65 old lancefield road, woodend · d raw ing sth elcu p oyfmk group. copying or using treet,...

LOCALITY PLANSCALE 1 : 5000 (A3)

12 LOT SUBDIVISION

65 OLD LANCEFIELD ROAD, WOODEND

ROAD & DRAINAGE PLANS

DRAWING LIST

ROAD & DRAINAGE CONSTRUCTION PLANS

1139001R01 LOCALITY PLAN & GENERAL NOTES1139001R02 OVERALL DEVELOPMENT PLAN1139001R03-04 DETAIL PLAN (2 SHEETS)1139001R05 INTERSECTION DETAILS1139001R06 PROPOSED EARTHWORKS PLAN1139001R07-08 TYPICAL DETAILS1139001R09 OLD LANCEFIELD RD LONG SECTION1139001R10 OLD LANCEFIELD RD CROSS SECTIONS1139001R11 HONEYSUCKLE LN LONG SECTION1139001R12-13 HONEYSUCKLE LN CROSS SECTIONS (2 SHEETS)1139001R14-16 STORMWATER LONGITUDINAL SECTION1139001R17 STORMWATER DETAILS AND PIT SCHEDULE

OFFSET

TELCOOFFSET

OLD LANCEFIELD ROAD - EAST SIDE

STREETOFFSET

WATERSIDE

GASSIDE

U/G CABLEOFFSET

ELEC

SIDE

TABLE OF OFFSETS FOR SERVICES

SIDE

3.0m EAST - - -- - -

OLD LANCEFIELD ROAD - WEST SIDE 5.5-6.0m WEST 4.5m 2.3m 1.5mWEST WEST WEST

HONEYSUCKLE LANE - NORTH SIDE - - 2.3m 3.8m 0.9mNORTH NORTH NORTH

HONEYSUCKLE LANE - SOUTH SIDE 4.8m SOUTH 2.5-3.5m 6.4m VARIESSOUTH SOUTH SOUTH

AND CONDUIT DETAILS

TELSTRA PLANS FOR SERVICE

REFER TO ELECTRICAL AND

WARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATIONS OF UNDERGROUND

SERVICES ARE APPROXIMATE ONLY AND

THEIR EXACT POSITION SHOULD BE PROVEN

ON SITE. NO GUARANTEE IS GIVEN THAT

ALL EXISTING SERVICES ARE SHOWN.

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT

WOODEND PROJECTS PTY LTD


12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

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B C COPYRIGHT. THE INFORMATION CONTAINED ON THISDRAWING IS THE INTELLECTUAL PROPERTY OF TOMKINSONGROUP. COPYING OR USING THIS DRAWING IN WHOLE OR INPART WITHOUT THE EXPRESS WRITTEN PERMISSION OFT O M K I N S O N G R O U P I N F R I N G E S C O P Y R I G H T

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ISO 9001:2015

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Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648

web: www.tomkinson.com email: [email protected]

PO Box 421, Bendigo 3552 57 Myers Street, Bendigo 3550

Licensed Surveyors Civil Engineers

Project Managers Development Planners

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LOCALITY PLAN & GENERAL NOTES

1

LENGTHS ARE IN METRES - PAPER SIZE A3

SCALE:0

1:500050 25020015010050

MGA

94

ZONE

55

TELSTRA PILLA

PROPOSED KERB & CHANNELEXISTING KERB & CHANNEL

ELECTRICITY LIGHT & POLETELSTRA 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

LIMIT OF WORK (OR REFER TO EXTENT OF SHADING)TOP OF BANK (DESIGN \ EXISTING)

EXIST/NATURAL SURFACE LEVEL

SHRUBS / TREES TO BE REMOVED

FINISHED SURFACE LEVELBACK OF PROPOSED KERB

EXISTING SHRUBS / TREES

PROPOSED HOUSE DRAIN

PROP PAVEMENT FOOTPATH LEVEL

SIGN

LEGEND

FUTURE DRAIN / PIT

BOTTOM OF BANK

DIMENSION (IN METRES UNLESS STATED OTHERWISE)LEADER / ARROW

/ / / /

> > > >

EX D

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FALLFALL

H H H H H H H

P 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 GAS & WATER CONDUIT

PROPOSED SEWER RISING MAIN

PROPOSED ELEC / TELSTRA CONDUIT & PIT

PROPOSED SEWER AND MANHOLE

EXISTING GAS MAIN

EXISTING TELECOMMUNICATIONS CABLE

PROPOSED WATER MAIN

EXISTING ELECTRICITY MAIN & PIT

EXISTING WATER MAIN, FIRE PLUG AND VALVE

PROPOSED GAS MAIN

PROPOSED TELECOMMUNICATIONS MAIN

PROPOSED CATCH DRAINPROPOSED AG DRAIN

PROPOSED ELECTRICITY MAIN

EX G

EX E

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EX W

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G

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EX T

> CATCH

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W

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SS

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EXISTING SEWER & MANHOLEEX S

PROPOSED FUTURE SEWERFS

PROPOSED FUTURE WATERFW

PROPOSED FUTURE ELECTRICITYFE

PROPOSED FUTURE GASFG

PROPOSED FUTURE TELECOMMUNICATIONSFT

E&T

G&W

PROPOSED PRIVATE SEWERPS

PROPOSED PRIVATE WATER MAINPW

PROPOSED RECYCLED WATER MAINRW

PROPOSED PRIVATE GAS MAIN

PROPOSED PRIVATE TELECOMMUNICATIONS MAIN

PROPOSED PRIVATE ELECTRICITY MAINPE

PG

PT

PROPOSED SEALED PAVEMENT

PROPOSED CONCRETE FOOTPATHPROPOSED ASPHALT FOOTPATHPROPOSED CONCRETE PAVEMENT (DRIVEWAY OR INFILL)PROPOSED INTERNAL CONCRETE DRIVEWAY

PROPOSED NATURESTRIP \ LANDSCAPING

PROPOSED UNSEALED PAVEMENT

PROPOSED KERB

PROPOSED LOT EARTHWORKS NO TOPSOILPROPOSED OTHERPROPOSED ROCK BEACHING

ET

GWHONEYSUCKLE LANE

OLD

LANC

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WAYBANKSIA COURT

BARBARA STREET

MANIFOLD ROAD

SITE OFWORKS

MRSC STANDARD NOTES FOR SUBDIVISIONS:

1. ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE MACEDONRANGES SHIRE COUNCIL STANDARD DRAWINGS, SPECIFICATIONS AND TO THESATISFACTION OF COUNCIL'S SUPERVISING OFFICER OR HIS/HER APPOINTEDREPRESENTATIVE.

2. COUNCIL TO BE NOTIFIED SEVEN (7) CLEAR DAYS PRIOR TO COMMENCEMENTOF WORKS.

3. ALL LEVELS SHOWN ARE TO A.H.D.4. PRIOR TO COMMENCEMENT OF WORKS ON SITE, THE CONTRACTOR MUST

ENSURE THAT ALL MATTERS RELATING TO THE OCCUPATIONAL HEALTH &SAFETY ACT 2004, INCLUDING ALL RELEVANT REGULATIONS, HAVE BEENADDRESSED. IN PARTICULAR, PREVENTION OF FALLS AND PLANT. DETAILS OFTHE CONTRACTORS SITE MANAGEMENT PLAN INCLUDING OCCUPATIONALHEALTH AND SAFETY PROCEDURES MUST BE LODGED WITH THE MACEDONRANGES SHIRE COUNCIL PRIOR TO COMMENCEMENT OF WORKS.

5. ON COMMENCEMENT OF CONSTRUCTION WORKS ON SITE, THE CONTRACTORMUST COMPLY WITH THE RECOMMENDATIONS OF THE ENVIRONMENTPROTECTION AUTHORITY PUBLICATION “CONSTRUCTION TECHNIQUES FORSEDIMENT POLLUTION CONTROL” (PUBLICATION NO 275).

6. APPROPRIATE SILTATION CONTROL IS TO BE CARRIED OUT DURING THECONSTRUCTION AND MAINTENANCE PERIOD.

7. NO EXCAVATION SHALL BE CARRIED OUT WITHIN THE CANOPY DRIP LINE OR5.0m, WHICHEVER IS GREATER OF ANY EXISTING TREE UNTIL APPROVAL HASBEEN GIVEN BY COUNCIL'S SUPERVISING OFFICER OR HIS/HER APPOINTEDREPRESENTATIVE.

8. A TEMPORARY 1.5m HIGH POST & WIRE FENCE SHALL BE ERECTED ANDMAINTAINED AROUND EXISTING TREES, NOMINATED TO BE RETAINED AS PER ATREE PROTECTION ZONE (TPZ) CONDITION, AT ALL TIMES DURINGCONSTRUCTION. UNDER NO CIRCUMSTANCES SHALL SITE SHEDS, VEHICLES,MACHINERY AND EQUIPMENT BE STORED OR PLACED WITHIN FENCED ZONE OFTHESE TREES.

9. THE CONTRACTOR IS TO OBTAIN THE NECESSARY ASSET PROTECTION PERMITPRIOR TO UNDERTAKING ANY WORKS WITHIN A PREVIOUSLY CONSTRUCTEDROADWAY.

10. THE CONTRACTOR SHALL TO THE SATISFACTION OF THE CONSULTINGENGINEER AND COUNCIL'S REPRESENTATIVE PROVIDE AND MAINTAIN ALLNECESSARY WARNING SIGNAGE, LIGHTING AND BARRICADING TO COMPLYWITH THE REQUIREMENTS OF THE ROAD MANAGEMENT ACT.

11. THE LOCATION OF EXISTING SERVICES SHOULD BE DETERMINED BY THECONTRACTOR PRIOR TO COMMENCING ANY EXCAVATION BY CARRYING OUT ADBYD AND CONTACTING ALL RELEVANT SERVICE AUTHORITIES AND/OR THEIRAGENTS. ANY EXISTING SERVICES SHOWN ON THE DRAWINGS ARE OFFEREDAS A GUIDE ONLY AND ARE NOT GUARANTEED AS CORRECT.

