edgars creek pedestrian bridge drawings...nov. 11, 19 - 15:18:13 name: ml17218-g01.dwg updated by:...

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE

HWT Tower 40 City Road

Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS

SCALEDRAWING REVISION HISTORY CLIENTA3

PROJECT

SHEET SIZE(PLOTTED FULL SIZE)

© 2010 PITT & SHERRY THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF PITT & SHERRY.THE DOCUMENT MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS COMMISSIONED AND INACCORDANCE WITH THE TERMS OF ENGAGEMENT FOR THE COMMISSION.UNAUTHORISED USE OF THIS DOCUMENT IN ANY FORM IS PROHIBITED.

REFERENCE FILES ATTACHED:

DESCRIPTIONNo. DATE APPROVED

SIGNED

DATE

DATUMS: CLIENT No.

ORIGINAL COPY ON FILE"e" SIGNED BY

P&S FORM DRG-A3 REV - 8

REVISION

REVIEWED DATEDRAWN DESIGNED

Nov. 11, 19 - 15:18:13 Name: ML17218-G01.DWG Updated By: Simon Huang

CITY OF MORELAND

EDGARS CREEKPEDESTRIAN BRIDGE

COVER SHEET

ML17218-G01 DFOR TENDERAHD / MGA C642T

AS SHOWN (A3)

A FOR APPROVAL SH TL IS 12/07/2019B FOR APPROVAL SH TL IS 26/07/2019C FOR APPROVAL SH TL IS 07/11/2019D FOR TENDER SH TL IS 11/11/2019

LOCALITY PLANNOT TO SCALE

SITE OF WORKS

EDGARS CREEK PEDESTRIAN BRIDGECITY OF MORELAND

NORTHDRAWING INDEXDRAWING NUMBER DRAWING TITLE

ML17218-G01 COVER SHEET

ML17218-G02 GENERAL NOTES - SHEET 1

ML17218-G03 GENERAL NOTES - SHEET 2

ML17218-C01 GENERAL ARRANGEMENT - SHEET 1

ML17218-C02 GENERAL ARRANGEMENT - SHEET 2

ML17218-C03 LONGITUDINAL SECTION - SHEET 1



ML17218-C06 ALIGNMENT AND SURVEY PLAN

ML17218-C07 LANDSCAPE PLAN

ML17218-C08 RETAINING WALL ELEVATIONS

ML17218-C09 PATH CROSS FALL PLAN

ML17218-C10 SITE CONTEXT PLAN

ML17218-S01 FOUNDATION LAYOUT

ML17218-S02 ABUTMENTS

ML17218-S03 BRIDGE PIER WALLS

ML17218-S04 BOARDWALK PIERS

ML17218-S05 BEARING DETAILS - SHEET 1

ML17218-S06 BEARING DETAILS - SHEET 2

ML17218-S07 BRIDGE DETAILS

ML17218-S08 BOARDWALK DETAILS - SHEET 1



ML17218-S11 MESH FIXING DETAILS

ML17218-S12 CONCRETE SHARED PATH DETAILS

ML17218-S13 RETAINING/ WING WALL

M1037

GENERAL NOTES1. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS ON SITE PRIOR TO COMMENCING WORK.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART

BE OVERSTRESSED DURING CONSTRUCTION ACTIVITIES.3. THE CONTRACTOR SHALL MAINTAIN ALL WORK SITES IN A SAFE AND STABLE CONDITION.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY WORKS.5. WORKMANSHIP & MATERIALS ARE TO BE IN ACCORDANCE WITH THE SPECIFICATION WHICH SHALL TAKE PRECEDENCE OVER ANY

RELEVANT STANDARDS, DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATION.6. SETTING OUT AND OFF-SITE FABRICATION DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORKS.7. ALL DIMENSIONS RELEVANT TO SETTING OUT SHALL BE CONFIRMED AND VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION

IS COMMENCED. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT.8. THE CONTRACTOR SHALL UNDERTAKE INVESTIGATION WORK PRIOR TO ANY DEMOLITION, EXCAVATION OR CONSTRUCTION ON

THE SITE. THE CONTRACTOR SHALL CONTACT THE RELEVANT AUTHORITIES TO ASCERTAIN THE POSSIBLE LOCATION OF FURTHERSERVICES AND DETAILED LOCATION AND DEPTH OF ALL SERVICES AND ARRANGE FOR THEIR RELOCATION WHERE NECESSARY.

