIA. THE NOTIFICATION MUST BE RECEIVED BY THE AUTHORITY

AT LEAST THREE (3) DAYS PRIOR TO COMMENCING EXCAVATIONS, A COPY OFTHE NOTIFICATION IS TO BE PROVIDED TO THE SUPERINTENDENT. THECONTRACTOR SHALL COMPLY WITH THE MINES ACT, OCCUPATIONAL HEALTHAND SAFETY ACT, WORKSAFE VICTORIA REQUIREMENTS INCLUDINGCOMPLIANCE CODES.

18. TWENTY-FOUR (24) HOURS NOTIFICATION TO INSPECTORS OF RELEVANTAUTHORITY IS REQUIRED PRIOR TO AN INSPECTION BEING CONDUCTED ON ANYPARTICULAR PORTION OF THE WORKS.

19. THE CONTRACTOR SHALL TAKE THE UTMOST CARE TO PRESERVE EXISTINGTREES. NO TREES SHALL BE REMOVED WITHOUT THE PRIOR APPROVAL OF THESUPERINTENDENT.

20. THE CONTRACTOR IS REQUIRED TO CONFINE CONSTRUCTION VEHICLES TO THEROAD RESERVE AND EASEMENTS. ANY DAMAGE CAUSED TO THE ALLOTMENTSMUST BE MADE GOOD.

21. THE CONTRACTOR SHALL TO THE SATISFACTION OF THE SUPERINTENDENT ANDCOUNCIL'S SUPERVISING OFFICER PROVIDE AND MAINTAIN ALL NECESSARYWARNING SIGNAGE, LIGHTING AND BARRICADING TO COMPLY WITH THEREQUIREMENTS OF THE ROAD MANAGEMENT ACT.

22. DISPOSAL OF EXCESS SPOIL TRUCK ROUTE AND DISPOSAL LOCATION ARE TO BEAPPROVED BY THE MUNICIPAL ENGINEERING DEPARTMENT.

23. AT THE COMPLETION OF WORKS ALL RUBBISH, DEBRIS AND SURPLUS SPOIL IS TOBE REMOVED AND ALL LOTS AND ROAD RESERVE TO BE LEFT IN A TIDYCONDITION TO THE SATISFACTION OF THE SUPERINTENDENT & RELEVANTAUTHORITY.

PROTECTION OF VEGETATION

24. NO WORKS ARE TO BE UNDERTAKEN WITHIN THE DRIP ZONE (CANOPY) OF ANEXISTING TREE UNLESS APPROVED BY THE RESPONSIBLE AUTHORITY.

25. MACHINERY IS NOT TO BE DRIVEN OVER OR PARKED WITHIN THE DRIP ZONE OFANY TREE.

EARTHWORKS

26. ALL EARTHWORKS ARE TO BE UNDERTAKEN IN ACCORDANCE WITH AS 3798 (2007)- GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIALDEVELOPMENTS.

27. ALL FILLING WITHIN AREAS OF PROPOSED ROAD PAVEMENT IS TO ACHIEVE AMINIMUM COMPACTION OF 98% STANDARD.

28. ALL FILLING WITHIN OTHER AREAS IS TO ACHIEVE A MINIMUM COMPACTION OF95% STANDARD.

29. ANY FILLING IN EXCESS OF 300mm DEPTH IS TO BE CARRIED OUT UNDER LEVEL 1SUPERVISION UNLESS DIRECTED OTHERWISE. FILL AREAS ARE TO BE STRIPPEDOF TOPSOIL & FILLED USING APPROVED CLAY FILL. TOPSOIL IS TO BE REPLACEDNO MORE THAN 150mm THICK TO OBTAIN FINAL FILL LEVELS AS SHOWN ONPLANS. ALL FILLING TO BE CARRIED OUT IN 150mm LAYERS AND COMPACTED ASDETAILED ABOVE IN ACCORDANCE WITH AS3798-1996 (“GUIDELINES ONEARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS”). ONCOMPLETION THE CONTRACTOR SHALL PRESENT A “LEVEL 1” TYPED REPORTNOMINATING THE EXTENT OF FILL PLACED, IT'S CONFORMANCE WITH THESPECIFICATION AND ITS CLASSIFICATION AS “CONTROLLED FILL”. IF ANYSUBSTANDARD FILLING IS ENCOUNTERED ON THE SITE IT MUST BE REMOVEDAND REPLACED WITH VERIFICATION PROVIDED TO THE SUPERVISING ENGINEER.A GEO-TECHNICAL REPORT MUST BE SUBMITTED SHOWING DETAILS OF DEPTH,TYPE OF MATERIAL AND DENSITY OF THE FILL AREAS CONCERNED.

30. THE SUPERINTENDENT IS TO BE ADVISED OF ANY FILLING THAT ACHIEVES ADEPTH OF 300mm OR GREATER.

31. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL IMPORTED FILLMATERIAL, INCLUDING TOPSOIL, SATISFIES THE DESCRIPTION FOR CLEAN FILLMATERIAL IN EPA BULLETIN PUBLICATION NO. 448 (SEPT '95) AND SUBSEQUENTREVISIONS. THE CONTRACTOR SHALL PROVIDE VERIFICATION INCLUDING TESTCERTIFICATES TO THE SUPERVISING ENGINEER.

32. ALL TRENCHES ARE TO ACHIEVE THE SPECIFIED COMPACTION RESULTSWITHOUT EXCEPTION. THE SUPERINTENDENT RESERVES THE RIGHT TO REQUIRECOMPACTION TESTING BY A NATA APPROVED LABORATORY AT THECONTRACTORS EXPENSE.

33. ALL EXCAVATIONS OF DEPTH 1.5m OR GREATER MUST COMPLY WITHLEGISLATION ENFORCED BY WORKSAFE VICTORIA. A “NOTICE OF INTENTION TOCOMMENCE EXCAVATION” MUST BE SUBMITTED TO YOUR LOCAL WORKSAFEOFFICE.

34. ALL LOTS ARE TO ACHIEVE A MINIMUM CROSS FALL OF 1 IN 150 (0.67%) TO ALEGAL POINT OF DISCHARGE (DRAINAGE POINT OR ROAD RESERVE) UNLESSSTATED OTHERWISE.

35. RESERVES TO BE FREE DRAINING AND TO BE LEFT IN A CONDITIONSATISFACTORY TO THE SUPERINTENDENT.

ROAD WORKS AND FOOTPATHS

36. ALL KERB & CHANNEL IS MODIFIED SM2 (IDM SD 107) UNLESS STATEDOTHERWISE.

37. ALL ASPHALT ROAD SEALS ARE TO BE 7mm TYPE 'N' UNLESS STATED OTHERWISE.

38. ALL KERB RADII ARE TO BACK OF KERB UNLESS STATED OTHERWISE.

39. ALL FOOTPATHS ARE TO BE CONSTRUCTED AS PER INFRASTRUCTURE DESIGNMANUAL (IDM) 200 SERIES STANDARD DRAWINGS AND IN ACCORDANCE WITHCOUNCIL STANDARDS UNLESS STATED OTHERWISE.

40. TGSIs ARE TO BE INSTALLED ON ALL PEDESTRIAN CROSSINGS AS PER AS 1428.4.

41. ALL NEW INTERSECTIONS ARE TO HAVE STREET SIGNS INSTALLED TO COUNCILSTANDARDS IRRESPECTIVE OF WHETHER THEY ARE DETAILED ON THEENGINEERING PLANS OR NOT.

42. AT ALL TEMPORARY STAGE BOUNDARY TERMINATIONS TO ROADS THECONTRACTOR IS TO INSTALL A D4-5 HAZARD SIGN.

43. ALL CONCRETE IS TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25MPa AT 28DAYS AND MINIMUM CEMENT CONTENT OF 320 kg/m³.

44. TRANSITIONS BETWEEN DIFFERENT KERB TYPES TO BE OVER 3.0m MINIMUM, IF ITCANNOT BE ACHIEVED AT A PRAM CROSSING OR DRIVEWAY CROSSOVER.

45. ROAD PAVEMENT COMPACTION & TESTING REQUIREMENTS ARE AS PER THEINFRASTRUCTURE DESIGN MANUAL.

STORMWATER DRAINAGE AND SERVICE CONDUIT NOTES

46. ALL EASEMENT DRAINAGE PIPES ARE 1.0m OFFSET TITLE BOUNDARY UNLESSDIMENSIONED OTHERWISE.

47. ALL EASEMENT DRAINAGE PITS ARE TO BE 1.0m PAST TITLE BOUNDARY UNLESSDIMENSIONED OTHERWISE.

48. ALL STORMWATER AND CONDUIT TRENCHES UNDER ROAD PAVEMENT, KERB &CHANNEL AND FOOTPATH SHALL BE BACKFILLED IN ACCORDANCE WITH THE IDMUNLESS STATED OTHERWISE

49. ALL STORMWATER AND CONDUIT TRENCHES UNDER ROAD PAVEMENT, KERB &CHANNEL AND FOOTPATH SHALL BE BACKFILLED IN ACCORDANCE WITH THEEDCM UNLESS STATED OTHERWISE

50. REFER TO THE CERTIFIED PLAN OF SUBDIVISION FOR ALL EASEMENT WIDTHS, DONOT SCALE FROM DRAWING.

51. STORMWATER DRAINS SHALL BE RCP FLUSH JOINTED CLASS 2 OR PVC CLASSSN8 UNLESS OTHERWISE SHOWN.

52. ALL RCP FLUSH JOINTED PIPES BELOW 600mm DIA ARE TO HAVE EXTERIORMORTARED JOINTS. ALL PIPES 600 DIA AND GREATER ARE TO HAVE INTERIORMORTAR JOINTS.

53. ALL PROPOSED DRAINAGE STUBS TO BE BLANKED OFF AT END OF PIPE WITH

TIMBER PLANKS TO THE SATISFACTION OF THE SUPERVISING ENGINEER.

54. ALL CONDUIT LOCATIONS ARE TO BE STAMPED IN THE CONCRETE KERBING.

55. ALL CONCRETE IS TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25MPa AT 28DAYS.

56. ALL GRATES ARE TO BE HOT DIPPED GALVANISED.

57. 100mm DEEP CATCH DRAINS TO BE CONSTRUCTED ALONG ALL EASEMENTDRAINAGE AND DIRECTED TO LEGAL POINT OF DISCHARGE.

58. STEP IRONS ARE NOT TO BE INSTALLED IN ANY DRAINAGE PIT. ACCESS LIDS ARETO BE LOCATED TO ENABLE REASONABLE ACCESS.

59. ALL HOUSE DRAIN CONNECTIONS TO REINFORCED CONCRETE PIPES ARE TOUTILISE “CONCONECT” OR COUNCIL APPROVED EQUIVALENT PRODUCTS TOAVOID PIPE PROTRUSIONS INTO THE LARGER PIPE.

60. REFER ROAD LAYOUT PLANS FOR WATER & GAS ROAD SERVICE CONDUITLOCATIONS. INTERSECTION DETAILS PLANS DO NOT SHOW CONDUITS.

61. ELECTRICITY & TELECOMMUNICATIONS CONDUITS SHOWN ON THESE PLANS ARECONCEPTUAL ONLY. REFER TO ELECTRICITY & TELECOMMUNICATION PLANS FORACTUAL ROAD SERVICE CONDUIT LOCATIONS. IF THERE ARE ANYDISCREPANCIES BETWEEN THESE PLANS CONTACT SUPERINTENDENT FORCLARIFICATION.

CONSTRUCTION HOLD POINTS

62. CONSTRUCTION HOLD POINTS ARE TO BE IN ACCORDANCE WITH THEINFRASTRUCTURE DESIGN MANUAL.

EMERGENCY CONTACTS

63. THE PROJECT AREA CONTAINS THE FOLLOWING SERVICES FOR ASSISTANCE INEMERGENCY CONTACT:

SERVICE AUTHORITY & CONTACT TELEPHONE DRAINAGE CITY OF GREATER BENDIGO 5434 6000 ELECTRICITY POWERCOR 132 412 GAS SP AUSNET 136 707 COMMUNICATIONS TELSTRA 132 203 SEWER & WATER COLIBAN WATER 1300 363 200

64. IN ANY EMERGENCY IF YOU BELIEVE LIFE OR PROPERTY IS THREATENED DO NOTHESITATE TO CONTACT STATE EMERGENCY SERVICES ON TELEPHONE 000.


ROAD & DRAINAGE CONSTRUCTION PLANS

SITEOF

WORKS

LOCALITY PLANNTS

OVERLAND 1% AEP STORMWATER FLOWPATHUNDERGROUND DRAINAGE CATCHMENT BOUNDARY

PROPOSED GAS & WATER CONDUITPROPOSED ELEC / TELSTRA CONDUIT & PIT

GWET

PROPOSED FLAT TOP SPEED HUMP

PROPOSED HOUSE DRAIN / EASEMENT CONNECTION

/ / / /

> > > >

EX D

D

D

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S

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SS EX S

PS

LENGTHS ARE IN METRES - PAPER SIZE A3

SCALE N/A

DRAWING LIST1144301-R01 LOCALITY PLAN & GENERAL NOTES1144301-R02 OVERALL DEVELOPMENT PLAN1144301-R03 EXISTING CONDITIONS & SURVEY STATIONS \ TBMS1144301-R04-05 DETAIL PLAN (2 SHEETS)1144301-R06-07 CUT & FILL DEPTH RANGE & LOT LEVELS (2 SHEETS)1144301-R08-09 SIGNAGE & LINEMARKING PLAN (2 SHEETS)1144301-R10 STAGE 1 EXTENTS PLAN & TEMPORARY WORKS1144301-R11 STAGE 2 EXTENTS PLAN & TEMPORARY WORKS1144301-R12-14 INTERSECTION DETAILS (3 SHEETS)1144301-R15 SHARED DRIVEWAY DETAILS1144301-R16-17 TYPICAL DETAILS (2 SHEETS)1144301-R18 TYPICAL PIT DETAILS1144301-R19 PAVEMENT DETAILS1144301-R20 RETARDING BASIN DETAILS1144301-R21 SEDIMENTATION BASIN DETAILS1144301-R22-24 LANA DRIVE LONG SECTION (3 SHEETS)1144301-R25-28 LANA DRIVE CROSS SECTION (4 SHEETS)1144301-R29 PLATERO BOULEVARD LONG SECTIONS

DRAWING LIST

1144301-R30-31 PLATERO BOULEVARD CROSS SECTIONS (2 SHEETS)1144301-R32 DAPPLE LANE LONG AND CROSS SECTIONS1144301-R33 NESTOR PLACE LONG SECTIONS1144301-R34 NESTOR PLACE CROSS SECTIONS1144301-R35 HARVEYS LANE STH FP/DW/CP LONG & CROSS SECS1144301-R36-37 HARVEYS LANE CNTRL FP/DW/CP LONG SECTIONS1144301-R38 HARVEYS LANE CNTRL FP/DW/CP CROSS SECTIONS1144301-R39 HARVEYS LANE NTH FP/DW/CP LONG & CROSS SECS1144301-R40 STAGE 1 SHARED PATH LONG SECTIONS1144301-R41 STAGE 1 SHARED PATH CROSS SECTIONS1144301-R42 SHARED PATH CONNECTOR LONG AND CROSS SECS1144301-R43-53 DRAINAGE LONG SECS (11 SHTS) & PIT SCHEDULE1144301-R54 NETWORK CATCHMENTS & 1% AEP FLOWPATHS1144301-R55-56 DRAINAGE PIT CATCHMENTS (2 SHEETS)1144301-R57 DRAINAGE HYDROLOGY DATA1144301-R58 DRAINAGE HYDRAULICS DATA

PROPOSED SEALED PAVEMENTPROPOSED CONCRETE PAVEMENT (DRIVEWAY OR INFILL)

PROPOSED CONCRETE FOOTPATH \ SHARED PATH

PROPOSED QUALITY NATURESTRIP \ LANDSCAPING

PROPOSED ROCK BEACHINGPROPOSED STAGE BOUNDARY

PROPOSED CONCRETE KERB

PROPOSED PAVEMENT RESHAPING

PROPOSED SIGNAGE

1.9m2.4m3.2mPLATERO BOULEVARD CH122.30 - 153.85

1.9m2.4m2.9m1.9m

SIDE

TABLE OF OFFSETS FOR SERVICES

SIDE

ELEC

OFFSETU/G CABLE

SIDE

GASSIDE

WATEROFFSETSTREET

LANA DRIVE (SE-NW)

OFFSET

TELCOOFFSET

1.9m2.4m1.9mDAPPLE LANE

PLATERO BOULEVARD CH0.00 - 122.30 1.9m2.4m1.9m

DW NDW

4.2m

2.9m

2.9m

2.4m

3.7m

2.4m

2.4m

0.9m1.4m1.9mNESTOR PLACE 2.9m 2.4m

STH/EST 1.9m2.4m2.9m1.9mLANA DRIVE (NE-SW) 2.4mNTH/WST NTH/WST STH/EST

NTH/WST 1.8mVARIES2.1m2.7mHARVEYS LANE 3.1mNTH/WST NTH/WST STH/EST

STH/WST 1.8m3.9m2.3m1.9mBROOKLANDS DRIVE 2.6mNTH/EST NTH/EST STH/WST

NTH/WSTNTH/WSTSTH/EST 2.2m2.6mSTH/EST1.9mLANDSDOWN STREET 2.1m -

STH/WSTNTH/EST NTH/EST STH/WST


NTH/EST NTH/EST NTH/EST NTH/EST


STH/ESTNTH/WST NTH/WST STH/EST

STH/WSTSTH/WST4.5mEDWARDS ROAD 3.5m - SW/NE1.8/2.2m--

PROPOSED SHARED PATH

1

7 8

RES

91011121314151617

18 19

26 25

24

23

22

21

206

5

4

3

2

5958575655545352

51502827

29

30

31

32

33

34 3536 37

38 39 40 66 67 68

69

70

71

72

60616263646541424344

46

47

48

49

45

RES

STAGE 2 STAGE 3 STAGE 1

LIPARI ST

LANA DR NESTOR PL

LANA DR

LANA DR

HARVEYS LN

EDWARDS RD

BROOKLANDS DR

PLATERO BVD

LANDSDOWN ST

HARVEYS LN

DAPPLE LN

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EX D EX D

EX DEX D

EX D

EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D

EX D

EX DEX D

EX E

EX E EX E

EX E

EX EEX E

EX EEX E

EX E

EX TEX T

EX T EX T

EX TEX T

EX TEX T

EX TEX T

EX T EX TEX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T

EX T

EX TEX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G

EX G

EX G

EX GEX G

EX GEX G

EX GEX G

EX G

EX T

EX T

EX TEX T

EX T

EX WEX W

EX WEX W

EX WEX W

EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W

EX W

EX W

EX W

EX W

EX WEX W

EX W

EX WEX W

EX WEX W

EX RWEX RW

EX RW

EX RWEX RW

EX RW

EX RW

EX WEX W EX RW

EX TEX TEX E EX E

EX GEX G

EX GEX G

EX GEX G

EX G

EX RW

EX RW

EX RW

EX RW

EX S

EX S

EX S

205

205

205

205

205

205

206206

206

207

207

207

207

207

208

208

208

208

208

208208

208

209

209

209

209

210

210210

210

210210

210

211211

211

211

211211211211

211

212

212

212

212

212

212

212

212

212 212

213

213

209

209 210 211 212 213 213


REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSEXISTING CONDITIONS & SURVEY STATIONS/TBMs

MGA94

ZONE 55


SCALE 1:2,00020 20 40 60 80 1000

STN 1008SPIKE PLRL 208.70









STN 100RIVET B.O.K

RL 212.97

STN 1004'X' HEAD B.O.K

RL 212.41

TBMRIVET B.O.K

RL 211.62

TBMRIVET TOP OF ENDWALL

RL 205.56


TBMRIVET B.O.K

RL 207.97


HARVEYS LN

EDWARDS

RD

BROOKLANDS DR

LIPARI STREET

LANCASTER DR

LEGEND

SCATTERED TREES TO BE REMOVED

SCATTERED TREES TO BE RETAINED


EXISTING TREES IN LOTS & ROADRESERVES NOT SHOWN, DETAILED

PICKUP OF VEGETATIONUNDERTAKEN WITHIN PROPOSED

RESERVES. ALL TREES IN LOTS AND ROADRESERVES TO BE REMOVED,CONTRACTOR TO CONFIRM

QUANTITY.

SELF IMPOSED 15mRADIUS TPZ.

DISTURBANCE < 10%

E

E

E

E

EX DEX D

EX DEX D

EX D

EX D

EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D

EX D

EX E

EX E

EX E

EX TEX T

EX TEX T

EX T EX T EX T EX T

EX T

EX T

EX TEX T

EX TEX T

EX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX T EX TEX T EX T

EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T

EX T

EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W

EX SEX S

EX SEX S

EX S EX S

205

205 205

205

205 205

206206

206

207

207

207

208

208

208

208

209

210

211

207

209

211

209 211 212 213210

208208

208

209

209209

209

209209

210

210

211

212

212

212

212

212

211

212 213

210

211

210

210

205

207

TP40

7.74

S

SS

S

S

S

S

SS

S

S S S S S S S S S S

S S S S S S

S S S S

S

S

D

DD

D D

D

D

D

DD

DD

DDD D D

D D D D D

D

H

H

H

H H H H H H H

H

H

H H H H H H H H

H H

H

H

H

H

H

H

H

D

D

H H H H H H H H H H

H

H

H

D

H

D

DDD DDDDDD D

D D D D D D D D D D

D

D

D D D

H

H

H

H

DDD

DD

D

D

D

D

D

D

D

D

E E E

TT

T

GG

G

G

G

GG

GG

G

G G G GG

GG

G G G

T T

TT

TT

T

T

T

T T T TT

TT

T T T

EE

E

TT

T

E E E E E E E E

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWRGW

RGWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

EE

EE

E

E

E

E E E EE

EE

E E E

GWRGWR

EE

E

GWR GW

R

GWR

GWR

GG

GWR

GWR

GWR

RWRW

RWW

WW

G G G G GRW RW RW RW

E E E E E ET T T T T T

W W W W

265958575655545352

51502827

29

30

31

32

33

34 3536 37

38 39 40 66 67 68

69

70

71

72

60616263646541424344

46

47

48

49

45

RW

RW RWW W

W W WW

WW

W W W

RW RW RWRW

RWRW

RW RW RW

RWRW

RW

RW

WW

W

W

W

WW

WW

RW

RWRW

RWRW

RW RW RW RW RW RW RW RW RW RW RW RW RW RWRW RW

DDDD

D

S S S S S SS

S

S

S

SS

S S SS

S S S S

STAGE 2 STAGE 3

R200 R200SM2-M

SM2-M

SM2-M

600Ø

600Ø 375Ø

300Ø300Ø

300Ø

450Ø

450Ø 375Ø 375Ø 300Ø 300Ø 300Ø 300Ø 300Ø 300Ø 300Ø 300Ø 300Ø 300Ø 300Ø

450Ø

450Ø450Ø 450Ø

450Ø450Ø

450Ø 375Ø 375Ø 375Ø 300Ø 300Ø 225Ø

375Ø

300Ø300Ø300Ø

150Ø

150Ø 150Ø

150Ø

150Ø

150Ø

150Ø

150Ø

150Ø

300Ø

225Ø

225Ø

225Ø150Ø

150Ø

150Ø

150Ø 150Ø

300Ø

CH

179.

43

CH

196.

84

CH

212.

84

CH

230.

84

CH

249.

09

CH

267.

37

CH

284.

40

CH

300.

43

CH

314.

92

CH

332.

90

CH

351.

17

CH

367.

49

CH

174.

78

CH

227.

54

CH

241.

54

CH

257.

04

CH

273.

07

CH

289.

11

CH

305.

14

CH

323.

15

CH

339.

38

CH

355.

61

CH

371.

14

CH

384.

44

CH

17.23

CH

96.76

CH

116.76

CH

138.76

CH46.14

CH60.14

CH77.41

CH40.72

CH54.72

CH80.66

CH137.85

CH153.85

CH

244.72

CH

222.72

CH

202.72

CH

180.72

CH

160.72

CH0.00

CH20

CH30

TP63.70

CH42

3.33

TP115.60

RTP120.82

TP126.19

RTP94.07

CH153.85

TP37

5.37

TP36

6.92

TP70.76

TP31

6.12

TP 308.0

1 TP 255.3

5

TP24

2.83

CH48.15

TP19

4.52

RTP

189.1

2

CH20

1.39

CH0.00

CH29.65

CH48.15

CH29.65

CH48.15

TPCH12.02

RTP

213.3

4

TP40

6.99

TP 413.1

5

CH107.39

TP12.52

EX 300Ø

CH68.34

CH30

CH211.52

CH201.12

CH193.52

CH181.52

CH169.52

CH159.12

CH151.92

CH139.52

CH127.52

CH117.12

CH109.92

CH97.52

CH85.52

CH43.52

CH55.52

CH73.12

CH65.92

CH25.12

CH17.92

CH13.48

CH20.68

TP5.89

TP3.11CH0.00

CH0.00

CH42.60

CH7.31

CH20

CH30.18

R8R8

R200

225Ø

CH

264.73

NS 207.26FS 207.39

NS 207.75FS 207.48

NS 207.35FS 207.72

NS 207.60FS 208.00

NS 207.71FS 208.07

NS 208.12FS 208.29

NS 208.70FS 208.84

NS 209.47FS 209.52

NS 210.22FS 210.26

FS 210.76

NS 211.06FS 211.11

NS 211.40FS 211.47

NS 211.78FS 211.81

NS 211.96FS 212.12

NS 212.19FS 212.23

NS 212.20FS 212.45

NS 212.30FS 212.39

NS 21

0.71

FS 21

0.78

NS 21

0.76

FS 21

0.91

NS 21

0.94

FS 21

1.15

NS 21

1.16

FS 21

1.40

NS 21

1.34

FS 21

1.63

NS 21

1.57

FS 21

1.89

NS 21

1.91

FS 21

2.13

NS 21

2.39

FS 21

2.48

NS 21

2.53

FS 21

2.83

NS 208.10FS 208.08

NS 208.37FS 208.40

NS 208.88FS 209.10

NS 209.68FS 209.68

NS 210.24FS 210.41

NS 210.63FS 210.85

NS 211.24FS 211.22

NS 211.74FS 211.62

NS 212.15FS 212.03

NS 212.50FS 212.43

NS 212.71FS 212.64

NS 212.59FS 212.48

NS 21

2.63

FS 21

2.44

NS 21

2.28

FS 21

2.28

NS 21

1.76

FS 21

1.76

NS 21

1.15

FS 21

1.15

NS 21

0.51

FS 21

0.51

NS 21

0.07

FS 21

0.07

NS 20

9.72

FS 20

9.71

NS 20

9.45

FS 20

9.54

NS 209.28FS 209.43

NS 20

9.88

FS 20

9.88

NS 208.49FS 208.80

NS 208.87FS 209.07

NS 20

9.80

FS 20

9.66

NS 209.27FS 209.44 NS 209.67

FS 209.64

NS 209.88FS 209.88

NS 210.19FS 210.19

NS 210.59FS 210.59

NS 211.12FS 211.12

NS 211.67FS 211.67

NS 212.15FS 212.15

NS 212.47FS 212.35

NS 212.61FS 212.40

NS 209.54FS 209.51

NS 209.27FS 209.20

NS 208.92FS 208.93

NS 208.50FS 208.61

NS 208.14FS 207.83

NS 208.18FS 208.13

NS 209.38FS 209.36

NS 211.41FS 211.41 NS 211.45

FS 211.45 NS 211.51FS 211.51

NS 211.56FS 211.73

NS 211.72FS 211.64

NS 211.85FS 211.63

NS 211.88FS 211.88

NS 212.46FS 212.63

NS 212.41FS 212.34NS 210.66

NS 211.32FS 211.32

NS 211.17FS 211.17

NS 211.02FS 211.02

NS 210.69FS 210.69

NS 210.23FS 210.23

NS 209.79FS 209.79

NS 209.24FS 209.24

NS 208.69FS 208.69

NS 207.91FS 207.91

NS 207.26FS 207.26

NS 207.08FS 207.08

NS 206.90FS 207.31

NS 21

0.22

FS 21

0.28

NS 21

0.08

FS 20

9.83

NS 20

8.68

FS 20

8.68

NS 208.53FS 208.53

NS 208.27FS 208.27

NS 20

8.82

FS 20

8.82

NS 209.15FS 209.37

NS 208.93FS 209.06

NS 208.69FS 208.67

NS 208.28FS 208.18

NS 208.14FS 208.14

NS 20

9.68

FS 20

9.82

NS 20

9.67

FS 20

9.80

NS 20

9.33

FS 20

9.49

NS 20

8.98

FS 20

8.99

NS 207.75FS 207.80

NS 21

0.49

FS 21

0.57

R5

CH

68.76

300Ø

375Ø

10I

12L 12M 12N 12O

13K 13L 13M

22A 23A 24A 25A

31B

31A

450Ø

SAWCUT EXISTINGKERB & PAVEMENT ASREQUIRED TO ACHIEVENEAT CONNECTION TO

NEW ROAD

CH0.00

10D

10E 10F

10G

10H

12A 12B 12C 12D 12E 12F 12G 12H 12I

13A

13B

13C 13D

13E 13F 13G 13H 13I

15A

16A

17A 17B

18A

19A 20A

11A

27A

27B 27C

27D

27E 27F

28A

30B

30A

29C

29A

14A

21A

13J

12K12J

13N

29B

10C

10B

10A

11D

11C

SELF IMPOSED 15mRADIUS TPZ.