12. SERVICE TRENCHES WITHIN THE ROAD RESERVE MUST BE BACKFILLED ASSPECIFIED BELOW, TO A DRY DENSITY NOT LESS THAN 97% OF THE MAXIMUMFOUND IN THE STANDARD COMPACTION TEST FOR THE FOLLOWING:

i. SERVICE TRENCHES BENEATH THE ROAD PAVEMENT, FOOTPATH OR DRIVEWAYCROSSOVER, TO THE UNDERSIDE OF THE PAVEMENT OR CROSSOVER BEDDINGWITH 20mm CLASS 3 FCR WITH 3% CEMENT ADDITIVE.

ii. DRAINAGE PIPES ADJACENT TO KERBING OR CONCRETE STRUCTURES WITH20mm CLASS 4 FCR TO A LEVEL THAT IS NOT AFFECTED BY A 45 DEGREE ANGLE

OF REPOSE FROM THE NEAR LOWER EDGE OF SUCH STRUCTURE, OTHERWISETO FULL DEPTH.

13. ALL EXCAVATIONS OF A DEPTH 1.5m OR GREATER MUST COMPLY WITHWORKCOVER VICTORIA. A “NOTICE OF INTENTION TO EXCAVATE...” FORM MUSTBE SUBMITTED TO WORKCOVER 3 DAYS PRIOR TO THE WORK EXCAVATIONS.· CALL 1800 136 089 TOLL FREE OR 03) 9641 1444 TO OBTAIN FORM.· FAX FORM/S TO: 03) 9565 9400 OR 9941 0555.

14. ALL CONCRETE TO BE USED IN THE CONTRACT WORKS SHALL DEVELOP AMINIMUM COMPRESSIVE STRENGTH OF 25 MPa AT 28 DAYS.

15. ALL DRAINAGE PIPES ARE TO BE REINFORCED CONCRETE CLASS 2 RUBBERRING JOINTED AS A MINIMUM UNLESS OTHERWISE APPROVED. ALL P.V.C. PIPESTO BE CLASS SH UNLESS OTHERWISE APPROVED.

16. SIDE ENTRY PIT LINTELS ARE TO BE SET BACK AND UP 50mm FROMHORIZONTAL AND VERTICAL ALIGNMENTS IN ACCORDANCE WITH THEMACEDON RANGES SHIRE COUNCIL STANDARD DRAWING SD012.

17. 100mm DIA. AGRICULTURAL PIPE DRAINS TO BE PLACED BEHIND ALL KERB ANDCHANNEL ON 20mm AGGREGATE BEDDING, 200mm BELOW SUBGRADE, ATGRADE AND WHERE DIRECTED BY THE CONSULTING ENGINEER.

18. MINIMUM COVER TO OBVERT OF DRAINAGE PIPES SHALL BE 300mm INEASEMENTS AND 500mm IN ROAD RESERVES, EXCEPT WHERE PIPE CLASS '4'WILL BE INSTALLED.

19. PROPERTY CONNECTIONS TO MAIN PIPES SHALL BE VIA APPROVEDSPECIFICALLY DESIGNED FITTINGS. MORTAR BANDAGES ARE NOT TO BE USEDUNLESS APPROVED BY COUNCIL.

20. FILL AREAS ARE TO BE STRIPPED OF TOPSOIL, FILLED USING APPROVED CLAYFILL AND THEN TOPSOIL REPLACED TO OBTAIN FINAL FILL LEVELS AS SHOWNON PLANS. ALL FILLING TO BE CARRIED OUT IN 150mm LAYERS ANDCOMPACTED TO 95% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITHAS 3798-2007: GUIDELINES ON EARTHWORKS FOR COMMERCIAL ANDRESIDENTIAL DEVELOPMENTS. ON COMPLETION THE CONTRACTOR SHALLPRESENT A “LEVEL 1” TYPED REPORT NOMINATING THE EXTENT OF FILLPLACED. IT'S CONFORMANCE WITH THE SPECIFICATION AND ITSCLASSIFICATION AS “CONTROLLED FILL”. IF ANY SUBSTANDARD FILLING ISENCOUNTERED ON THE SITE IT MUST BE REMOVED AND REPLACED WITHAPPROVED FILL MATERIAL PROPERLY COMPACTED TO COUNCILREQUIREMENTS. A GEO-TECHNICAL REPORT MUST BE SUBMITTED SHOWINGDETAILS OF DEPTH, TYPE OF MATERIAL AND DENSITY OF THE FILL AREASCONCERNED.

21. 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.

22. BATTERS SHALL BE 1 IN 6 UNLESS OTHERWISE APPROVED AND COVERED ANDSMOOTHED WITH MINIMUM OF 100mm TOPSOIL.

23. ALL KERB RETURN RADII ARE TO LIP OF KERB UNLESS OTHERWISE SPECIFIED.24. KERB TYPES SHALL BE AS SPECIFIED IN ACCORDANCE WITH THE MACEDON

RANGES SHIRE COUNCIL STANDARD DRAWINGS SD009 & SD010. TRANSITIONLENGTHS BETWEEN DIFFERENT KERB TYPES TO BE OVER 3.0m ONLY IF ITCANNOT BE ACHIEVED AT A PRAM CROSSING OR DRIVEWAY CROSSOVER.

25. THE CONTRACTOR TO ERECT STREET NAME SIGNS AND GALVANISED IRONPOSTS AS DIRECTED BY THE SUPERINTENDENT AND PROVIDE THE PROVISION

OF A SLEEVE.26. STREET LIGHTING IS TO BE PROVIDED IN ACCORDANCE WITH

COUNCIL'S “POLICY ENGINEERING REQUIREMENTS FOR INFRASTRUCTURECONSTRUCTION” UNLESS OTHERWISE APPROVED.

27. ALL FOOTPATHS TO BE A MINIMUM OF 1.50m WIDE IN ACCORDANCE WITH THEMACEDON RANGES SHIRE COUNCIL STANDARD DRAWING SD005.

28. ROAD PAVEMENTS ARE TO HAVE A MINIMUM DEPTH OF 300mm INCLUDINGSURFACING.

29. ALL ROAD GUIDE POSTS ARE TO BE “RUBBERTUFF”.30. THE RELATIVE COMPACTION OF CRUSHED ROCK (FCR) FOR PAVEMENTS SHALL

BE COMPLETED AT THE OPTIMUM MOISTURE CONTENT TO A DRY DENSITY(BASED ON THE PERCENTAGE OF THE MAXIMUM DRY DENSITY OBTAINED INTHE MODIFIED COMPACTION TEST) AS BELOW. PROVIDE TEST RESULTS TOCOUNCIL FOR:· DEPTH 0 - 100mm BELOW TOP OF BASE. RELATIVE COMPACTION - 100%

(MODIFIED).· SUBGRADE BELOW ALL PAVEMENTS SHALL BE COMPACTED TO A DRY

DENSITY NOT LESS THAN 97% OF THE MAXIMUM FOUND IN STANDARDCOMPACTION TEST IN AREAS OF CUT TO A DEPTH OF 150mm AND IN AREASOF FILL TO A DEPTH OF 450mm.

31. OPEN SPACE RESERVES;· RESERVES TO BE EVENLY GRADED, SEEDED AND FREE DRAINING TO THE

SATISFACTION OF RESPONSIBLE AUTHORITY.· DESIGN INFORMATION TO INCLUDE RETICULATED WATER SUPPLY IN U/G PIT

CONFIGURATION, BOLLARDS, SEATING, PLAYGROUND EQUIPMENT ANDBBQ'S ETC. WHERE REQUIRED BY THE PERMIT

32. ALL NATURE STRIPS, EXCAVATED OR FILLED AREAS WITHIN THE ROADRESERVE SHALL BE RESURFACED WITH A 100mm LAYER OF TOPSOIL ASSPECIFIED, FREE FROM CLAY AND STONE, EVENLY GRADED AND SEEDED TOTHE SATISFACTION OF RESPONSIBLE AUTHORITY.

33. ON COMPLETION THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OFALL BUILDING WASTE, RUBBISH AND SPOIL FROM THE SITE. NO SURPLUSTREES, VEGETATION OR OTHER MATERIALS IS TO BE BURNT ON SITE.

34. AS-CONSTRUCTED DATA INCLUDING ALTERATIONS DURING CONSTRUCTIONARE TO BE PROVIDED PRIOR TO ISSUE OF STATEMENT OF COMPLIANCE.DRAWINGS ARE TO BE IN A1 AND A3 HARDCOPY AND IN AUTOCAD (2010) ANDACROBAT PDF FORMATS.

35. THE FOLLOWING HOLD POINT INSPECTIONS SHALL APPLY UNTIL WORKS AREAPPROVED BY COUNCIL'S SUPERVISING OFFICER. CONSULTING ENGINEER TOBE PRESENT AT THESE HOLD POINTS;

1) PRE-COMMENCEMENT SITE MEETING2) ROAD SUBGRADE PRIOR TO PLACEMENT OF SUB-BASE (INCLUDING

PROOF-ROLL)3) SUB-BASE PRIOR TO PLACEMENT OF BASE COURSE (INCLUDING PROOF-ROLL).4) BASE COURSE PRIOR TO SEALING (INCLUDING PROOF-ROLL)5) INSPECTION AT PRACTICAL COMPLETION OF THE WORKS (COMMENCEMENT OF

DEFECTS LIABILITY PERIOD).6) FINAL INSPECTION AT THE END OF 12 MONTHS DEFECTS LIABILITY PERIOD.

THE FOLLOWING INSPECTIONS ARE ALSO TO BE CARRIED OUT BY COUNCIL'SSUPERVISING OFFICER;

7) STORMWATER DRAINAGE, INCLUDING SUBSOIL AG DRAINS, AND HOUSECONNECTIONS, PRIOR TO BACKFILLING (HOLD POINT).

8) FOOTPATH, DRIVEWAY AND KERB AND CHANNEL PRIOR TO PLACEMENT OFCONCRETE (HOLD POINT).

9) INSPECTION OF ALL TRAFFIC CONTROL AND SIGNAGE IN ACCORDANCE WITHAPPROVED PLANS.

10) INSPECTION OF WORKS IN ACCORDANCE WITH APPROVED LANDSCAPEPLANS.

ANY OTHER INSPECTIONS AS DETERMINED BY THE COUNCIL.

TOMKINSON GROUP SUPPLEMENTARY STANDARD NOTES:PRIOR TO THE COMMENCEMENT OF WORKS

1. THE CONTRACTOR MUST OBTAIN AN ASSET PROTECTION PERMIT FROM THEMUNICIPALITY FOR ANY WORKS UNDERTAKEN WITHIN AN EXISTING ROADRESERVE PRIOR TO THE COMMENCEMENT OF WORKS

2. 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 INFRASTRUCTUREWHICH THEY ARE INTERFACING WITH, OR OTHERWISE HAVING AN IMPACT ON.