9. THE CONTRACTOR SHALL ONLY BUILD FROM DRAWINGS WITH STATUS OF "FOR CONSTRUCTION". DRAWINGS HAVING ANY OTHERSTATUS, INCLUDING "WORK IN PROGRESS" AND "FOR APPROVAL", MAY BE SUBJECT TO CHANGE.

10. NOMINATION OF PROPRIETARY ITEMS DOES NOT INDICATE EXCLUSIVE PREFERENCE BUT INDICATES THE REQUIRED PROPERTIESOF THE ITEM. SIMILAR ALTERNATIVES HAVING THE REQUIRED PROPERTIES MAY BE OFFERED FOR APPROVAL. INSTALLPROPRIETARY ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. REFER ANY DISCREPANCY TO THESUPERINTENDENT BEFORE PROCEEDING WITH THE WORK.

11. TEMPORARY BARRICADES , FENCING, SIGNAGE AND OTHER ASSOCIATED SAFETY AND TRAFFIC MANAGEMENT DEVICES WILL BENECESSARY TO CONTROL PEDESTRIAN, BICYCLE AND CONSTRUCTION TRAFFIC DURING THE CONSTRUCTION WORKS.

12. ALL EXISTING TREES TO BE RETAINED. CONTRACTOR TO TAKE CARE TO ENSURE THAT NO DAMAGE OCCURS TO TREES.CONTRACTOR NOT TO PLACE SPOIL FROM EXCAVATIONS, BULK MATERIALS OR HARMFUL MATERIAL WITHIN TREE DRIP LINES.

13. WORK NEAR TREES: WITHIN THE TREE DRIP LINE OR 2 METRES FROM THE TREE TRUNK (WHICHEVER IS GREATER), THECONTRACTOR SHALL SEEK APPROVAL FROM COUNCILS SUPERVISING OFFICER FOR WORK.PRIOR TO MACHINE EXCAVATION, USE HAND EXCAVATION TO LOCATE ROOTS IN THE VICINITY OF TREES WITHIN THE WORK AREA.

14. ALL EXCESS SPOIL TO BE REMOVED AT CONTRACTORS EXPENSE.15. ANY AREAS DISTURBED DURING CONSTRUCTION SHALL BE RE-VEGETATED.16. PRIOR TO COMMENCING WORKS A MEETING WITH COUNCILS SUPERVISOR & COUNCILS OPEN SPACE REPRESENTATIVE & THE

CONTRACTOR SHALL TAKE PLACE.17. U.N.O. DENOTES UNLESS NOTED OTHERWISE.18. C.O.S. DENOTES CONFIRM ON SITE.19. TYP. DENOTES TYPICAL.20. FSBW DENOTES FULL STRENGTH BUTT WELD.21. CFW DENOTES CONTINUOUS FILLET WELD.22. NOM. DENOTES NOMINAL.23. LG DENOTES LONG.24. THK DENOTES THICKNESS.25. ESL DENOTES EXISTING SURFACE LEVEL26. APPROX. DENOTES APPROXIMATE27. FOR SAFETY IN DESIGN REPORT, REFER TO PROJECT TECHNICAL SPECIFICATIONS.

CONCRETE1. CONCRETE BLINDING LAYERS SHALL BE MINIMUM 50 THICK.2. EXPOSURE CLASSIFICATION B1 (TYPICAL).3. MAXIMUM AGGREGATE SIZE SHALL BE 20mm, UNLESS NOTED OTHERWISE.4. CONCRETE TO BE USED IN EACH ELEMENT OF THE WORK SHALL BE OF THE GRADE SHOWN BELOW

UNLESS NOTED OTHERWISE ON THE DRAWINGS. THE GRADE DESIGNATION SPECIFIES THE CONCRETESTRENGTH.