DISTURBANCE < 10%

EX 300Ø

EX 30

0Ø

CH223.52

LANA DR

LANA DR

HARVEYS LN

EDWARDS RD

PLATERO BVD

PLATERO BVD

DAPPLE LN

RESERVE

R35

R50

R8R8

R20

R8

R8

R33.7

SM2-M

SM2-M

SM2-M

SM2-M

B4

SM2-M

SM2-M

SM2-M

SM2-M

R30B2

SM2-M

TP 176.6

6TP 176.6

6

(2x)525Ø

11B

150Ø

675Ø675Ø

150Ø 150Ø

CONCRETE BIN PADS FOR LOTS69 & 71 (2.0m x 1.0m PER LOT)

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSDETAIL PLAN (SHEET 1 OFF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

GENERAL DESIGN DETAIL PLAN NOTESAPPLIES IN ALL CASES UNLESS STATED OTHERWISE· KERB TYPES:

·· FRONTING LOTS = MODIFIED SM2 (IDM SD 100 - SM2-M)·· FRONTING RESERVES = 600mm B4 AS PER IDM SD 100·· HARVEYS LANE CAR PARKS= 300mm SM1 AS PER IDM SD

100·· NESTOR PLACE = 200mm B1 AS PER IDM SD 100

· ALL KERB RETURNS ARE 8.0m RADIUS TO BoK· HARVEYS LANE DRIVEWAYS AS PER IDM SD 240 & 245· ALL FOOTPATHS CONCRETE & 1.5m WIDE @ 0.05m O/S AS PER IDM

SD 205· ALL SHARED PATHS CONCRETE & 2.5m WIDE @ 0.10m O/S BL AS

PER IDM SD 205· ALL EASEMENT DRAINAGE PIPES & PITS ARE 1.0m O/S BL & SIDE

BOUNDARIES· LEVEL 1 SUPERVISION REQUIRED FOR LOT EARTHWORKS UNLESS

SPECIFIED OTHERWISE - REFER GENERAL NOTES· ALL LOTS TO HAVE CATCH DRAINS ALONG SIDE & REAR

BOUNDARIES· CONTOUR INTERVAL 0.5m @ 1 : 1000 & 0.05m @ 1 : 200 / 1 : 250(A3)

WHERE SHOWN





REFE

R NE

XT S

HEET

FOR

CON

TINU

ATIO

N

1.90

2.00

DESIGN STREET TREES SHOWNFOR COORDINATION PURPOSES

ONLY

REFER SEDIMENTATIONBASIN PLAN FOR

DETAIL

EXISTING TREES IN LOTS & ROADRESERVES NOT SHOWN, DETAILED

PICKUP OF VEGETATIONUNDERTAKEN WITHIN PROPOSED

RESERVES. ALL TREES IN LOTS AND ROADRESERVES TO BE REMOVED,CONTRACTOR TO CONFIRM

QUANTITY.

BY OTHERS

JUNCTION PITSWITH BOLTEDDOWN LIDS

E

E

E

E

EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D

EX D

EX D

EX DEX D

EX DEX D

EX DEX D

EX D

EX E

EX E

EX E EX E EX E EX E

EX E

EX EEX E

EX E

EX E

EX EEX E

EX EEX E

EX EEX E

EX E

EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T EX T

EX T

EX T

EX T

EX T

EX T

EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G

EX G

EX G

EX G

EX G

EX G

EX GEX G

EX TEX T

EX T

EX T

EX TEX T

EX TEX T

EX T

EX TEX T

EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX WEX W

EX WEX W

EX WEX W

EX W

EX WEX W

EX WEX W

EX WEX W

EX W

EX RWEX RW

EX RWEX RW

EX RW

EX RWEX RW

EX RWEX RW

EX RWEX RW

EX RW

EX WEX WEX WEX W EX RWEX RWEX RW

EX T

EX T EX T EX T

EX E

EX E

EX EEX E EX E EX E

EX GEX GEX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX RW

EX RWEX RWEX RW

EX RW

EX RW

EX RW

EX RW

208

208

209

210

211

211

212

213

211

211

212

213

212 213213

208

208

208

209

209

209

209

209

210

210

210

211

211

211

212

212

212

212

212

212

212

212

210

211211

212

211

212

212

212

212

213

211

SS

SS

SS

SS

S

SS

S

S

S

SSSSSSSSSS

S

SS

S

SSSSS

SSS

SS

S

S

S S S S S S

S S S S

S

S

DD

D

D

H

H

H

D

DD

H

D D

H H H H H H H H H

H H H H H H

H H H H H H H

H H H H

D

DD

DD

DD

D

H

H

H

H

H H

H

H

H

D D

D

H

H

DDD DDD

D D D D D D D D D D D

DD

DD

H

DD

D

H

H

H

D

TT

T

G

GG

GG

GG

G

TE

EE

EE

EE

E

T

TT

TT

TT

T

E E E E E

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWRGW

RGWR

GWR

GWR

GWR

GWRGW

RGWR

GWR

GWR

GWR

GWRGW

R

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWR

GWRE

GWRGWR

EE

E

GWR

GWR

GG

GWR

RWRW

RWRW

RWRW

WW

WW

WW

W W W

W

RW RW RW

RW

RWRW

RWW

WW

G G G G G

E E E E E ET T T T T T

TT T T

EE E E

WW

W W W W WRWRW

RW RW RW RW RWGG G G G G G G G G

G

W W W W

> >

1

7 8

RES

91011121314151617

18 19

26 25

24

23

22

21

206

5

4

3

2

5958575655

40 66 67 68

69

70

71

72

606162636465 RES

RW RW RW RW RW RW RWRW

RW

RW

E

E

RW RWW W

WRW

RW RW RW RW RW RW

DD

EE E ETT T T

STAGE 3

R200 R200

R200

R4.5R4.5 R4.5R4.5

R4.5

R4.5 R3.75 R11.3

R4.5

SM2-M

SM2-M

SM2-M

SM2-M

SM2-M

R11.3

300Ø

300Ø

300Ø 300Ø 300Ø 300Ø 300Ø 300Ø

375Ø 375Ø 300Ø 300Ø 225Ø

150Ø

150Ø

150Ø

150Ø

150Ø

150Ø

300Ø

CH

179.

43

CH

196.

84

CH

212.

84

CH

230.

84

CH

249.

09

CH

267.

37

CH

284.

40

CH

174.

78

CH

227.

54

CH

241.

54

CH

257.

04

CH

273.

07

CH

289.

11

CH

244.72

STAGE 1

CH

222.72

CH

202.72

CH

180.72

CH

160.72

R8

R8

TP 255.3

5

TP24

2.83

CH48.15

TP19

4.52

RTP

189.1

2

CH20

1.39

CH0.00

CH29.65

CH48.15

CH29.65

CH48.15

TPCH12.02

RTP

213.3

4

CH30

R11.3

R11.3

R11.3

R11.3

R26.3R4.25

CH211.52

CH201.12

CH193.52

CH181.52

CH169.52

CH159.12

CH151.92

CH139.52

CH127.52

CH117.12

R75.9

CH20

SM2-M

SM2-MR8R8

R8R8

R200

R54

SM2-M

SM2-M

R11.3

R11.3

300Ø

300Ø

300Ø

225Ø225Ø225Ø225Ø225Ø225Ø150Ø150Ø

450Ø

375Ø300Ø300Ø

300Ø

300Ø

300Ø

300Ø

225Ø225Ø

225Ø150Ø

150Ø150Ø

300Ø

300Ø

150Ø

150Ø

150Ø

225Ø 225Ø

150ØC

H14

4.98

CH

160.

73

CH

131.

41

CH

147.

04

CH

115.

41

CH

106.

47

CH

161.

46

CH

40.98

CH

56.98

CH

44.28

CH

27.83

CH

11.80

CH79.36

CH63.35

CH47.35

CH32.35

CH44.05

CH20.85

CH62.05

CH80.05

CH

264.73

CH

284.73

CH

305.65

CH

41.73

FS 210.76

NS 211.06FS 211.11

NS 211.40FS 211.47

NS 211.78FS 211.81

NS 211.96FS 212.12

NS 212.19FS 212.23

NS 212.20FS 212.45

NS 212.30FS 212.39

NS 212.09FS 212.13

NS 211.78FS 211.91

NS 211.39FS 211.53

NS 210.85FS 211.00

NS 210.40FS 210.68

NS 20

9.99

FS 21

0.23

NS 20

9.63

FS 20

9.90

NS 20

9.34

FS 20

9.57

NS 21

1.16

NS 21

1.34

FS 21

1.63

NS 21

1.57

FS 21

1.89

NS 21

1.91

FS 21

2.13

NS 21

2.39

FS 21

2.48

NS 21

2.53

FS 21

2.83

NS 21

3.08

FS 21

3.05

NS 21

2.58

FS 21

2.95

NS 212.44FS 212.71

NS 212.37FS 212.85

NS 212.22FS 212.66

NS 210.63FS 210.85

NS 211.24FS 211.22

NS 211.74FS 211.62

NS 212.15FS 212.03

NS 212.50FS 212.43

NS 212.71FS 212.64

NS 212.59FS 212.48

NS 212.36FS 212.15

NS 211.88FS 211.84

NS 210.58FS 210.82

NS 210.84FS 211.06

NS 211.20FS 211.42

NS 211.61FS 211.74

NS 212.03FS 212.03

NS 212.11FS 212.11

NS 212.29FS 212.47

NS 212.50FS 212.55

NS 211.84FS 211.83

NS 211.54FS 211.47

NS 211.18FS 211.08

NS 211.01FS 210.80

NS 210.88FS 210.69

NS 211.00FS 211.01

NS 21

2.56

FS 21

2.34NS

212.6

3FS

212.4

4

NS 21

2.28

FS 21

2.28

NS 21

1.76

FS 21

1.76

NS 21

1.15

FS 21

1.15

NS 21

0.51

FS 21

0.51

NS 21

0.07

NS 210.19FS 210.19

NS 210.59FS 210.59

NS 211.12FS 211.12

NS 211.67FS 211.67

NS 212.15FS 212.15

NS 212.47FS 212.35

NS 212.61FS 212.40

NS 212.51FS 212.36

NS 21

2.24

FS 21

2.44

NS 211.41FS 211.41 NS 211.45

FS 211.45 NS 211.51FS 211.51

NS 211.43FS 211.43

NS 211.23FS 211.23

NS 210.93FS 210.93

NS 210.61FS 210.61

NS 210.36FS 210.36 NS

209.9

4FS

209.9

4

NS 20

9.46

FS 20

9.46

NS 20

9.07

FS 20

9.07

NS 20

8.54

FS 20

8.54

NS 211.56FS 211.73

NS 211.72FS 211.64

NS 211.85FS 211.63

NS 211.88FS 211.88

NS 212.46FS 212.63

NS 212.41FS 212.34NS 210.66

NS 211.32FS 211.32

NS 211.17FS 211.17

NS 211.02FS 211.02

NS 210.69FS 210.69

FS 210.23

NS 20

9.07

FS 20

9.12

NS 210.45FS 210.70

NS 210.34FS 210.50

NS 209.58FS 209.64

NS 20

9.31

FS 20

9.32

NS 20

9.15

FS 20

9.16

NS 21

0.60

FS 21

0.60

NS 21

0.70

FS 21

0.70

NS 21

0.76

FS 21

0.76

NS 21

1.55

FS 21

1.55

NS 21

1.66

FS 21

1.66

NS 209.93FS 209.93

NS 210.41FS 210.41

NS 211.05FS 211.05

NS 211.66FS 211.66

NS 21

2.28

FS 21

2.59

NS 212.38FS 212.94 NS 212.49FS 213.06NS

212.3

0FS

212.4

4

300Ø

375Ø

10I

12L 12M 12N 12O

13K 13L 13M

22A 23A 24A 25A

31B

31A

SAWCUT EXISTINGKERB & PAVEMENT ASREQUIRED TO ACHIEVENEAT CONNECTION TO

NEW ROAD

R8

10H

12I

13I

21A

13J

12K12J

13P13Q

13O

07B

04F

06A

04E

04D05B

05A

04C

04B

09A

04A

03C03D

03E

03F

03G03I

03H

02J 02I 02H 02G 02F 02E 02D

01B 01A

02C

03B

13N

07A

02B

03A

02A 01C

EX 30

0Ø

CH264.52

CH252.52

CH241.12

CH233.92

CH223.52

CH288.30

CH7.98

CH0.00

CH17.04

CH30

CH40

TP56.73

CH70

CH80

TP87.86

CH95

CH115.54CH110.00

CH0.0

0TP

2.18

TP10.82

TP21.20

TP32.29

CH40

TP44.74

TP51.08

CH60

TP104.49CH100.00

CH80

TP89.67

CH0.00

TP10.03TP16.56

CH20.97

LIPARI ST

NESTOR PL

LANA DR

LANA DR

BROOKLANDS DR

LANDSDOWN ST

HARVEYS LN

DAPPLE LN

TP98.29

TP 176.6

6

CH20

CH30

TP 155.9

7

TP13

8.11

LTP

114.4

1

CH104

.24

LTP94.50

TP11

0.18 CH

0.00 CH10 CH30 TP39.05

TP12.82

CH300.37

TP 176.6

6

CH64.98

TP40.89

CH0.00

B1

B1

09C

09B150Ø

150Ø

CH61.73

CONCRETE BIN PADS FOR LOTS69 & 71 (2.0m x 1.0m PER LOT)

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSDETAIL PLAN (SHEET 2 OFF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55










WHERE SHOWN





R1.25

R0.75

REFE

R PR

EVIO

US S

HEET

FOR

CON

TINU

ATIO

N

CONCRETE BIN PADS FOR LOTS7-9 (2.0m x 1.0m PER LOT)

BY OTHERS

DESIGN STREET TREES SHOWNFOR COORDINATION PURPOSES

ONLY

CONCRETE BIN PADS FOR LOTS10-11 (2.0m x 1.0m PER LOT)

CONCRETE BIN PADS FOR LOTS12 (2.0m x 1.0m PER LOT)

265958575655545352

51502827

29

30

31

32

33

34 3536 37

38 39 40 66 67 68

69

70

71

72

60616263646541424344

46

47

48

49

45

STAGE 2 STAGE 3

CH

179.

43

CH

196.

84

CH

212.

84

CH

230.

84

CH

249.

09

CH

267.

37

CH

284.

40

CH

300.

43

CH

314.

92

CH

332.

90

CH

351.

17

CH

367.

49

CH

174.

78

CH

227.

54

CH

241.

54

CH

257.

04

CH

273.

07

CH

289.

11

CH

305.

14

CH

323.

15

CH

339.

38

CH

355.

61

CH

371.

14

CH

384.

44

CH

17.23

CH

96.76

CH

116.76

CH

138.76

CH46.14

CH60.14

CH77.41

CH40.72

CH54.72

CH80.66

CH137.85

CH153.85

CH

244.72

CH

222.72

CH

202.72

CH

180.72

CH

160.72

CH29.65

CH48.15

CH29.65

CH48.15

CH68.34

CH

264.73

NS 207.26FS 207.39

NS 207.75FS 207.48

NS 207.35FS 207.72

NS 207.60FS 208.00

NS 207.71FS 208.07

NS 208.12FS 208.29

NS 208.70FS 208.84

NS 209.47FS 209.52

NS 210.22FS 210.26

FS 210.76

NS 211.06FS 211.11

NS 211.40FS 211.47

NS 211.78FS 211.81

NS 211.96FS 212.12

NS 212.19FS 212.23

NS 212.20FS 212.45

NS 212.30FS 212.39

NS 21

0.71

FS 21

0.78

NS 21

0.76

FS 21

0.91

NS 21

0.94

FS 21

1.15

NS 21

1.16

FS 21

1.40

NS 21

1.34

FS 21

1.63

NS 21

1.57

FS 21

1.89

NS 21

1.91

FS 21

2.13

NS 21

2.39

FS 21

2.48

NS 21

2.53

FS 21

2.83

NS 208.10FS 208.08

NS 208.37FS 208.40

NS 208.88FS 209.10

NS 209.68FS 209.68

NS 210.24FS 210.41

NS 210.63FS 210.85

NS 211.24FS 211.22

NS 211.74FS 211.62

NS 212.15FS 212.03

NS 212.50FS 212.43

NS 212.71FS 212.64

NS 212.59FS 212.48

NS 21

2.63

FS 21

2.44

NS 21

2.28

FS 21

2.28

NS 21

1.76

FS 21

1.76

NS 21

1.15

FS 21

1.15

NS 21

0.51

FS 21

0.51

NS 21

0.07

FS 21

0.07

NS 20

9.72

FS 20

9.71

NS 20

9.45

FS 20

9.54

NS 209.28FS 209.43

NS 20

9.88

FS 20

9.88

NS 208.49FS 208.80

NS 208.87FS 209.07

NS 20

9.80

FS 20

9.66

NS 209.27FS 209.44 NS 209.67

FS 209.64

NS 209.88FS 209.88

NS 210.19FS 210.19

NS 210.59FS 210.59

NS 211.12FS 211.12

NS 211.67FS 211.67

NS 212.15FS 212.15

NS 212.47FS 212.35

NS 212.61FS 212.40

NS 209.54FS 209.51

NS 209.27FS 209.20

NS 208.92FS 208.93

NS 208.50FS 208.61

NS 208.14FS 207.83

NS 208.18FS 208.13

NS 209.38FS 209.36

NS 211.41FS 211.41 NS 211.45

FS 211.45 NS 211.51FS 211.51

NS 211.56FS 211.73

NS 211.72FS 211.64

NS 211.85FS 211.63

NS 211.88FS 211.88

NS 212.46FS 212.63

NS 212.41FS 212.34NS 210.66

NS 211.32FS 211.32

NS 211.17FS 211.17

NS 211.02FS 211.02

NS 210.69FS 210.69

NS 210.23FS 210.23

NS 209.79FS 209.79

NS 209.24FS 209.24

NS 208.69FS 208.69

NS 207.91FS 207.91

NS 207.26FS 207.26

NS 207.08FS 207.08

NS 206.90FS 207.31

NS 21

0.22

FS 21

0.28

NS 21

0.08

FS 20

9.83

NS 20

8.68

FS 20

8.68

NS 208.53FS 208.53

NS 208.27FS 208.27

NS 20

8.82

FS 20

8.82

NS 209.15FS 209.37

NS 208.93FS 209.06

NS 208.69FS 208.67

NS 208.28FS 208.18

NS 208.14FS 208.14

NS 20

9.68

FS 20

9.82

NS 20

9.67

FS 20

9.80

NS 20

9.33

FS 20

9.49

NS 20

8.98

FS 20

8.99

NS 207.75FS 207.80

NS 21

0.49

FS 21

0.57

CH

68.76

LANA DR

LANA DR

HARVEYS LN

EDWARDS RD

PLATERO BVD

PLATERO BVD

DAPPLE LN

RESERVE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSCUT & FILL DEPTH RANGES & LOT LEVELS (1 OF 2)


SCALE 1:1,00010 10 20 30 40 500

NAME

MGA94

ZONE 55

REFE

R NE

XT S

HEET

FOR

CON

TINU

ATIO

N

Cut/Fill Table

NOTES: LEVELS ARE A COMPARISON BETWEEN EXISTINGSURFACE & DESIGN BOXING SURFACE. ANY STRIPPING OF

TOPSOIL IS NOT INCLUDED IN THIS COMPARISON.NS LEVELS ARE ORIGINAL AS-SURVEYED EXISTING SURFACE

LEVELS & FS LEVELS ARE FINAL FINISHED SURFACE

No.1

3

4

Min. Level-3.00

-2.00

-1.50

Max. Level-2.50

-1.50

-1.00

Colour

2 -2.50 -2.00

-1.00 -0.605

-0.60 -0.306

-0.30 07

0 0.308

0.30 0.609

0.60 1.0010

1.00 1.5011

1.50 2.0012

1

7 8

RES

91011121314151617

18 19

26 25

24

23

22

21

206

5

4

3

2

5958575655

40 66 67 68

69

70

71

72

606162636465 RES

STAGE 3

CH

179.

43

CH

196.

84

CH

212.

84

CH

230.

84

CH

249.

09

CH

267.

37

CH

284.

40

CH

174.

78

CH

227.

54

CH

241.

54

CH

257.

04

CH

273.

07

CH

289.

11

CH

244.72

STAGE 1

CH

222.72

CH

202.72

CH

180.72

CH

160.72

CH29.65

CH48.15

CH29.65

CH48.15

CH

144.

98

CH

160.

73

CH

131.

41

CH

147.

04

CH

115.

41

CH

106.

47

CH

161.

46

CH

40.98

CH

56.98

CH

44.28

CH

27.83

CH

11.80

CH79.36

CH63.35

CH47.35

CH32.35

CH44.05

CH20.85

CH62.05

CH80.05

CH

264.73

CH

284.73

CH

305.65

CH

41.73

FS 210.76

NS 211.06FS 211.11

NS 211.40FS 211.47

NS 211.78FS 211.81

NS 211.96FS 212.12

NS 212.19FS 212.23

NS 212.20FS 212.45

NS 212.30FS 212.39

NS 212.09FS 212.13

NS 211.78FS 211.91

NS 211.39FS 211.53

NS 210.85FS 211.00

NS 210.40FS 210.68

NS 20

9.99

FS 21

0.23

NS 20

9.63

FS 20

9.90

NS 20

9.34

FS 20

9.57

NS 21

1.16

NS 21

1.34

FS 21

1.63

NS 21

1.57

FS 21

1.89

NS 21

1.91

FS 21

2.13

NS 21

2.39

FS 21

2.48

NS 21

2.53

FS 21

2.83

NS 21

3.08

FS 21

3.05

NS 21

2.58

FS 21

2.95

NS 212.44FS 212.71

NS 212.37FS 212.85

NS 212.22FS 212.66

NS 210.63FS 210.85

NS 211.24FS 211.22

NS 211.74FS 211.62

NS 212.15FS 212.03

NS 212.50FS 212.43

NS 212.71FS 212.64

NS 212.59FS 212.48

NS 212.36FS 212.15

NS 211.88FS 211.84

NS 210.58FS 210.82

NS 210.84FS 211.06

NS 211.20FS 211.42

NS 211.61FS 211.74

NS 212.03FS 212.03

NS 212.11FS 212.11

NS 212.29FS 212.47

NS 212.50FS 212.55

NS 211.84FS 211.83

NS 211.54FS 211.47

NS 211.18FS 211.08

NS 211.01FS 210.80

NS 210.88FS 210.69

NS 211.00FS 211.01

NS 21

2.56

FS 21

2.34NS

212.6

3FS

212.4

4

NS 21

2.28

FS 21

2.28

NS 21

1.76

FS 21

1.76

NS 21

1.15

FS 21

1.15

NS 21

0.51

FS 21

0.51

NS 21

0.07

NS 210.19FS 210.19

NS 210.59FS 210.59

NS 211.12FS 211.12

NS 211.67FS 211.67

NS 212.15FS 212.15

NS 212.47FS 212.35

NS 212.61FS 212.40

NS 212.51FS 212.36

NS 21

2.24

FS 21

2.44

NS 211.41FS 211.41 NS 211.45

FS 211.45 NS 211.51FS 211.51

NS 211.43FS 211.43

NS 211.23FS 211.23

NS 210.93FS 210.93

NS 210.61FS 210.61

NS 210.36FS 210.36 NS

209.9

4FS

209.9

4

NS 20

9.46

FS 20

9.46

NS 20

9.07

FS 20

9.07

NS 20

8.54

FS 20

8.54

NS 211.56FS 211.73

NS 211.72FS 211.64

NS 211.85FS 211.63

NS 211.88FS 211.88

NS 212.46FS 212.63

NS 212.41FS 212.34NS 210.66

NS 211.32FS 211.32

NS 211.17FS 211.17

NS 211.02FS 211.02

NS 210.69FS 210.69

FS 210.23

NS 20

9.07

FS 20

9.12

NS 210.45FS 210.70

NS 210.34FS 210.50

NS 209.58FS 209.64

NS 20

9.31

FS 20

9.32

NS 20

9.15

FS 20

9.16

NS 21

0.60

FS 21

0.60

NS 21

0.70

FS 21

0.70

NS 21

0.76

FS 21

0.76

NS 21

1.55

FS 21

1.55

NS 21

1.66

FS 21

1.66

NS 209.93FS 209.93

NS 210.41FS 210.41

NS 211.05FS 211.05

NS 211.66FS 211.66

NS 21

2.28

FS 21

2.59

NS 212.38FS 212.94 NS 212.49FS 213.06NS

212.3

0FS

212.4

4

LIPARI ST

NESTOR PL

LANA DR

LANA DR

BROOKLANDS DR

LANDSDOWN ST

HARVEYS LN

DAPPLE LN

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

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ROADS & DRAINAGE CONSTRUCTION PLANSCUT & FILL DEPTH RANGES & LOT LEVELS (2 OF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

REFE

R PR

EVIO

US S

HEET

FOR

CON

TINU

ATIO

N

Cut/Fill Table

NOTES: LEVELS ARE A COMPARISON BETWEEN EXISTINGSURFACE & DESIGN BOXING SURFACE. ANY STRIPPING OF

TOPSOIL IS NOT INCLUDED IN THIS COMPARISON.NS LEVELS ARE ORIGINAL AS-SURVEYED EXISTING SURFACE

LEVELS & FS LEVELS ARE FINAL FINISHED SURFACE

No.1

3

4

Min. Level-3.00

-2.00

-1.50

Max. Level-2.50

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Colour

2 -2.50 -2.00

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0 0.308

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60616263646541424344

46

47

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STAGE 2 STAGE 3

LANA DR

LANA DR

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RESERVE

REVISIONREV


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IS T

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ROADS & DRAINAGE CONSTRUCTION PLANSSIGNAGE & LINEMARKING PLAN (SHEET 1 OF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

PLA

TERO

BVD

LANA DR

PLA

TERO

BVD

LANA DR

DAP

PLE

LN

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NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

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E UP

DATE

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IS T

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OF

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ROADS & DRAINAGE CONSTRUCTION PLANSSIGNAGE & LINEMARKING PLAN (SHEET 2 OF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

LANA DR

DAP

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LN

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T AN

D W

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DOC

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ROADS & DRAINAGE CONSTRUCTION PLANSSTAGE 1 EXTENTS PLAN & TEMPORARY WORKS


SCALE 1:1,00010 10 20 30 40 500

FUTURE LANA DR

FUTURE DAPPLE LN

LANA DRNESTOR PL

LANA DR

HARVEYS LN

LIPARI STREET

BROOKLANDS DRCH

179.

43

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174.

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ZONE 55

TEMPORARY 250mm THICKFCR TURNING CIRCLE TOIDM STANDARDS WITH A

D4-5 HAZARD BOARD

D4-5

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IN STAGE 1

GRADE TEMPORARYOUTFALL @ 1 IN 150

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DOC

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TSPL

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NT\11

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ANS

REV

C.DW

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DATE

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COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSSTAGE 2 EXTENTS PLAN & TEMPORARY WORKS


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

TEMPORARY 250mm THICKFCR TURNING CIRCLE TOIDM STANDARDS WITH A

D4-5 HAZARD BOARD

D4-5










WHERE SHOWN





INSTALLDRAINAGESTUBS FOR

13I-21A & 13I-13J


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EE

EE

EE

WW

WW

RWRW

RWRW

RWRW

W

RW RWRW RW RW RW RW RW RW RW

CH0.00

CH13.49

CH0.00

CH13.53

150Ø

CH0.00

CH20

TP12.52

EX 300Ø

CH42.60

RSK0

502S

LLIP

R=8

.6

RSK0502SR

LIP R=8.6

CH0.00

CH7.31

CH30.18

28 50

HARVEYS LN

PLATEROBVD

R8R8

SM2-M

SM2-M

SM2-MSM2-M










WHERE SHOWN





REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

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NGIN

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AD\C

URRE

NT\11

4430

1 R&D

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DATE

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COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSINTERSECTION DETAILS (SHEET 1 OF 3)


SCALE 1:2002 2 4 6 8 100

SAG

CH5.1

2RL

207.6

3

7.53m VC 5.02m VC

-1% 5.7% 3.12%DESIGN LIP OF KERB

R-8.6m HCHORIZ. GEOMETRY

0.00

208.0

020

7.72

207.6

7

2.00

208.0

120

7.70

207.6

5

4.00

208.0

420

7.68

207.6

3

5.12

208.0

620

7.67

207.6

35.4

220

8.07

207.6

720

7.63

6.99

208.1

020

7.64

7.76

208.1

120

7.66

8.56

208.1

220

7.68

8.65

208.1

220

7.73

207.6

8

10.00

208.1

320

7.78

207.7

310

.7620

8.14

207.8

220

7.77

10.83

208.1

420

7.77

11.53

208.1

520

7.81

12.37

208.1

720

7.86

13.99

208.2

020

7.98

207.9

414

.0420

8.20

207.9

820

7.94

16.00

208.2

320

8.06

208.0

216

.5520

8.24

208.0

3

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 206.0

RSK0201ELSCALE H 1 : 250 V 1 : 50

6.76m VC 6.76m VC

1.53% 4.66% 0.5%DESIGN LIP OF KERB


0.00

207.7

920

7.31

207.2

6

2.00

207.7

920

7.35

207.3

0

3.38

207.8

020

7.38

207.3

44.0

020

7.81

207.4

020

7.36

6.00

207.8

320

7.48

207.4

46.7

620

7.84

207.5

120

7.47

8.00

207.8

520

7.57

207.5

2

9.07

207.8

620

7.61

207.5

69.1

320

7.86

207.5

610

.0020

7.86

207.5

910

.1420

7.86

207.5

910

.6520

7.86

207.6

012

.3120

7.85

207.6

820

7.63

13.52

207.8

420

7.64

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 206.0

RSK0201ERSCALE H 1 : 250 V 1 : 50

CRES

T CH

5.15

RL20

9.67

6.76m VC 6.76m VC

2.08% -0.65% -0.5%DESIGN LIP OF KERB


0.00

209.6

420

9.66

209.6

2

2.00

209.6

720

9.70

209.6

5

3.38

209.7

220

9.71

209.6

74.0

020

9.74

209.7

220

9.67

5.15

209.7

620

9.72

209.6

7

6.00

209.7

720

9.72

209.6

7

6.76

209.7

720

9.71

209.6

7

8.41

209.7

920

9.70

209.6

68.5

820

9.79

209.6

6

10.00

209.8

020

9.65

10.14

209.8

020

9.65

10.24

209.8

020

9.65

11.68

209.8

020

9.68

209.6

4

13.53

209.7

720

9.63

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 208.0

RSK0502SLSCALE H 1 : 250 V 1 : 50

6.75m VC 6.75m VC



0.00

210.0

120

9.67

209.6

3

1.80

210.0

520

9.70

209.6

5

3.23

210.0

620

9.69

3.37

210.0

620

9.69

4.90

210.0

620

9.75

5.07

210.0

620

9.80

209.7

66.0

021

0.06

209.8

520

9.80

6.75

210.0

720

9.89

209.8

5

8.00

210.0

820

9.96

209.9

2

10.00

210.0

821

0.05

210.0

110

.1221

0.08

210.0

621

0.01

12.00

210.1

121

0.12

210.0

7

13.49

210.1

421

0.11

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 208.0

RSK0502SRSCALE H 1 : 250 V 1 : 50

MGA94

ZONE 55

10F

10E

13A

29A

TP40

7.74

LAYBACK LAYBACK

LAYBACKLAYBACK

LAYBACK

BY OTHERS

EX. SM2-M EX. SM2-M

TT

TT

TT

TT

T

GWR

GWR

EE

EE

EE

EE

E

GG

GG

RWRW

RWRW

RW

WW

WW

W

G G G G G G G G G

RW

E E E E E E E E E E E

T T T T T T T T T T T

W

RW RW RW RW RW RW RW RW RW

W W W W W W W W W

G G

R200

SM2-M

SM2-M

SM2-M

RSK01

03SL

LIP R=8

.6

CH0.00

CH13.51

CH0.00

CH13.74

TP19

4.52

RTP

189.1

2

CH20

1.39CH0.00

TPCH12.02

RTP

213.3

4

RSK0103SR

LIP R=8.6R8

R8

R200

70 72

62 61 60

LANA DR

DAPPLE LN

SM2-MSM2-M

EX DEX D

EX D

EX D EX D EX D EX D EX D

EX D

EX EEX E

EX E

EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G EX G

EX W EX W EX W EX W EX W EX W EX W EX W EX W EX W

D

DD

DD

DD

DD

H

GG

GG

GG

G

EE

EE

EE

E

E E E E E

TT

TT

TT

TT

TT

GWR

GWR

RWRW

RWRW

WW

WW

W

RWRW

RW RW RW RW RW RW RW RW RW RW

E E

RSK0

501S

LLIP

R=8

.6

CH0.00

CH14.28

CH0.00

CH13.63RSK0501SR

LIP R=8.6

SM2-M

SM2-M

R8R8

150Ø

150Ø

CH288.30

CH7.98

CH0.00

LANA DR

HARVEYS LN

CH20

TP12.82

CH300.37

CH0.00

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

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: C:\1

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ATA\

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12DS

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4430

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ARVE

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSINTERSECTION DETAILS (SHEET 2 OF 3)