3. PRIOR TO COMMENCING WORKS THE CONTRACTOR SHALL VERIFY THELOCATION OF ALL SERVICES BY SITE SURVEY (INSPECTION AND CONSULTATIONWITH ALL RELEVANT SERVICING AUTHORITIES). THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICES, WHETHER SHOWNOR NOT.

4. 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

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

6. 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,THE OFFICE OF GAS SAFETY AND WORKSAFE VICTORIA

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

8. THE CONTRACTOR MUST PREPARE A PROJECT MANAGEMENT PLAN(OTHERWISE CALLED A CONSTRUCTION OR SITE MANAGEMENT PLAN) ANDHAVE IT APPROVED BY BOTH COUNCIL & THE CONSULTANT PRIOR TO THECOMMENCEMENT OF ANY WORKS. THIS PROJECT MANAGEMENT PLAN IS TOINCORPORATE THE FOLLOWING AT A MINIMUM AND IN ACCORDANCE WITH ANYLEGISLATION REQUIREMENTS:

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 SETOUT10. 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 OF

THESE 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 ASECOND TBM. TOMKINSON IS TO BE NOTIFIED OF ANY DISCREPANCIESIMMEDIATELY. NO HORIZONTAL SETOUT CONTROL CAN BE USED WITHOUTFIRST PROVING IT TO BE CORRECT TO A THIRD KNOWN POINT. TOMKINSONGROUP IS TO BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. TITLE PEGSAND T.B.M.'s TO BE RE-ESTABLISHED BY A LICENSED SURVEYOR IF FOUND TOBE MISSING.

13. IF USING GNSS \ GPS TO SETOUT FOR CONSTRUCTION PLEASE NOTE:a. GNSS HAS REDUCED VERTICAL PRECISION COMPARED TO TRADITIONAL

SURVEY METHODS.b. ONLY USE A SINGLE POINT CALIBRATION FOR THE VERTICAL THEN TEST TO AT

LEAST 1 OTHER STATED TBM BEFORE PROCEEDING.c. IF YOU HAVE ANY QUERIES OR CONCERNS CONTACT TOMKINSON GROUP

SITE MANAGEMENT DURING CONSTRUCTION14. THE CONSULTING ENGINEER IS RESPONSIBLE FOR THE DESIGN AND

MANAGEMENT OF THE CONSTRUCTION WORKS. ANY PROBLEMS ARISINGDURING CONSTRUCTION SHALL BE DIRECTED TO THE CONSULTANT.

15. ALL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANTAUTHORITY SPECIFICATIONS. IF YOU HAVE ANY ISSUES INTERPRETING THEMANUAL CONTACT THE CONSULTANT

16. TWENTY-FOUR (24) HOURS NOTIFICATION TO INSPECTORS OF RELEVANTAUTHORITY IS REQUIRED PRIOR TO AN INSPECTION BEING CONDUCTED ONANY PARTICULAR PORTION OF THE WORKS.

17. THE CONTRACTOR SHALL TO THE SATISFACTION OF THE CONSULTINGENGINEER AND COUNCIL'S SUPERVISING OFFICER PROVIDE AND MAINTAIN ALLNECESSARY WARNING SIGNAGE, LIGHTING AND BARRICADING TO COMPLYWITH THE REQUIREMENTS OF THE ROAD MANAGEMENT ACT

18. DISPOSAL OF EXCESS SPOIL TRUCK ROUTE AND DISPOSAL LOCATION ARE TOBE APPROVED BY THE MUNICIPAL ENGINEERING DEPARTMENT. OTHERWISEUNDER DIRECTION OF THE CONSULTANT. MUST BE AS PART OF THE PROJECTMANAGEMENT PLAN (SUPPLEMENTARY NOTE 8)

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

PROTECTION OF VEGETATION20. NO WORKS ARE TO BE UNDERTAKEN WITHIN THE DRIP ZONE (CANOPY) OF AN

EXISTING TREE UNLESS APPROVED BY THE RESPONSIBLE AUTHORITY

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

ROAD WORKS AND FOOTPATHS22. TGSIs ARE TO BE INSTALLED ON ALL PEDESTRIAN CROSSINGS AS PER AS 1428.423. AT ALL TEMPORARY STAGE BOUNDARY TERMINATIONS TO ROADS THE

CONTRACTOR IS TO INSTALL A D4-5 HAZARD SIGN24. ALL CONCRETE IS TO HAVE A MINIMUM CEMENT CONTENT OF 320 kg/m³

STORMWATER DRAINAGE AND SERVICE CONDUIT NOTES25. ALL EASEMENT DRAINAGE PIPES ARE 1.0m OFFSET TITLE BOUNDARY UNLESS

DIMENSIONED OTHERWISE26. ALL EASEMENT DRAINAGE PITS ARE TO BE ARE 1.0m PAST TITLE BOUNDARY

UNLESS DIMENSIONED OTHERWISE27. ALL PROPERTY DRAINAGE CONNECTIONS FROM ROAD RESERVES ARE TO

ENTER THE PROPERTY 1.0m O/S SIDE BOUNDARY ON THE LOW SIDE WITH 0.5mCOVER UNLESS NOTED OTHERWISE.

28. REFER TO THE CERTIFIED PLAN OF SUBDIVISION FOR ALL EASEMENT WIDTHS,DO NOT SCALE FROM DRAWING.

29. ALL CONDUIT LOCATIONS ARE TO BE STAMPED IN THE CONCRETE KERBING.30. 100mm DEEP CATCH DRAINS TO BE CONSTRUCTED ALONG ALL EASEMENT

DRAINAGE AND DIRECTED TO LEGAL POINT OF DISCHARGE31. ALL HOUSE DRAIN CONNECTIONS TO REINFORCED CONCRETE PIPES ARE TO

UTILISE “FLOWCON CONCONECT” OR COUNCIL APPROVED EQUIVALENTPRODUCTS TO AVOID PIPE PROTRUSIONS INTO THE LARGER PIPE

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

33. ELECTRICITY & TELECOMMUNICATIONS CONDUITS SHOWN ON THESE PLANSARE CONCEPTUAL ONLY. REFER TO ELECTRICITY & TELECOMMUNICATIONPLANS FOR ACTUAL ROAD SERVICE CONDUIT LOCATIONS. IF THERE ARE ANYDISCREPANCIES BETWEEN THESE PLANS CONTACT TOMKINSON GROUP FORCLARIFICATION.

CONSTRUCTION HOLD POINTS34. CONSTRUCTION HOLD POINTS ARE TO BE IN ACCORDANCE WITH THE

INFRASTRUCTURE DESIGN MANUALEMERGENCY CONTACTS

35. THE PROJECT AREA CONTAINS THE FOLLOWING SERVICES FOR ASSISTANCE INEMERGENCY CONTACT.

SERVICE AUTHORITY & CONTACT TELEPHONEDRAINAGE MACEDON RANGES SHIRE 5422 0333

ELECTRICITY POWERCOR 132 412GAS SP AUSNET 136 707

COMMUNICATIONS TELSTRA 132 203SEWER & WATER WESTERN WATER 1300 650 425

36. IN ANY EMERGENCY IF YOU BELIEVE LIFE OR PROPERTY IS THREATENED DONOT HESITATE TO CONTACT STATE EMERGENCY SERVICES ON TELEPHONE 000

14 5 6

7

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9

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11

1032

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HONEYSUCKLE LANE

OLD

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EFIE

LD R

OAD

TREE CHANGE WAY

GENERAL DESIGN DETAIL PLAN NOTES

APPLIES IN ALL CASES UNLESS STATED OTHERWISE· ALL KERB IS TO BE MODIFIED SM2 (IDM SD 100 - SM2-M)

UNLESS OTHERWISE SHOWN· ALL KERB RETURNS ARE 8.0m RADIUS TO BoK· ALL DRIVEWAYS ARE AS PER IDM SD 240· CONCRETE FOOTPATH 1.5m WIDE, BL O/S AS SHOWN· ALL EASEMENT DRAINAGE PIPES, PITS & RISERS ARE 1.0m

O/S REAR & SIDE BOUNDARIES· LEVEL 1 SUPERVISION REQUIRED FOR LOT EARTHWORKS

UNLESS SPECIFIED OTHERWISE - REFER GENERAL NOTESABOVE 300mm

· ALL LOTS TO HAVE CATCH DRAINS ALONG SIDE & REARBOUNDARIES

· CONTOUR INTERVAL 0.2m

WARNING







PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R02


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

OVERALL DEVELOPMENT PLAN

2


SCALE:0

1:100010 5040302010

MGA

94

ZONE

55

1139001-R061139001-R03

1139001-R04

1139001-R05

>>

>

>>

>>

>>

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>>

>>

>

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>

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//

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//

//

//

//

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//

//

//

//

//

//

//

//

//

//

/

/

S

/

//

//

/

/

S

S

SS

SS

SS

SS

SS

SS

SS

S

SS

HH

H

HH

HH

HH

HH

HH

H H

H H

D AGD AG

D AGD AG

D AGD AG

D AGD AG

D AG

D AGD AG

D AGD AG

D AGD AG

D AGD AG

D AG D AG D AGD AG

D AGD AG

D AG

D AG D AG D AG D AGD AG

D AGD AG

D AGD AG

D AGD AG

D AGD AG

D AGD AG

D AGD AG

D AGW

WW

WW

WW

WW

WW

WW

WW

WW W

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GW

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1

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E

E

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EX EEX E

EX EEX E

EX EEX E

EX EEX E

EX EEX E

EX E

EX EEX E

EX WEX W

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX T

EX E

EX E

EX E

EX E

EX EEX EEX EEX E

EX E

EX EEX E

EX EEX E

EX E

EX TEX T

EX TEX T

EX TEX T

EX T

EX T

EX EEX E

EX EEX E

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX W

EX WEX WEX W

EX WEX W

EX W

EX GEX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX TEX T

EX TEX T

EX TEX T

EX TEX T EX T

EX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX G

EX EEX E

EX E

E

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 G

E

E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

E

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX S

EX E

EX E

EX E

E

EX G

EX G

EX G

EX G

EX G

EX G

EX G

EX G

EX WEX W

EX W

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

E

E

E

EX SEX S

EX SEX S

EX SEX S

EX SEX S

TPCH113.86

CH40

CH50

CH60

CH70

CH80

CH110

PM 143RL 570.03m

PM COVER TO BERAISED TO MATCHFOOTPATH LEVEL

TBMSPIKE

RL 571.19m

TBMSPIKE

RL 570.03m

CH25.18

CH44.55

CH63.92

CH156.82

CH 0

CH 10

CH 20

CH 30

CH 40

CH 50

CH 60

CH 70

CH 80

CH 90

CH 100

CH 110

CH 120

CH 130

CH 140

CH 150

CH 146.71

CH90.26

1C

1D

2A

1E

1F

1G

4C

4B

4A

1

45

6

7

8

910

32

HONEYSUCKLE LANE

OLD

LANC

EFIE

LD R

OAD

200mmEDGE STRIP

SM2-M KERB & CHANNEL

SM2-

M KE

RB &

CHA

NNEL

R250

R250

3.00

3.00 3.00

3.003.00

3.00

3.00

3.00

3.00

1.50

1.50

1.50

4.00

2.50

3.501.50

1.50

1.50

1.50

1050

Ø RC

P

300Ø RCP

300Ø RCP

300Ø

RCP

300Ø RCP

900Ø

RCP

300Ø RCP

300Ø

RCP

3.00

1.30

1.30

2.00

2.00

1.10

EXISTING SEWER FLOWMETER PIT TO BE LOWEREDTO SPECIFIED DESIGN LEVEL(BY OTHERS)

1.85

1.5m FOOTPATH @ 0.05m O/S

1.5m

FOOT

PATH

@ 0.