REINFORCEMENT1. ALL REINFORCEMENT IS DESIGNATED AS FOLLOWS UNLESS IT IS DESCRIBED FULLY IN ACCORDANCE WITH AS/NZS 4671 SECTION 5. SYMBOL DESCRIPTION TYPE TO AS/NZS 4671 SL MESH-SQUARE GRID D500L RL MESH-RECTANGULAR GRID D500L R PLAIN BARS R250N S DEFORMED BARS D250N N DEFORMED BARS D500N

RB REIDBARS D500N2. ALL REINFORCEMENT IS DESIGNATED AS FOLLOWS:

e.g. 8-N12-150 T· THE NUMBER PRECEDING THE BAR SYMBOL (8) IS THE NUMBER OF BARS· THE NUMBER FOLLOWING THE BAR SYMBOL (12) IS THE NOMINAL BAR DIAMETER IN MILLIMETERS· THE NUMBER FOLLOWING THE 'DASH' (150) IS THE SPACING IN MILLIMETERS· THE LETTER FOLLOWING THE SPACING (T) IS THE LOCATION OF THE BAR IN THE ELEMENT AS FOLLOWS:

3. REINFORCEMENT SPACING NOT SHOWN SHALL BE TAKEN AS EQUAL.REINFORCING BAR SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC ONLY. IT IS NOT NECESSARILY SHOWN IN TRUE PROJECTION.

4. BARS SHOWN MAY REPRESENT MORE THAN ONE LENGTH AND/OR PROFILE.5. BARS MAY NOT BE SHOWN IN TRUE POSITION FOR CLARITY.6. ALL HOOKS, BEND AND COGS ARE STANDARD AND SHALL BE IN ACCORDANCE WITH AS(AS/NZS)5100-2017 UNLESS

NOTED OTHERWISE.7. ALL REINFORCEMENT IS DIMENSIONED OUT-TO-OUT ALONG EACH STRAIGHT PORTION OF THE BAR.8. WELDING OF REINFORCEMENT NOT PERMITTED UNLESS NOTED OTHERWISE.

CONSTRUCTION JOINTS1. CJ DENOTES CONSTRUCTION JOINT2. EJ DENOTES EXPANSION JOINT3. CONSTRUCTION JOINTS SHALL BE USED ONLY AS SHOWN ON THE DRAWINGS.4. NO CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE OMITTED WITHOUT THE

WRITTEN APPROVAL OF THE SUPERINTENDENT.5. CONSTRUCTION JOINTS WHERE NOT SHOWN SHALL BE LOCATED TO THE APPROVAL OF

THE SUPERINTENDENT. CONTRACTORS SHALL ALLOW FOR ALL NECESSARYCONSTRUCTION JOINTS.

LAP LENGTHS FOR REINFORCEMENT1. LAPS AND OTHER SPLICES IN REINFORCEMENT SHALL ONLY BE MADE AT THE POSITION SHOWN ON THE DRAWINGS,

UNLESS ALTERNATIVE OR EXTRA LOCATIONS ARE APPROVED IN WRITING BY THE DESIGNERS. LAP LENGTHS SHALL BEAS TABULATED BELOW UNLESS SHOWN OTHERWISE ON THE DRAWINGS:

(NOTE: THE MINIMUM LAP LENGTH SHOWN SHALL BE INCREASED BY 25%FOR HORIZONTAL BARS WITH 300mm OR MORE CONCRETE CAST BELOW THE BAR.)

2. REINFORCEMENT SPLICES SHALL BE STAGGERED AND NO MORE THAN 50% OF SPLICES SHALL BE AT ANY ONESECTION UNLESS SHOWN OTHERWISE.

3. WHERE MORE THAN HALF THE BARS ARE SPLICED AT ANY ONE SECTION, THE SPLICE LENGTHS SHALL BE INCREASEDBY 30%.

BAR DIAMETER MIN. LAP LENGTH12 35016 50020 75024 100028 120032 150036 1800

T TOPB BOTTOM

NF NEAR FACEFF FAR FACEEF EACH FACELV LENGTH VARIES

ELEMENT

ABUTMENTS

CONCRETE GRADE

VR 400/40

DIMENSIONS1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS NOTED OTHERWISE.2. REDUCED LEVELS, CHAINAGES & COORDINATES ARE ALL IN METERS. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM.3. DIMENSIONS SHALL NOT BE SCALED FROM DRAWINGS4. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE SUPERINTENDENT.5. ALL CHAINAGES REFER TO THE ROAD DESIGN LINE AND ARE IN METRES.6. THIS DESIGN IS BASED ON SURVEY INFORMATION PROVIDED BY VERIS TO A.H.D. AND COORDINATES TO M.G.A. Z55.

CHAMFERS AND FILLETS1. UNLESS NOTED OTHERWISE, ALL EXPOSED CONCRETE EDGES HAVING A CONTAINED ANGLE

LESS THEN 120° SHALL BE PROVIDED WITH 20mm FILLETS OR CHAMFERS AS APPROPRIATE.