SCALE 1:2002 2 4 6 8 100

CRES

T CH

3.44

RL21

2.26

6.75m VC 6.75m VC

2.22% -2.14% -3.42%DESIGN LIP OF KERB


0.00

212.2

921

2.27

212.2

3

2.00

212.3

221

2.30

212.2

6

3.38

212.3

421

2.31

212.2

63.4

421

2.34

212.3

121

2.26

4.00

212.3

421

2.31

212.2

6

6.75

212.3

521

2.27

212.2

36.7

521

2.35

212.2

3

8.14

212.3

421

2.20

10.00

212.3

221

2.20

212.1

510

.0921

2.32

212.1

921

2.15

10.13

212.3

221

2.19

212.1

512

.0021

2.29

212.1

421

2.09

13.51

212.2

621

2.04

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 211.0

RSK0103SLSCALE H 1 : 250 V 1 : 50

CRES

T CH

12.65

RL21

2.43

6.87m VC 6.87m VC

3.41% 4.3% -0.81%DESIGN LIP OF KERB


0.00

212.3

621

2.08

212.0

4

2.00

212.4

221

2.16

212.1

1

3.44

212.4

621

2.21

212.1

63.5

021

2.46

212.2

121

2.17

5.49

212.5

121

2.25

6.85

212.5

421

2.30

6.86

212.5

421

2.35

212.3

06.8

721

2.54

212.3

521

2.30

8.31

212.5

421

2.40

212.3

68.4

321

2.54

212.3

610

.0021

2.55

212.4

010

.0321

2.55

212.4

010

.3121

2.55

212.4

111

.4521

2.54

212.4

721

2.42

12.00

212.5

421

2.47

212.4

312

.6521

2.53

212.4

721

2.43

13.74

212.5

221

2.42

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 211.0

RSK0103SRSCALE H 1 : 250 V 1 : 50

6.81m VC 6.81m VC

-0.43% -5.37% -5.65%DESIGN LIP OF KERB


0.00

212.8

421

2.90

212.8

6

2.00

212.8

021

2.88

212.8

3

3.41

212.7

521

2.84

212.8

04.0

021

2.72

212.8

321

2.78

6.00

212.6

521

2.74

212.7

0

6.81

212.6

221

2.70

212.6

6

8.51

212.5

621

2.61

212.5

78.6

721

2.55

212.5

6

10.00

212.4

521

2.48

10.22

212.4

521

2.47

10.33

212.4

421

2.47

11.78

212.4

021

2.43

212.3

912

.0021

2.39

212.4

221

2.37

13.63

212.3

121

2.28

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 211.0

RSK0501SLSCALE H 1 : 250 V 1 : 50

7.14m VC 7.14m VC



0.00

212.3

121

2.32

212.2

7

2.03

212.3

821

2.43

212.3

9

3.54

212.4

721

2.47

3.57

212.4

721

2.47

5.17

212.5

021

2.55

5.30

212.5

121

2.61

212.5

6

7.14

212.5

721

2.70

212.6

5

8.00

212.6

321

2.74

212.7

0

10.00

212.7

521

2.82

212.7

710

.7121

2.78

212.8

421

2.80

12.00

212.8

321

2.87

212.8

3

14.00

212.8

721

2.90

212.8

614

.2821

2.87

212.8

6

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 211.0

RSK0502SRSCALE H 1 : 250 V 1 : 50

24 2

MGA94

ZONE 55










WHERE SHOWN




ALL EXISTING SERVICES ARE SHOWN. 07A

07B

LAYBACKLAYBACK LAYBACK

LAYBACKLAYBACK

EX. SM2-M EX. SM2-M

REDUNTANT CULVERTTO BE REMOVED BY

OTHERS

2m x 1m CONCRETEBIN PAD FOR LOT 71

2m x 1m CONCRETEBIN PAD FOR LOT 69

SS

S

SS

SS

SS

SS

SSSS

DD

DD

D

D

D

D

D

DD

D

H

D D D

D

D

D

D

D

GG

GG

GG

GG

G

E

E

E

EE

E

T

T

T

TT

T

GWR

GWR

GWR

GWR

RWRW

RWRW

RWRW

RWRW

WW

WW

WW

WW

T T

E E

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

RW RW RW RW RW RW RW RW RW RW RW RW

G G G G G G G G G G G G

E

E

E

E

E

EE

T

T

T

T

T

T

T T

R4.5

SM2-M

SM2-M

RSK01L01

LIP R=8.6

CH0.00

CH7.28

CH17

.70

CH0.00

CH13

.51

R8

CH26

.44

LIP R=7.4

RSK01R01

R8

R54

SM2-M

SM2-M

300Ø

300Ø

300Ø

300Ø

300Ø

R8

LANA DRIVE

NESTOR PL

TP98.29

LTP

114.4

1

CH104

.24

LTP94.50

TP11

0.18

CH0.00

CH10










WHERE SHOWN





REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSINTERSECTION DETAILS - STAGE 1


SCALE 1:2002 2 4 6 8 100

SAG

CH0.0

0RL

210.5

0

5m VC

-0.67% 0.5% 3.8% 3.3%DESIGN LIP OF KERB


0.00

210.7

721

0.55

210.5

0

2.55

210.7

621

0.56

210.5

2

4.17

210.7

721

0.53

4.67

210.7

721

0.53

5.71

210.7

821

0.54

5.78

210.7

821

0.58

210.5

4

7.17

210.7

921

0.61

210.5

6

8.00

210.8

121

0.63

210.5

8

9.67

210.8

421

0.68

210.6

410

.0021

0.84

210.6

921

0.65

12.00

210.8

921

0.77

210.7

212

.5121

0.90

210.7

921

0.74

13.51

210.9

321

0.78

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 209.0

RSK01L01SCALE H 1 : 250 V 1 : 50

SAG

CH6.1

3RL

210.4

8

24m VC

-0.67% -0.5% 2.75% 3.27%DESIGN LIP OF KERB

R-7.4m HC R-53.35m HCHORIZ. GEOMETRY

0.00

210.5

921

0.55

210.5

0

2.33

210.5

721

0.54

210.4

92.4

421

0.57

210.5

421

0.49

3.08

210.5

721

0.57

210.4

9

4.58

210.5

521

0.54

210.4

85.3

321

0.55

210.5

321

0.48

6.13

210.5

421

0.53

210.4

8

7.28

210.5

321

0.53

210.4

87.8

421

0.52

210.5

321

0.48

8.53

210.5

221

0.53

210.4

9

10.00

210.5

121

0.54

210.4

9

12.00

210.5

121

0.55

210.5

1

14.44

210.5

421

0.57

210.5

314

.9221

0.55

210.5

821

0.54

15.61

210.5

721

0.59

210.5

4

17.70

210.6

221

0.62

210.5

718

.0021

0.63

210.6

221

0.58

20.00

210.6

921

0.66

210.6

1

22.00

210.7

421

0.70

210.6

5

24.00

210.7

921

0.74

210.7

0

26.00

210.8

421

0.80

210.7

526

.4421

0.86

210.7

6

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF KERB

DESIGN LIP OF KERB

DATUM RL 209.0

RSK01R01SCALE H 1 : 250 V 1 : 50

MGA94

ZONE 55

03G

03E

03F

20

14 13 12

6

LAYBACK

LAYBACK

4m x 1m CONCRETEBIN PAD FOR LOTS10 & 11 (2 x 1m FOR

EACH LOT)

2.0m x 1mCONCRETE BIN PAD

FOR LOT 12

SS

SS

SS

SS

SSSSSSSSSSSSSSSSSSS

SS

SS

S

DD

D

D

D

D

D

D D D D D D D D D

DD

DD

DD

DD

D

H

D D D D D D D D D D

D

D

D

H

D

H

GG

GG

GG

G

GWR

GWR

GWR

GWR

GWR

GWR

RWRW

RWRW

RWRW

WW

WW

WW

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

W

W

WW

W

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

RW

RW

RWRW

RW

W W W W W W W W

RW RW RW RW RW RW RW RW

G G G G G G G G G G G G G G G G G G G G G G G

G

G

GG

G

G

E

E

E

EE E E E E E E E E E E E E E E E E E

T

T

T

T

T T T T T T T T T T T T T T T T T T

R4.5

R4.5

R4.5R4.5

R4.5

R4.5 R3.75

R4.5

R8

450Ø

375Ø300Ø

300Ø

300Ø

225Ø225Ø

CH

40.98

CH

56.98

P 210.14P 210.50

P 210.43

P 209.87

P 209.58

P 209.66 P 209.49

P 209.22 P 209.04

P 208.97

P 208.97

P 209.23P 209.30

P 209.21P 209.28

P 209.55P 209.62

P 209.53

P 210.43

P 210.45

P 210.58

P 210.46

P 208.92

P 209.87

P 210.46 P 210.43

P 210.46

P 210.43P 210.09

P 209.27

P 209.60

P 209.94

P 209.34P 209.37 P 209.09P 209.16P 209.45

P 209.75

P 209.58

P 209.72

P 209.72

P 210.07P 209.88

P 210.00P 210.21 P 210.07

P 210.21P 210.00

P 209.39 P 209.28P 209.46

P 209.39P 209.46 P 209.03

P 209.01

P 209.14

P 209.14

P 210.22P 210.36

P 210.15 P 210.03P 209.87

P 209.73 P 209.68

P 210.02P 209.87

P 209.73P 209.37 P 209.29

P 209.11

P 209.26P 209.09P 209.09

P 209.36P 209.43

P 209.49P 209.66

P 210.14

P 210.43

P 209.62 P 209.55 P 209.30

P 210.36P 210.51

NESTOR PL

NESTOR PLB1

B1










WHERE SHOWN





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ROADS & DRAINAGE CONSTRUCTION PLANSSHARED DRIVEWAY DETAILS


SCALE 1:2002 2 4 6 8 100

MGA94

ZONE 55

03A

03B

03C

03D

04A

03E

CH64.98

CH11.80

CH20.55

CH30.00

TP39.05

TP40.89

3.50

4.25 4.25

4.25 4.25

3.50 3.50

7.28

2.55

3.95 1.30 2.98

2.20

7.28

7.287.78

1.501.90

1.05

2.75

1.502.64

CH0.00

2.36 5.89

1.39 3.39 5.45

6.392.362.646.100.702.063.26

3.75 5.25

3.39 5.45 3.30

2.50

2.50

6

78

11 10 912

CH27.83

CH35.10

CH37.66

CH44.28

CH49.73

CH53.03CH53.23

CH56.98

CH62.23

REFER 1144301-R32 FOR LONG &AND CROSS SECTIONS

1.500.65

REFER LANDSCAPINGPLAN FOR BOLLARD

DETAILS

1.00 2.72

B1

B1

CH6.34

2.82

REVISIONREV


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ROADS & DRAINAGE CONSTRUCTION DETAILSTYPICAL DETAILS (SHEET 1 OF 2)


SCALE AS SHOWN

REFERPAVEMENT

DETAILS

SM2-MKERB

2.0%3.0%-3.0%

1.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y

3.65PARKING & THROUGH LANE

ROAD

CL

REFERPAVEMENT

DETAILS 2.40TELCO

1.90ELEC

DAPPLE LANESCALE 1:100

-3.0%


0.05

3.0%2.0%

1.90GAS

2.40RECYCLED WATER

SM2-MKERB

7.90

4.30VERGE

0.051.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y

16.00ROAD RESERVE

2.90WATER

2.35NATURE

STRIP

2.65NATURE

STRIP

SM2-MKERB

2.0% 5.0% -3.0%

RCP

1.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y


ROAD

CL

REFERPAVEMENT

DETAILS2.40TELCO

1.90ELEC

PLATERO BOULEVARDCH0.00-122.30

SCALE 1:100

-3.0%


0.05

5.0% 2.0%

1.90GAS2.40

RECYCLED WATER

SM2-MKERB

7.90

4.30VERGE

0.05 1.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y

16.00ROAD RESERVE

2.90WATER

2.35NATURE

STRIP

2.65NATURE

STRIP

SM2-MKERB

2.0% 5.0% -3.0%

RCP

1.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y


ROAD

CL

2.40ELEC

1.90TELCO

LANA DRIVESCALE 1:100

-3.0%


0.05

2.0%

1.90GAS2.40

RECYCLED WATER

SM2-MKERB

7.90

4.30VERGE

0.05 1.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y

16.00ROAD RESERVE

2.90WATER

2.35NATURE

STRIP

2.65NATURE

STRIP

SM2-MKERB

5.0%-3.0%

1.50FOOTPATH

PROP

ERTY

BOU

NDAR

Y


ROAD

CL

REFERPAVEMENT

DETAILS2.40

ELEC

1.9TELCO

PLATERO BOULEVARD CH122.30 - 153.85SCALE 1:100

-3.0%1 IN 6.7 MAX

3.20GAS

3.70RECYCLED WATER

B4KERB

7.90 0.05

RESE

RVE

BOUN

DARY

VARIESROAD RESERVE

4.20WATER

3.55NATURE

STRIP

VARIESNATURE

STRIP3.80

PARKING & THROUGH LANE

2.0%

5.0%0.7%

2.55THROUGH LANE

5.0%

2.55THROUGH LANE

4.30NATURE

STRIP5.40

4.30NATURE

STRIP

ROAD

CL

1.90GAS

2.40RECYCLED WATER

2.90WATER

2.40TELCO

1.90ELEC

PROP

ERTY

BOU

NDAR

Y

PROP

ERTY

BOU

NDAR

Y

NESTOR PLACESCALE 1:100

14.00ROAD RESERVE

5.0%

0.7%

2.0%

2.50SHARED PATH

VARIESNATURE STRIP

VARIESNATURE STRIP

175mm THICKCONCRETE FOOTPATH,

REFER IDM SD 205

VARIES

1 IN 6

VARIES

0.23

HARVEYS LANE NORTH FOOTPATHSCALE 1:100

2.0%

2.50SHARED PATH

2.00NATURE STRIP

2.00NATURE STRIP

175mm THICKCONCRETE FOOTPATH,

REFER IDM SD 205

6.50

VARIES VARIES

SHARED PATHSCALE 1:100

B1KERB

B1KERB

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ROADS & DRAINAGE CONSTRUCTION DETAILSTYPICAL DETAILS (SHEET 2 OF 2)


SCALE AS SHOWN

VARIES2.0%

1.50FOOTPATH

0.050.23

SPOON DRAIN

1.00NATURE

STRIP2.60

PARKING

EX SM2-MKERB

PROP

ERTY

BOU

NDAR

Y

EX H

ARVE

YS LA

NE

REFERPAVEMENT

DETAILS

5.68

12800

EXISTING SM2-MKERB

17400

3253 3253

100

2300

VARI

ES

HARVEYS LANE CARPARKSCALE 1:100

HARVEYS LANE CARPARK DETAILSCALE 1:100

2.10WATER

2.70GAS 3.10

RECYCLED WATER

VARI

ES

REVISIONREV


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ROADS & DRAINAGE CONSTRUCTION PLANSPIT TYPICAL DETAILS


SCALE AS SHOWN

PIT INLET APRON10mm FALL SIDE TO

CENTRE

PIT 1C - RETARDING BASIN OUTLETSTRUCTURE - SECTION D-D

SCALE 1:40

0.60

MELBOURNEWATER STANDARDPIPE GRILL. REFER

STD DWG7251/8/423

FSL 208.00

PLACE SELECT MIN D50150mm ROCK SPALLSEITHER SIDE OF INLETAPRON TO MATCH TOADJACENT BATTER

200Ø

PLACE SELECT MIN D50150mm ROCK SPALLSEITHER SIDE OF INLETAPRON TO MATCH TOADJACENT BATTER

2.30 x 0.60CONCRETE

INLET APRON

2.30

0.60

INLET FILTERSCREEN

900x600 GRATEDJUNCTION PIT

C C

BASE OFBASIN

DPIT 1C - RETARDING BASIN OUTLET

DETAIL PLANSCALE 1:40

D

CONSTRUCTION ORDER NOTE:1. POUR PIT WALL IN-SITU

2. ATTACH ORIFICE PLATE TO PIT WALLWITH TOP TWO DYNABOLTS

3. POUR AND SHAPE PIT BASE TO SUITFILTER SCREEN MATERIAL SELECTION

ORIFICE SIZE PRODUCT SCREEN SIZE=200mm Ø SANKEY MAXI-MESH MIN 50 X ORIFICE AREA

RH3030 OR EQUIVALENT

DIRECTION OF FLOW

SCREEN TO BE HINGEDAT TOP & DYNA BOLTED

TO WALL

STAINLESS STEELORIFICE PLATE

DYNA-BOLTED ANDEPOXIED TO PIT

WALL

PIT WALL

SCREENHANDLE

INLET PIPE SECTIONTHROUGH WALLSHALL BE 300 Ø

ORIFICE PLATE & SCREEN MESHELEVATION DETAIL

NOT TO SCALE

AB

A B45

0mm

550mm (INLET PIPE Ø + 100mm)

INLETPIPE

MINIMUM Ø10mmGALVANISED STEEL

DYNABOLTS OREQUIVALENT

MINIMUM 3mmTHICK STAINLESS

STEEL PLATE

SHARP EDGED MACHINE CUT HOLETO REQUIRED DIAMETER

INVERTS OF PIPE & ORIFICE TO BEFLUSH - BASE OF ORIFICE PLATE SET

MIN 30mm INTO PIT BASE

ORIFICE30mm

MIN

PIT BASE

ORIENTATION OFSCREEN HOLE

OPENINGS FACINGBASE OF PIT

DIRECTION OF FLOW

300Ø PIPESECTION

THROUGH PITWALL

5mm FALL

ORIFICE PLATE & SCREEN MESHSECTION A-A

NOT TO SCALE

ORIFICE PLATE & SCREEN MESHSECTION B-B

NOT TO SCALE

PIT BASEPITAPRON

200

50

BASIN SLOPE

MIN FALL FROM OUTLET TOINTERSECTION WITH BASINDESIGN BOTTOM OF BANK

SELECTEDPLATEROCK

ROCKWORK TOFINISH FLUSHWITH BASIN

DESIGN SLOPE

OBVERT OF PIPETO BE 200mmBELOW BASIN

DESIGN SLOPE

DESIGN IL ANDCHAINAGE ON

LONG SECTION

MORTAR TOSEAL OFF

UNDERPIUPE

MORTAR PADUNDER PLATE

ROCK

ENERGY DISSIPATING ROCKSON OUTLETS WITH VEL > 1.5m/sROCKS ARE NOT TO PREVENTFREE FLOWING OUTFALL OF

WATER FROM PIPE TOMINIMISE SILTATION IN PIPE

GENERAL ROCK WING WALL SECTION A-ADIMENSIONS IN mm

'D'

BASIN PROFILEADJACENT TOOUTLET/INLET

'D'

ENERGYDISSIPATING

ROCKS

A A

B

B

GENERAL ROCK WING WALLDIMENSIONS IN mm

SCALE 1 : 25

OUTLET LINEDWITH SELECTROCK SPALLS

D50 = 150mm MIN

1 IN 2.0

ROCKWORK CAN BEMADE STEEPER IF IT

IS MORTARED ORCONSTRUCTED

FROM INTERLOCKINGROCKWORK

GENERAL ROCK WING WALL SECTION B-BDIMENSIONS IN mm

SCALE 1 : 25

'D'

450

SL81 MESH(CENTRALLY

PLACED)

150

ROCK TO BEMORTARED FROM

END OF PIPE OUT TOFULL DEVELOPED

WIDTH AT AMINIMUM

REINFORCEDCONCRETE

CUTOFF WALL300

450

INTERLOCKING ROCKCUTOFF AT END OF

OUTLET \ INLET

REINFORCEDCONCRETE

CUTOFF WALL

200Ø

200

300

2.30 0.90

300 Ø RCP

5 YEAR DETENTIONLEVEL 208.00

ALL EXTERNALLYEXPOSED PIT WALLS

TO BE SMOOTH FINISH

FSL 208.00

0.15 0.15

PIT 1C - RETARDING BASIN OUTLETSECTION C-C

SCALE 1:40

1 : 6

BASIN SLOPE

IL 207.07 IL 207.05IL 207.10

1 : 6

BASIN SLOPE

0.20 0.3

0

MELBOURNE WATERSTANDARD PIPE

GRILL. REFER STDDWG 7251/8/423

1 : 3BASIN SLOPE

MELBOURNEWATER STANDARDPIPE GRILL. REFER

STD DWG7251/8/423

IL 206.00

IL 206.30IL 206.40

IL 206.60

150

0.75

0.15

0.15

CONCRETE EDGETO MATCH BASIN

SLOPE

N12 BARS @ 300mmCENTRES

PIT 11B - SOUTHERN WALLEXTENSION

SCALE 1:40

0.2 M

IN


LANA DR NESTOR PL

LANA DR

LANA DR

HARVEYS LN

BROOKLANDS DR

PLATERO BVD

LANDSDOWN ST

HARVEYS LN

DAPPLE LN

RESERVE

REVISIONREV


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ROADS & DRAINAGE CONSTRUCTION DETAILSPAVEMENT DETAILS


SCALE 1:2,00020 20 40 60 80 1000

MGA94

ZONE 55

OPTION A (CBR VALUE 2) OPTION B (CBR VALUE 7)

PAVEMENT DEPTH 560mm 330mm

PAVEMENT LAYER LAYER THICKNESS (mm) MATERIAL

1 WEARING COURSE 30 SIZE 10 TYPE N ASPHALT

3 PRIME PRIME

4 BASE COURSE 150 20mm NOM. SIZE CLASS 1 FINE CRUSHED ROCK (SEE NOTE B ABOVE)

5 SUBBASE COURSE 150 20mm NOM. SIZE CLASS 3 FINE CRUSHED ROCK (SEE NOTE C ABOVE)

6A STRUCTURAL FILL 230 - TYPE A (VICROADS) PRODUCT (SEE NOTE E ABOVE)

6B SUBGRADE - 200 SUBGRADE PREPARATION (SEE NOTE F ABOVE). SUBGRADE IMPROVEMENT AS DIRECTED BYSUPERINTENDENT

CONCRETE FOOTPATH PAVEMENT DETAILS


1 SURFACE FINISH BROOMED FINISH & TOOLED JOINTS. FINISHED SURFACE TO COMPLY WITH AS 4586 - SLIPRESISTANT CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS

2 CONCRETE 125 CONCRETE 32MPa WITH SL72 TOP REINFORCEMENT WITH 50mm MIN. COVER.

3 BASE 50 20mm NOM. SIZE CLASS 3 FINE CRUSHED ROCK (SEE NOTE B ABOVE)

ASHPALT SHARED PATH


1 ASPHALT 30 COMPACTED DEPTH ASPHALT WITH PRIME SEAL

2 BASE 150 20mm NOM. SIZE CLASS 1 FINE CRUSHED ROCK (SEE PAVEMENT NOTE B)

150mm CONCRETE DRIVEWAY PAVEMENT


1 CONCRETE 150 CONCRETE 32 MPa WITH SL 82 MESH CENTRALLY LOCATED

2 BASE COURSE 75 20mm NOM. SIZE CLASS 3 FINE CRUSHED ROCK COMPACTED TO 90%MODIFIED (SEE PAVEMENT NOTE B ABOVE)

4 SUBGRADE SUBGRADE PREPARATION TO BE IN ACCORDANCE WITH RELEVANTSTANDARDS. SUBGRADE IMPROVEMENT AS DIRECTED BY

SUPERINTENDENT

PAVEMENT NOTES:A. ALL PAVEMENT DESIGNS TO BE IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT UNDERTAKEN BY GEOTECHNICAL TESTINGSERVICES - SOUTHERN, REPORT NO. 19C 0593-1.

B. PAVEMENT BASE COURSES ARE TO BE COMPACTED TO A MINIMUM DRYDENSITY RATIO OF 99% MODIFIED WITH MOISTURE CONTENT WITHIN ±3%OF MODIFIED OPTIMUM MOISTURE CONTENT (MOMC).

C. PAVEMENT SUBBASE COURSES ARE TO BE COMPACTED TO A MINIMUMDRY DENSITY RATIO OF 98% MODIFIED WITH MOISTURE CONTENT WITHIN±3% OF MODIFIED OPTIMUM MOISTURE CONTENT (MOMC).

D. PAVEMENT LAYERS SHOULD BE PLACED AND COMPACTED IN LAYERS NOTEXCEEDING 230mm THICKNESS.

E. STRUCTURAL FILL TO HAVE A MINIMUM CBR OF 8 AND COMPACTED TO AMINIMUM DRY DENSITY RATIO OF 98% MODIFIED WITH MOISTURECONTENT WITHIN ±3% OF MODIFIED OPTIMUM MOISTURE CONTENT(MOMC).

F. SUBGRADE PREPARATION AND ENGINEERED FILL CONSTRUCTION(PAVEMENTS) TO BE IN ACCORDANCE WITH RELEVANT STANDARDS.

G. WHEN PAVEMENT EXCAVATION IS IN ROCK, ALL LOOSE MATERIAL (INCL'ROCK & CLAY) MUST BE REMOVED. THE SUBGRADE MUST THEN BEREGULATED WITH COUNCIL APPROVED MATERIAL.

H. PRIOR TO PLACEMENT OF THE FILL MATERIAL UNDER NEW PAVEMENT,APPROVAL OF THE MATERIAL TO BE USED MUST BE OBTAINED FROMCOUNCIL.