30m

O/S

TELCO PIT COVER TOBE RAISED TO MATCHFOOTPATH LEVEL

EXISTING WATER METERTO BE REMOVED AND

RETURNED TOWESTERN WATER

POLE TO BE REMOVEDAS PART OF THE

ELECTRICAL WORKS(BY OTHERS)

POLE TO BE REMOVEDAS PART OF THEELECTRICAL WORKS(BY OTHERS)


300Ø RCP

R20

R18.5

4D








WARNING







PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R03


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

LAYOUT PLAN (SHEET 1 OF 2)

3

REFER TO 1139001-R04 FOR CONTINUATION


SCALE:0

1:5005 252015105

MGA

94

ZONE

55

>>

>>

>

EX D

EX D

>>

>

>

>>

>>

>>

>>

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>>>

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/

//

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EX D

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

/

S

/

//

//

/

/

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S

SS

SS

SS

SS

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SS

SS

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HH

H

H H

HH

HH

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H H

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D AG

D AGD AG

D AGD AG

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D AGD AG

D AGD AG

D AGD AG

D AGD AG

WW W

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1

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6

7

8

9

12

11

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EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX T

EX E

EX E

EX E

EX E

EX E

EX E

EX EEX T

EX TEX T

EX T

EX GEX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX G

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 G

E

E

E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

EX E

E

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX S

EX G

EX G

EX G

EX TEX T

EX TEX T

EX EEX E

EX EEX E

EX EEX E

EX EEX E

EX WEX W

EX WEX W

EX W

EX GEX G

EX GEX G

EX G

EX GEX G

EX GEX G

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

E

EX E

EX E

EX E

EX SEX S

EX SEX S

EX SEX S

CH0

CH10

CH20

CH30

CH40

CH50

CH60

CH70

CH80

PM 143RL 570.03m

TBM ARIVET

RL 570.31m

PM 143RL 570.03m

PM COVER TO BERAISED TO MATCHFOOTPATH LEVEL

TBMSPIKE

RL 571.19m

TBMSPIKE

RL 570.03m

CH90.26

1A

3A

1C

1D

1E

1F

1G

1B

1

45

6

7

8

9

12

11

10

32

OLD

LANC

EFIE

LD R

OAD

TREE CHANGE WAY

SM2-

M KE

RB &

CHA

NNEL

3.00

3.00

3.00

3.00

3.00

3.00

1.50

1.50

1.50

1.50

4.00

2.50

300Ø

RCP

1050

Ø RC

P300Ø RCP

300Ø RCP

300Ø

RCP

300Ø RCP

300Ø RCP

900Ø

RCP

3.00

1.30

1.30

2.00

2.00

1.10

1.55

CONSTRUCT KERB OUTLETINTO EXISTING OPEN DRAIN,

REFER DETAIL ON 1139001-R08

EXISTING SEWER FLOWMETER PIT TO BE LOWEREDTO SPECIFIED DESIGN LEVEL(BY OTHERS)

1.5m FOOTPATH @ 0.05m O/S

1.5m

FOOT

PATH

@ 0.

30m

O/S

TELCO PIT COVER TOBE RAISED TO MATCHFOOTPATH LEVEL

EXISTING WATER METERTO BE REMOVED AND

RETURNED TOWESTERN WATER



MATCH TELCOPIT TO FOOTPATH

R20

R18.5

CHASE OUT SUBSOIL DRAINAGEAS REQUIRED TO PROVIDE OUTLETINTO OPEN DRAIN WITH CONCRETESURROUND








WARNING







PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R04


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

LAYOUT PLAN (SHEET 2 OF 2)

4

REFER TO 1139001-R03 FOR CONTINUATION


SCALE:0

1:5005 252015105

MGA

94

ZONE

55

>>

>>

>>

>>

>>

>>

>>

>>

>>

>>

>

>>

>

>>

>>

>>

//

//

//

//

//

>>

>

D AGD AG

D AG

D AG

D AGD AG

D AG

D AGD AG

D AG D AG

D AG

D AG

WW

W

W

E

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX TEX T

EX EEX E

EX E

EX E

EX E

EX E

EX EEX EEX EEX E

EX E

EX TEX T

EX T

EX E

EX EEX E

EX E EX EEX E

EX EEX E

EX EEX E

EX WEX W

EX WEX W

EX W

EX GEX GEX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX GEX G

EX G

E

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX W

EX G

EX G

EX G

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX E

EX E

EX E

EX SEX S

EX SEX S

EX SEX S

EX SEX S

EX S

E

EX GEX G

EX G

EX G

EX G

EX G

EX G

EX G

EX G

EX G

EX G

EX G

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

EX O

/H E

TPCH113.86

CH110

CH156.82

CH 140 CH 150

CH 146.71

CH90.26

HONEYSUCKLE LANE

OLD

LANC

EFIE

LDRO

AD

200mm EDGE STRIP

SM2-M KERB &CHANNEL

SM2-

M KE

RB &

CHA

NNEL

1.5m FOOTPATH

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R05


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

INTERSECTION DETAILS

5








WARNING








SCALE:0

1:2502.5 12.5107.552.5

MGA

94

ZONE

55

0.00

2.00

4.00

4.75

5.00

6.00

8.00

9.75

10.00

12.00

14.00

14.75

16.00

17.87CHAINAGE

571.0

757

1.07

571.0

6

571.0

8

571.1

0

571.1

057

1.10

571.1

0

571.0

9

571.1

0

571.0

6

571.0

5

571.0

3

571.0

2

571.0

2

571.0

2

570.9

957

0.99

570.9

9

NATURAL SURFACE

571.0

0

571.0

1

571.0

3

571.0

3

571.0

3

571.0

4

571.0

5

571.0

5

571.0

5

571.0

4

571.0

3

571.0

2

571.0

1

570.9

9

DESIGN LIP OF KERB

R.L. 568.50

I.P. 5

71.00

I.P. 5

71.07

I.P. 5

70.99

CH 23

.52

CH 18

.52

CH 5.00

CH 0.00CH

0.00

CH 5.

00

CH 17.87

R8

R8

POLE TO BE REMOVEDAS PART OF THE

ELECTRICAL WORKS

0.67% -0.89%

10.00

0.00

2.00

4.00

5.00

6.00

8.00

10.00

12.00

13.01

14.00

16.00

17.00

18.00

18.52

20.00

21.00

22.00

23.52CHAINAGE

570.9

857

0.98

570.9

4

570.9

9

570.9

957

0.99

570.9

9

570.9

9

570.9

9

571.0

3

571.0

5

571.0

6

571.0

6

571.0

8

571.0

8

571.0

7

571.0

857

1.08

571.0

8

571.1

2

571.1

3

571.1

3

571.1

357

1.13

571.1

3

NATURAL SURFACE

570.9

9

571.0

0

571.0

1

571.0

1

571.0

2

571.0

3

571.0

4

571.0

5

571.0

6

571.0

6

571.0

6

571.0

6

571.0

6

571.0

5

571.0

4

571.0

3

571.0

2

571.0

0

DESIGN LIP OF KERB

571.0

3

571.0

4

571.0

5

571.0

6

571.0

6

571.0

8

571.0

9

571.1

0

571.1

0

571.1

1

571.1

1

571.1

0

571.1

0

571.1

0

571.0

8

571.0

7

571.0

6

571.0

4

DESIGN BACK OF KERB

R.L. 568.50

I.P. 5

70.99

I.P. 5

71.08

I.P. 5

71.00

-1.25%

8.00

0.53%

NS 568.06NS 568.81 NS 569.04 NS 569.28

NS 569.78NS 570.32

NS 570.70

NS 570.65

NS 570.35

NS 570.31

NS 569.37

NS 570.12NS 570.04

NS 571.40

NS 571.24

NS 571.22

NS 571.03

NS 570.48

NS 570.38

NS 570.30

NS 568.83NS 569.40

NS 570.00

NS 568.89

NS 569.85

NS 568.10

NS 567.34

NS 567.77 NS 568.37

NS 568.52

NS 570.31

FS 568.10FS 568.89

NS 570.28

NS 570.27

NS 568.71

14

56

7

8

9

12

11

10

32

14

56

7

8

9

12

11

10

32

FS 570.55FS 570.91

FS 569.96

FS 569.39FS 569.19

FS 568.97

FS 568.06

FS 567.77 FS 568.37

FS 568.52FS 568.71

FS 568.83

FS 567.34

FS 569.85

FS 570.04

FS 570.12

FS 570.28

FS 570.24

FS 570.45

FS 570.52

FS 570.58

FS 571.03

FS 571.30

FS 571.25

FS 571.22

FS 570.65

FS 570.35

FS 570.31

FS 570.00

FS 569.40

FS 569.37

FS 570.31








WARNING







PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

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DOC

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IS T

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OF

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TO

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THAT

THI

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A C

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NT C

OPY

AND

SUIT

ABLE

FOR

THE

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POSE

D US

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HIS

SHEE

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CON

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WIT

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DESI

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3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R06