EX E

EX E

EX EEX E

EX EEX E

EX EEX E

EX T

EX T

EX T

EX T

EX TEX T

EX TEX T

EX T

EX E

S

S

S

S

S

SSSSSSS

SS

SS

SS

SS

SS

SS

SS

D

D

D

D

D

D

D

D

DD

DD

DD

DD

> > > > > > > > >

300Ø

300Ø

450Ø

5 YEAR PEAK

STORAGE LEVEL

208.00

1 IN

200

(0.50

%)

IL 207.05

IL 207.60

IL 207.22

TOP OF BANK

WEIR RL 208.25

FS 207.52

FS 207.52

FS 207.57

FS 207.17

FS 207.15

FS 207.10

NS 208.40

NS 208.34

NS 208.33NS 208.77

NS 208.83

NS 208.83

TOP OF GJPIL 208.00

REFER TO TYPICALPIT DETAILS

1 IN

6

1 IN 6

RL: 208.40

MAX STORAGE

LEVEL 208.40

0.90

4.00

2.40

1:3

1:3

CH115.54

CH110.00

CH60

TP104.49

CH100.00

CH80

TP89.67

CH0.00

TP10.03

TP16.56

CH20.97

OVERFLOWWEIR

1 IN 6

1 IN 6










WHERE SHOWN





REVISIONREV


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TO

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THI

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A C

URRE

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AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

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HIS

SHEE

T MU

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E RE

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CON

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

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ROADS & DRAINAGE CONSTRUCTION PLANSRETARDING BASIN DETAILS


SCALE 1:2502.5 2.5 5 7.5 10 12.50

MGA94

ZONE 55

IL 207.14

IL 207.55

SHARED PATH

1 IN 6

IL 208.40

1 IN 6IL 208.25

IL 208.85

SHARED PATH

5 YR DETENTION LEVEL 208.00

MAX STORAGE LEVEL 208.40

RETARDING BASIN SECTION A-A

IL 208.00

1 IN 6

1 IN 6

IL 208.76

IL 207.52IL 207.52

IL 208.95

RETARDING BASIN SECTION B-B

300 DIA OUTLET PIPE



SHARED PATH

SHARED PATH

1 IN 6

1 IN 61 IN 6



1 IN11

1 IN 10

IL 208.68

IL 207.32 IL 207.31

IL 208.58

IL 208.40IL 208.40

IL 207.10

IL 208.00

RETARDING BASIN SECTION C-C

RETARDING BASIN SECTION D-D

A

A

D D

C C

B B

300 DIAOUTLET

PIPE



1 IN 6

IL 207.17

03A

03B

01C

02A

R0.75

R0.75

R5

R5

R11.2

5

R11.25

R11.25

R11.25

1.00

SHAPE BEYOND WEIRTO ENSURE OUTFALL

0.90

SHAPE LOW LEVEL MOUND TO HELPDIRECT EMERGENCY OVERFLOWS

TO STREET

RL 208.23

RL 208.45RL 208.55

RL 208.54

RL 208.24RL 208.31

1.00

SCALE H 1:250 V 1:50

SCALE H 1:250 V 1:50

SCALE H 1:250 V 1:50

SCALE H 1:250 V 1:50

300 DIA INLET

450 DIA INLET

DD

DD

D

D

D

D

D

D AG

D AG

D AG

D AG

D AGD AG

D AG

D AG

D AG

D AG

D AG

D AG

D AG

D AG

D AG

D AG

D AG

D AG

DD

DD

D

D

D

D

D

D

D

D

450Ø

300Ø

FS 204.11

NS 206.73

FS 204.11NS 206.46

NS 206.78

NS 206.95

FS 204.11

FS 204.11

450Ø

OVERFLOW WEIR

WEIR RL 206.45

1 IN 3

1 IN 3

1 IN 3

1 IN 3

1 IN 3

IL 206.02

TOP OF BANK

IL 204.70

REFER TO TYPICALPIT DETAILS

SEDIMENTATIONBASIN

RAIN GARDEN

1:3

1:3

6.00

1.80

1 IN 3 RL:206.

60

MAX STORAGE

LEVEL 206.60

(2x)525Ø

150Ø

675Ø










WHERE SHOWN





REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

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ATA\

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BGO-

12DS

01\11

4430

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ARVE

YS LA

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

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CON

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DATE

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C/ 58PRELIMINARY





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ROADS & DRAINAGE CONSTRUCTION PLANSSEDIMENTATION BASIN DETAILS


SCALE 1:2502.5 2.5 5 7.5 10 12.50

MGA94

ZONE 55

E

E

G

G

F

F

EXTENDED DETENTION LEVEL 206.30


1 IN 3

1 IN 3

1 IN 3 1 IN 3

IL 204.10

IL 204.70

1 IN 3

IL 206.00

IL 206.90

300mm DIAMETER ROCK BASE,INFILLED WITH 0-150mmDIAMETER WELL GRADED ROCK

0.90

SURFACE LAYER 50mm DEPTH WASHED YEA PEBBLE, INORGANIC MULCH OR APPROVED EQUIVALENT

FILTER MEDIA LAYER 450mm DEPTH SANDY LOAM (HYDRAULIC CONDUCTIVITY OF 180mm/hr)

TRANSTION LATER 100mm DEPTH COURSE SANDDRAINAGE LAYER 150-225mm DEPTH 7mm SCREENINGS

SEDIMENTATION BASIN SECTION E-E



IL 204.71

IL 204.10

1 IN 3

1 IN 3

0.90

IL 206.60

IL 204.40 IL 204.40

IL 206.60

IL 207.55

SEDIMENTATION BASIN SECTION F-F

SEDIMENTATION BASIN SECTION G-G

IL 206.00

IL 206.60

1 IN 3

1 IN 3

IL 207.34

0.90

225

165

150

300

1 IN 3

1 IN 3

11C

11D

10A

10B

1 IN 3

1 IN 3

IL 204.40 IL 204.40


SCALE H 1:250 V 1:50

SCALE H 1:250 V 1:50

SCALE H 1:250 V 1:50


100Ø SOCKED AG PIPE

RL 204.40 APPROXIMATELY TOTOP OF ROCK BASE

RL 204.40 APPROXIMATELY TOTOP OF ROCK BASE

675 DIA INLET

11B

IL 205.18IL 205.23

IL 205.18

IL 205.23

IL 204.89

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

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C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSLANA DRIVE LONG SECTIONS (SHEET 1 OF 3)

5 5 10 15 20 25SCALE H 1:500 V 1:50

0

LENGTHS ARE IN METRES - PAPER SIZE A30.5 0.5 1 1.5 2.0 2.50

H

V

H

V

HARV

EYS

LANE

IP21

2.72

IP21

1.89

IP21

0.75

IP21

0.54

IP21

1.60

SAG

CH97

.92RL

210.5

9

6m VC 20m VC 20m VC 20m VC 15m VC

-3% -3% -6% -2.19% -0.67% 3.3% 1.84%DESIGN C.L.

R=-8m HC R=-50m HC R=-200m HCHORIZ. GEOMETRY

0.00

212.9

621

2.93

3.90

212.7

421

2.81

4.00

212.7

321

2.81

7.00

212.5

421

2.70

10.00

212.4

321

2.54

10.83

212.3

921

2.49

12.82

212.3

221

2.32

212.4

121

2.37

20.00

212.0

621

1.96

211.9

621

2.15

212.0

821

2.02

20.83

212.0

221

1.93

211.9

321

2.11

212.0

521

1.98

28.05

211.7

821

1.68

211.6

821

1.82

211.8

021

1.74

30.00

211.7

421

1.63

211.6

321

1.77

211.7

521

1.69

30.83

211.7

221

1.61

211.6

121

1.75

211.7

321

1.67

32.35

211.6

921

1.58

211.5

821

1.71

211.7

021

1.64

40.00

211.5

021

1.41

211.4

121

1.55

211.5

321

1.47

44.05

211.4

021

1.32

211.3

221

1.46

211.4

421

1.38

47.35

211.3

421

1.25

211.2

521

1.38

211.3

721

1.31

50.00

211.2

921

1.19

211.1

921

1.33

211.3

121

1.25

60.00

211.0

521

0.97

210.9

721

1.11

211.0

921

1.03

62.05

211.0

221

0.93

210.9

321

1.06

211.0

521

0.98

62.76

211.0

121

0.91

210.9

121

1.05

211.0

321

0.97

63.35

211.0

121

0.90

210.9

021

1.03

211.0

221

0.96

70.00

210.9

021

0.77

210.7

721

0.91

210.8

921

0.83

72.76

210.8

521

0.73

210.7

321

0.87

210.8

521

0.79

79.36

210.7

821

0.65

210.6

521

0.79

210.7

721

0.71

80.00

210.7

721

0.65

210.6

521

0.78

210.7

721

0.70

80.05

210.7

721

0.65

210.6

521

0.78

210.7

721

0.70

82.76

210.7

521

0.63

210.6

321

0.76

210.7

521

0.68

90.00

210.7

121

0.58

210.5

821

0.71

210.7

021

0.63

94.50

210.6

821

0.55

210.5

521

0.68

210.6

721

0.60

94.55

210.6

821

0.55

210.5

521

0.68

210.6

721

0.60

97.92

210.6

521

0.57

210.6

221

0.64

210.7

921

0.59

98.29

210.6

521

0.56

210.6

221

0.63

210.8

221

0.59

100.0

021

0.64

210.5

321

0.63

210.5

121

0.80

210.6

0

104.2

421

0.66

210.5

621

0.59

210.4

621

0.76

210.6

310

4.55

210.6

621

0.56

210.6

021

0.47

210.7

621

0.64

110.0

021

0.77

210.6

921

0.65

210.7

721

0.73

210.7

411

0.18

210.7

721

0.70

210.6

521

0.78

210.7

321

0.74

114.4

121

0.89

210.8

121

0.81

210.9

421

0.93

210.8

611

4.55

210.8

921

0.81

210.8

121

0.94

210.9

421

0.87

115.4

121

0.91

210.8

421

0.84

210.9

721

0.97

210.9

0

120.0

021

1.08

210.9

921

0.99

211.1

221

1.11

211.0

5

129.3

221

1.43

211.3

021

1.30

211.4

321

1.42

211.3

513

0.00

211.4

621

1.32

211.3

221

1.45

211.4

421

1.38

131.4

121

1.51

211.3

721

1.37

211.5

021

1.48

211.4

2

136.8

221

1.70

211.5

221

1.52

211.6

521

1.64

211.5

713

8.11

211.7

321

1.55

211.5

521

1.68

211.6

721

1.61

140.0

021

1.77

211.6

021

1.60

211.7

321

1.71

211.6

5

144.3

221

1.86

211.6

821

1.68

211.8

221

1.80

211.7

414

4.98

211.8

821

1.70

211.7

021

1.84

211.8

121

1.75

147.0

421

1.92

211.7

321

1.73

211.8

821

1.84

211.7

9

150.0

021

1.98

211.7

921

1.79

211.9

321

1.90

211.8

4

155.9

721

2.10

211.9

021

1.90

212.0

321

2.02

211.9

5

160.0

021

2.21

211.9

721

1.97

212.1

121

2.09

212.0

316

0.73

212.2

221

1.99

211.9

921

2.12

212.1

021

2.04

161.4

621

2.23

212.0

021

2.00

212.1

321

2.12

212.0

6

170.0

021

2.36

212.1

621

2.16

212.2

921

2.27

212.2

1

174.7

821

2.42

212.2

421

2.24

212.3

821

2.36

212.3

017

5.00

212.4

221

2.25

212.2

521

2.38

212.3

721

2.30

CHAINAGE

EXISTING SURFACE

DESIGN RIGHT BACK OF KERB

DESIGN LEFT BACK OF KERB

DESIGN RIGHT INSIDE \ ROADSIDE OF PATH

DESIGN LEFT INSIDE \ ROADSIDE OF PATH

DESIGN C.L.

DATUM RL 208.0

LANA DR

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

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G

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DATE

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C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

LANA DRLANA DR

IP21

2.70

IP21

0.46

CRES

T CH

195.1

2RL

212.5

5

30m VC 20m VC

1.84% -2.22% -4.13%DESIGN C.L.

R=200m HC R=-200m HC R=35m HCHORIZ. GEOMETRY

160.0

021

2.21

211.9

721

1.97

212.1

121

2.09

212.0

316

0.73

212.2

221

1.99

211.9

921

2.12

212.1

021

2.04

161.4

621

2.23

212.0

021

2.00

212.1

321

2.12

212.0

6

170.0

021

2.36

212.1

621

2.16

212.2

921

2.27

212.2

1

174.7

821

2.42

212.2

421

2.24

212.3

821

2.36

212.3

0

176.6

621

2.44

212.2

821

2.28

212.4

121

2.40

212.3

3

179.4

321

2.48

212.3

321

2.33

212.4

621

2.45

212.3

918

0.00

212.4

821

2.34

212.3

421

2.47

212.4

621

2.40

181.5

221

2.50

212.3

721

2.37

212.5

021

2.49

212.4

2

189.1

221

2.58

212.4

721

2.59

212.5

219

0.00

212.5

821

2.48

212.6

021

2.53

194.5

221

2.61

212.4

921

2.61

212.5

519

5.12

212.6

221

2.49

212.6

121

2.55

196.5

221

2.63

212.4

921

2.61

212.5

519

6.84

212.6

321

2.49

212.6

121

2.55

200.0

021

2.58

212.4

821

2.60

212.5

320

1.39

212.5

621

2.47

212.5

821

2.52

210.0

021

2.42

212.3

421

2.46

212.4

021

1.52

212.3

921

2.31

212.4

321

2.37

212.8

421

2.37

212.2

821

2.40

212.3

421

3.34

212.3

621

2.27

212.2

721

2.40

212.3

921

2.33

220.0

021

2.25

212.1

221

2.12

212.2

621

2.24

212.1

8

227.5

421

2.13

211.9

621

1.96

212.0

921

2.07

212.0

1

230.0

021

2.09

211.9

021

1.90

212.0

321

2.02

211.9

623

0.84

212.0

821

1.88

211.8

821

2.02

212.0

021

1.94

240.0

021

1.89

211.6

821

1.68

211.8

121

1.80

211.7

4

241.5

421

1.85

211.6

521

1.65

211.7

821

1.76

211.7

024

2.83

211.8

221

1.62

211.6

221

1.75

211.7

421

1.67

249.0

921

1.67

211.4

821

1.48

211.6

221

1.59

211.5

325

0.00

211.6

521

1.46

211.4

621

1.60

211.5

721

1.51

255.3

421

1.52

211.3

421

1.34

211.4

721

1.46

211.4

0

257.0

421

1.48

211.3

021

1.30

211.4

421

1.42

211.3

6

260.0

021

1.41

211.2

421

1.24

211.3

721

1.36

211.2

9

267.3

721

1.25

211.0

721

1.07

211.2

121

1.19

211.1

3

270.0

021

1.18

211.0

221

1.02

211.1

521

1.13

211.0

7

273.0

721

1.08

210.9

521

0.95

211.0

821

1.07

211.0

0

280.0

021

0.84

210.7

921

0.79

210.9

321

0.91

210.8

5

284.4

021

0.71

210.7

021

0.70

210.8

321

0.81

210.7

5

287.7

721

0.64

210.6

221

0.62

210.7

521

0.74

210.6

828

9.11

210.6

121

0.59

210.5

921

0.72

210.7

121

0.65

290.0

021

0.59

210.5

721

0.57

210.7

021

0.69

210.6

3

297.7

721

0.41

210.3

521

0.35

210.4

821

0.47

210.4

1

300.0

021

0.36

210.2

821

0.28

210.4

121

0.40

210.3

330

0.43

210.3

421

0.26

210.2

621

0.40

210.3

821

0.32

305.1

421

0.21

210.0

921

0.09

210.2

321

0.21

210.1

5

307.7

721

0.08

209.9

920

9.99

210.1

221

0.10

210.0

430

8.01

210.0

720

9.98

209.9

821

0.11

210.0

921

0.03

310.0

020

9.98

209.9

020

9.90

210.0

321

0.02

209.9

5

314.9

220

9.75

209.6

920

9.69

209.8

220

9.81

209.7

531

6.12

209.6

920

9.64

209.6

420

9.78

209.7

620

9.70

320.0

020

9.50

209.4

820

9.48

209.6

120

9.60

209.5

4

323.1

520

9.35

209.3

520

9.35

209.4

820

9.47

209.4

1

330.0

020

9.11

209.0

720

9.07

209.2

020

9.19

209.1

2

332.9

020

9.02

208.9

520

8.95

209.0

820

9.07

209.0

0

335.0

020

8.96

208.8

620

8.86

209.0

020

8.98

208.9

2

CHAINAGE

EXISTING SURFACE





DESIGN C.L.

DATUM RL 206.0

LANA DR

DAPPLE LANESTAGE 3STAGE 1 STAGE 2

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

LANA DR

IP20

8.03

IP20

7.72

IP20

7.59

SAG

CH41

9.98

RL20

7.59

30m VC 5m VC

-4.13% -0.5% -5.19% 3%DESIGN C.L.

R=-50m HC R=-30m HCHORIZ. GEOMETRY

320.0

020

9.50

209.4

820

9.48

209.6

120

9.60

209.5

4

323.1

520

9.35

209.3

520

9.35

209.4

820

9.47

209.4

1

330.0

020

9.11

209.0

720

9.07

209.2

020

9.19

209.1

2

332.9

020

9.02

208.9

520

8.95

209.0

820

9.07

209.0

0

339.3

820

8.77

208.6

820

8.68

208.8

120

8.80

208.7

434

0.00

208.7

420

8.66

208.6

620

8.79

208.7

720

8.71

341.5

620

8.67

208.5

920

8.59

208.7

220

8.71

208.6

5

350.0

020

8.33

208.2

920

8.29

208.4

220

8.40

208.3

435

1.17

208.3

120

8.25

208.2

520

8.38

208.3

720

8.31

355.6

120

8.21

208.1

320

8.13

208.2

620

8.25

208.1

935

6.56

208.1

920

8.11

208.1

120

8.24

208.2

320

8.16

360.0

020

8.12

208.0

420

8.04

208.1

720

8.15

208.0

9

366.9

220

7.96

207.9

320

7.93

208.0

720

8.05

207.9

936

7.49

207.9

420

7.93

207.9

320

8.06

208.0

420

7.98

370.0

020

7.91

207.9

120

7.91

208.0

420

8.02

207.9

637

1.14

207.8

920

7.90

207.9

020

8.04

208.0

120

7.95

371.5

620

7.88

207.9

020

7.90

208.0

420

8.01

207.9

5

375.3

720

7.85

207.8

820

7.88

208.0

120

8.00

207.9

3

380.0

020

7.82

207.8

520

7.85

207.9

920

7.97

207.9

1

384.4

420

7.79

207.8

320

7.83

207.9

620

7.95

207.8

9

390.0

020

7.80

207.8

020

7.80

207.9

420

7.92

207.8

6

400.0

020

7.86

207.7

520

7.75

207.8

920

7.87

207.8

1

406.9

920

7.90

207.7

220

7.85

207.7

840

7.74

207.9

020

7.72

207.8

520

7.77

410.0

020

7.91

207.7

020

7.82

207.7

6

414.9

820

7.95

207.7

4

417.4

820

7.97

207.6

941

8.33

207.9

820

7.67

419.9

820

8.01

207.5

942

0.00

208.0

120

7.59

423.3

320

8.04

207.6

9

CHAINAGE

EXISTING SURFACE





DESIGN C.L.

DATUM RL 205.0

LANA DRPL

ATER

OBO

ULEV

ARD

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSLANA DRIVE CROSS SECTIONS (SHEET 1 OF 4)

2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 12.82

3.9% -3.0% -3.0% 1 IN 10

-6.30

212.3

1-0

.1021

2.41

-3.95

212.3

1-0

.0121

2.32

-3.35

212.3

10.0

321

2.27

0.00

212.3

2-0

.0521

2.37

3.35

212.3

10.0

421

2.27

3.95

212.3

1-0

.0121

2.32

6.60

212.3

0-0

.2821

2.58

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 211.0

CH 20

-6.7% 2.0% 5.0% -3.0% -3.0% 7.1% 2.0% -6.7%

-8.39

212.0

80.0

021

2.08

-7.85

212.0

7-0

.0421

2.11

-7.80

212.0

7-0

.0421

2.11

-6.30

212.0

6-0

.0221

2.08

-3.95

212.0

50.0

821

1.96

-3.35

212.0

40.1

221

1.92

0.00

212.0

60.0

421

2.02

3.35

212.0

50.1

321

1.92

3.95

212.0

50.0

921

1.96

6.60

212.0

4-0

.1121

2.15

8.10

212.0

4-0

.1521

2.18

8.15

212.0

4-0

.1521

2.18

10.50

212.0

30.0

021

2.03

RL 211.0

CH 28.05

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-7.87

211.8

40.0

021

1.84

-7.85

211.8

40.0

021

1.83

-7.80

211.8

30.0

021

1.83

-6.30

211.8

20.0

221

1.80

-3.95

211.8

10.1

221

1.68

-3.35

211.8

00.1

621

1.64

0.00

211.7

80.0

421

1.74

3.35

211.7

60.1

221

1.64

3.95

211.7

60.0

821

1.68

6.60

211.7

5-0

.0721

1.82

8.10

211.7

5-0

.1021

1.85

8.15

211.7

5-0

.1021

1.85

9.75

211.7

40.0

021

1.74

RL 210.5

CH 32.35

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-7.88

211.7

40.0

021

1.74

-7.85

211.7

40.0

121

1.73

-7.80

211.7

40.0

121

1.73

-6.30

211.7

30.0

321

1.70

-3.95

211.7

30.1

421

1.58

-3.35

211.7

20.1

921

1.54

0.00

211.6

90.0

521

1.64

3.35

211.6

30.0

921

1.54

3.95

211.6

30.0

521

1.58

6.60

211.6

2-0

.0921

1.71

8.10

211.6

1-0

.1321

1.74

8.15

211.6

1-0

.1321

1.74

10.21

211.6

10.0

021

1.61

RL 210.5

CH 44.05

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.32

211.5

50.0

021

1.55

-7.85

211.5

40.0

721

1.47

-7.80

211.5

40.0

721

1.47

-6.30

211.5

10.0

721

1.44

-3.95

211.4

70.1

521

1.32

-3.35

211.4

60.1

821

1.28

0.00

211.4

00.0

221

1.38

3.35

211.3

50.0

721

1.28

3.95

211.3

30.0

121

1.32

6.60

211.2

9-0

.1721

1.46

8.10

211.2

7-0

.2121

1.49

8.15

211.2

7-0

.2121

1.49

11.66

211.2

50.0

021

1.25

RL 210.0

CH 47.35

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.32

211.4

80.0

021

1.48

-7.85

211.4

70.0

721

1.40

-7.80

211.4

70.0

721

1.40

-6.30

211.4

40.0

721

1.37

-3.95

211.4

10.1

521

1.25

-3.35

211.4

00.1

921

1.21

0.00

211.3

40.0

321

1.31

3.35

211.2

80.0

821

1.21

3.95

211.2

70.0

221

1.25

6.60

211.2

3-0

.1621

1.38

8.10

211.2

0-0

.2121

1.41

8.15

211.2

0-0

.2121

1.42

11.77

211.1

70.0

021

1.17

RL 210.0

CH 63.35

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%-6.3%

-8.71

211.1

90.0

021

1.19

-7.85

211.1

70.1

221

1.05

-7.80

211.1

70.1

221

1.05

-6.30

211.1

30.1

121

1.02

-3.95

211.0

80.1

821

0.90

-3.35

211.0

70.2

221

0.86

0.00

211.0

10.0

521

0.96

3.35

210.9

40.0

821

0.86

3.95

210.9

30.0

321

0.90

6.60

210.8

7-0

.1621

1.03

8.10

210.8

4-0

.2321

1.06

8.15

210.8

4-0

.2321

1.06

14.15

210.6

9-0

.0021

0.69

RL 210.0

CH 70

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%-5.5%

-9.12

211.1

30.0

021

1.13

-7.85

211.1

00.1

721

0.92

-7.80

211.0

90.1

721

0.92

-6.30

211.0

50.1

621

0.89

-3.95

210.9

90.2

121

0.77

-3.35

210.9

80.2

521

0.73

0.00

210.9

00.0

721

0.83

3.35

210.8

20.0

921

0.73

3.95

210.8

00.0

321

0.77

6.60

210.7

4-0

.1721

0.91

8.10

210.7

0-0

.2421

0.94

8.15

210.7

0-0

.2421

0.94

14.15

210.5

5-0

.0621

0.61

RL 209.5

CH 79.36

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%-5.3%

-9.45

211.0

70.0

021

1.07

-7.85

211.0

20.2

221

0.80

-7.80

211.0

20.2

221

0.80

-6.30

210.9

70.2

021

0.77

-3.95

210.9

00.2

421

0.65

-3.35

210.8

80.2

721

0.61

0.00

210.7

80.0

721

0.71

3.35

210.7

00.0

921

0.61

3.95

210.6

80.0

321

0.65

6.60

210.6

2-0

.1721

0.79

8.10

210.5

9-0

.2321

0.82

8.15

210.5

8-0

.2321

0.82

14.15

210.4

5-0

.0521

0.50

RL 209.5

CH 90

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%-6.2%

-9.25

210.9

60.0

021

0.96

-7.85

210.9

20.1

921

0.73

-7.80

210.9

10.1

921

0.73

-6.30

210.8

70.1

821

0.70

-3.95

210.8

10.2

321

0.58

-3.35

210.8

00.2

621

0.53

0.00

210.7

10.0

721

0.63

3.35

210.6

20.0

921

0.53

3.95

210.6

10.0

321

0.58

6.60

210.5

5-0

.1721

0.71

8.10

210.5

1-0

.2321

0.74

8.15

210.5

1-0

.2321

0.74

14.15

210.3

7-0

.0021

0.37

RL 209.5

CH 94.5

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-9.20

210.9

20.0

021

0.92

-7.85

210.8

90.1

921

0.70

-7.80

210.8

90.1

921

0.70

-6.30

210.8

50.1

821

0.67

-3.95

210.7

80.2

421

0.55

-3.35

210.7

70.2

621

0.50

0.00

210.6

80.0

721

0.60

3.35

210.5

90.0

821

0.50

3.95

210.5

70.0

221

0.55

6.60

210.5

1-0

.1721

0.68

8.10

210.4

7-0

.2421

0.71

8.15

210.4

7-0

.2421

0.71

RL 209.5

CH 98.3

5.3%5.6%

9.1% -1.6% -3.2% 7.4% 5.0% 0.8%

-12.6

421

0.99

0.00

210.9

9-1

2.53

210.9

90.0

221

0.97

-12.4

821

0.99

0.02

210.9

7

-9.69

210.9

10.0

921

0.82

-6.09

210.8

10.1

921

0.62

-4.24

210.7

60.2

421

0.52

0.00

210.6

50.0

621

0.59

3.35

210.5

60.0

721

0.49

5.15

210.5

1-0

.0521

0.56

6.60

210.4

7-0

.1621

0.63

8.10

210.4

4-0

.2121

0.64

8.15

210.4

3-0

.2121

0.64

RL 209.5

CH 104.24

1 IN 6 3.2% 4.9% -1.7% -2.6% 8.1% -5.0% -2.0%

-11.3

421

0.95

0.00

210.9

5

-10.5

521

0.93

0.11

210.8

1-1

0.50

210.9

30.1

121

0.81

-8.94

210.8

90.1

321

0.76

-5.48

210.8

00.2

121

0.59

-4.88

210.7

90.2

421

0.55

0.00

210.6

60.0

221

0.63

4.67

210.5

20.0

121

0.51

6.02

210.4

7-0

.0821

0.56

7.92

210.4

1-0

.0621

0.46

9.42

210.3

6-0

.0821

0.43

9.47

210.3

5-0

.0821

0.43

RL 209.5

CH 110.19

1 IN 6 -0.6% 2.0% -3.0% -2.7% 3.4% 1.9%

-11.8

721

0.90

0.00

210.9

0

-10.7

821

0.89

0.17

210.7

2-1

0.73

210.8

90.1

721

0.72

-9.03

210.8

80.1

521

0.73

-4.98

210.8

30.1

821

0.65

-4.32

210.8

20.2

121

0.61

0.00

210.7

70.0

321

0.74

3.35

210.7

30.0

821

0.65

3.95

210.7

30.0

321

0.70

6.44

210.6

9-0

.1021

0.78

7.94

210.6

6-0

.1521

0.81

7.99

210.6

6-0

.1521

0.81

RL 209.5

LANA DR

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 115.41

0.1% 5.6% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.23

210.9

90.0

021

0.99

-8.16

210.9

90.0

121

0.98

-8.11

210.9

90.0

121

0.98

-6.32

210.9

7-0

.0021

0.97

-3.95

210.9

50.1

121

0.84

-3.35

210.9

40.1

521

0.80

0.00

210.9

10.0

221

0.90

3.35

210.8

90.1

021

0.80

3.95

210.8

90.0

521

0.84

6.60

210.8

7-0

.1021

0.97

8.10

210.8

5-0

.1621

1.00

8.15

210.8

5-0

.1621

1.00

11.07

210.8

10.0

021

0.81

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 209.5

CH 120

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-7.94

211.1

30.0

021

1.13

-7.85

211.1

3-0

.0121

1.14

-7.80

211.1

3-0

.0121

1.14

-6.30

211.1

20.0

121

1.11

-3.95

211.1

10.1

221

0.99

-3.35

211.1

00.1

621

0.95

0.00

211.0

80.0

421

1.05

3.35

211.0

60.1

221

0.95

3.95

211.0

60.0

721

0.99

6.60

211.0

3-0

.1021

1.12

8.10

211.0

0-0

.1521

1.15

8.15

211.0

0-0

.1521

1.16

11.08

210.9

60.0

021

0.96

RL 210.0

CH 131.41

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.19

211.5

70.0

021

1.57

-7.85

211.5

70.0

521

1.51

-7.80

211.5

70.0

521

1.51

-6.30

211.5

60.0

721

1.48

-3.95

211.5

40.1

721

1.37

-3.35

211.5

30.2

121

1.32

0.00

211.5

10.0

921

1.42

3.35

211.4

70.1

521

1.32

3.95

211.4

60.0

921

1.37

6.60

211.4

2-0

.0821

1.50

8.10

211.3

9-0

.1421

1.53

8.15

211.3

9-0

.1421

1.53

10.87

211.3

50.0

021

1.35

RL 210.5

CH 138.11

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.13

211.7

50.0

021

1.75

-7.85

211.7

50.0

521

1.70

-7.80

211.7

50.0

521

1.70

-6.30

211.7

50.0

821

1.67

-3.95

211.7

50.2

021

1.55

-3.35

211.7

50.2

421

1.51

0.00

211.7

30.1

321

1.61

3.35

211.6

70.1

621

1.51

3.95

211.6

60.1

121

1.55

6.60

211.6

1-0

.0721

1.68

8.10

211.5

8-0

.1321

1.71

8.15

211.5

8-0

.1321

1.71

10.91

211.5

30.0

021

1.53

RL 210.5

CH 147.04

1.9% 5.0% -3.0% -3.0% 5.0% 2.1% -6.7%-7

.9721

1.92

0.00

211.9

2-7

.6621

1.92

0.05

211.8

7-7

.6121

1.92

0.05

211.8

7

-6.11

211.9

20.0

821

1.84

-3.95

211.9

20.1

921

1.73

-3.35

211.9

20.2

321

1.69

0.00

211.9

20.1

321

1.79

3.35

211.8

70.1

821

1.69

3.95

211.8

60.1

221

1.73

6.81

211.8

1-0

.0721

1.88

8.31

211.7

8-0

.1321

1.91

8.36

211.7

8-0

.1321

1.91

11.09

211.7

30.0

021

1.73

RL 210.5

CH 155.97

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.72

212.1

90.0

021

2.19

-7.85

212.1

80.1

421

2.05

-7.80

212.1

80.1

421

2.05

-6.30

212.1

70.1

521

2.02

-3.95

212.1

40.2

421

1.90

-3.35

212.1

40.2

821

1.85

0.00

212.1

00.1

521

1.95

3.35

212.0

80.2

321

1.85

3.95

212.0

70.1

721

1.90

6.60

212.0

2-0

.0121

2.03

8.10

211.9

9-0

.0721

2.06

8.15

211.9

9-0

.0721

2.06

9.59

211.9

70.0

021

1.97

RL 211.0

CH 160.73

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-9.14

212.3

50.0

021

2.35

-7.85

212.3

40.2

021

2.13

-7.80

212.3

40.2

021

2.13

-6.30

212.3

20.2

221

2.10

-3.95

212.2

90.3

021

1.99

-3.35

212.2

80.3

321

1.94

0.00

212.2

20.1

821

2.04

3.35

212.1

70.2

321

1.94

3.95

212.1

60.1

721

1.99

6.60

212.1

2-0

.0021

2.12

8.10

212.0

9-0

.0621

2.15

8.15

212.0

9-0

.0621

2.15

9.40

212.0

70.0

021

2.07

RL 211.0

CH 170

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.94

212.4

90.0

021

2.49

-7.85

212.4

70.1

721

2.31

-7.80

212.4

70.1

721

2.30

-6.30

212.4

50.1

821

2.27

-3.95

212.4

20.2

621

2.16

-3.35

212.4

10.3

021

2.11

0.00

212.3

60.1

521

2.21

3.35

212.3

10.2

021

2.11

3.95

212.3

00.1

421

2.16

6.60

212.2

6-0

.0321

2.29

8.10

212.2

3-0

.0921

2.32

8.15

212.2

3-0

.0921

2.32

9.91

212.2

00.0

021

2.20

RL 211.0

CH 174.78

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.75

212.5

40.0

021

2.54

-7.85

212.5

30.1

421

2.39

-7.80

212.5

30.1

421

2.39

-6.30

212.5

10.1

521

2.36

-3.95

212.4

70.2

321

2.24

-3.35

212.4

70.2

721

2.20

0.00

212.4

20.1

221

2.30

3.35

212.3

70.1

721

2.20

3.95

212.3

60.1

221

2.24

6.60

212.3

3-0

.0521

2.38

8.10

212.3

0-0

.1021

2.41

8.15

212.3

0-0

.1121

2.41

10.23

212.2

70.0

021

2.27

RL 211.0

CH 179.43

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.57

212.6

00.0

021

2.60

-7.87

212.5

90.1

121

2.48

-7.82

212.5

90.1

121

2.48

-6.32

212.5

70.1

221

2.45

-3.95

212.5

30.2

021

2.33

-3.35

212.5

20.2

421

2.29

0.00

212.4

80.0

921

2.39

3.35

212.4

30.1

421

2.29

3.95

212.4

20.0

921

2.33

6.58

212.3

8-0

.0821

2.46

8.08

212.3

6-0

.1421

2.49

8.13

212.3

5-0

.1421

2.49

11.26

212.2

80.0

021

2.28

RL 211.0

CH 189.12

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.27

212.6

80.0

021

2.68

-7.93

212.6

70.0

521

2.62

-7.88

212.6

70.0

521

2.62

-6.38

212.6

60.0

721

2.59

-3.95

212.6

30.1

621

2.47

-3.35

212.6

20.2

021

2.42

0.00

212.5

80.0

521

2.52

3.35

212.5

20.1

021

2.42

3.95

212.5

10.0

421

2.47

6.53

212.4

7-0

.1221

2.60

8.03

212.4

5-0

.1821

2.63

8.08

212.4

5-0

.1821

2.63

12.41

212.3

40.0

021

2.34

RL 211.5

CH 201.39

1 IN 6 2.0% 5.0% -3.0% -3.0%

-8.38

212.7

00.0

021

2.70

-7.85

212.6

90.0

821

2.62

-7.80

212.6

90.0

821

2.61

-6.30

212.6

60.0

821

2.58

-3.95

212.6

20.1

621

2.47

-3.35

212.6

10.1

921

2.42

0.00

212.5

60.0

321

2.52

3.35

212.5

00.0

721

2.42

RL 211.5

CH 213.34

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-8.34

212.5

00.0

021

2.50

-7.85

212.4

90.0

721

2.42

-7.80

212.4

90.0

721

2.42

-6.30

212.4

70.0

821

2.39

-3.95

212.4

40.1

721

2.27

-3.35

212.4

30.2

021

2.23

0.00

212.3

60.0

421

2.33

3.35

212.2

90.0

721

2.23

3.95

212.2

80.0

121

2.27

6.60

212.2

2-0

.1821

2.40

8.10

212.1

9-0

.2421

2.43

8.15

212.1

9-0

.2521

2.44

RL 211.0

CH 220

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-8.40

212.3

60.0

021

2.36

-7.85

212.3

60.0

821

2.27

-7.80

212.3

60.0

821

2.27

-6.30

212.3

40.1

021

2.24

-3.95

212.3

10.1

821

2.12

-3.35

212.3

00.2

221

2.08

0.00

212.2

50.0

721

2.18

3.35

212.1

80.1

021

2.08

3.95

212.1

70.0

421

2.12

6.60

212.1

1-0

.1421

2.26

8.10

212.0

8-0

.2121

2.29

8.15

212.0

8-0

.2121

2.29

RL 211.0

CH 227.54

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-8.59

212.2

30.0

021

2.23

-7.85

212.2

20.1

221

2.11

-7.80

212.2

20.1

221

2.10

-6.30

212.2

10.1

421

2.07

-3.95

212.1

80.2

221

1.96

-3.35

212.1

70.2

621

1.91

0.00

212.1

30.1

221

2.01

3.35

212.0

70.1

521

1.91

3.95

212.0

50.1

021

1.96

6.60

212.0

0-0

.0921

2.09

8.10

211.9

6-0

.1621

2.12

8.15

211.9

6-0

.1621

2.12

RL 211.0

LANA DR

DAPPLELANE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 230.84

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.60

212.1

60.0

021

2.16

-7.85

212.1

50.1

221

2.03

-7.80

212.1

50.1

221

2.03

-6.30

212.1

40.1

421

2.00

-3.95

212.1

20.2

421

1.88

-3.35

212.1

20.2

821

1.84

0.00

212.0

80.1

421

1.94

3.35

212.0

20.1

821

1.84

3.95

212.0

00.1

221

1.88

6.60

211.9

5-0

.0721

2.02

8.10

211.9

1-0

.1321

2.05

8.15

211.9

1-0

.1421

2.05

11.19

211.8

40.0

021

1.84

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 211.0

CH 241.54

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.63

211.9

30.0

021

1.93

-7.85

211.9

20.1

221

1.80

-7.80

211.9

20.1

221

1.79

-6.30

211.9

10.1

421

1.76

-3.95

211.8

90.2

421

1.65

-3.35

211.8

80.2

821

1.60

0.00

211.8

50.1

521

1.70

3.35

211.8

30.2

321

1.60

3.95

211.8

20.1

821

1.65

6.60

211.8

00.0

221

1.78

8.10

211.7

8-0

.0321

1.81

8.15

211.7

8-0

.0321

1.81

8.85

211.7

60.0

021

1.76

RL 210.5

CH 249.09

1 IN 6 2.1% 5.0% -3.0% -3.0% 5.0% 1.9% -6.7%

-8.49

211.7

50.0

021

1.75

-7.76

211.7

40.1

221

1.62

-7.71

211.7

40.1

221

1.62

-6.21

211.7

30.1

321

1.59

-3.95

211.7

10.2

321

1.48

-3.35

211.7

00.2

721

1.43

0.00

211.6

70.1

421

1.53

3.35

211.6

40.2

121

1.43

3.95

211.6

40.1

621

1.48

6.70

211.6

1-0

.0121

1.62

8.20

211.6

0-0

.0521

1.65

8.25

211.5

9-0

.0521

1.65

9.16

211.5

90.0

021

1.59

RL 210.5

CH 257.04

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.45

211.5

50.0

021

1.55

-7.85

211.5

50.1

021

1.45

-7.80

211.5

50.1

021

1.45

-6.30

211.5

40.1

221

1.42

-3.95

211.5

20.2

121

1.30

-3.35

211.5

10.2

521

1.26

0.00

211.4

80.1

221

1.36

3.35

211.4

50.1

921

1.26

3.95

211.4

40.1

421

1.30

6.60

211.4

2-0

.0221

1.44

8.10

211.4

0-0

.0621

1.47

8.15

211.4

0-0

.0621

1.47

9.23

211.3

90.0

021

1.39

RL 210.0

CH 267.37

2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-7.94

211.2

40.0

021

1.24

-7.85

211.2

40.0

221

1.22

-7.80

211.2

40.0

221

1.22

-6.30

211.2

60.0

621

1.19

-3.95

211.2

60.1

921

1.07

-3.35

211.2

60.2

321

1.03

0.00

211.2

50.1

221

1.13

3.35

211.2

20.1

921

1.03

3.95

211.2

10.1

421

1.07

6.60

211.1

9-0

.0121

1.21

8.10

211.1

8-0

.0621

1.24

8.15

211.1

8-0

.0621

1.24

9.15

211.1

70.0

021

1.17

RL 210.0

CH 273.07

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-8.98

211.0

20.0

021

1.02

-7.85

211.0

3-0

.0621

1.10

-7.80

211.0

3-0

.0621

1.10

-6.30

211.0

5-0

.0121

1.07

-3.95

211.0

70.1

221

0.95

-3.35

211.0

70.1

721

0.90

0.00

211.0

80.0

721

1.00

3.35

211.0

80.1

821

0.90

3.95

211.0

80.1

421

0.95

6.60

211.0

7-0

.0121

1.08

8.10

211.0

6-0

.0521

1.11

8.15

211.0

6-0

.0621

1.11

9.09

211.0

50.0

021

1.05

RL 210.0

CH 284.4

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-11.7

521

0.58

0.00

210.5

8

-7.85

210.6

3-0

.2221

0.85

-7.80

210.6

3-0

.2221

0.84

-6.30

210.6

4-0

.1721

0.81

-3.95

210.6

8-0

.0221

0.70

-3.35

210.6

90.0

421

0.65

0.00

210.7

1-0

.0421

0.75

3.35

210.7

30.0

821

0.65

3.95

210.7

40.0

421

0.70

6.60

210.7

5-0

.0821

0.83

8.10

210.7

6-0

.1021

0.86

8.15

210.7

6-0

.1021

0.86

9.58

210.7

70.0

021

0.77

RL 209.5

CH 289.11

-6.7%2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-12.8

821

0.40

0.00

210.4

0

-7.85

210.5

0-0

.2421

0.74

-7.80

210.5

0-0

.2421

0.74

-6.30

210.5

3-0

.1821

0.71

-3.95

210.5

7-0

.0221

0.59

-3.35

210.5

80.0

321

0.55

0.00

210.6

1-0

.0321

0.65

3.35

210.6

30.0

921

0.55

3.95

210.6

40.0

521

0.59

6.60

210.6

5-0

.0721

0.72

8.10

210.6

6-0

.0921

0.75

8.15

210.6

6-0

.0921

0.76

9.47

210.6

70.0

021

0.67

RL 209.5

CH 300.43

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-11.6

121

0.16

0.00

210.1

6

-7.85

210.2

4-0

.1721

0.41

-7.80

210.2

5-0

.1721

0.41

-6.30

210.2

8-0

.1121

0.38

-3.95

210.3

00.0

421

0.26

-3.35

210.3

10.0

921

0.22

0.00

210.3

40.0

221

0.32

3.35

210.3

80.1

621

0.22

3.95

210.3

90.1

221

0.26

6.60

210.4

10.0

221

0.40

8.10

210.4

2-0

.0021

0.43

8.15

210.4

2-0

.0021

0.43

8.22

210.4

20.0

021

0.42

RL 209.0

CH 305.14

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0% -6.7%

-10.3

321

0.08

0.00

210.0

8

-7.85

210.1

4-0

.1021

0.24

-7.80

210.1

4-0

.1021

0.24

-6.30

210.1

7-0

.0421

0.21

-3.95

210.1

90.1

021

0.09

-3.35

210.2

00.1

521

0.05

0.00

210.2

10.0

621

0.15

3.35

210.2

10.1

621

0.05

3.95

210.2

10.1

221

0.09

6.60

210.2

2-0

.0121

0.23

8.10

210.2

2-0

.0321

0.26

8.15

210.2

2-0

.0321

0.26

8.71

210.2

20.0

021

0.22

RL 209.0

CH 314.92

2.1% 5.0% -3.0% -3.0% 5.0% 1.8%

-7.88

209.6

8-0

.1720

9.84

-7.83

209.6

7-0

.1720

9.84

-6.32

209.6

5-0

.1620

9.81

-3.95

209.6

9-0

.0120

9.69

-3.35

209.6

90.0

520

9.65

0.00

209.7

50.0

020

9.75

3.35

209.7

90.1

420

9.65

3.95

209.7

90.1

020

9.69

6.58

209.8

2-0

.0020

9.82

8.08

209.8

4-0

.0120

9.85

8.13

209.8

4-0

.0120

9.85

8.30

209.8

40.0

020

9.84

RL 208.5

CH 323.15

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

209.2

5-0

.2520

9.50

-7.80

209.2

5-0

.2520

9.50

-6.30

209.2

4-0

.2320

9.47

-3.95

209.2

8-0

.0720

9.35

-3.35

209.2

9-0

.0120

9.31

0.00

209.3

5-0

.0620

9.41

3.35

209.4

10.1

020

9.31

3.95

209.4

20.0

720

9.35

6.60

209.4

6-0

.0220

9.48

8.10

209.4

7-0

.0420

9.51

8.15

209.4

7-0

.0420

9.52

RL 208.5

CH 332.9

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.8

8-0

.2220

9.10

-7.80

208.8

8-0

.2220

9.10

-6.30

208.9

0-0

.1620

9.07

-3.95

208.9

5-0

.0020

8.95

-3.35

208.9

60.0

520

8.90

0.00

209.0

20.0

120

9.00

3.35

209.0

40.1

320

8.90

3.95

209.0

30.0

820

8.95

6.60

209.0

1-0

.0720

9.08

8.10

209.0

0-0

.1120

9.11

8.15

209.0

0-0

.1120

9.11

RL 208.0

CH 339.38

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.6

8-0

.1520

8.83

-7.80

208.6

8-0

.1520

8.83

-6.30

208.7

1-0

.0920

8.80

-3.95

208.7

50.0

720

8.68

-3.35

208.7

60.1

320

8.64

0.00

208.7

70.0

320

8.74

3.35

208.7

40.1

020

8.64

3.95

208.7

30.0

520

8.68

6.60

208.7

1-0

.1120

8.81

8.10

208.7

0-0

.1520

8.84

8.15

208.7

0-0

.1520

8.84

RL 207.5

CH 351.17

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.3

7-0

.0320

8.40

-7.80

208.3

7-0

.0320

8.40

-6.30

208.3

5-0

.0220

8.37

-3.95

208.3

30.0

820

8.25

-3.35

208.3

30.1

220

8.21

0.00

208.3

10.0

020

8.31

3.35

208.2

90.0

820

8.21

3.95

208.2

80.0

320

8.25

6.60

208.2

7-0

.1220

8.38

8.10

208.2

5-0

.1620

8.41

8.15

208.2

5-0

.1620

8.41

RL 207.0

LANA DR

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 355.61

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.3

00.0

220

8.28

-7.80

208.3

00.0

220

8.28

-6.30

208.2

70.0

220

8.25

-3.95

208.2

40.1

120

8.13

-3.35

208.2

30.1

520

8.09

0.00

208.2

10.0

320

8.19

3.35

208.1

90.1

120

8.09

3.95

208.1

90.0

620

8.13

6.60

208.1

5-0

.1120

8.26

8.10

208.1

2-0

.1820

8.29

8.15

208.1

2-0

.1820

8.29

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 207.0

CH 367.49

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.1

00.0

320

8.08

-7.80

208.1

00.0

320

8.07

-6.30

208.0

70.0

320

8.04

-3.95

208.0

20.1

020

7.93

-3.35

208.0

10.1

320

7.88

0.00

207.9

4-0

.0420

7.98

3.35

207.8

7-0

.0120

7.88

3.95

207.8

6-0

.0720

7.93

6.60

207.8

0-0

.2620

8.06

8.10

207.7

7-0

.3220

8.09

8.15

207.7

7-0

.3220

8.09

RL 207.0

CH 371.14

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.70

208.0

70.0

420

8.04

-7.65

208.0

70.0

420

8.04

-6.14

208.0

40.0

420

8.01

-3.95

208.0

00.1

020

7.90

-3.35

207.9

90.1

420

7.85

0.00

207.8

9-0

.0620

7.95

3.35

207.8

2-0

.0420

7.85

3.95

207.8

0-0

.1020

7.90

6.80

207.7

4-0

.3020

8.04

8.31

207.7

1-0

.3720

8.07

8.36

207.7

1-0

.3720

8.07

RL 207.0

CH 375.37

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.0

70.0

420

8.03

-7.80

208.0

60.0

420

8.03

-6.30

208.0

30.0

420

8.00

-3.95

207.9

80.1

020

7.88

-3.35

207.9

60.1

220

7.83

0.00

207.8

5-0

.0820

7.93

3.35

207.7

6-0

.0720

7.83

3.95

207.7

5-0

.1320

7.88

6.60

207.6

9-0

.3220

8.01

8.10

207.6

5-0

.3920

8.04

8.15

207.6

5-0

.3920

8.04

RL 207.0

CH 384.44

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%-7

.8520

8.03

0.05

207.9

8-7

.8020

8.03

0.05

207.9

8

-6.30

207.9

80.0

320

7.95

-3.95

207.9

10.0

820

7.83

-3.35

207.8

90.1

020

7.79

0.00

207.7

9-0

.1020

7.89

3.35

207.6

8-0

.1120

7.79

3.95

207.6

6-0

.1720

7.83

6.60

207.6

0-0

.3620

7.96

8.10

207.6

0-0

.4020

7.99

8.15

207.6

0-0

.4020

8.00

RL 206.5

CH 390

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.0

10.0

620

7.95

-7.80

208.0

10.0

620

7.95

-6.30

207.9

70.0

520

7.92

-3.95

207.9

10.1

020

7.80

-3.35

207.8

90.1

320

7.76

0.00

207.8

0-0

.0620

7.86

3.35

207.7

1-0

.0520

7.76

3.95

207.6

9-0

.1220

7.80

6.60

207.6

2-0

.3220

7.94

8.10

207.5

7-0

.3920

7.97

8.15

207.5

7-0

.4020

7.97

RL 206.5

CH 400

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.0

90.1

920

7.90

-7.80

208.0

90.1

920

7.90

-6.30

208.0

50.1

720

7.87

-3.95

207.9

80.2

220

7.75

-3.35

207.9

60.2

520

7.71

0.00

207.8

60.0

520

7.81

3.35

207.7

70.0

620

7.71

3.95

207.7

5-0

.0120

7.75

6.60

207.6

8-0

.2120

7.89

8.10

207.6

3-0

.2820

7.92

8.15

207.6

3-0

.2820

7.92

RL 206.5

CH 406.99

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.85

208.1

40.2

720

7.87

-7.80

208.1

40.2

720

7.87

-6.30

208.0

90.2

620

7.84

-3.95

208.0

20.3

020

7.72

-3.35

208.0

00.3

320

7.67

0.00

207.9

00.1

220

7.78

3.35

207.8

00.1

220

7.67

3.95

207.7

80.0

620

7.72

6.60

207.7

3-0

.1320

7.85

8.10

207.7

1-0

.1720

7.88

8.15

207.7

1-0

.1720

7.88

RL 206.5

LANA DR

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSPLATERO BVD LONG SECTIONS

5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

LANA DRIVE

HARV

EYS

LANE

IP20

9.75

IP20

9.64

IP20

8.34

IP20

7.34

6m VC 20m VC 20m VC 20m VC

-3% -3% -0.5% -2.25% -3.34% -3.34% -0.5%DESIGN C.L.

R=-20m HC R=30m HCHORIZ. GEOMETRY

0.00

210.0

020

9.99

3.90

209.9

020

9.87

4.73

209.8

920

9.84

7.73

209.8

820

9.77

10.00

209.9

220

9.74

10.73

209.9

120

9.74

12.52

209.8

920

9.67

209.6

720

9.80

209.7

920

9.73

20.00

209.7

620

9.64

209.6

420

9.77

209.7

520

9.69

20.03

209.7

620

9.64

209.6

420

9.77

209.7

520

9.69

30.00

209.6

020

9.54

209.5

420

9.68

209.6

620

9.60

30.03

209.6

020

9.54

209.5

420

9.68

209.6

620

9.60

40.00

209.4

020

9.36

209.3

620

9.50

209.4

820

9.42

40.03

209.4

020

9.36

209.3

620

9.49

209.4

820

9.42

40.72

209.3

920

9.35

209.3

520

9.48

209.4

620

9.40

46.14

209.2

820

9.23

209.2

320

9.36

209.3

420

9.28

50.00

209.2

120

9.14

209.1

420

9.27

209.2

620

9.19

54.72

209.1

420

9.03

209.0

320

9.16

209.1

520

9.09

60.00

209.0

620

8.91

208.9

120

9.05

209.0

320

8.97

60.14

209.0

520

8.91

208.9

120

9.04

209.0

320

8.97

63.69

209.0

020

8.83

208.8

320

8.96

208.9

520

8.89

67.23

208.9

020

8.75

208.7

520

8.91

208.8

620

8.81

70.00

208.8

220

8.69

208.6

920

8.82

208.8

120

8.74

70.76

208.8

020

8.67

208.6

720

8.80

208.7

920

8.73

77.41

208.6

320

8.52

208.5

220

8.66

208.6

420

8.58

77.98

208.6

120

8.51

208.5

120

8.64

208.6

320

8.57

80.00

208.5

620

8.46

208.4

620

8.60

208.5

820

8.52

80.66

208.5

420

8.45

208.4

520

8.58

208.5

720

8.50

87.98

208.3

920

8.26

208.2

620

8.39

208.3

720

8.31

90.00

208.3

420

8.20

208.2

020

8.33

208.3

220

8.26

94.07

208.2

620

8.08

208.2

020

8.13

95.41

208.2

320

8.04

208.1

520

8.09

97.98

208.1

820

8.01

208.0

720

8.01

100.0

020

8.15

207.9

420

7.94

107.3

920

8.04

207.7

020

7.69

108.0

620

8.03

207.6

820

7.67

110.0

020

8.00

207.6

120

7.61

115.6

020

7.89

207.4

620

7.46

118.0

620

7.84

207.4

120

7.41

120.0

020

7.81

207.3

820

7.37

120.8

120

7.81

207.3

120

7.37

207.4

520

7.36

126.1

920

7.64

207.2

420

7.30

207.4

220

7.30

128.0

620

7.58

207.2

320

7.29

207.4

120

7.29

130.0

020

7.53

207.2

220

7.28

207.4

020

7.28

137.8

520

7.33

207.1

820

7.24

207.3

620

7.24

140.0

020

7.26

207.1

720

7.23

207.3

520

7.23

150.0

020

7.09

207.1

220

7.18

207.3

020

7.18

153.8

520

7.16

CHAINAGE

EXISTING SURFACE





DESIGN C.L.

DATUM RL 204.0

PLATERO BVD

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSPLATERO BLVD CROSS SECTIONS (SHEET 1 OF 2)

2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 12.52

5.0% -3.0% -3.0% 4.9%

-6.30

209.7

2-0

.0720

9.79

-3.95

209.7

60.0

920

9.67

-3.35

209.7

70.1

420

9.63

0.00

209.8

90.1

620

9.73

3.35

210.0

10.3

820

9.63

3.95

210.0

20.3

420

9.67

6.60

210.0

70.2

620

9.80

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 208.5

CH 20

-6.7%2.0% 5.0% -3.0% -3.0% 5.0% 2.0% 1 IN 6

-12.2

120

9.49

0.00

209.4

9

-7.85

209.5

8-0

.2120

9.79

-7.80

209.5

8-0

.2120

9.78

-6.30

209.6

1-0

.1520

9.75

-3.95

209.6

50.0

120

9.64

-3.35

209.6

60.0

720

9.59

0.00

209.7

60.0

720

9.69

3.35

209.8

30.2

420

9.59

3.95

209.8

40.2

020

9.64

6.60

209.8

90.1

220

9.77

8.10

209.9

20.1

220

9.80

8.15

209.9

20.1

220

9.80

8.99

209.9

40.0

020

9.94

RL 208.5

CH 30

-6.7%2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-13.0

520

9.35

0.00

209.3

5

-7.85

209.4

6-0

.2320

9.69

-7.80

209.4

6-0

.2320

9.69

-6.30

209.4

9-0

.1720

9.66

-3.95

209.5

3-0

.0120

9.54

-3.35

209.5

40.0

420

9.50

0.00

209.6

00.0

020

9.60

3.35

209.6

70.1

720

9.50

3.95

209.6

80.1

320

9.54

6.60

209.7

30.0

520

9.68

8.10

209.7

60.0

520

9.71

8.15

209.7

60.0

520

9.71

8.49

209.7

60.0

020

9.76

RL 208.5

CH 40.72

-6.7%2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-12.7

020

9.17

0.00

209.1

7

-7.85

209.2

5-0

.2420

9.50

-7.80

209.2

5-0

.2420

9.49

-6.30

209.2

8-0

.1920

9.46

-3.95

209.3

2-0

.0320

9.35

-3.35

209.3

30.0

220

9.30

0.00

209.3

9-0

.0220

9.40

3.35

209.4

50.1

520

9.30

3.95

209.4

60.1

120

9.35

6.60

209.5

10.0

320

9.48

8.10

209.5

40.0

320

9.51

8.15

209.5

40.0

320

9.51

RL 208.5

CH 46.14

-6.7%2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-12.3

720

9.07

0.00

209.0

7

-7.85

209.1

5-0

.2320

9.37

-7.80

209.1

5-0

.2320

9.37

-6.30

209.1

7-0

.1720

9.34

-3.95

209.2

1-0

.0220

9.23

-3.35

209.2

20.0

420

9.18

0.00

209.2

8-0

.0020

9.28

3.35

209.3

40.1

620

9.18

3.95

209.3

50.1

320

9.23

6.60

209.4

00.0

520

9.36

8.10

209.4

30.0

520

9.39

8.15

209.4

30.0

520

9.39

RL 208.0

CH 54.72

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-11.4

420

8.94

0.00

208.9

4

-7.85

209.0

0-0

.1820

9.18

-7.80

209.0

0-0

.1820

9.18

-6.30

209.0

3-0

.1220

9.15

-3.95

209.0

70.0

420

9.03

-3.35

209.0

80.0

920

8.99

0.00

209.1

40.0

520

9.09

3.35

209.2

00.2

220

8.99

3.95

209.2

10.1

820

9.03

6.60

209.2

60.0

920

9.16

8.10

209.2

70.0

820

9.19

8.15

209.2

70.0

820

9.20

RL 208.0

CH 60.14

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-10.5

020

8.88

0.00

208.8

8

-7.85

208.9

3-0

.1320

9.06

-7.80

208.9

3-0

.1320

9.06

-6.30

208.9

5-0

.0820

9.03

-3.95

208.9

90.0

820

8.91

-3.35

209.0

00.1

320

8.87

0.00

209.0

50.0

920

8.97

3.35

209.1

10.2

420

8.87

3.95

209.1

10.2

020

8.91

6.60

209.1

40.1

020

9.04

8.10

209.1

60.0

920

9.07

8.15

209.1

60.0

920

9.07

RL 208.0

CH 63.7

-6.7% 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-9.89

208.8

40.0

020

8.84

-7.85

208.8

8-0

.1020

8.98

-7.80

208.8

8-0

.1020

8.98

-6.30

208.9

0-0

.0520

8.95

-3.95

208.9

40.1

120

8.83

-3.35

208.9

50.1

620

8.79

0.00

209.0

00.1

120

8.89

3.35

209.0

10.2

320

8.79

3.95

209.0

20.1

920

8.83

6.60

209.0

50.0

920

8.96

8.10

209.0

70.0

720

8.99

8.15

209.0

70.0

720

8.99

RL 207.5

CH 67.23

-6.7% 2.7% 5.0% -3.0% -3.0% 5.0% 1.5%

-8.64

208.8

30.0

020

8.83

-7.66

208.8

5-0

.0520

8.90

-7.61

208.8

5-0

.0520

8.90

-6.08

208.8

70.0

120

8.86

-3.95

208.9

00.1

520

8.75

-3.35

208.9

10.2

020

8.71

0.00

208.9

00.0

920

8.81

3.35

208.9

00.1

920

8.71

3.95

208.9

00.1

520

8.75

7.02

208.9

10.0

120

8.91

8.54

208.9

2-0

.0120

8.93

8.59

208.9

2-0

.0120

8.93

RL 207.5

CH 70.76

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-8.01

208.8

10.0

020

8.81

-7.85

208.8

1-0

.0120

8.82

-7.80

208.8

1-0

.0120

8.82

-6.30

208.8

30.0

420

8.79

-3.95

208.8

40.1

620

8.67

-3.35

208.8

30.2

020

8.63

0.00

208.8

00.0

720

8.73

3.35

208.7

90.1

620

8.63

3.95

208.7

80.1

120

8.67

6.60

208.7

8-0

.0320

8.80

8.10

208.7

7-0

.0620

8.83

8.15

208.7

7-0

.0620

8.84

RL 207.5

CH 77.41

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.99

208.6

90.0

020

8.69

-7.85

208.6

90.0

220

8.67

-7.80

208.6

90.0

220

8.67

-6.30

208.6

80.0

420

8.64

-3.95

208.6

60.1

420

8.52

-3.35

208.6

60.1

820

8.48

0.00

208.6

30.0

520

8.58

3.35

208.6

00.1

220

8.48

3.95

208.6

00.0

820

8.52

6.60

208.5

9-0

.0620

8.66

8.10

208.5

9-0

.1020

8.69

8.15

208.5

9-0

.1020

8.69

RL 207.5

CH 80.66

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-7.99

208.6

20.0

020

8.62

-7.85

208.6

20.0

220

8.60

-7.80

208.6

20.0

220

8.60

-6.30

208.6

00.0

420

8.57

-3.95

208.5

80.1

320

8.45

-3.35

208.5

70.1

720

8.40

0.00

208.5

40.0

420

8.50

3.35

208.5

10.1

120

8.40

3.95

208.5

10.0

620

8.45

6.60

208.5

0-0

.0820

8.58

8.10

208.5

0-0

.1120

8.61

8.15

208.5

0-0

.1120

8.61

RL 207.5

CH 90

2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-8.23

208.4

10.0

020

8.41

-7.85

208.4

10.0

620

8.35

-7.80

208.4

10.0

620

8.35

-6.30

208.4

00.0

920

8.32

-3.95

208.3

90.1

920

8.20

-3.35

208.3

80.2

320

8.16

0.00

208.3

40.0

920

8.26

3.35

208.3

20.1

620

8.16

3.95

208.3

20.1

220

8.20

6.60

208.3

1-0

.0220

8.33

8.10

208.3

0-0

.0620

8.36

8.15

208.3

0-0

.0620

8.36

RL 207.0

CH 94.07

1 IN 6 2.0% 5.0% -3.0% -3.0% 5.0% 2.0%

-8.39

208.3

20.0

020

8.32

-7.85

208.3

10.0

920

8.23

-7.80

208.3

10.0

920

8.23

-6.30

208.3

10.1

120

8.20

-3.95

208.2

90.2

220

8.08

-3.35

208.2

90.2

620

8.03

0.00

208.2

60.1

220

8.13

3.35

208.2

40.2

120

8.03

3.95

208.2

40.1

620

8.08

6.60

208.2

30.0

220

8.21

8.10

208.2

3-0

.0120

8.24

8.15

208.2

3-0

.0120

8.24

RL 207.0

CH 95.41

1 IN 6 2.0% 5.0% -3.0% -3.0%

-8.46

208.2

90.0

020

8.29

-7.85

208.2

80.1

020

8.18

-7.80

208.2

80.1

020

8.18

-6.30

208.2

70.1

220

8.15

-3.95

208.2

60.2

320

8.04

-3.35

208.2

60.2

720

7.99

0.00

208.2

30.1

420

8.09

3.35

208.2

20.2

320

7.99

RL 207.0

PLATERO BVD

LANADRIVE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSPLATERO BLVD CROSS SECTIONS (SHEET 2 OF 2)