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

PROPOSED EARTHWORKS PLAN

6


SCALE:0

1:7507.5 37.53022.5157.5

MGA

94

ZONE

55

HONEYSUCKLE LANE

OLD

LANC

EFIE

LD R

OAD

4 0.20 0.27

CUT & FILL TABLENo MIN CUT MAX CUT COLOUR

1

2

3

-0.39

-0.20

0.02

-0.20

-0.02

0.20

NOTE: -VE DENOTES CUT & +VE DENOTES FILLDEPTHS SHOWN ARE A COMPARISON BETWEEN THE

FINISHED SURFACE AND THE NATURAL SURFACENO ALLOWANCE HAS BEEN MADE FOR THE

STRIPPING OF TOPSOILDEPTHS DO NOT ALLOW FOR ANY EXCAVATION OFMATERIAL BELOW THE FINISHED SURFACE LEVEL

IE. EXCAVATION OF ROAD SUBGRAGE ANDTRENCHING

REFER TO CROSS SECTIONS FOR FURTHER DETAILS

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

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AN IS

AN

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DOC

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IS T

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NSIB

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OF

THE

USER

TO

CONF

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THAT

THI

S IS

A C

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NT C

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AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

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E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

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OF T

HIS

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AND

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PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R07


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

TYPICAL DETAILS (SHEET 1 OF 2)

7


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

0

-5.0% 2.5% 7.7%-3.2%

1 in 4.0 1 in 4.0-3.0% -3.0% 2.0%-8.0%

2.5% -5.0%C L

PROP

ERTY

BOUN

DARY

PROP

ERTY

BOUN

DARY

PROP

ERTY

BOUN

DARY

0.90TEL

2.3WATER

3.80ELEC

20.12ROAD RESERVE

1.50FOOTPATH 0.05

3.80-5.30NATURE

STRIP7.60

3.40PARKING & THROUGH LANE

3.40PARKING & THROUGH LANE

HONEYSUCKLE LANESCALE 1:100

MODIFIED SM2KERB & CHANNEL

EDGESTRIP300mm

2.50-3.50WATER

4.80GAS

1.10SEWER

VARIESTEL

RCPPAVEMENTSEE DETAIL

125mm THICKCONCRETEFOOTPATH

OLD LANCEFIELD ROAD - CH:0.00-100.00SCALE 1:100

1.50TEL

2.30ELEC

4.50WATER

6.00GAS

1.50FOOTPATH0.30 3.20

NATURESTRIP 1.50

7.15AREA OF WORKS

-10.0% -3.0%

PROP

ERTY

BOUN

DARY

1.50TEL

2.30ELEC

4.50WATER

6.00GAS

OLD LANCEFIELD ROAD - CH:100.00-113.86SCALE 1:100

7.15AREA OF WORKS

SAW

1.505.45NATURESTRIP

EDGESTRIP300mm

MODIFIED SM2KERB & CHANNEL

SAW

100Ø AGDRAINAGE PIPEAS PER MRSCSTD-DWG: 025




REFER TO VICROADS PAVEMENTJOINTING DETAIL FOR

INTERSECTING PAVEMENTDS

EXISTINGROAD PAVEMENT

EXISTINGROAD PAVEMENT

REFER TO VICROADS PAVEMENTJOINTING DETAIL FOR

INTERSECTING PAVEMENTDS

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

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DATE

D. IT

IS T

HE R

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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

ST B

E RE

AD IN

CON

JUNC

TION

WIT

H AL

L SHE

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OF T

HIS

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AND

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ACCO

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DOC

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DEND

\ENG

INEE

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\CIV

IL3D\

CURR

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DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R08


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

TYPICAL DETAILS (SHEET 2 OF 2)

8


SCALE AS SHOWN

SM2-M MODIFIED KERB & CHANNEL

210mm COMPACTED DEPTH OF20mm CLASS 3 CRUSHED ROCK


40mm DEPTH SIZE 10 TYPE N CLASS 3201 IN 30

REFER SUBGRADE NOTE

300mm MIN

200m

m MI

N

150mm

BACKFILL

300m

m MI

N

100mm PVC CLASS 400AG PIPE

14mm SCREENINGS50mm THICK MIN

DEPTH

14mmSCREENINGS

TYPICAL PAVEMENT DETAIL-OLD LANCEFIELD ROAD

(NOT TO SCALE)

PAVEMENT NOTES:

1. AGRICULTURAL DRAIN TO BE MIN 300mm BELOW BOTTOM OF ROAD PAVEMENT WITH CLEARANCE TO ALL SERVICE CONDUITS2. SCREENING IN A.G. TRENCH TO BE 20mm ONE SIZE AND TO EXTEND TO BOTTOM OF KERB AND CHANNEL3. CLASS 400 PIPE TO BE USED AT BACK OF KERB OR IN NON-TRAFFICABLE AREAS AND BACKFILLED WITH 20mm SCREENINGS4. CLASS 1000 PIPE TO BE USED IN TRAFFICABLE AREAS AND BACKFILLED WITH NO-FINES CONCRETE5. USE OF SCORIA SCREENINGS IS NOT PERMITTED6. WHERE SUBGRADE IMPROVEMENT IS UNDERTAKEN IN ISOLATED AREAS, THE AFFECTED AREA IS TO BE EXCAVATED AND

REPLACED WITH A LAYER OF 250mm DEPTH CLASS 3 FCR, COMPACTED TO 98% STANDARD.7. SUBGRADE TO BE IMPROVED VIA LIME & CEMENT STABILISATION TO ACHIEVE MINIMUM CBR VALUE OF 10.

7.1. A TYPICAL VALUE OF 3% LIME AND CEMENT STABILISATION 300mm THICK CAN BE CONSIDERED, OR;7.2. ALTERNATIVELY ADDITIONAL SUB-BASE LAYER OF 250mm DEPTH 3% CEMENT STABILISED CL.3 CRUSHED ROCK.7.3. STABILISED SUB-GRADE CBR TO BE VERIFIED TO SATISFACTION OF COUNCIL BY INDEPENDENT GEOTECHNICAL ENGINEER

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

9. PRIOR TO PLACEMENT OF THE FILL MATERIAL UNDER NEW PAVEMENT, APPROVAL OF THE MATERIAL TO BE USED MUST BEOBTAINED FROM COUNCIL.

PRIME

AREA WEARING COURSE BASE SUB-BASE CAPPING LAYER NOTES

OLD LANCEFILEDFULL DEPTH 40mm THICK SIZE 10mm TYPE 'N' ASPHALT 150mm THICK SIZE 20mm CLASS 2 FCR 210mm THICK SIZE 20mm CLASS 3 FCR 150mm COMPACTED DEPTH VIC ROADS TYPE-A MATERIAL

PROVIDE 150mm DEPTH OF VICROADS TYPE A CAPPINGMATERIAL TO PROVIDE CAPPING LAYER BETWEEN

SUBGRADE AND PAVEMENT. CAPPING LAYER TO BECOMPACTED TO ACHIEVE MINIMUM 3% CBR.

HONEYSUCKLEFULL DEPTH 30mm THICK SIZE 10mm TYPE 'N' ASPHALT 250mm THICK SIZE 20mm CLASS 2 FCR 220mm THICK SIZE 20mm CLASS 3 FCR

SUBGRADE TO BE PREPARED TO ACHIEVE MINIMUM 5% CBR.AREAS UNABLE TO ACHIEVE COMPACTION TO BE REMOVED

AND REPLACED WITH CLASS 3 CRUSHED ROCK TO AMINIMUM DEPTH OF 200mm

INTERNALCONCRETEDRIVEWAY

125mm REINFORCED CONCRETE 32MPa WITH SL 82 MESH 75mm THICK SIZE 20mm CLASS 3 FCR

CONCRETEDRIVEWAY 150mm REINFORCED CONCRETE 32MPa WITH SL 82 MESH 75mm THICK SIZE 20mm CLASS 3 FCR JOINTING ETC AS PER MRSC STANDARDS

CONCRETEFOOTPATH 125mm REINFORCED CONCRETE 25MPa WITH SL 72 MESH 75mm THICK SIZE 20mm CLASS 3 FCR JOINTING ETC AS PER MRSC STANDARDS

TYPICAL VICROADS PAVEMENTLONGITUDINAL JOINTING DETAIL

OLD LANCEFIELD ROADNOT TO SCALE

WEARING COURSE - SEE SPECIFICATION BELOW

BASE - SEE SPECIFICATION BELOW

LONGITUDINALJOINTS FORLAYERS TO

OCCUR WITHIN300mm OF EDGE

LANE OR CENTREOF LANE

NOMI

NATE

DSA

WCU

T LIN

E

0.30 M

IN

300mm MIN

NO FINES CONCRETE FILTER MEDIUMTO CL. 702.05(D) OF VICROADS

STANDARD SPECIFICATION



DEPTH

SUB-BASE - SEE SPECIFICATION BELOW

CAPPING LAYER

GEOFABRIC LINER

SUBSOIL DRAINAGE TO BECONSTRUCTED AS PER TYPE 2

PAVEMENT DRAINAGEVICROADS STD DWG SD1601

150 150

REFER SUBGRADE NOTE

SM2-M MODIFIED KERB & CHANNEL



30mm DEPTH SIZE 10 TYPE N CLASS 3201 IN 30

REFER SUBGRADE NOTE

300mm MIN

200m

m MI

N

150mm

BACKFILL

300m

m MI

N



DEPTH

14mmSCREENINGS

TYPICAL PAVEMENT DETAIL-HONEYSUCKLE LANE

(NOT TO SCALE)

PRIME

150mm COMPACTED DEPTH OFVIC ROADS TYPE A MATERIALOR EQUIVALENT CAPPING LAYER

PLAN - KERB & CHANNEL OUTLET CHUTENOT TO SCALE

SECTION Z-ZNOT TO SCALE

KERB LIP

R1 R1

0.30 1.00 0.30

LINE OF KERB

LINE

OF K

ERB

1.00 2.00

1.60

2.00

SLOPE 5%

NOMINAL 100-150mm ROCKSPALLS PRESSED INTO 75mmTHICK CONCRETE BASE. MATCHTO EXISTING OPEN DRAIN

NOMINAL 100-150mm ROCKSPALLS PRESSED INTO 75mmTHICK CONCRETE BASE. MATCHTO EXISTING OPEN DRAIN

Z

Z

KERB BACK

KERB INVERT

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

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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ATE:

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/2018

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\CIV

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CURR

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DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R09


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

OLD LANCEFIELD LONG SECTION - LIP OF KERB

8


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

0

0.00

2.26

10.89

18.89

26.89

32.93

35.53

42.93

52.93

56.04

56.36

63.54

71.04

73.89

92.89

96.71

101.8

1

109.3

1

113.8

7

CHAINAGE

569.9

756

9.97

570.0

2

570.1

3

570.2

6

570.3

4

570.4

1

570.4

0

570.4

8

570.6

1

570.6

6

570.6

6

570.7

7

570.8

5

570.8

7

571.0

1

571.0

5

571.0

8

571.0

2

570.9

9

NATURAL SURFACE @ LIP OF KERB

569.9

7

570.0

0

570.1

5

570.2

7

570.3

6

570.4

2

570.4

5

570.5

3

570.6

7

570.7

1

570.7

2

570.8

1

570.8

8

570.9

0

571.0

5

571.0

7

571.0

8

571.0

4

570.9

9

DESIGN LIP OF KERB

570.2

2

570.3

1

570.3

9

570.4

7

570.5

3

570.5

6

570.7

4

570.9

9

571.0

7

571.0

8

571.1

5

571.2

4

571.2

7

571.2

1

Cres

t Ch 1

00.82

RL 5

71.08

R.L. 566.00

94.31

571.0

357

1.06

DESIGN LEFT INSIDE\ROADSIDE OF PATH

16.00

1.66% 1.02% 1.44%

20.00

2.47% 1.09%

15.00

-0.28%

0.77%

15.00

-1.00%

1.04%

DESIGN CL

DESIGN LEFT INSIDE\ROADSIDE OF PATH

RL569.00

CH 0.00

-8.15

-7.15

-6.80

-6.77

-5.30

-2.10

-1.50 0.0

0

1.00

OFFSETS

-0.03

-0.02 0.0

7-0

.01 0.00

CUT \ FILL

570.1

857

0.17

570.1

757

0.13

570.0

056

9.96

570.0

0

DESIGN SURFACE

2.5%4.0%

-3.0%

RL569.00

CH 10.00

-9.10

-8.10

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.03

0.01

0.06

0.07

0.02

0.00

570.3

0

570.3

557

0.33

570.3

0

570.1

857

0.13

570.1

8

-5.0% 2.5%3.7%

-2.9%

RL569.00

CH 10.89

-9.30

-8.30

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.03

0.01

0.07

0.08

0.02

0.00

570.3

0

570.3

657

0.34

570.3

1

570.1

957

0.15

570.1

9

-5.0% 2.5% 3.6%-2.9%

RL569.50

CH 18.89

-10.9

4-9

.94

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.15

0.13

0.13

0.08

0.01

0.00

570.3

0

570.4

457

0.43

570.3

9

570.3

157

0.27

570.3

1

-5.0% 2.5% 2.4%-3.2%

RL569.50

CH 20.00

-10.8

6-9

.86

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.15

0.14

0.13

0.08

0.01

0.00

570.3

2

570.4

557

0.44

570.4

0

570.3

357

0.28

570.3

3

-5.0% 2.5% 2.3%-3.1%

RL569.50

CH 26.89

-10.0

4-9

.04

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.13

0.14

0.22

0.07

0.02

0.00

570.4

3

570.5

257

0.51

570.4

7

570.4

157

0.36

570.4

1

-5.0% 2.5% 2.1%-3.1%

RL569.50

CH 30.00

-10.6

1-9

.61

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.10

0.11

0.19

0.04

0.00

0.00

570.4

3

570.5

657

0.54

570.5

0

570.4

457

0.39

570.4

4

-5.0% 2.5% 2.1%-3.0%

RL569.50

CH 32.93

-11.1

5-1

0.15

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.10

0.08

0.16

0.10

0.01

0.00

570.4

4

570.5

957

0.57

570.5

3

570.4

757

0.42

570.4

6

-5.0% 2.5% 2.1%-2.8%

RL569.50

CH 40.00

-12.5

3-1

1.53

-7.15

-6.80

-5.30

-3.57

-2.10

-1.50 0.0

0

1.00

0.00

0.08

0.06

0.15

0.07

0.15

0.07

0.00

570.5

0

570.7

257

0.71

570.6

7

570.6

0

570.5

457

0.50

570.5

5-5.0%

2.5%4.0%

-3.1%

RL569.50

CH 42.93

-12.5

9-1

1.59

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.11

0.08

0.10

0.15

0.06

0.00

570.5

7

570.8

057

0.78

570.7

4

570.5

857

0.53

570.5

8

-5.0%2.5%

5.2%-3.0%

RL569.50

CH 50.00

-12.5

7-1

1.57

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

0.02

-0.01 0.1

3

0.17

0.05

0.00

570.7

5

570.9

757

0.96

570.9

2

570.6

757

0.63

570.6

7

-5.0%2.5%

7.7%-3.2%

RL569.50

CH 52.93

-8.30

-7.30

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.01

-0.05 0.0

9

0.15

0.06

0.00

571.0

557

1.04

571.0

357

0.99

570.7

157

0.67

570.7

2

2.5%8.7%

-3.3%

RL570.00

CH 56.04

-8.71

-7.71

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.05

-0.08 0.0

2

0.14

0.06

0.00

571.1

557

1.12

571.1

1

571.0

7

570.7

657

0.71

570.7

7

2.5%9.2%

-3.3%

RL570.00

CH 60.00

-9.54

-8.54

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.10

-0.12 0.0

0

0.10

0.06

0.00

571.2

4

571.1

757

1.15

571.1

2

570.8

157

0.77

570.8

1

5.0% 2.5%9.5%

-3.0%

RL570.00

CH 63.54

-9.70

-8.70

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.11

-0.13

-0.02 0.0

70.0

4

0.00

571.2

8

571.2

157

1.19

571.1

5

570.8

557

0.81

570.8

5

5.0% 2.5%9.4%

-2.8%

RL570.00

CH 70.00

-9.51

-8.51

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.10

-0.13

-0.03 0.0

40.0

3

0.00

571.3

4

571.2

857

1.26

571.2

3

570.9

257

0.87

570.9

0

5.0% 2.5%9.7%

-2.2%

RL570.00

CH 71.04

-9.47

-8.47

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.10

-0.12

-0.03 0.0

40.0

3

0.00

571.3

5

571.2

957

1.27

571.2

4

570.9

257

0.88

570.9

1

5.0% 2.5%9.8%

-2.0%

RL570.00

CH 80.00

-8.48

-7.48

-7.15

-6.80

-5.30

-2.10

-1.50 0.0

0

1.00

0.00

-0.02

-0.04 0.0

0

0.07

0.02

0.00

571.3

257

1.30

571.2

9

571.2

5

570.9

957

0.95

570.9

8

2.5%8.1%

-2.3%

RL570.00

CH 90.26

-12.6

0-1

1.60

-9.97

-8.85

-7.35

-2.10

-1.50 0.0

0

1.00

0.00

0.09

0.05

0.01

0.09

0.04

0.00

571.2

2

571.3

0

571.2

6

571.2

2

571.0

757

1.03

571.0

5

-5.0% 4.0% 2.5%2.8%

-2.0%

RL570.00

CH 113.85

-3.68

-2.68

-2.05

-1.70

-1.50 0.0

0

1.00

0.00

0.04

0.01

0.00

0.00

570.9

557

1.01

570.9

957

0.99

571.0

4

-3.3%

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

D. IT

IS T

HE R

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NSIB

ILITY

OF

THE

USER

TO

CONF

IRM

THAT

THI

S IS

A C

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NT C

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AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

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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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R10


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

OLD LANCEFIELD RD CROSS SECTIONS

10


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

0

0.00

5.00

10.00

14.00

20.00

25.00

25.18

30.00

40.00

44.55

50.00

60.00

63.92

70.00

80.00

80.47

90.00

95.47

100.0

0

110.0

0

110.4

7

120.0

0

130.0

0

140.0

0

143.0

0

147.8

8

148.0

0

150.0

0

153.0

0

155.3

2

156.8

2

CHAINAGE

567.4

856

7.48

567.6

1

567.7

3

567.8

2

568.0

1

568.1

6

568.1

756

8.17

568.1

7

568.3

0

568.6

2

568.7

756

8.77

568.7

7

568.9

8

569.3

3

569.4

556

9.45

569.4

5

569.6

4

569.9

5

569.9

7

570.2

3

570.3

5

570.4

4

570.6

3

570.6

3

570.8

1

570.9

9

571.1

4

571.1

6

571.1

6

571.1

6

571.1

4

571.1

1

571.0

8

571.1

157

1.11

NATURAL SURFACE

567.4

8

567.6

1

567.7

3

567.8

2

568.0

1

568.1

6

568.1

7

568.3

3

568.6

7

568.8

2

569.0

0

569.3

3

569.4

7

569.6

7

570.0

0

570.0

2

570.3

1

570.4

4

570.5

4

570.7

0

570.7

1

570.8

3

570.9

5

571.0

8

571.1

1

571.1

4

571.1

4

571.1

4

571.1

1

571.0

8

571.1

1

DESIGN C.L.

568.2

0

568.4

0

568.8

1

569.0

0

569.1

8

569.5

0

569.6

2

569.8

2

570.1

1

570.1

2

570.4

0

570.5

5

570.6

3

570.8

1

570.8

2

570.9

9

571.1

4

571.1

8

571.1

9

571.2

0

571.2

0

571.2

2

571.2

6

571.2

3

571.2

6

R.L. 565.00

DESIGN RIGHT INSIDE\ROADSIDE OF PATH

1.62%-1.31%

10.00

1.25%

30.00

3.34%3.11%2.35%2.68%

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R11


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

HONEYSUCKLE LN LONG SECTION

11


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

0

DESIGN CL

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

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\CIV

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CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R12


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

HONEYSUCKLE LN CROSS SECTIONS (SHEET 1 OF 3)

12


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

0

RL566.00

CH 0.00

-4.83

-3.83

-3.60

-3.40 0.0

0

1.00

OFFSETS

0.00

0.04

0.03

0.00

CUT \ FILL

567.0

756

7.13

567.1

4

567.4

8

DESIGN SURFACE

1 in 10.0

RL566.50

CH 5.00

-6.30

-5.30

-4.90

-4.60

-3.60

-3.40 0.0

0

1.00

0.00

-0.19

-0.25

-0.03 0.0

1

0.00

567.1

656

7.06

567.0

656

7.31

567.3

2

567.6

1

1 in 4.