2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 107.39

1 IN 9.8

1 IN -10 -3.0% -3.0%

-7.85

208.1

00.0

020

8.10

-3.95

208.0

70.3

720

7.70

-3.35

208.0

70.4

720

7.59

0.00

208.0

40.3

520

7.69

3.35

208.0

10.4

120

7.59

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 206.5

CH 115.6

1 IN 7.3

1 IN -10 -3.0% -3.0%

-7.25

207.9

2-0

.0020

7.92

-3.95

207.9

10.4

520

7.46

-3.35

207.9

10.5

520

7.36

0.00

207.8

90.4

320

7.46

3.35

207.8

30.4

720

7.36

RL 206.5

CH 120.81

1 IN 6

1 IN -10 -3.0% -3.0% 4.3% 3.9%

-6.27

207.7

50.0

020

7.75

-3.95

207.7

80.4

220

7.37

-3.35

207.7

90.5

320

7.26

0.00

207.8

10.4

520

7.36

3.35

207.7

90.5

320

7.26

3.95

207.7

80.4

820

7.31

7.22

207.7

60.3

120

7.45

9.04

207.7

50.2

320

7.52

9.09

207.7

50.2

320

7.52

RL 206.0

CH 126.19

1 IN 6-10.0% -3.0% -3.0% 5.0% 2.0%

-5.64

207.5

90.0

020

7.59

-3.95

207.6

00.3

020

7.30

-3.35

207.6

10.4

120

7.20

0.00

207.6

40.3

420

7.30

3.35

207.6

60.4

620

7.20

3.95

207.6

60.4

220

7.24

7.50

207.6

70.2

520

7.42

9.00

207.6

70.2

220

7.45

9.05

207.6

70.2

220

7.45

RL 206.0

CH 137.85

2.0%-10.0% -3.0% -3.0% 5.0% 2.0%

-4.95

207.2

6-0

.0020

7.26

-3.95

207.2

80.0

420

7.24

-3.35

207.3

00.1

620

7.14

0.00

207.3

30.0

920

7.24

3.35

207.3

10.1

720

7.14

3.95

207.3

00.1

220

7.18

7.50

207.2

7-0

.0920

7.36

9.00

207.2

6-0

.1320

7.39

9.05

207.2

6-0

.1320

7.39

RL 206.0

CH 140

-3.0%-10.0% -3.0% -3.0% 5.0% 2.0%

-4.95

207.2

0-0

.0020

7.20

-3.95

207.2

2-0

.0120

7.23

-3.35

207.2

40.1

120

7.13

0.00

207.2

60.0

420

7.23

3.35

207.2

40.1

120

7.13

3.95

207.2

30.0

620

7.17

7.50

207.2

1-0

.1420

7.35

9.00

207.2

0-0

.1820

7.38

9.05

207.2

0-0

.1920

7.38

RL 206.0

CH 150

-6.7% -10.0% -3.0% -3.0% 5.0% 2.0%

-7.63

206.9

40.0

020

6.94

-3.95

206.9

3-0

.2520

7.18

-3.35

206.9

4-0

.1320

7.08

0.00

207.0

9-0

.0920

7.18

3.35

207.0

2-0

.0520

7.08

3.95

207.0

1-0

.1120

7.12

7.50

206.9

6-0

.3420

7.30

9.00

206.9

7-0

.3620

7.33

9.05

206.9

7-0

.3620

7.33

RL 206.0

CH 153.85

-6.7% -10.0% -3.0% -3.0% 5.0% 2.0%

-9.04

206.8

20.0

020

6.82

-3.95

206.8

5-0

.3220

7.16

-3.35

206.8

5-0

.2120

7.06

0.00

206.8

7-0

.2920

7.16

3.35

206.8

8-0

.1820

7.06

3.95

206.8

9-0

.2220

7.10

7.50

206.9

0-0

.3820

7.28

9.00

206.9

1-0

.4120

7.31

9.05

206.9

1-0

.4120

7.31

RL 206.0

PLATERO BVD

LANADRIVE

LANADRIVE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSDAPPLE LANE LONG & CROSS SECTIONS


SCALE AS SHOWN

DAPPLE LN

LANA

DRIV

E

CH 12.02

2.0% 3.0% -3.0% -3.0% 3.0% 2.0%

-8.15

212.1

7-0

.0221

2.19

-8.10

212.1

7-0

.0221

2.19

-6.60

212.2

00.0

421

2.16

-3.95

212.2

50.1

621

2.08

-3.35

212.2

60.2

221

2.04

0.00

212.3

20.1

821

2.14

3.35

212.3

60.3

221

2.04

3.95

212.3

60.2

821

2.08

6.30

212.3

70.2

221

2.15

7.80

212.3

80.2

021

2.18

7.85

212.3

80.2

021

2.19

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 211.0

CH 20

2.0% 3.0% -3.0% -3.0% 3.0% 2.0%

-8.15

212.0

00.0

721

1.93

-8.10

212.0

00.0

721

1.93

-6.60

212.0

20.1

321

1.90

-3.95

212.0

40.2

221

1.82

-3.35

212.0

40.2

721

1.77

0.00

212.0

60.1

921

1.87

3.35

212.0

80.3

121

1.77

3.95

212.0

90.2

721

1.82

6.30

212.1

00.2

121

1.89

7.80

212.1

10.1

921

1.92

7.85

212.1

10.1

921

1.92

RL 210.5

CH 29.65

2.0% 3.0% -3.0% -3.0% 3.0% 2.0%

-8.15

211.7

20.0

921

1.64

-8.10

211.7

20.0

921

1.64

-6.60

211.7

40.1

321

1.61

-3.95

211.7

50.2

321

1.53

-3.35

211.7

60.2

821

1.48

0.00

211.7

90.2

021

1.58

3.35

211.8

20.3

321

1.48

3.95

211.8

20.2

921

1.53

6.30

211.8

40.2

521

1.60

7.80

211.8

50.2

321

1.63

7.85

211.8

50.2

321

1.63

RL 210.5

CH 40

2.0% 3.0% -3.0% -3.0% 3.0% 2.0%

-8.15

211.5

50.1

121

1.44

-8.10

211.5

50.1

121

1.44

-6.60

211.5

60.1

521

1.41

-3.95

211.5

80.2

421

1.33

-3.35

211.5

80.2

921

1.29

0.00

211.5

90.2

021

1.39

3.35

211.6

00.3

121

1.29

3.95

211.6

00.2

721

1.33

6.30

211.6

10.2

021

1.40

7.80

211.6

10.1

821

1.43

7.85

211.6

10.1

821

1.44

RL 210.0

CH 48.15

2.0% 3.0% -3.0% -3.0% 3.0% 2.0%

-8.15

211.4

10.0

221

1.39

-8.10

211.4

10.0

321

1.39

-6.60

211.4

20.0

621

1.36

-3.95

211.4

20.1

521

1.28

-3.35

211.4

20.1

921

1.23

0.00

211.4

30.1

021

1.33

3.35

211.4

40.2

121

1.23

3.95

211.4

40.1

721

1.28

6.30

211.4

50.1

021

1.35

7.80

211.4

50.0

821

1.38

7.85

211.4

50.0

721

1.38

RL 210.0

IP21

2.31

IP21

1.95

IP21

1.40

6m VC 15m VC 20m VC

-3% -3.45% -3.16% -0.5%DESIGN C.L.

HORIZ. GEOMETRY

0.00

212.5

621

2.52

4.00

212.4

821

2.40

7.00

212.4

321

2.31

10.00

212.3

621

2.21

12.02

212.3

221

2.08

212.0

821

2.15

212.1

621

2.14

17.50

212.1

521

1.90

211.9

021

1.97

211.9

821

1.96

20.00

212.0

621

1.82

211.8

221

1.89

211.9

021

1.87

25.00

211.9

121

1.66

211.6

621

1.73

211.7

421

1.71

29.65

211.7

921

1.53

211.5

321

1.60

211.6

121

1.58

30.00

211.7

821

1.52

211.5

221

1.59

211.6

021

1.57

35.00

211.6

821

1.41

211.4

121

1.48

211.4

921

1.46

40.00

211.5

921

1.33

211.3

321

1.40

211.4

121

1.39

45.00

211.4

921

1.29

211.2

921

1.36

211.3

721

1.35

48.15

211.4

321

1.33

CHAINAGE

EXISTING SURFACE





DESIGN C.L.

DATUM RL 209.0

DAPPLE LNSCALE H 1 : 500 V 1 : 50 SCALE H 1 : 200 V 1 : 100

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSNESTOR PLACE LONG SECTIONS

5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NESTOR PL

LANE

DRI

VE

IP21

0.46

IP21

0.43

IP20

9.92

IP20

8.91

SAG

CH61

.98RL

208.9

1

5m VC

-3.73%-1.77% -6.67% -2% 2%DESIGN C.L.

R=-30m HCHORIZ. GEOMETRY

0.00

210.4

621

0.55

2.27

210.3

921

0.46

3.96

210.3

421

0.43

5.34

210.3

021

0.37

210.3

4

9.16

210.1

821

0.21

210.2

121

0.09

10.00

210.1

621

0.16

210.1

621

0.03

11.66

210.1

121

0.07

210.0

720

9.95

11.80

210.1

021

0.07

210.0

720

9.94

14.16

210.0

321

0.00

210.0

020

9.87

20.00

209.8

820

9.88

209.8

820

9.75

20.55

209.8

720

9.87

209.8

720

9.74

27.83

209.7

220

9.72

209.7

220

9.60

30.00

209.6

820

9.68

209.6

820

9.55

35.10

209.6

020

9.58

209.5

820

9.45

37.66

209.5

620

9.53

209.5

320

9.40

39.05

209.5

320

9.50

209.5

020

9.37

40.00

209.5

120

9.48

209.4

820

9.35

40.89

209.4

820

9.46

209.4

620

9.34

40.98

209.4

820

9.46

209.4

620

9.33

44.28

209.4

020

9.39

209.3

920

9.27

49.73

209.2

220

9.28

209.2

820

9.16

50.00

209.2

220

9.28

209.2

820

9.15

53.03

209.1

920

9.22

209.2

220

9.09

53.23

209.1

920

9.21

209.2

120

9.09

56.98

209.1

520

9.14

209.1

420

9.01

59.28

209.1

320

9.09

209.0

920

8.97

60.00

209.1

220

9.08

209.0

820

8.95

61.98

209.1

020

9.04

209.0

420

8.91

64.98

209.0

720

8.97

CHAINAGE

EXISTING SURFACE

DESIGN RIGHT EDGE OF "V"

DESIGN LEFT EDGE OF "V"

DESIGN C.L.

DATUM RL 206.0

NESTOR PL

6.34

210.2

721

0.35

210.2

821

0.36

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSNESTOR PLACE CROSS SECTIONS

2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 5.34

3.6% 4.0% 1.3% 2.1% 4.4%

-7.00

210.1

7-0

.3721

0.54

-3.13

210.2

4-0

.1621

0.40

-2.50

210.2

5-0

.1221

0.37

0.00

210.3

0-0

.0421

0.34

2.50

210.3

4-0

.0521

0.39

2.70

210.3

5-0

.0521

0.39

7.00

210.4

3-0

.1621

0.58

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 209.5

CH 11.8

4.0%5.0% 5.0%

0.7%

-7.00

209.9

9-0

.2621

0.25

-2.50

210.0

5-0

.0121

0.07

0.00

210.1

00.1

620

9.94

2.50

210.1

50.0

821

0.07

2.70

210.1

5-0

.0721

0.22

7.00

210.2

3-0

.0221

0.25

RL 209.0

CH 20.55

0.7%5.0% 5.0%

0.7%

-7.00

209.7

9-0

.2521

0.05

-2.70

209.8

4-0

.1821

0.02

-2.50

209.8

4-0

.0320

9.87

0.00

209.8

70.1

320

9.74

2.50

209.9

00.0

320

9.87

2.70

209.9

0-0

.1221

0.02

7.00

209.9

6-0

.0821

0.05

RL 208.5

CH 27.83

0.7%5.0% 5.0%

0.7%

-7.00

209.6

3-0

.2720

9.90

-2.70

209.6

8-0

.1920

9.87

-2.50

209.6

9-0

.0420

9.72

0.00

209.7

20.1

220

9.60

2.50

209.7

50.0

320

9.72

2.70

209.7

5-0

.1220

9.87

7.00

209.8

0-0

.1020

9.90

RL 208.5

CH 35.1

0.7%5.0% 5.0%

0.7%

-7.00

209.4

9-0

.2620

9.76

-2.70

209.5

6-0

.1620

9.73

-2.50

209.5

7-0

.0120

9.58

0.00

209.6

00.1

520

9.45

2.50

209.6

30.0

520

9.58

2.70

209.6

3-0

.1020

9.73

7.00

209.6

9-0

.0720

9.76

RL 208.5

CH 37.66

2.4% 4.0% 5.0% 5.0%0.7%

-7.00

209.4

5-0

.2620

9.71

-3.49

209.4

9-0

.1420

9.63

-3.29

209.4

9-0

.0720

9.56

-2.50

209.5

1-0

.0220

9.53

0.00

209.5

60.1

620

9.40

2.50

209.5

90.0

620

9.53

2.70

209.5

9-0

.0920

9.68

7.00

209.6

5-0

.0620

9.70

RL 208.5

CH 40.98

4.0%5.0% 5.0% 4.0% 3.4%

-7.00

209.4

0-0

.2420

9.64

-2.50

209.4

3-0

.0320

9.46

0.00

209.4

80.1

520

9.33

2.50

209.5

30.0

720

9.46

4.36

209.5

50.0

220

9.53

4.56

209.5

5-0

.0120

9.56

7.00

209.5

8-0

.0620

9.64

RL 208.5

CH 44.28

4.0%5.0% 5.0%

4.0%

-7.00

209.3

4-0

.2320

9.57

-2.50

209.3

6-0

.0420

9.39

0.00

209.4

00.1

320

9.27

2.50

209.4

50.0

620

9.39

7.00

209.5

3-0

.0420

9.57

RL 208.5

CH 49.73

3.1% 4.0% 5.0% 5.0%0.7%

-7.00

209.2

3-0

.2420

9.47

-4.15

209.2

2-0

.1620

9.38

-3.95

209.2

2-0

.1320

9.34

-2.50

209.2

1-0

.0720

9.28

0.00

209.2

20.0

620

9.16

2.50

209.2

5-0

.0320

9.28

2.70

209.2

6-0

.1720

9.43

7.00

209.4

2-0

.0520

9.46

RL 208.0

CH 53.03

0.7%5.0% 5.0%

0.7%

-7.00

209.1

5-0

.2520

9.40

-2.70

209.1

7-0

.2020

9.37

-2.50

209.1

7-0

.0520

9.22

0.00

209.1

90.1

020

9.09

2.50

209.2

20.0

020

9.22

2.70

209.2

3-0

.1420

9.37

7.00

209.3

4-0

.0520

9.40

RL 208.0

CH 53.23

0.7%5.0% 5.0%

0.7%

-7.00

209.1

5-0

.2520

9.39

-2.70

209.1

6-0

.2020

9.36

-2.50

209.1

7-0

.0520

9.21

0.00

209.1

90.1

020

9.09

2.50

209.2

20.0

120

9.21

2.70

209.2

2-0

.1420

9.36

7.00

209.3

4-0

.0520

9.39

RL 208.0

CH 56.98

0.7%5.0% 5.0% 4.0% 3.4%

-7.00

209.0

9-0

.2320

9.32

-2.70

209.1

3-0

.1620

9.29

-2.50

209.1

3-0

.0120

9.14

0.00

209.1

50.1

420

9.01

2.50

209.1

80.0

420

9.14

4.51

209.2

40.0

220

9.22

4.71

209.2

4-0

.0020

9.24

7.00

209.3

1-0

.0220

9.32

RL 208.0

CH 59.28

0.7% 5.0% 5.0%4.0%

-7.00

209.0

7-0

.0620

9.12

-2.50

209.1

10.0

120

9.09

0.00

209.1

30.1

620

8.97

2.50

209.1

60.0

720

9.09

7.00

209.2

90.0

220

9.27

RL 208.0

CH 61.98

-1.6% 5.0% 5.0% 4.0% 4.1%

-7.39

209.0

40.0

820

8.96

-2.50

209.0

80.0

420

9.04

0.00

209.1

00.1

920

8.91

2.50

209.1

30.0

920

9.04

4.00

209.1

70.0

720

9.10

7.00

209.2

70.0

520

9.22

RL 208.0

CH 64.98

-2.1% 0.0% 4.4%

-4.23

209.0

60.1

720

8.89

-0.29

209.0

70.0

920

8.97

0.00

209.0

70.1

020

8.97

2.50

209.1

00.1

320

8.97

7.00

209.2

40.0

720

9.17

RL 208.0

NESTOR PL

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSHARVEYS LN STH FP/DW/CP LONG & CROSS SECTION


SCALE AS SHOWN

HARVEYS LN SOUTH FOOTPATHS, DRIVEWAYS & CARPARKS

IP20

9.07

IP20

9.20

IP20

9.53

IP20

9.77

IP20

9.77

IP20

9.70

2m VC 2m VC

0.9%4.66% 1.95% 2.28% 0% -1.55% -7.51%DESIGN C.L.

R=-16.5m HCR=15m HCHORIZ. GEOMETRY

0.00

209.0

620

9.09

208.9

920

9.06

1.00

209.0

320

9.11

209.0

120

9.08

2.00

209.0

120

9.15

209.0

320

9.12

2.66

208.9

920

9.18

209.0

520

9.15

3.11

208.9

820

9.20

209.0

620

9.17

3.66

208.9

620

9.22

209.0

720

9.19

4.66

208.9

820

9.24

209.0

920

9.21

5.89

209.0

020

9.27

209.1

120

9.24

10.00

209.1

320

9.35

209.2

020

9.32

13.48

209.2

320

9.42

209.2

720

9.19

209.3

9

17.08

209.3

420

9.49

209.3

420

9.27

209.4

6

20.00

209.4

320

9.54

209.4

120

9.33

209.5

120

.6820

9.45

209.5

620

9.43

209.3

520

9.53

30.00

209.6

920

9.77

209.6

620

9.74

30.20

209.6

920

9.77

209.7

431

.3320

9.73

209.7

731

.9520

9.74

209.7

7

36.31

209.7

820

9.70

37.51

209.7

920

9.61

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF PATH

DESIGN BACK OF KERB

EXISTING INVERT OF KERB

DESIGN FRONT OF PATH

DATUM RL 206.0

HARVEYS LN SOUTH FOOTPATHS, DRIVEWAYS & CARPARKSCH 0

-6.7% 2.0% -2.9%

-3.14

208.9

90.0

020

8.99

-1.55

209.0

6-0

.0320

9.09

-1.50

209.0

7-0

.0220

9.09

0.00

209.0

6-0

.0020

9.06

2.62

208.9

90.0

020

8.99

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 208.0

CH 3.11

-6.7% 2.0% -3.4%

-4.59

209.0

00.0

020

9.00

-1.55

208.9

7-0

.2320

9.20

-1.50

208.9

7-0

.2320

9.20

0.00

208.9

8-0

.1820

9.17

3.10

209.0

60.0

020

9.06

RL 208.0

CH 5.89

-6.7% 2.0% -3.8%

-5.61

209.0

00.0

020

9.00

-1.55

208.9

9-0

.2820

9.27

-1.50

208.9

9-0

.2820

9.27

0.00

209.0

2-0

.2220

9.24

3.40

209.1

10.0

020

9.11

RL 208.0

CH 10

-6.7% 2.0% -3.4%

-5.44

209.0

90.0

020

9.09

-1.55

209.1

2-0

.2320

9.35

-1.50

209.1

2-0

.2320

9.35

0.00

209.1

3-0

.1920

9.32

3.59

209.2

00.0

020

9.20

RL 208.5

CH 13.48

-6.7% 2.0% -3.9% -7.5%

-4.81

209.2

00.0

020

9.20

-1.55

209.2

2-0

.2020

9.42

-1.50

209.2

2-0

.1920

9.42

0.00

209.2

4-0

.1520

9.39

3.01

209.2

6-0

.0020

9.27

4.06

209.1

90.0

020

9.19

RL 208.0

CH 17.08

-6.7% 2.0% -3.6% -7.3%

-4.19

209.3

10.0

020

9.31

-1.55

209.3

3-0

.1620

9.49

-1.50

209.3

3-0

.1620

9.49

0.00

209.3

3-0

.1220

9.46

3.15

209.3

40.0

020

9.34

4.23

209.2

70.0

020

9.27

RL 208.0

CH 20.68

-6.7% 2.0% -3.0% -7.6%

-3.70

209.4

10.0

020

9.41

-1.55

209.4

4-0

.1220

9.56

-1.50

209.4

4-0

.1220

9.56

0.00

209.4

4-0

.0920

9.53

3.29

209.4

30.0

020

9.43

4.34

209.3

50.0

020

9.35

RL 208.5

CH 30.2

-6.7% 2.0% -2.1%

-3.93

209.6

20.0

020

9.62

-1.55

209.6

5-0

.1220

9.78

-1.50

209.6

5-0

.1220

9.77

0.00

209.6

5-0

.0920

9.74

4.05

209.6

60.0

020

9.66

RL 209.0

SCALE H 1 : 500 V 1 : 50 SCALE H 1 : 200 V 1 : 100

PLAT

ERO

BOUL

EVAR

D

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSHARVEYS LN CNTRL LONG SECTIONS (SHEET 1 OF 2)

5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

IP20

9.80

IP21

0.25

IP21

0.25

IP21

0.57

IP21

0.91

IP21

2.02

10m VC

10.08% 9.59% 0% 2.03% 0.67% 1.15% 1.16% 1.37%DESIGN C.L.

HORIZ. GEOMETRY

0.00

210.0

720

9.68

1.20

210.1

020

9.77

209.8

0

5.88

210.2

421

0.25

6.50

210.2

621

0.28

210.2

57.3

121

0.27

210.3

021

0.27

10.00

210.3

221

0.35

210.2

021

0.32

16.97

210.4

321

0.49

210.3

221

0.46

17.92

210.4

521

0.51

210.3

421

0.48

20.00

210.4

921

0.55

210.3

721

0.29

210.5

221

.5221

0.51

210.5

721

0.40

210.3

221

0.54

21.97

210.5

221

0.58

210.4

021

0.32

210.5

5

25.12

210.5

621

0.61

210.4

521

0.37

210.5

8

26.97

210.5

721

0.63

210.4

821

0.60

30.00

210.6

221

0.65

210.5

221

0.62

40.00

210.7

121

0.72

210.6

421

0.69

40.40

210.7

121

0.72

210.6

521

0.69

43.52

210.7

121

0.74

210.8

121

0.71

49.52

210.7

121

0.78

210.8

721

0.75

210.7

121

0.67

210.7

550

.0021

0.72

210.7

821

0.88

210.7

521

0.71

210.6

721

0.75

55.52

210.7

121

0.82

210.9

421

0.79

60.00

210.7

221

0.85

210.8

621

0.82

65.92

210.7

221

0.89

210.9

321

0.86

69.52

210.8

021

0.91

210.9

721

0.89

210.8

870

.0021

0.82

210.9

221

0.97

210.8

921

0.89

73.12

210.8

421

0.94

211.0

121

0.93

210.9

1

80.00

210.8

521

1.02

211.0

921

0.99

85.52

210.8

721

1.08

211.2

721

1.05

90.00

210.9

421

1.13

211.3

221

1.20

211.1

621

1.12

211.1

091

.5221

1.01

211.1

521

1.34

211.2

121

1.17

211.1

321

1.12

97.52

211.0

721

1.22

211.4

021

1.19

100.0

021

1.09

211.2

521

1.36

211.2

2

110.0

021

1.19

211.3

621

1.42

211.3

421

1.33

113.5

221

1.22

211.4

021

1.46

211.3

821

1.37

117.1

221

1.25

211.4

421

1.50

211.4

221

1.41

120.0

021

1.31

211.4

821

1.53

211.4

5

127.5

221

1.33

211.5

621

1.74

211.5

3

130.0

021

1.37

211.5

921

1.76

211.6

421

1.60

211.5

621

1.56

133.5

221

1.39

211.6

321

1.80

211.6

821

1.64

211.6

021

1.60

139.5

221

1.43

211.7

021

1.87

211.7

421

1.70

211.6

621

1.67

140.0

021

1.43

211.7

121

1.87

211.6

8

150.0

021

1.56

211.8

221

1.86

211.7

9

151.9

221

1.59

211.8

421

1.88

211.8

1

155.5

221

1.64

211.8

921

1.92

211.8

421

1.86

160.0

021

1.71

211.9

421

1.98

211.9

1

169.5

221

1.87

212.0

521

2.22

212.0

217

0.00

211.8

721

2.06

212.2

321

2.10

212.0

621

2.02

212.0

3

175.0

021

1.95

212.1

221

2.29

212.1

721

2.13

212.0

921

2.09

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF PATH

EXIST\DESIGN BACK OF SM KERB

EXISTING LIP OF SM1 KERB

DESIGN BACK OF SPOON KERB



DATUM RL 207.0

HARVEYS LN CENTRAL FOOTPATHS, DRIVEWAYS & CARPARKS

PLAT

ERO

BOUL

EVAR

D

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSHARVEYS LN CNTRL LONG SECTIONS (SHEET 2 OF 2)

5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

IP21

2.02

IP21

2.18

IP21

2.40

IP21

2.51

IP21

2.93

IP21

3.04

IP21

2.88

IP21

2.68

IP21

2.68

IP21

2.61

CRES

T CH

240.9

7RL

213.0

3

2m VC 5m VC

1.16% 1.37% 1.72% 1.59% 1.78% 0.67% -0.67% -0.79% 0% -1.63% -10.94%DESIGN C.L.