0

-8.6%

RL566.50

CH 10.00

-7.32

-6.32

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

1.00

0.00

-0.11

-0.37

-0.37 0.0

00.0

5

0.00

567.5

856

7.47

567.2

256

7.22

567.4

756

7.48

567.7

3

1 in 4.0 1 in 4.

0

-7.2%

RL566.50

CH 14.00

-7.91

-6.91

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

1.00

0.00

-0.14

-0.28

-0.26 0.0

10.0

8

0.00

567.8

6

567.6

0

567.3

556

7.35

567.6

056

7.61

567.8

2

1 in 4.01 in 4.0 1 in

4.0

-6.1%

RL567.00

CH 20.00

-7.16

-6.16

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

1.00

0.00

-0.08

-0.31

-0.31 0.0

40.1

1

0.00

567.9

156

7.85

567.6

056

7.60

567.8

556

7.86

568.0

1

1 in 4.0 1 in 4.

0

-4.4%

RL567.00

CH 25.18

-7.19

-6.19

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

7.75

9.25

9.30

11.69

12.69

0.00

-0.07

-0.29

-0.29 0.0

90.1

1

0.00

0.02

0.00

0.10

0.12

0.12

0.00

568.1

456

8.07

567.8

256

7.82

568.0

756

8.07

568.1

7

568.0

756

8.11

568.2

0

568.2

456

8.24

568.1

2

1 in 4.0 1 in 4.

0

-3.0% -3.0% 2.2% 2.5% -5.0%

RL567.50

CH 30.00

-7.05

-6.05

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

7.80

9.30

9.35

10.23

11.23

0.00

-0.02

-0.28

-0.32 0.1

00.1

0

0.03

-0.10

-0.08

-0.01 0.0

30.0

40.0

0

568.2

756

8.23

567.9

856

7.98

568.2

356

8.23

568.3

3

568.2

356

8.27

568.4

0

568.4

356

8.44

568.3

9

1 in 4.0 1 in 4.

0

-3.0% -3.0% 3.2%2.5%

RL567.50

CH 34.86

-7.61

-6.61

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

7.94

9.44

9.49

11.45

12.45

0.00

-0.13

-0.32

-0.30 0.1

10.1

0

0.04

-0.16

-0.14

-0.05 0.0

80.0

8

0.00

568.5

756

8.39

568.1

456

8.14

568.3

956

8.39

568.4

9

568.3

956

8.44

568.6

0

568.6

456

8.64

568.5

4

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.1%

2.5% -5.0%

RL567.50

CH 40.00

-7.42

-6.42

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

8.20

9.70

9.76

12.86

13.86

0.00

-0.11

-0.30

-0.28 0.1

20.1

1

0.05

-0.18

-0.18

-0.04 0.1

30.1

3

0.00

568.6

956

8.56

568.3

156

8.31

568.5

656

8.56

568.6

7

568.5

656

8.61

568.8

1

568.8

556

8.85

568.7

0

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.8%

2.5% -5.0%

RL568.00

CH 44.55

-7.14

-6.14

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

8.53

10.03

10.08

13.67

14.67

0.00

-0.05

-0.27

-0.25 0.0

90.1

2

0.05

-0.13

-0.13 0.0

4

0.18

0.18

0.00

568.7

756

8.72

568.4

756

8.47

568.7

256

8.72

568.8

2

568.7

256

8.76

569.0

0

569.0

456

9.04

568.8

6

1 in 4.0 1 in 4.

0

-3.0% -3.0%5.3%

2.5% -5.0%

RL568.00

CH 50.00

-7.17

-6.17

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

8.88

10.38

10.43

13.50

14.50

0.00

-0.06

-0.31

-0.32 0.0

30.0

9

0.02

-0.08

-0.04 0.1

6

0.15

0.15

0.00

568.9

756

8.90

568.6

556

8.65

568.9

056

8.90

569.0

0

568.9

056

8.94

569.1

8

569.2

256

9.22

569.0

7

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.9%

2.5% -5.0%

RL568.00

CH 54.23

-7.31

-6.31

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.07

10.57

10.62

13.16

14.16

0.00

-0.11

-0.38

-0.35 0.0

10.0

6

0.01

-0.06 0.0

0

0.13

0.12

0.12

0.00

569.1

456

9.04

568.7

956

8.79

569.0

456

9.04

569.1

4

569.0

456

9.08

569.3

1

569.3

556

9.35

569.2

3

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.5%

2.5% -5.0%

RL568.50

CH 60.00

-7.33

-6.33

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.22

10.72

10.77

14.23

15.00

15.23

0.00

-0.12

-0.38

-0.35 0.0

00.0

5

0.00

-0.05 0.0

1

0.19

0.24

0.24

0.00

569.3

456

9.23

568.9

856

8.98

569.2

356

9.23

569.3

3

569.2

356

9.28

569.5

0

569.5

356

9.53

569.3

6

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.2%

2.5% -5.0%

RL568.50

CH 63.92

-7.25

-6.25

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

13.54

14.54

0.00

-0.10

-0.38

-0.35 0.0

00.0

5

0.01

-0.05

-0.01 0.1

4

0.19

0.19

0.00

569.4

556

9.36

569.1

156

9.11

569.3

656

9.36

569.4

7

569.3

656

9.41

569.6

2

569.6

656

9.66

569.5

2

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.0%

2.5% -5.0%

RL568.50

CH 70.00

-7.13

-6.13

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

14.71

15.00

15.71

0.00

-0.06

-0.34

-0.33 0.0

20.0

7

0.03

-0.08

-0.03 0.0

8

0.13

0.13

0.00

569.6

256

9.57

569.3

256

9.32

569.5

756

9.57

569.6

7

569.5

756

9.61

569.8

2

569.8

556

9.86

569.6

6

1 in 4.0 1 in 4.

0

-3.0% -3.0%3.9%

2.5% -5.0%

RL569.00

CH 80.47

-6.93

-5.93

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

15.68

16.68

0.00

0.01

-0.23

-0.22 0.1

10.1

4

0.05

-0.03 0.0

0

0.14

0.19

0.20

0.00

569.9

156

9.92

569.6

756

9.67

569.9

256

9.92

570.0

2

569.9

256

9.96

570.1

2

570.1

657

0.16

569.9

2

1 in 4.0 1 in 4.

0

-3.0% -3.0%3.1%

2.5%-5.0%

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R13


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

HONEYSUCKLE LN CROSS SECTIONS (SHEET 2 OF 3)

13


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

0

RL569.50

CH 90.00

-7.03

-6.03

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

14.56

15.00

15.56OFFSETS

0.00

-0.03

-0.26

-0.24 0.1

20.1

3

0.07

-0.03 0.0

1

0.16

0.21

0.21

0.00

CUT \ FILL

570.2

457

0.20

569.9

556

9.95

570.2

057

0.20

570.3

1

570.2

057

0.25

570.4

0

570.4

457

0.44

570.2

5

DESIGN SURFACE

1 in 4.0 1 in 4.

0

-3.0% -3.0%2.9%

2.5% -5.0%

RL569.50

CH 95.47

-6.94

-5.94

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

16.41

17.41

0.00

-0.01

-0.23

-0.22 0.1

40.1

4

0.09

-0.02

-0.01 0.1

3

0.19

0.19

0.00

570.3

557

0.34

570.0

957

0.09

570.3

457

0.34

570.4

4

570.3

457

0.38

570.5

5

570.5

957

0.59

570.3

1

1 in 4.0 1 in 4.

0

-3.0% -3.0%3.1%

2.5%-5.0%

RL569.50

CH 100.00

-6.97

-5.97

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

15.77

16.77

0.00

0.02

-0.21

-0.20 0.1

60.1

4

0.10

0.00

0.02

0.13

0.19

0.19

0.00

570.4

257

0.44

570.1

957

0.19

570.4

457

0.44

570.5

4

570.4

457

0.48

570.6

3

570.6

757

0.67

570.4

2

1 in 4.0 1 in 4.

0

-3.0% -3.0%2.8%

2.5%-5.0%

RL569.50

CH 110.47

-7.00

-6.00

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

13.75

14.75

0.00

-0.02

-0.25

-0.24 0.1

30.1

1

0.07

0.01

0.02

0.12

0.14

0.14

0.00

570.6

357

0.61

570.3

657

0.36

570.6

157

0.61

570.7

1

570.6

157

0.65

570.8

2

570.8

557

0.86

570.7

1

1 in 4.0 1 in 4.

0-3.0% -3.0%

3.2%2.5% -5.0%

RL570.00

CH 120.00

-7.27

-6.27

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.25

10.75

10.80

15.37

16.37

0.00

-0.11

-0.34

-0.34 0.0

70.0

6

0.02

0.04

0.06

0.17

0.22

0.22

0.00

570.8

257

0.72

570.4

757

0.47

570.7

257

0.72

570.8

3

570.7

257

0.77

570.9

9

571.0

257

1.02

570.8

0

1 in 4.0 1 in 4.

0

-3.0% -3.0%4.1%

2.5%-5.0%

RL570.00

CH 130.00

-6.90

-5.90

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

9.20

10.70

10.80

14.43

15.00

15.43

0.00

0.00

-0.30

-0.31

-0.03

-0.04

-0.04

-0.06

-0.05 0.1

2

0.17

0.17

0.00

570.8

557

0.85

570.6

057

0.60

570.8

557

0.85

570.9

5

570.8

557

0.89

571.1

4

571.1

857

1.18

571.0

0

1 in 4.0 1 in 4.

0-3.0% -3.0%

4.8%2.5% -5.0%

RL570.00

CH 140.00

-6.98

-5.98

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

6.30

7.80

12.39

13.39

0.00

-0.02

-0.29

-0.29

-0.09

-0.10

-0.06

-0.18

-0.19

-0.03 0.0

1

0.00

570.9

957

0.97

570.7

257

0.72

570.9

757

0.97

571.0

8

570.9

757

1.02

571.1

8

571.2

1

571.1

4

1 in 4.0 1 in 4.