HORIZ. GEOMETRY

160.0

021

1.71

211.9

421

1.98

211.9

1

169.5

221

1.87

212.0

521

2.22

212.0

217

0.00

211.8

721

2.06

212.2

321

2.10

212.0

621

2.02

212.0

3

175.5

221

1.96

212.1

321

2.30

212.1

821

2.14

212.1

021

2.10

180.0

021

2.03

212.1

921

2.36

212.2

421

2.20

212.1

621

2.16

181.5

221

2.05

212.2

121

2.38

212.2

621

2.22

212.1

821

2.18

190.0

021

2.19

212.3

621

2.38

212.3

3

193.9

221

2.31

212.4

321

2.44

212.4

0

197.5

221

2.43

212.4

821

2.50

212.4

221

2.45

200.0

021

2.51

212.5

221

2.54

212.4

621

2.49

201.1

221

2.54

212.5

421

2.56

212.4

821

2.51

210.0

021

2.28

212.7

021

2.82

212.6

721

1.52

212.3

121

2.73

212.8

621

2.70

217.5

221

2.57

212.8

321

2.96

212.8

321

2.79

212.7

521

2.80

220.0

021

2.89

212.8

821

3.00

212.8

721

2.83

212.7

921

2.85

223.5

221

2.90

212.9

421

3.04

212.9

221

2.88

212.8

421

2.91

224.5

221

2.92

212.9

521

3.04

212.9

322

5.52

212.9

321

2.96

213.0

321

2.93

230.0

021

2.97

212.9

921

2.99

212.9

6

233.9

221

2.97

213.0

221

3.01

212.9

9

237.5

221

3.00

213.0

421

3.03

212.9

521

3.01

238.4

721

3.01

213.0

521

3.04

212.9

621

3.02

240.0

021

3.04

213.0

621

3.05

212.9

721

3.03

240.9

721

3.05

213.0

621

3.05

212.9

721

3.03

241.1

221

3.05

213.0

621

3.05

212.9

721

3.03

243.4

721

3.02

213.0

521

3.05

213.0

2

250.0

021

2.88

213.0

121

3.11

212.9

8

252.5

221

2.81

212.9

921

3.17

213.0

521

3.01

212.9

721

2.96

258.5

221

2.62

212.9

521

3.15

213.0

221

2.98

212.9

421

2.92

260.0

021

2.61

212.9

421

3.14

213.0

221

2.98

212.9

421

2.91

264.5

221

2.58

212.9

121

3.12

212.8

8

270.0

021

2.55

212.8

721

2.97

212.8

4

275.0

021

2.61

212.8

321

2.95

212.8

0

280.0

021

2.53

212.7

921

2.93

212.7

6

288.3

021

2.48

212.7

221

2.90

212.6

928

9.54

212.4

821

2.89

212.6

829

0.00

212.4

821

2.88

212.6

829

0.16

212.4

821

2.88

212.6

8

294.5

121

2.47

212.6

129

5.71

212.4

721

2.48

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF PATH

EXIST\DESIGN BACK OF SM KERB

EXISTING LIP OF SM1 KERB

DESIGN BACK OF SPOON KERB



DATUM RL 209.0

HARVEYS LN CENTRAL FOOTPATHS, DRIVEWAYS & CARPARKS

LANA

DRIV

E

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSHARVEYS LN CENTRAL FP/DW/CP CROSS SECTIONS

2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

HARVEYS LN CENTRAL FOOTPATHS, DRIVEWAYS & CARPARKSCH 7.31

-6.7% 2.0% -2.9%

-1.55

210.2

3-0

.0721

0.30

-1.50

210.2

3-0

.0721

0.30

0.00

210.2

1-0

.0621

0.27

4.08

210.1

50.0

021

0.15

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 209.0

CH 17.92

-6.7% 2.0% -4.3% -7.6%

-1.55

210.4

1-0

.1021

0.51

-1.50

210.4

1-0

.1021

0.51

0.00

210.3

9-0

.0921

0.48

3.34

210.3

50.0

121

0.34

4.39

210.2

60.0

021

0.26

RL 209.0

CH 21.52

-6.7% 2.0% -4.4% -7.5%

-1.55

210.4

9-0

.0821

0.57

-1.50

210.4

9-0

.0821

0.57

0.00

210.4

6-0

.0821

0.54

3.33

210.4

10.0

121

0.40

4.39

210.3

20.0

021

0.32

RL 209.0

CH 25.12

-6.7% 2.0% -4.0% -7.6%

-1.55

210.5

5-0

.0721

0.61

-1.50

210.5

4-0

.0721

0.61

0.00

210.5

2-0

.0621

0.58

3.33

210.4

60.0

121

0.45

4.38

210.3

70.0

021

0.37

RL 209.5

CH 30

-6.7% 2.0% -2.4%-2

.2321

0.60

0.00

210.6

0

-1.55

210.6

2-0

.0321

0.65

-1.50

210.6

2-0

.0321

0.65

0.00

210.5

9-0

.0221

0.62

4.05

210.5

20.0

021

0.52

RL 209.5

CH 40.4

-6.7% 2.0% -1.2%

-2.00

210.6

90.0

021

0.69

-1.55

210.6

9-0

.0221

0.72

-1.50

210.6

9-0

.0221

0.72

0.00

210.6

8-0

.0121

0.69

0.33

210.6

8-0

.0121

0.69

0.66

210.6

7-0

.0121

0.69

3.98

210.6

50.0

021

0.65

RL 209.5

CH 43.52

-6.7% 2.0% -0.7%

-2.43

210.6

80.0

021

0.68

-1.55

210.6

9-0

.0521

0.74

-1.50

210.6

9-0

.0521

0.74

0.00

210.6

9-0

.0121

0.71

0.11

210.6

90.0

121

0.68

0.23

210.6

9-0

.0121

0.71

3.96

210.6

80.0

021

0.68

RL 209.5

CH 49.52

-6.7% 2.0% -0.0%

-1.55

210.7

1-0

.0721

0.78

-1.50

210.7

1-0

.0721

0.78

0.00

210.7

2-0

.0321

0.75

0.11

210.7

2-0

.0021

0.72

0.23

210.7

2-0

.0321

0.75

3.92

210.7

50.0

021

0.75

RL 209.5

CH 55.52

-6.7% 2.0% 0.7%

-1.55

210.7

0-0

.1221

0.82

-1.50

210.7

0-0

.1121

0.82

0.00

210.7

3-0

.0621

0.79

0.11

210.7

4-0

.0321

0.76

0.23

210.7

4-0

.0521

0.79

3.89

210.8

10.0

021

0.81

RL 209.5

CH 65.92

-6.7% 2.0% 2.5% -7.6%

-1.55

210.7

5-0

.1421

0.89

-1.50

210.7

5-0

.1421

0.89

0.00

210.8

0-0

.0621

0.86

0.11

210.8

0-0

.0321

0.83

0.23

210.8

1-0

.0521

0.86

3.07

210.9

0-0

.0321

0.93

4.12

210.8

50.0

021

0.85

RL 210.0

CH 69.52

-6.7% 2.0% 3.1% -7.6%

-1.55

210.7

6-0

.1521

0.91

-1.50

210.7

6-0

.1521

0.91

0.00

210.8

2-0

.0621

0.88

0.11

210.8

3-0

.0321

0.86

0.23

210.8

3-0

.0521

0.88

3.05

210.9

4-0

.0321

0.97

4.10

210.8

90.0

021

0.89

RL 210.0

CH 73.12

-6.7% 2.0% 3.7% -7.6%

-1.55

210.7

7-0

.1721

0.94

-1.50

210.7

7-0

.1721

0.94

0.00

210.8

4-0

.0621

0.91

0.11

210.8

5-0

.0321

0.88

0.23

210.8

5-0

.0521

0.91

3.03

210.9

8-0

.0321

1.01

4.08

210.9

30.0

021

0.93

RL 210.0

CH 85.52

-6.7% 2.0% 2.8%-1

.5521

0.80

-0.28

211.0

8-1

.5021

0.80

-0.28

211.0

8

0.00

210.9

0-0

.1521

1.05

0.11

210.9

1-0

.1121

1.02

0.23

210.9

2-0

.1321

1.05

3.70

211.1

50.0

021

1.15

RL 210.0

CH 91.52

-6.7% 2.0% 2.8%

-1.55

210.9

4-0

.2021

1.15

-1.50

210.9

5-0

.2021

1.15

0.00

211.0

2-0

.0921

1.12

0.11

211.0

3-0

.0621

1.09

0.23

211.0

4-0

.0821

1.12

3.66

211.2

10.0

021

1.21

RL 210.0

CH 97.52

-6.7% 2.0% 2.7%

-1.55

211.0

1-0

.2121

1.22

-1.50

211.0

1-0

.2121

1.22

0.00

211.0

9-0

.1021

1.19

0.11

211.0

9-0

.0721

1.16

0.23

211.1

0-0

.0921

1.19

3.63

211.2

80.0

021

1.28

RL 210.0

CH 113.52

-6.7% 2.0% 3.3% -7.6%

-1.55

211.1

6-0

.2521

1.40

-1.50

211.1

6-0

.2421

1.40

0.00

211.2

5-0

.1221

1.37

0.11

211.2

5-0

.0921

1.35

0.23

211.2

6-0

.1121

1.37

2.80

211.4

1-0

.0421

1.46

3.85

211.3

80.0

021

1.38

RL 210.5

CH 117.12

-6.7% 2.0% 3.2% -7.6%-1

.5521

1.19

-0.26

211.4

4-1

.5021

1.19

-0.25

211.4

4

0.00

211.2

8-0

.1321

1.41

0.11

211.2

9-0

.1021

1.39

0.23

211.2

9-0

.1221

1.41

2.80

211.4

5-0

.0521

1.50

3.85

211.4

20.0

021

1.42

RL 210.5

CH 127.52

-6.7% 2.0% 2.4%

-1.55

211.2

5-0

.3121

1.56

-1.50

211.2

6-0

.3121

1.56

0.00

211.3

6-0

.1721

1.53

0.11

211.3

7-0

.1421

1.51

0.23

211.3

8-0

.1521

1.53

3.54

211.6

10.0

021

1.61

RL 210.5

CH 133.52

-6.7% 2.0% 2.3%

-1.55

211.3

4-0

.2921

1.63

-1.50

211.3

4-0

.2921

1.63

0.00

211.4

5-0

.1621

1.60

0.11

211.4

5-0

.1221

1.58

0.23

211.4

6-0

.1421

1.60

3.54

211.6

80.0

021

1.68

RL 210.5

CH 139.52

-6.7% 2.0% 2.2%

-1.55

211.3

6-0

.3421

1.70

-1.50

211.3

7-0

.3321

1.70

0.00

211.4

8-0

.1921

1.67

0.11

211.4

9-0

.1621

1.65

0.23

211.5

0-0

.1721

1.67

3.54

211.7

40.0

021

1.74

RL 210.5

CH 151.92

-6.7% 2.0% 2.6% -7.6%

-1.55

211.5

1-0

.3421

1.85

-1.50

211.5

1-0

.3321

1.84

0.00

211.6

2-0

.1921

1.81

0.11

211.6

3-0

.1621

1.79

0.23

211.6

4-0

.1721

1.81

2.78

211.8

3-0

.0521

1.88

3.83

211.8

00.0

021

1.80

RL 210.5

CH 155.52

-6.7% 2.0% 2.6% -7.6%

-1.55

211.5

7-0

.3121

1.89

-1.50

211.5

8-0

.3121

1.89

0.00

211.6

8-0

.1821

1.86

0.11

211.6

9-0

.1421

1.83

0.23

211.7

0-0

.1621

1.86

2.78

211.8

7-0

.0521

1.92

3.83

211.8

40.0

021

1.84

RL 211.0

CH 160

-6.7% 2.0% 2.0%

-1.55

211.6

5-0

.2921

1.94

-1.50

211.6

5-0

.2921

1.94

0.00

211.7

5-0

.1621

1.91

0.11

211.7

6-0

.1321

1.88

0.23

211.7

6-0

.1421

1.91

3.53

211.9

80.0

021

1.98

RL 211.0

CH 169.52

2.0% 2.3%

-1.55

211.8

1-0

.2421

2.05

-1.50

211.8

1-0

.2421

2.05

0.00

211.8

9-0

.1321

2.02

0.11

211.9

0-0

.0921

1.99

0.23

211.9

1-0

.1121

2.02

3.53

212.1

00.0

021

2.10

RL 211.0

CH 175.52

2.0% 2.2%

-1.55

211.9

1-0

.2221

2.13

-1.50

211.9

2-0

.2121

2.13

0.00

211.9

9-0

.1121

2.10

0.11

212.0

0-0

.0821

2.08

0.23

212.0

1-0

.0921

2.10

3.53

212.1

80.0

021

2.18

RL 211.0

CH 181.52

2.0% 2.3%

-1.55

212.0

2-0

.1921

2.21

-1.50

212.0

2-0

.1921

2.21

0.00

212.0

9-0

.0921

2.18

0.11

212.1

0-0

.0621

2.16

0.23

212.1

0-0

.0821

2.18

3.53

212.2

60.0

021

2.26

RL 211.0

CH 193.92

2.0% 1.9% -7.6%

-1.55

212.2

7-0

.1621

2.43

-1.50

212.2

7-0

.1621

2.43

0.00

212.3

1-0

.0821

2.40

0.11

212.3

2-0

.0521

2.37

0.23

212.3

2-0

.0821

2.40

2.77

212.4

1-0

.0321

2.44

3.82

212.3

60.0

021

2.36

RL 211.5

CH 197.52

2.0% 1.9% -7.6%

-1.55

212.3

9-0

.1021

2.48

-1.50

212.3

9-0

.1021

2.48

0.00

212.4

2-0

.0421

2.45

0.11

212.4

2-0

.0121

2.43

0.23

212.4

2-0

.0321

2.45

2.77

212.4

8-0

.0221

2.50

3.82

212.4

20.0

021

2.42

RL 211.5

CH 201.12

2.0% 1.9% -7.6%

-1.55

212.5

1-0

.0421

2.54

-1.50

212.5

1-0

.0321

2.54

0.00

212.5

30.0

221

2.51

0.11

212.5

30.0

421

2.49

0.23

212.5

30.0

221

2.51

2.77

212.5

5-0

.0021

2.56

3.82

212.4

80.0

021

2.48

RL 211.5

CH 211.52

2.0% 1.1%

-1.55

212.1

9-0

.5421

2.73

-1.50

212.1

9-0

.5421

2.73

0.00

212.3

4-0

.3521

2.70

0.11

212.3

5-0

.3221

2.67

0.23

212.3

7-0

.3321

2.70

3.52

212.7

30.0

021

2.73

RL 211.5

CH 217.52

2.0% 0.9%

-1.55

212.5

3-0

.3121

2.83

-1.50

212.5

3-0

.3021

2.83

0.00

212.6

0-0

.2021

2.80

0.11

212.6

1-0

.1721

2.78

0.23

212.6

2-0

.1921

2.80

3.52

212.8

30.0

021

2.83

RL 211.5

CH 223.52

2.0% 0.2%

-1.55

212.8

8-0

.0721

2.94

-1.50

212.8

8-0

.0621

2.94

0.00

212.8

9-0

.0221

2.91

0.11

212.8

90.0

021

2.88

0.23

212.8

9-0

.0221

2.91

3.51

212.9

20.0

021

2.92

RL 212.0

CH 233.92

2.0% 1.0% -7.6%

-1.55

213.0

1-0

.0121

3.02

-1.50

213.0

1-0

.0121

3.02

0.00

213.0

10.0

221

2.99

0.11

213.0

10.0

421

2.97

0.23

213.0

10.0

221

2.99

2.76

213.0

1-0

.0021

3.01

3.81

212.9

30.0

021

2.93

RL 212.0

CH 237.52

2.0% 0.8% -7.6%

-1.55

213.0

80.0

321

3.05

-1.50

213.0

80.0

321

3.04

0.00

213.0

60.0

521

3.01

0.11

213.0

60.0

721

2.99

0.23

213.0

60.0

521

3.01

2.76

213.0

40.0

121

3.03

3.81

212.9

50.0

021

2.95

RL 212.0

CH 241.12

2.0% 0.8% -7.6%

-1.55

213.0

70.0

121

3.06

-1.50

213.0

60.0

121

3.06

0.00

213.0

50.0

221

3.03

0.11

213.0

50.0

521

3.00

0.23

213.0

50.0

221

3.03

2.76

213.0

5-0

.0021

3.05

3.81

212.9

70.0

021

2.97

RL 212.0

CH 252.52

2.0% 2.6%

-1.55

212.7

7-0

.2221

2.99

-1.50

212.7

8-0

.2121

2.99

0.00

212.8

6-0

.1021

2.96

0.11

212.8

7-0

.0721

2.94

0.23

212.8

7-0

.0921

2.96

3.58

213.0

50.0

021

3.05

RL 212.0

CH 258.52

2.0% 3.0%

-1.55

212.5

8-0

.3721

2.95

-1.50

212.5

9-0

.3721

2.95

0.00

212.7

1-0

.2121

2.92

0.11

212.7

2-0

.1721

2.90

0.23

212.7

3-0

.1921

2.92

3.66

213.0

20.0

021

3.02

RL 212.0

CH 264.52

-6.7% 2.0% 3.3%

-1.55

212.5

7-0

.3521

2.91

-1.50

212.5

7-0

.3421

2.91

0.00

212.6

9-0

.1921

2.88

0.11

212.7

0-0

.1521

2.86

0.23

212.7

1-0

.1721

2.88

3.73

213.0

00.0

021

3.00

RL 212.0

CH 275

-6.7% 2.0% 4.2%

-1.55

212.5

2-0

.3121

2.83

-1.50

212.5

2-0

.3121

2.83

0.00

212.6

4-0

.1621

2.80

0.11

212.6

5-0

.1221

2.77

0.23

212.6

6-0

.1421

2.80

3.87

212.9

50.0

021

2.95

RL 211.5

CH 288.3

2.0% 5.3%

-1.55

212.4

4-0

.2821

2.72

-1.50

212.4

4-0

.2821

2.72

0.00

212.5

6-0

.1321

2.69

0.11

212.5

7-0

.0921

2.67

0.23

212.5

8-0

.1121

2.69

4.05

212.9

00.0

021

2.90

RL 211.5

1.66

210.6

9-0

.0121

0.70

1.62

210.7

3-0

.0221

0.75

1.59

210.7

6-0

.0321

0.80

1.40

211.0

0-0

.0921

1.08

1.16

211.0

9-0

.0521

1.14

1.33

211.1

6-0

.0621

1.22

1.24

211.4

5-0

.1121

1.56

1.24

211.5

3-0

.1021

1.62

1.24

211.5

7-0

.1221

1.69

1.23

211.9

6-0

.0821

2.04

1.23

212.0

6-0

.0621

2.12

1.23

212.1

5-0

.0621

2.21

1.22

212.4

8-0

.2321

2.71

1.22

212.6

8-0

.1321

2.81

1.21

212.9

0-0

.0221

2.91

1.28

212.9

3-0

.0621

2.99

1.36

212.8

3-0

.1321

2.95

1.43

212.8

1-0

.1121

2.92

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSHARVEYS LN NORTH FP LONG & CROSS SECTIONS


SCALE AS SHOWN

LANA

DRIV

E

IP21

2.58

IP21

2.90

IP21

2.90

IP21

3.01

IP21

3.03

IP21

2.96

IP21

2.63

IP21

1.69

IP21

1.39

CRES

T CH

16.71

RL21

3.03

2m VC 2m VC 2m VC

8.92% 7% 0% 3% 0.25% -0.5% -1.24% -3.3% -2.22%DESIGN C.L.

R=-76.5m HCHORIZ. GEOMETRY

0.00

212.4

921

2.48

1.20

212.5

021

2.51

212.5

8

4.26

212.5

121

2.80

5.76

212.5

121

2.90

6.38

212.5

021

2.93

212.9

07.9

821

2.48

212.9

821

2.95

9.00

212.4

821

3.01

212.9

810

.0021

2.48

213.0

321

3.00

11.00

212.4

821

3.04

213.0

1

16.04

212.6

021

3.06

213.0

316

.7121

2.62

213.0

621

3.03

16.75

212.6

221

3.06

213.0

317

.0421

2.63

213.0

621

3.03

17.33

212.6

321

3.06

213.0

318

.0421

2.63

213.0

521

3.02

20.00

212.6

321

3.04

213.0

1

30.00

212.5

421

2.99

212.9

6

40.00

212.4

821

2.87

212.8

4

41.73

212.4

921

2.85

212.8

2

50.00

212.4

221

2.75

212.7

2

55.73

212.3

621

2.67

212.6

456

.7321

2.34

212.6

621

2.63

57.73

212.3

121

2.62

212.6

0

60.00

212.3

121

2.52

212.5

2

70.00

212.1

421

2.16

212.1

9

80.00

211.8

321

1.83

211.8

6

85.17

211.7

321

1.66

211.6

9

87.86

211.6

621

1.60

211.6

3

90.00

211.6

021

1.56

211.5

9

95.00

211.4

721

1.45

211.4

8

98.74

211.3

921

1.39

CHAINAGE

EXISTING SURFACE

DESIGN BACK OF PATH

DESIGN FRONT\ROADSIDE OF PATH

DATUM RL 209.0

HARVEYS LN NORTH FOOTPATHSCALE H 1 : 500 V 1 : 50CH 7.98

1 IN -6

2.0% -1.3%

-6.20

212.2

10.0

021

2.21

-1.55

212.3

8-0

.6021

2.98

-1.50

212.3

9-0

.5921

2.98

0.00

212.5

4-0

.4121

2.95

3.84

212.9

00.0

021

2.90

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 211.5

CH 16.75

2.0% -3.2%

-1.55

212.4

9-0

.5621

3.06

-1.50

212.5

0-0

.5621

3.06

0.00

212.6

7-0

.3621

3.03

2.43

212.9

50.0

021

2.95

RL 211.5

CH 41.73

1 IN -7.1

2.0% -2.7%

-7.87

211.9

50.0

021

1.95

-1.55

212.3

7-0

.4821

2.85

-1.50

212.3

7-0

.4821

2.85

0.00

212.4

9-0

.3321

2.82

3.16

212.7

30.0

021

2.73

RL 211.0

CH 56.73

1 IN -8

2.0% -2.1%

-8.58

211.7

80.0

021

1.78

-1.55

212.2

2-0

.4321

2.66

-1.50

212.2

3-0

.4321

2.66

0.00

212.3

4-0

.2821

2.63

3.24

212.5

60.0

021

2.56

RL 211.0

CH 87.86

1 IN -8 -2.0% 1 IN 9.5

-1.95

211.5

50.0

021

1.55

-1.50

211.5

7-0

.0321

1.60

0.00

211.6

60.0

221

1.63

0.11

211.6

70.0

621

1.61

0.23

211.6

70.0

421

1.63

1.23

211.7

40.0

021

1.74

RL 210.5

CH 95

1 IN -8 -2.0% 5.3%

-2.23

211.3

50.0

021

1.35

-1.50

211.3

9-0

.0521

1.45

0.00

211.4

7-0

.0121

1.48

0.11

211.4

70.0

221

1.45

0.23

211.4

80.0

021

1.48

1.23

211.5

30.0

021

1.53

RL 210.5

SCALE H 1 : 200 V 1 : 100

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

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ANS

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C.DW

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DATE

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COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSSTAGE 1 SHARED PATH LONG SECTIONS

5 5 10 15 20 25SCALE H 1:500 V 1:100

0


H

V

H

V 1 1 2 3 4 50

IP21

1.51

IP20

9.88

IP20

8.42

IP20

8.25

CRES

T CH

2.73

RL21

1.49

2m VC 5m VC 5m VC

2.51% -4.33% -2.98% -1.13% -2.55%DESIGN C.L.

R=5.5m HC R=-25m HC R=12.5m HC R=-10m HC R=12.5m HC R=-10m HCHORIZ. GEOMETRY

0.00

211.4

31.5

121

1.47

211.3

521

1.47

2.00

211.4

821

1.38

211.4

92.1

821

1.48

211.3

821

1.49

2.73

211.4

821

1.40

211.4

93.0

021

1.47

211.4

021

1.49

4.00

211.4

521

1.40

211.4

7

10.00

211.2

121

1.25

211.2

110

.8121

1.18

211.2

321

1.17

20.00

210.7

321

0.83

210.7

721

.2021

0.67

210.7

821

0.72

30.00

210.3

021

0.40

210.3

4

32.29

210.2

021

0.30

210.2

4

40.00

209.8

820

9.97

209.9

140

.7620

9.86

209.9

420

9.88

44.74

209.7

420

9.82

209.7

6

50.00

209.6

020

9.66

209.6

051

.0820

9.57

209.6

320

9.57

60.00

209.3

020

9.36

209.3

0

64.18

209.1

720

9.24

209.1

8

70.00

208.9

720

9.06

209.0

0

80.00

208.6

720

8.77

208.7

1

87.17

208.4

620

8.55

208.4

9

89.67

208.4

220

8.49

208.4

390

.0020

8.41

208.4

820

8.42

92.17

208.3

820

8.45

208.3

9

100.0

020

8.25

208.3

620

8.30

101.9

920

8.22

208.3

120

8.28

104.4

920

8.25

208.2

520

8.24

106.9

920

8.18

208.1

620

8.19

110.0

020

8.08

208.0

520

8.11

115.5

420

7.91

207.9

7

CHAINAGE

EXISTING SURFACE

DESIGN BACK\ROADSIDE OF PATH

DESIGN INSIDE OF PATH

DATUM RL 203.0

STAGE 1 SHARED PATH

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

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ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSSTAGE 1 SHARED PATH CROSS SECTIONS

2 2 4 6 8 10SCALE H 1:200 V 1:100

0


H

V

H

V 1 1 2 3 4 50

CH 2.18

3.9% -4.2% -6.0%

-2.00

211.5

70.0

021

1.57

0.00

211.4

8-0

.0121

1.49

2.50

211.3

6-0

.0221

1.38

4.50

211.2

60.0

021

1.26

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 210.5

CH 10.81

-2.2% 2.4% 0.5%

-2.00

211.1

30.0

021

1.13

0.00

211.1

80.0

021

1.17

2.50

211.2

2-0

.0121

1.23

4.50

211.2

40.0

021

1.24

RL 210.0

CH 21.2

-3.6% 2.4% -0.9%

-2.00

210.6

50.0

021

0.65

0.00

210.6

7-0

.0521

0.72

2.50

210.7

1-0

.0821

0.78

4.50

210.7

60.0

021

0.76

RL 210.0

CH 32.29

-1.7% 2.4% -3.7%

-2.00

210.2

10.0

021

0.21

0.00

210.2

0-0

.0421

0.24

2.50

210.2

0-0

.1021

0.30

4.50

210.2

30.0

021

0.23

RL 209.5

CH 40

-4.3% 2.4% 2.9%-2

.0020

9.82

0.00

209.8

2

0.00

209.8

8-0

.0220

9.91

2.50

209.9

6-0

.0120

9.97

4.50

210.0

30.0

021

0.03

RL 209.0

CH 44.74

-5.1% 2.4% 8.4%

-2.00

209.6

60.0

020

9.66

0.00

209.7

4-0

.0120

9.76

2.50

209.8

80.0

620

9.82

4.50

209.9

90.0

020

9.99

RL 209.0

CH 51.08

-1.6% 2.4% 0.1%

-2.00

209.5

40.0

020

9.54

0.00

209.5

70.0

020

9.57

2.50

209.6

2-0

.0120

9.63

4.50

209.6

30.0

020

9.63

RL 208.5

CH 60

-2.3% 2.4% 0.8%

-2.00

209.2

60.0

020

9.26

0.00

209.3

00.0

020

9.30

2.50

209.3

5-0

.0220

9.36

4.50

209.3

80.0

020

9.38

RL 208.5

CH 70

-4.8% 2.4% 3.3%

-2.00

208.9

10.0

020

8.91

0.00

208.9

7-0

.0420

9.00

2.50

209.0

5-0

.0120

9.06

4.50

209.1

30.0

020

9.13

RL 208.0

CH 80

0.6% 2.4% -3.9%

-2.00

208.7

20.0

020

8.72

0.00

208.6

7-0

.0420

8.71

2.50

208.6

8-0

.0920

8.77

4.50

208.6

90.0

020

8.69

RL 208.0

CH 89.67

-0.9% 2.4% -2.9%

-2.00

208.4

10.0

020

8.41

0.00

208.4

2-0

.0120

8.43

2.50

208.4

2-0

.0620

8.49

4.50

208.4

30.0

020

8.43

RL 207.5

CH 100

2.4% -0.9%

0.00

208.2

5-0

.0520

8.30

2.50

208.3

0-0

.0620

8.36

4.50

208.3

40.0

020

8.34

RL 207.5

CH 104.49

0.2% -1.1%

0.00

208.2

50.0

120

8.24

2.50

208.2

3-0

.0120

8.25

4.50

208.2

20.0

020

8.22

RL 207.5

CH 115.54

-2.4% -4.2%

0.00

207.9

1-0

.0520

7.97

2.50

207.8

7-0

.0420

7.91

4.50

207.8

20.0

020

7.82

RL 207.0

STAGE 1 SHARED PATH

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

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ATA\

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12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

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DATE

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C/ 58PRELIMINARY





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ROADS & DRAINAGE CONSTRUCTION PLANSSHARED PATH CONNECTOR LONG & CROSS SECS


SCALE AS SHOWN

STAGE 1 SHARED PATH CONNECTORCH 0

-2.1% 0.0%4.4%

-6.73

209.0

60.1

720

8.89

-2.79

209.0

70.0

920

8.97

0.00

209.1

00.1

320

8.97

9.50

209.3

90.0

020

9.39

OFFSETS

EXISTING

CUT\FILL

DESIGN

RL 208.0

CH 5

-2.6% -2.4%5.7%

-4.78

208.9

80.1

220

8.86

-2.50

209.0

30.1

220

8.91

0.00

209.0

70.1

020

8.97

6.88

209.3

70.0

020

9.37

RL 208.0

CH 10.03

-3.1% -2.4% 4.1%

-5.74

208.9

70.1

520

8.82

-2.50

209.0

20.1

020

8.92

0.00

209.0

80.1

020

8.98

4.11

209.1

50.0

020

9.15

RL 208.0

CH 16.56

-4.7%-2.4% 5.3%

-7.04

208.9

20.1

220

8.80

-2.50

209.0

20.0

120

9.01

0.00

209.1

00.0

320

9.07

2.04

209.1

80.0

020

9.18

RL 208.0

CH 20.97

-3.0%

-2.50

209.0

8-0

.0220

9.10

0.00

209.1

7-0

.0120

9.18

RL 208.0

SCALE H 1 : 500 V 1 : 100 SCALE H 1 : 200 V 1 : 100

NEST

ORPL

ACE

IP20

8.97

SAG

CH7.5

0RL

208.9

7

10m VC

0% 2.4%DESIGN C.L.

R=-12.5m HC R=10m HCHORIZ. GEOMETRY

0.00

209.1

020

8.97

208.9

7

5.00

209.0

720

8.91

208.9

7

7.50

209.0

520

8.91

208.9

7

10.00

209.0

820

8.92

208.9

810

.0320

9.08

208.9

220

8.98

12.50

209.1

120

8.94

209.0

0

16.56

209.1

020

9.01

209.0

717

.5020

9.10

209.0

320

9.09

20.00

209.1

420

9.09

209.1

520

.9720

9.17

209.1

8

CHAINAGE

EXISTING SURFACE

DESIGN INSIDE\BASIN SIDE OF PATH

DESIGN BACK SIDE OF PATH

DATUM RL 204.0

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

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ATA\

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BGO-

12DS

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4430

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ARVE

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

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N PL

ANS

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DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSDRAINAGE LONG SECTIONS (SHEET 1 OF 11)

5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:

DENOTES FULLDEPTH 20mm

CLASS 4 BACKFILL

203.0

300Ø

1:150

7579

1.06

15.91

RCP CL2 FJ

(0.67%)

207.7

30.0

020

6.35

206.3

51.3

81.3

820

6.77

01A

300Ø

1:38.8

751551.06

22.11

RCP CL2 FJ

(2.58%)

208.0

515

.9120

6.46

206.4

81.5

91.5

720

6.87

206.8

8

01B

IL206

.23SE

WER

150Ø

207.5

838

.0220

7.05

0.53

207.2

6

01C

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)

DESIGN FLOW (l/s)CAPACITY (l/s)VELOCITY (m/s)

DATUM RL 205.0

300Ø

1:200

7968

1.11

12.09

RCP CL2 RRJ

(0.50%)

207.7

50.0

020

7.22

207.2

20.5

30.5

320

8.10

02A

IL206

.91SE

WER

150Ø

IL206

.90SE

WER

150Ø

225Ø

1:13.7

701581.77

15.00

HDPE

(7.28%)

208.5

712

.0920

7.28

207.3

61.2

91.2

220

8.18

02B

225Ø

1:42.1

6290

1.55

16.00

HDPE

(2.38%)

209.1

127

.0920

8.45

208.4

70.6

60.6

420

8.66

208.7

8

02C

225Ø

1:34

521001.31

16.00

HDPE

(2.94%)

209.5

043

.0920

8.85

208.8

70.6

50.6

320

9.05

209.1

6

02D

225Ø

1:35.4

441091.1

14.00

PVC

(2.82%)

209.9

859

.0920

9.34

209.3

60.6

40.6

220

9.53

209.6

1

02E

225Ø

1:76.2

36740.9

14.00

PVC

(1.31%)

210.3

973

.0920

9.75

209.7

70.6

40.6

220

9.93

209.9

9

02F

225Ø

1:47

2795

0.67

16.00

PVC

(2.13%)

210.6

187

.0920

9.96

209.9

80.6

50.6

321

0.12

210.1

7

02G

150Ø

1:55.3

1730

0.98

16.00

PVC

(1.81%)

210.9

610

3.09

210.3

221

0.39

0.64

0.57

210.4

521

0.47

210.4

8

02H

150Ø

1:71.6

9260.5

14.00

PVC

(1.40%)

211.2

511

9.09

210.6

821

0.70

0.57

0.55

210.8

021

0.90

02I

211.4

513

3.09

210.9

00.5

521

0.98

211.0

7

02J

TBA

ELEC

TBA

TELC

O

BROO

KLAN

DS D

RIVE

IL206

.23SE

WER

150Ø

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

205.0

450Ø

1:200

2202021.39

8.76

RCP CL2 RRJ

(0.50%)

208.2

90.0

020

7.60

207.6

00.6

90.6

920

8.05

03A

375Ø

1:52.8

1962411.78

22.01

RCP CL2 FJ

(1.89%)

208.9

18.7

620

7.64

207.7

21.2

71.2

020

8.10

208.2

120

8.20

03BIL2

07.35

SEW

ER 15

0Ø

300Ø

1:55.5

1321301.87

19.32

RCP CL2 FJ

(1.80%)

209.3

630

.7720

8.14

208.2

11.2

21.1

420

8.46

208.5

4

03C

300Ø

1:30

1291771.82

19.99

RCP CL2 FJ

(3.33%)

209.7

450

.0820

8.56

208.5

81.1

81.1

620

8.90

208.9

8

03D

300Ø

1:200

11468

1.61

11.17

RCP CL2 RRJ

(0.50%)

210.5

370

.0720

9.24

209.2

61.2

81.2

620

9.51

209.6

6

03E

IL208

.86SE

WER

150Ø

300Ø

1:32.2

321700.46

11.53

RCP CL2 FJ

(3.10%)

210.5

881

.2420

9.32

209.3

71.2

61.2

120

9.82

210.0

221

0.01

03F

IL209

.05SE

WER

150Ø

300Ø

1:43

291480.41

22.09

RCP CL2 FJ

(2.33%)

210.8

792

.7720

9.73

209.7

51.1

41.1

221

0.02

210.0

3

03G

300Ø

1:150

979

0.12

8.05

RCP CL2 FJ

(0.67%)

211.5

611

4.86

210.2

621

0.31

1.30

1.25

210.3

921

0.44

03H

211.4

512

2.91

210.3

61.0

921

0.43

210.4

4

03I

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


DATUM RL 205.0

225Ø

1:14.1

611731.53

8.00

PVC

(7.07%)

209.3

60.0

020

8.14

208.2

91.2

21.0

720

8.46

208.5

4

03C

IL208

.12SE

WER

150Ø

225Ø

1:57.2

5186

1.29

17.80

PVC

(1.75%)

209.6

68.0

020

8.85

208.8

70.8

10.7

920

9.05

209.1

6

04A

225Ø

1:34.1

421111.06

16.00

PVC

(2.93%)

209.9

825

.8020

9.18

209.2

00.8

00.7

820

9.37

209.4

6

04B

150Ø

1:27.5

3342

1.87

5.09

PVC

(3.63%)

210.4

541

.8020

9.67

209.7

50.7

80.7

020

9.84

04C

210.6

446

.8920

9.93

0.71

210.0

821

0.17

04D

LANA

DRI

VE

LANA

DRI

VE

NEST

OR P

LACE

NEST

OR P

LACE

NEST

OR P

LACE

NEST

OR P

LACE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

206.0

150Ø

1:23.6

1945

1.08

10.91

PVC

(4.24%)

210.6

446

.8920

9.93

209.9

50.7

10.6

921

0.08

210.1

7

04D

150Ø

1:25

1044

0.59

15.00

PVC

(4.00%)

211.0

957

.8021

0.41

210.4

30.6

70.6

521

0.54

210.6

5

04E

211.7

172

.8021

1.03

0.67

211.1

321

1.23

04F

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


DATUM RL 206.0

300Ø

1:81.3

651070.91

39.84

RCP CL2 FJ

(1.23%)

210.5

80.0

020

9.32

209.3

41.2

61.2

420

9.82

210.0

221

0.01

03F

300Ø

1:150

1079

0.15

8.05

RCP CL2 FJ

(0.67%)

211.1

339

.8420

9.83

209.8

81.3

01.2

521

0.19

210.4

0

05A

211.0

247

.8920

9.93

1.09

210.4

021

0.41

05B

206.0

150Ø

1:200

14160.8

2.00

PVC

(0.50%)

210.6

40.0

020

9.93

209.9

80.7

10.6

621

0.08

210.1

7

04D

210.6

42.0

020

9.99

0.65

210.1

721

0.32

06A

207.0

150Ø

1:24.1

545

0.27

41.39

PVC

(4.16%)

211.1

30.0

020

9.83

209.9

81.3

01.1

521

0.19

210.4

0

05A

150Ø

1:10.4

568

0.27

4.72

PVC

(9.65%)

212.3

441

.3921

1.70

211.7

00.6

40.6

421

1.76

211.7

7

07A

212.5

946

.1121

2.16

0.44

212.2

221

2.25

07B

207.0

150Ø

1:150

918

0.48

2.01

PVC

(0.67%)

211.7

20.0

021

0.94

210.9

40.7

90.7

921

1.01

09A

150Ø

1:200

916

0.49

7.07

PVC

(0.50%)

211.6

52.0

121

0.95

210.9

50.7

00.7

021

1.03

211.0

6

09B

211.4

39.0

821

0.99

0.44

211.0

721

1.15

09C

TBA

WAT

ER 10

0Ø

LANA

DRI

VE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

204.0

(2x)525Ø

1:250

5635441.3

5.53

RCP CL2 RRJ

(0.40%)

206.8

40.0

020

6.02

206.0

20.8

20.8

220

6.60

10A

600Ø

1:250

3783881.34

16.37

RCP CL2 RRJ

(0.40%)

207.5

05.5

320

6.04

206.0

61.4

61.4

420

6.62

206.6

610B

600Ø

1:250

3713881.31

21.64

RCP CL4 RRJ

(0.40%)

207.3

721

.9020

6.13

206.1

51.2

41.2

220

6.71

206.7

6

10C

IL205

.97SE

WER

150Ø

600Ø

1:200

3664341.3

9.14

RCP CL2 RRJ

(0.50%)

207.7

143

.5320

6.23

206.2

51.4

71.4

520

6.84

206.9

1

10D

375Ø

1:200

851240.77

39.79

RCP CL2 RRJ

(0.50%)

207.6

252

.6720

6.30

206.5

21.3

21.1

020

6.94

206.9

9

10E

300Ø

1:33.3

571680.81

59.20

RCP CL2 FJ

(3.00%)

207.9

292

.4620

6.72

206.8

01.2

01.1

220

7.08

207.1

2

10F

209.8

315

1.67

208.5

71.2

620

8.76

208.8

6

10G

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


DATUM RL

LANA

DRI

VE

PLAT

ERO

BOUL

EVAR

D

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

205.0

300Ø

1:35.1

17

1630.24

56.62

RCP CL2 FJ

(2.85%)

209.8

315

1.67

208.5

720

8.59

1.26

1.24

208.7

620

8.86

10G

300Ø

1:42.1

8

1490.11

8.05

RCP CL2 FJ

(2.37%)

211.3

520

8.29

210.2

121

0.26

1.14

1.09

210.3

121

0.32

10H

211.2

421

6.34

210.4

50.7

921

0.52

10I

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L 5 YR

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)

DESIGN FLOW 5 YR (l/s)

CAPACITY (l/s)

VELOCITY 5 YR (m/s)

DATUM RL 201.0

675Ø

1:250

561

5321.57

16.00

RCP CL2 RRJ

(0.40%)

205.5

60.0

020

4.75

204.7

50.8

10.8

120

5.40

11A

675Ø

1:250

561

5321.57

22.72

RCP CL2 RRJ

(0.40%)

206.5

416

.0020

4.81

204.8

020

4.80

1.72

1.74

1.74

205.4

620

5.53

11B

150Ø

1:200

0

160

5.74

PVC

(0.50%)

206.3

038

.7220

4.89

204.9

11.4

11.3

920

5.63

206.3

9

11C

205.0

744

.4620

4.94

0.13

206.3

9

11D

202.0

450Ø

1:250

153

1800.96

31.05

RCP CL2 RRJ

(0.40%)

207.5

00.0

020

6.04

206.0

61.4

61.4

420

6.62

206.6

6

10B

450Ø

1:250

151

1800.95

8.05

RCP CL4 RRJ

(0.40%)

207.1

431

.0520

6.19

206.2

10.9

50.9

320

6.75

206.8

0

12A

207.0

239

.1020

6.24

0.78

206.8

220

6.85

12B

H.G.L 10 YR

206.6

420

6.68

206.8

220

6.90

206.9

320

6.96

VELOCITY 10 YR (m/s) 1.17 1.16DESIGN FLOW 10 YR (l/s) 187 184

LANA

DRI

VE

PLAT

ERO

BOUL

EVAR

D

STAGE 2 STAGE 3

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

204.0

375Ø

1:152

127

1851.15

40.40

HDPE

(0.66%)

207.0

239

.1020

6.24

206.3

10.7

80.7

120

6.82

206.8

5

12B

375Ø

1:200

120

1611.09

14.00

HDPE

(0.50%)

207.5

079

.5020

6.58

206.6

00.9

20.9

020

6.97

207.0

0

12C

300Ø

1:41.5

113

1951.59

16.00

HDPE

(2.41%)

207.5

693

.5020

6.67

206.7

50.8

90.8

220

7.04

12D

300Ø

1:19.2

105

2871.48

16.00

HDPE

(5.21%)

207.9

710

9.50

207.1

320

7.15

0.84

0.82

207.3

920

7.46

12E

300Ø

1:28.6

96

2351.36

16.00

HDPE

(3.49%)

208.7

112

5.50

207.9

820

8.00

0.72

0.70

208.2

420

8.31

12F

300Ø

1:29.9

87

2301.23

16.00

HDPE

(3.34%)

209.2

814

1.50

208.5

620

8.58

0.72

0.70

208.8

020

8.87

12G

300Ø

1:37.9

78

2041.1

16.00

HDPE

(2.64%)

209.8

415

7.50

209.1

220

9.14

0.72

0.70

209.3

520

9.41

12H

300Ø

1:46.8

68

1840.97

16.00

HDPE

(2.14%)

210.2

817

3.50

209.5

620

9.58

0.72

0.70

209.7

820

9.83

12I

300Ø

1:200

59

890.84

16.00

HDPE

(0.50%)

210.7

318

9.50

209.9

220

9.94

0.81

0.79

210.1

321

0.17

12J

300Ø

1:200

50

890.71

16.00

HDPE

(0.50%)

211.0

420

5.50

210.0

221

0.04

1.02

1.00

210.2

121

0.24

12K

211.1

922

1.50

210.1

21.0

621

0.30

210.3

2

12L

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L 5 YR

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


CAPACITY (l/s)VELOCITY 5 YR (m/s)

DATUM RL

206.9

320

6.96

207.1

520

7.19

207.2

520

7.22

207.4

120

7.52

208.2

520

8.36

208.8

320

8.92

209.3

720

9.46

209.8

020

9.87

210.1

521

0.21

210.2

321

0.28

210.3

221

0.35

H.G.L 10 YR

1.4 1.33 1.94 1.81 1.66 1.5 1.34 1.18 1.02 0.86VELOCITY 10 YR (m/s)155 147 137 128 117 106 95 83 72 61DESIGN FLOW 10 YR (l/s)

STAGE 2 STAGE 3

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

206.0

300Ø

1:200

41

890.58

14.00

HDPE

(0.50%)

211.1

922

1.50

210.1

221

0.14

1.06

1.04

210.3

021

0.32

12L

300Ø

1:200

36

890.51

20.75

HDPE

(0.50%)

211.4

923

5.50

210.2

121

0.23

1.27

1.25

210.3

721

0.38

12M

300Ø

1:150

21

790.3

8.05

RCP CL2 FJ

(0.67%)

211.3

025

6.25

210.3

421

0.36

0.96

0.94

210.4

821

0.51

12N

211.2

026

4.30

210.4

10.7

921

0.52

210.5

5

12O

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L 5 YR

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


CAPACITY (l/s)VELOCITY 5 YR(m/s)

DATUM RL 203.0

450Ø

1:50

279

4031.76

10.46

RCP CL2 FJ

(2.00%)

207.6

20.0

020

6.30

206.4

51.3

21.1

720

6.94

206.9

9

10E

IL205

.75SE

WER

150Ø

IL205

.88SE

WER

150Ø

450Ø

1:34.4

267

4861.68

27.07

RCP CL2 FJ

(2.91%)

208.1

210

.4620

6.66

206.6

81.4

61.4

420

7.07

207.1

8

13A

450Ø

1:54.8

261

3851.64

12.33

RCP CL2 FJ

(1.82%)

208.7

937

.5320

7.47

207.4

91.3

31.3

120

7.83

207.8

9

13B

450Ø

1:71.9

212

4371.33

51.07

HDPE

(1.39%)

209.0

349

.8620

7.71

207.7

61.3

21.2

720

8.07

208.3

820

8.33

13C

IL207

.31SE

WER

150Ø

450Ø

1:200

202

2621.27

18.58

HDPE

(0.50%)

209.4

110

0.93

208.4

720

8.49

0.94

0.92

208.8

020

8.82

13D

450Ø

1:100

202

3711.27

1.68

HDPE

(1.00%)

209.5

311

9.50

208.5

820

8.60

0.94

0.92

208.9

020

8.92

13E

209.5

412

1.19

208.6

20.9

220

8.94

208.9

5

13F

210.3

221

0.35

210.3

921

0.41

210.5

021

0.53

210.5

321

0.58

H.G.L 10 YR

207.1

120

7.18

207.3

320

7.50

207.8

620

7.95

208.1

020

8.54

208.4

8

208.8

320

8.86

208.9

320

8.96

208.9

720

9.00

0.71 0.62 0.36VELOCITY 10 YR (m/s) 2.14 2.05 2 1.63 1.55 1.5550 44 26DESIGN FLOW 10 YR (l/s) 341 325 318 258 246 246

DAPP

LE LA

NE

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

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ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

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C.DW

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CHKDWGDES

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DATE

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5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

206.0

450Ø

1:113

191

3491.2

22.00

HDPE

(0.89%)

209.5

412

1.19

208.6

220

8.64

0.92

0.90

208.9

420

8.95

13F

375Ø

1:61.3

170

2911.54

12.00

HDPE

(1.63%)

209.7

414

3.19

208.8

420

8.91

0.90

0.83

209.1

420

9.15

13G

375Ø

1:54.7

161

3081.46

16.00

HDPE

(1.83%)

209.9

015

5.19

209.1

120

9.13

0.79

0.77

209.4

120

9.47

13H

375Ø

1:45.9

140

3371.27

17.00

HDPE

(2.18%)

210.2

117

1.19

209.4

220

9.44

0.79

0.77

209.7

120

9.77

13I

300Ø

1:32.1

117

2221.66

19.00

HDPE

(3.12%)

210.6

018

8.19

209.8

120

9.88

0.79

0.71

210.0

921

0.11

13J

300Ø

1:34.3

95

2151.34

20.00

HDPE

(2.91%)

211.2

020

7.19

210.4

821

0.50

0.72

0.70

210.7

421

0.84

13K

300Ø

1:79.5

71

1411

22.00

HDPE

(1.26%)

211.8

022

7.19

0.73

0.71

211.3

2

13L

225Ø

1:150

49

481.23

20.00

HDPE

(0.67%)

212.3

324

9.19

0.95

0.93

13M

225Ø

1:150

37

530.93

20.00

PVC

(0.67%)

212.4

826

9.19

0.95

0.88

13N

225Ø

1:65.5

25

800.62

2.00

PVC

(1.53%)

212.3

628

9.19

0.62

0.57

13O

212.3

629

1.19

0.54

13P

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L 5 YR

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


CAPACITY (l/s)VELOCITY 10 YR(m/s)

DATUM RL

H.G.L 10 YR

1.47 1.88 1.78 1.55 2.02 1.64 1.22 1.5 1.14 0.76VELOCITY 10 YR (m/s)233 207 197 171 143 116 86 60 45 30DESIGN FLOW 10 YR (l/s)

>>>>>>>>>>>>>>>>>>>>>>>

STAGE 2 STAGE 3

STAGE 3 STAGE 1

TEMPORARYSTAGE 1 OUTFALL

211.4

0

211.5

821

1.63

211.7

021

1.71

211.7

4

211.9

021

2.02

212.0

0

211.9

921

2.05

211.0

821

1.10

211.3

821

1.40

211.5

321

1.60

211.7

421

1.79

211.8

2

208.9

720

9.00

209.1

820

9.19

209.4

420

9.52

209.7

420

9.83

210.1

121

0.16

210.7

621

0.90

211.3

421

1.45

211.6

121

1.68

211.7

221

1.73

211.7

6

211.9

221

2.08

212.0

6

212.0

621

2.15

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

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CHKDWGDES

NjB SM AR

DATE

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5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

208.0

150Ø

1:150

12

180.68

2.00

PVC

(0.67%)

212.3

629

1.19

211.8

221

1.89

0.54

0.46

211.9

921

2.05

212.0

4

13P21

2.36

293.1

921

1.91

0.45

212.0

521

2.18

13Q

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L 5 YR

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


CAPACITY (l/s)VELOCITY 5 YR (m/s)

DATUM RL 203.0

375Ø

1:150

10

1430.09

8.05

RCP CL2 FJ

(0.67%)

207.9

2-3

9.75

206.7

220

6.77

1.20

1.15

207.0

820

7.12

10F

207.8

1-3

1.70

206.8

30.9

920

7.12

14A

205.0

300Ø

1:150

9

790.13

8.05

RCP CL2 FJ

(0.67%)

209.8

30.0

020

8.57

208.6

21.2

61.2

120

8.76

208.8

6

10G

209.7

28.0

520

8.68

1.05

208.8

620

8.86

15A

204.0

300Ø

1:150

9

790.12

8.05

RCP CL2 FJ

(0.67%)

209.0

30.0

020

7.71

207.8

61.3

21.1

720

8.07

208.3

820

8.33

13C

208.9

28.0

520

7.91

1.01

208.3

320

8.34

16A

204.0

150Ø

1:26.4

22

431.22

16.90

PVC

(3.79%)

209.0

30.0

020

7.71

208.0

11.3

21.0

220

8.07

208.3

820

8.33

13C

150Ø

1:40.4

13

350.73

22.75

PVC

(2.48%)

209.4

116

.9020

8.65

208.7

00.7

60.7

120

8.78

208.9

620

8.93

17A

209.8

239

.6520

9.27

0.55

209.3

720

9.51

17B

204.0

150Ø

1:15

13

570.72

2.00

PVC

(6.64%)

209.4

10.0

020

8.47

208.7

70.9

40.6

420

8.80

208.8

2

13D

209.4

72.0

020

8.90

0.56

209.0

120

9.15

18A

205.0

150Ø

1:24.7

13

440.75

2.00

PVC

(4.05%)

209.5

40.0

020

8.62

208.9

20.9

20.6

220

8.94

208.9

520

8.98

13F

209.5

52.0

020

9.00

0.55

209.1

120

9.25

19A

205.0

150Ø

1:36.1

13

370.75

2.00

PVC

(2.77%)

209.7

40.0

020

8.84

209.1

40.9

00.6

020

9.14

209.1

520

9.20

13G

209.7

62.0

020

9.19

0.57

209.3

020

9.44

20A

205.0

150Ø

1:102

12

220.68

2.00

PVC

(0.98%)

210.2

10.0

020

9.42

209.6

40.7

90.5

720

9.71

209.7

7

13I

210.2

22.0

020

9.66

0.56

209.7

720

9.89

21A

206.0

150Ø

1:49.5

13

310.75

2.00

PVC

(2.02%)

210.6

00.0

020

9.81

210.0

30.7

90.5

621

0.09

210.1

1

13J

210.6

32.0

021

0.07

0.55

210.1

821

0.32

22A

206.0

150Ø

1:200

12

160.68

2.00

PVC

(0.50%)

211.2

00.0

021

0.48

210.6

30.7

20.5

721

0.74

210.8

4

13K

211.1

92.0

021

0.64

0.55

210.8

421

0.95

23A

H.G.L 10 YR

0.83VELOCITY 10 YR (m/s)

15DESIGN FLOW 10 YR (l/s)

LANA

DRI

VE

LANA

DRI

VE

PLAT

ERO

BOUL

EVAR

D

STAGE 1 STAGE 3

212.0

621

2.15

212.1

3

212.1

421

2.28

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

CHKDWGDES

NjB SM AR

DATE

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C/ 58PRELIMINARY





COPYRIGHT






5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

207.0

150Ø

1:200

1316

0.75

2.00

PVC

(0.50%)

211.8

00.0

021

1.08

211.2

30.7

30.5

821

1.32

211.4

0

13L21

1.79

2.00

211.2

40.5

521

1.40

211.5

424A

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


DATUM RL 207.0

150Ø

1:9.1

1273

0.68

2.00

PVC

(10.97%)

212.3

30.0

021

1.38

211.5

30.9

50.8

021

1.58

211.6

3

13M

212.3

02.0

021

1.75

0.55

211.8

521

1.98

25A

203.0

300Ø

1:34.6

401650.57

37.03

RCP CL2 FJ

(2.89%)

207.5

00.0

020

6.04

206.2

71.4

61.2

320

6.62

206.6

6

10B

IL205

.48SE

WER

150Ø

225Ø

1:65.3

3380

0.84

17.18

PVC

(1.53%)

208.1

437

.0320

7.34

207.4

10.8

00.7

320

7.49

207.5

1

27A

225Ø

1:49.4

3392

0.84

3.00

PVC

(2.03%)

208.4

254

.2120

7.68

207.7

30.7

40.6

920

7.83

207.9

220

7.90

27B

225Ø

1:150

2653

0.65

10.14

PVC

(0.67%)20

8.46

57.21

207.7

920

7.84

0.67

0.62

207.9

420

8.04

208.0

2

27C

150Ø

1:150

1818

1.04

14.00

PVC

(0.67%)

208.5

667

.3520

7.91

207.9

80.6

60.5

820

8.04

208.1

0

27D

150Ø

1:122

920

0.52

15.99

PVC

(0.82%)

208.7

181

.3520

8.07

208.1

20.6

30.5

820

8.20

208.3

320

8.31

27E

208.8

497

.3520

8.25

0.59

208.3

420

8.43

27F

203.0

150Ø

1:18.7

751

0.42

2.23

PVC

(5.36%)

208.1

40.0

020

7.34

207.4

90.8

00.6

520

7.49

207.5

3

27A

208.1

62.2

320

7.61

0.56

207.6

920

7.75

28A

206.0

150Ø

1:68.1

527

0.28

29.51

PVC

(1.47%)

210.1

70.0

020

9.73

209.7

30.4

40.4

420

9.77

29A

150Ø

1:76.2

525

0.28

4.76

PVC

(1.31%)

210.6

229

.5121

0.17

210.1

70.4

50.4

521

0.23

210.2

4

29B

210.6

734

.2721

0.23

0.44

210.2

921

0.32

29C

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

27/03

/2020

FILE

: C:\1

2D\D

ATA\

TOMK

BGO-

12DS

01\11

4430

1 - H

ARVE

YS LA

NE P

TY LT

D, JA

CKAS

S FL

AT_3

29\E

NGIN

EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

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C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSDRAINAGE LONG SECS (SHT 11 OF 11)/PIT SCHEDULE

5 5 10 15 20 25SCALE H 1:500 V 1:50

0


H

V

H

V

NOTE:


CLASS 4 BACKFILL

206.0

150Ø

1:150

7180.4

4.47

PVC

(0.67%)

211.2

10.0

021

0.73

210.7

30.4

80.4

821

0.79

30A21

1.20

4.47

210.7

60.4

421

0.84

210.8

930B

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

H.G.L

DEPTH TO INVERT

PIPE GRADE

PIPE DIAMETER (mm)


DATUM RL 207.0

150Ø

1:150

518

0.28

9.91

PVC

(0.67%)

212.1

10.0

021

1.70

211.7

00.4

10.4

121

1.75

31A

212.2

19.9

121

1.77

0.45

211.8

321

1.86

31B

TBA

GAS

50Ø

TBA

GAS

50Ø

EX DEX D

EX D

EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D EX D

EX D

EX DEX D

D

D

D

DDD

D D

D

D

DD

D

D

DD

D

D

D

D

D

D

1

7 8

RES

91011121314151617

18 19

26 25

24

23

22

21

206

5

4

3

2

5958575655545352

51502827

29

30

31

32

33

34 3536 37

38 39 40 66 67 68

69

70

71

72

60616263646541424344

46

47

48

49

45

RES

DD

EX1

EX2

EX3

EX4

EX5STAGE 2 STAGE 3 STAGE 1










WHERE SHOWN





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A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

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POSE

D US

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HIS

SHEE

T MU

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ROADS & DRAINAGE CONSTRUCTION PLANSNETWORK CATCHMENTS & 1% AEP FLOWPATHS


SCALE 1:2,00020 20 40 60 80 1000

MGA94

ZONE 55

CATCHMENT 13.93ha

CATCHMENT 20.08ha

CATCHMENT 32.13ha

CATCHMENT 1OUTFALL TO

SEDIMENTATIONBASIN &

RAINGARDEN


EXISTINGDRAINAGE


RETARDATIONBASIN

BROOKLANDS DR

LANCASTER DR

NESTOR PL

LANA DR

LIPARI ST

HARVEYS LN

LANA DR

DAPPLE LN

LANA DR

HARVEYS LN

LANA DR

PLATERO BVD

EDWARDS RD

OVERLAND 1% AEP STORMWATER FLOWPATH

UNDERGROUND DRAINAGE CATCHMENT BOUNDARY

LEGEND

EX DEX D

EX DEX D

EX D

EX D


EX D

D

DD

D D

D

D

D

DD

DD

DDD D D

D D D D D

D

H

H

H

H H H H H H H

H

H

H H H H H H H H

H H

H

H

H

H

H

H

H

D

D

H H H H H H H H H H

H

H

H

D

H

D

DDD DDDDDD D

D D D D D D D D D D

D

D

D D D

H

H

H

H

DDD

DD

D

D

D

D

D

D

D

D

265958575655545352

51502827

29

30

31

32

33

34 3536 37

38 39 40 66 67 68

69

70

71

72

60616263646541424344

46

47

48

49

45

DDDD

D

10I

12L 12M 12N 12O

13K 13L 13M

22A 23A 24A 25A

31B

31A

12B

12C

10C

12A

12D 12E 12F 12G 12H 12I

28A

27C

27D

27E 27F

16A

13C

17B

10D

10E

14A

10F

13A

18A 19A 20A 21A 22A 23A 24A

13G 13H 13I 13J 13K 13L 13M

25A

12J 12K 12L

12M

12N

12O

13N

12I

10I

10H

15A

10G

31B30B29C

17A

13B

10D

10E 10F

10G

10H

12A 12B 12C 12D 12E 12F 12G 12H 12I

13A

13B

13C 13D

13E 13F 13G 13H 13I

15A

16A

17A 17B

18A

19A 20A

11A

27A

27B 27C

27D

27E 27F

28A

30B

30A

29C

29A

14A

21A

13J

12K12J

13N

29B

10C

10B

10A

11D

11C

11B

REVISIONREV


NOTE

: THI

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AN

UNCO

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LLED

DOC

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T AN

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DATE

D. IT

IS T

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ESPO

NSIB

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OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

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AD IN

CON

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WIT

H AL

L SHE

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OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

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TSPL

OT D

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ROADS & DRAINAGE CONSTRUCTION PLANSDRAINAGE PIT CATCHMENTS (SHEET 1 OF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

PIT NoCATCHMENT

LEGEND01R

01QLOT FALL

STAGE 2

STAGE 3

REFE

R NE

XT S

HEET

FOR

CON

TINU

ATIO

N

EDWARDS RD

LANA DR

PLATERO BVD

PLATERO BVD

HARVEYS LN

LANA DR

DAPPLE LN


EX D

EX D

EX DEX D

EX DEX D

EX DEX D

EX D

DD

D

D

H

H

H

D

DD

H

D D

H H H H H H H H H

H H H H H H

H H H H H H H

H H H H

D

DD

DD

DD

D

H

H

H

H

H H

H

H

H

D D

D

H

H

DDD DDD

D D D D D D D D D D D

DD

DD

H

DD

D

H

H

H

D

1

7 8

RES

91011121314151617

18 19

26 25

24

23

22

21

206

5

4

3

2

5958575655

40 66 67 68

69

70

71

72

606162636465 RES

DD

10I

12L 12M 12N 12O

13K 13L 13M

22A 23A 24A 25A

31B

31A

12I

21A 22A 23A 24A

13H 13I 13J 13K 13L 13M

25A

12J 12K 12L

12M

12N

12O

13N

12I 12I

13O

10I

10H

15A

10G

03I

03H

02J 02I 02H 02G

03E03G

03F

07B31B30B

05A

05B

02F 02E 02D 02C 02B

09C

RES

06A

03B

04A

04B

04D

04E

04F

03D 03C 03B

10H

12I

13I

21A

13J

12K12J

13P13Q

13O

07B

04F

06A

04E

04D05B

05A

04C

04B

09A

04A

03C03D

03E

03F

03G03I

03H

02J 02I 02H 02G 02F 02E 02D

01B 01A

02C

03B

13N

07A

02B

03A

02A 01C

09C

09B

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

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LLED

DOC

UMEN

T AN

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ILL N

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E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

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NT\11

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ROADS & DRAINAGE CONSTRUCTION PLANSDRAINAGE PIT CATCHMENTS (SHEET 2 OF 2)


SCALE 1:1,00010 10 20 30 40 500

MGA94

ZONE 55

PIT NoCATCHMENT

LEGEND01R

01QLOT FALL

STAGE 1

REFE

R PR

EVIO

US S

HEET

FOR

CON

TINU

ATIO

N

LANA DR

LANA DR

LANA DR

DAPPLE LN

HARVEYS LN

LIPARI STREET

BROOKLANDS DR

LANCASTER DR

NESTOR PL

STAGE 3

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

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TSPL

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AT_3

29\E

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AD\C

URRE

NT\11

4430

1 R&D

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NjB SM AR

DATE

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ROADS & DRAINAGE CONSTRUCTION PLANSDRAINAGE HYDROLOGY DATA


SCALE N/A

REVISIONREV


NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

ESPO

NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

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ATA\

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TY LT

D, JA

CKAS

S FL

AT_3

29\E

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EERI

NG\C

AD\C

URRE

NT\11

4430

1 R&D

CON

STRU

CTIO

N PL

ANS

REV

C.DW

G

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NjB SM AR

DATE

17/01/20


C/ 58PRELIMINARY





COPYRIGHT





ROADS & DRAINAGE CONSTRUCTION PLANSDRAINAGE HYDRAULICS DATA


SCALE N/A

HARVEYS LANE - s3-ap-southeast-2.amazonaws.com

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