0

-3.0% -3.0% 6.8%2.5% -5.0%

RL570.00

CH 146.71

-6.94

-5.94

-5.90

-4.90

-4.60

-3.60

-3.40 0.0

0

3.40

4.00

5.82

7.32

11.87

12.29

13.29

0.00

0.01

-0.27

-0.28

-0.05

-0.06

-0.01

-0.04

-0.05 0.0

0

0.04

0.02

0.00

571.0

357

1.04

570.7

957

0.79

571.0

457

1.04

571.1

4

571.0

457

1.09

571.2

0

571.2

4

571.2

457

1.22

1 in 4.0 1 in 4.

0

-3.0% -3.0% 6.2%2.5%

7.80

0.01

571.2

0

0.00

2.49

2.49

567.1

1

567.4

5

565.8

9

565.9

0

1.22

1.55

1:200.0 (0.50%)

300Ø CL3 RRJ1.1

84.574.7

566.1

9

566.2

0

1A 1B

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

DATUM RL 563.5PIPE GRADE (SLOPE)

PIPE DETAILSPART VELOCITY (m/s)

CAPACITY (l/s)FLOW (l/s)

H.G.L.

47.35

44.86

567.8

2

565.9

2

566.1

4

1.53

1.68

1:200.0 (0.50%)

1050Ø CL3 RRJ1.0

2373.460.7

567.2

0

567.2

1

1C

66.93

19.58

568.6

5

566.9

1

567.1

1

0.91

1.54

1:100.0 (1.00%)

300Ø CL3 RRJ1.4

120.346.4

567.2

1

567.4

1

1D

127.3

3

60.40

570.2

6

567.7

3

569.2

4

0.92

1.02

1:40.0 (2.50%)

300Ø CL3 RRJ1.9

191.344.3

568.3

0

569.5

4

1E

140.3

6

13.03

570.4

8

569.2

6

569.5

2

1.00

0.97

1:50.0 (2.00%)

300Ø CL3 RRJ1.5

170.928.4

569.5

7

569.8

2

1F

SEW

ER 15

0Ø IL

567.1

0

SEW

ER 15

0Ø IL

568.9

7

156.0

6

15.70

570.6

7

569.5

4

569.7

0

0.94

0.97

1:100.0 (1.00%)

300Ø CL3 RRJ1.0

120.314.0

569.8

4

570.0

0

1G

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R14


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

DRAINAGE LONG SECTION (SHEET 1 OF 3)

14


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

0

NOTE:

DENOTES 3% CEMENT STABILISEDFULL DEPTH 20mm CLASS 3 BACKFILL

DENOTES FULL DEPTH 20mmCLASS 4 BACKFILL

LOT

2 DRI

VEW

AY

LOT

3 DRI

VEW

AY

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R15


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

DRAINAGE LONG SECTION (SHEET 2 OF 3)

15


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

0

0.00

41.40

41.40

568.6

5

568.9

7

567.1

3

567.4

4

1.52

1.53

1:133.3 (0.75%)

900Ø CL3 RRJ

1907.8

568.3

0

568.3

5

1D 2A

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

DATUM RL 565PIPE GRADE (SLOPE)



H.G.L.

SEW

ER 15

0Ø IL

566.1

6

0.00

81.51

81.51

567.4

5

569.8

7

565.9

2

568.9

40.9

4

1:27.0 (3.70%)

300Ø CL3 RRJ1.6

233.315.2

567.2

0

569.2

4

1B 3A

RL 563.5

1.53

NOTE:



LOT

2 DRI

VEW

AY

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R16


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

DRAINAGE LONG SECTION (SHEET 3 OF 3) + PIT SCHEDULE

16


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

0

0.00

22.20

22.20

567.5

8

568.3

9

567.1

0

567.4

3

0.48

0.96

1:67.3 (1.49%)

300Ø CL3 RRJ1.4

147.127.1

567.4

0

567.7

3

4A 4B

CHAINAGE

DESIGN SURFACE

INVERT LEVEL

DEPTH TO INVERT

DATUM RL 565PIPE GRADE (SLOPE)



H.G.L.

32.20

10.00

568.2

6

567.4

5

567.5

6

0.94

0.70

1:94.3 (1.06%)

300Ø CL3 RRJ1.2

123.927.3

567.7

5

567.8

6

4C

88.08

55.88

570.2

1

567.5

8

569.2

5

0.68

0.95

1:33.3 (3.00%)

300Ø CL3 RRJ1.5

209.815.4

567.8

8

569.5

5

4DNOTE:



HONE

YSUC

KLE

LANE

PIT SCHEDULE

Pit N

o.

Pit T

ype

Pit D

imen

sions

Outle

t Diam

eter

Outle

t Inve

rt RL

Inlet

Diam

eter

Inlet

Inver

t RL

Pit D

epth

Pit L

id Le

vel

Comment

(mm) (mm) (m) (mm) (m) (m) (m)

1A EXI JP 450x450 300 565.89 1.22 567.11

1B JP 1500x1500 300 565.90 1050 565.92 1.55 567.45

300 565.92

1C JP 1500x750 1050 566.14 300 566.91 1.68 567.82 REFER TO SHEET 1139001-R18 FOR DETAILS

1D JP 1200x1350 300 567.11 900 567.13 1.54 568.65 CLASS 'D' TRAFFICABLE LID, REFER TO SHEET 1139001-R18FOR DETAILS

300 567.73

1E JP 450x450 300 569.24 300 569.26 1.02 570.26

1F JP 450x450 300 569.52 300 569.54 0.97 570.48

1G JP 450x450 300 569.70 0.97 570.67

2A JP 1200x600 900 567.44 1.53 568.97 CLASS 'D' TRAFFICABLE LID

3A JP 450x450 300 568.94 0.94 569.87

4A HW 300 300 567.100 0.48 567.58 DRIVABLE CULVERT HEADWALL, REFER TO MRSC SD-028

4B JP 600x900 300 567.43 300 567.450 0.96 568.39 REFER TO MRSC SD-014

4C GJP 600X900 300 567.56 300 567.580 0.70 568.26 CLASS 'D' BICYCLE SAFE GRATED LID WITHIN KERB, REFERTO MRSC SD-013

4D SEP 900x600 300 569.25 0.95 570.21 REFER TO MRSC SD-012

PRELIMINARY

PLAN ONLY

REVISIONREV

Principal

Drawing No.

SHT



12 LOT SUBDIVISION

Municipality & Ref:

PLN/2017/462

of 17

D



NOTE

: THI

S PL

AN 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:

08/10

/2018

FILE

: F:\J

OB D

ATA\

1130

0-11

399\1

1390

- W

OODE

ND P

ROJE

CTS,

WOO

DEND

\ENG

INEE

RING

\CIV

IL3D\

CURR

ENT

DESI

GN\11

3900

1 ENG

PLA

NS R

&D R

EVD.

DWG

SHIRE COUNCIL

MACEDON RANGES

1139001-R17


FS520488

ISO 9001:2015

bsi.

Tel: (03) 5445 8700 / 1300 350 580 Fax: (03) 5441 3648





CHKDWGDES

BM......

BMBMBMBM

.

.

.

NBMENB....

DATE

30/07/1803/08/1807/09/1808/10/18

.

.

.

REV

STORMWATER DETAILS

17


SCALE AS SHOWN

X

X

Y

Y

X

X

YY

JUNCTION PIT 1B - TYPICAL DETAILDIEMENSIONS IN mm

NOT TO SCALE

JUNCTION PIT 1B - SECTION X-XDIEMENSIONS IN mm

NOT TO SCALE

JUNCTION PIT 1B - SECTION Y-YDIEMENSIONS IN mm

NOT TO SCALE

JUNCTION PIT 1D - TYPICAL DETAILDIEMENSIONS IN mm

NOT TO SCALE

JUNCTION PIT 1D - SECTION Y-YDIEMENSIONS IN mm

NOT TO SCALE

PIT 1C

PIT 1A

PIT 1A

PIT 3A

PIT 1E

PIT 2APIT 1C

PIT 1C1050Ø RCP

300Ø RCP

300Ø RCP

900Ø RCP

300Ø RCP

1050Ø RCP

300Ø RCP

300Ø RCP

PIT

3A30

0Ø R

CP

PIT

2A90

0Ø R

CP

600 150 750

1250

250

1250

250

600

1500

1200

1200

290

INLET ORIFICE PLATEAND FILTER SCREEN

INLET ORIFICE PLATEAND FILTER SCREEN

JUNCTION PIT 1D - SECTION X-XDIEMENSIONS IN mm

NOT TO SCALE

PIT 1E

PIT 1C

300Ø RCP

300Ø RCP

1200

290

DIRECTION OF FLOW

SCREEN TO BE HINGEDAT TOP & DYNA BOLTED

TO WALL

STAINLESS STEELORIFICE PLATE

DYNA-BOLTED ANDEPOXIED TO PIT

WALL

1. POUR PIT WALL IN-SITU2. ATTACH ORIFICE PLATE TO PIT WALL

WITH TOP TWO DYNABOLTS3. POUR AND SHAPE PIT BASE TO SUIT

PIT WALL

400m

m

400mm (OUTLET PIPE Ø + 100mm)

INLET PIPE

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

SCREENHANDLE

INLET PIPE SECTIONTHROUGH WALLSHALL BE 300 Ø

ORIENTATION OFSCREEN HOLE

OPENINGS FACINGBASE OF PIT

DIRECTION OF FLOW

FILTER SCREEN MATERIAL SELECTION

ORIFICE SIZE PRODUCT SCREEN SIZEPIT 1D - 125mm Ø SANKEY MAXI-MESH RH3030 OR EQUIVALENT MIN 50 X ORIFICE AREAPIT 1B - 160mm Ø WELDLOK A40/203 MIN 20 X ORIFICE AREA

300Ø PIPESECTION

THROUGH PITWALL

5mm FALL

ORIFICE PLATE & SCREEN MESHSECTION A-A

NOT TO SCALE

ORIFICE PLATE & SCREEN MESHSECTION B-B

NOT TO SCALE

ORIFICE PLATE & SCREEN MESHELEVATION DETAIL

NOT TO SCALE

A

A

B

B

PITBASE

PITAPRON

CONSTRUCTION METHOD

RL 567.15m

RL 567.45m

RL 565.90m

RL 565.90m

RL 567.11m

RL 567.45m

RL 568.65m

RL 568.65m

RL 567.11m

600

150

1350

PIT 1D ORIFICE125mm DIA.

PIT 1B ORIFICE160mm DIA.

RL 568.31m

PIT 1D ORIFICE125mm DIA.

PIT 1B ORIFICE160mm DIA.

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