CHARACTERISTICCOMP. STRENGTH AT

28 DAYS (MPa)40

(mm)

40

MIN. COVER

DESIGN SPECIFICATIONSSTANDARDS AND SPECIFICATIONS:1. DESIGN STANDARD : AS(AS/NZS) 5100.2017 - BRIDGE DESIGN2. MORELAND TECHNOTES3. CURRENT VERSION OF VICROADS STANDARD SPECIFICATIONSDESIGN LOADS :1. LIVE LOAD: 5 kPa PEDESTRIAN LOAD TO AS5100 PART 2.2. EARTHQUAKE LOADINGS: BRIDGE EARTHQUAKE DESIGN CATEGORY: BEDC-13. FORCE RESULTING FROM WATER FLOW

a. 1/100 YEAR FLOOD VELOCITY: Vu=2.6 m/sb. 1/100 YEAR FLOOD LEVEL: RL 45 mc. DEPTH OF DEBRIS MAT: 1.2md. LOG MASS: 2 TONNESe. LOG STOP DISTANCES : 75 mm FOR MAIN SPAN PIERS AND 150 mm FOR BOARDWALK PIERSf. ULTIMATE LOAD FACTOR: 1.3

4. WIND LOADSa. WIND REGION: A5b. TERRAIN CATEGORY: CATEGORY 2

5. THERMAL EFFECTSa. LOCATION: COASTALb. HEIGHT ABOVE SEA LEVEL: ≤ 1000 M

6. MINIMUM RESTRAINT LOAD: 500 kN ON TRUSS BRIDGE SPAN7. RETAINING WALL: 10 kPa SURCHARGE

FOOT PATH A110.03 25 30

BORED PILES1. GEOTECHNICAL PARAMETERS FOR PILING, REFER TO BLACK GEOTECHNICAL PTY. REPORT No. V1877R1

(JULY, 2018).2. THE PILES SHOULD BE CONSTRUCTED IN THE PRESENCE OF GEOTECHNICAL ENGINEER WHO CAN CONFIRM

THE DESIGN SUB-SURFACE STRENGTH PARAMETERS ARE APPROPRIATE.3. THE PILES SHALL NOT DEVIATE FROM THE VERTICAL BY MORE THAN 1 IN 100.4. THE MAXIMUM OUT OF POSITION PERMITTED IS 50mm IN ANY DIRECTION.5. CONCRETE SHALL BE PLACED AS SOON AS POSSIBLE AFTER DRILLING AND AFTER APPROVAL HAS BEEN

GIVEN BY A GEOTECHNICAL ENGINEER.6. TEMPORARY PILE CASINGS SHALL BE USED UNLESS THE CONTRACTOR CAN DEMONSTRATE TO THE

SATISFACTION OF THE SUPERINTENDENT THAT AN ALTERNATIVE CONSTRUCTION METHOD WITHOUT CASINGWILL ACHIEVE THE SPECIFIED PILE DIMENSIONAL TOLERANCES AND COVER TO THE STEEL REINFORCEMENTAND THAT THE DURABILITY AND STRENGTH OF THE FINISHED CONCRETE WILL NOT BE IMPAIRED BY INCLUSIONS OF FOREIGN MATERIAL OR VOIDS.

7. THE PILE HOLES SHALL BE KEPT FREE OF WATER AT ALL TIMES, BY BAILING AND PUMPING IF NECESSARY,PARTICULARLY PRIOR TO CONCRETING. CONCRETE SHALL NOT BE PLACED IN WATER.

8. THE TOP OF THE HOLE SHALL BE PROPERLY COVERED TO PREVENT SURFACE WATER OR RAINFALL FROMENTERING THE HOLE. PROPER SAFETY PRECAUTIONS SHALL BE TAKEN TO AVOID INJURY TO PEOPLE. THEUNATTENDED HOLE SHALL BE COVERED OR FENCED OFF AT ALL TIMES.

9. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SETTING OUT THE PILE LOCATIONS.10. WHERE THE FINAL CUTOFF LEVEL IS ABOVE NATURAL GROUND LEVEL, THE PILES MUST BE FORMED TO THE

CORRECT LEVEL BY USING TEMPORARY LINERS.

BORED PILES VR 400/40 40 75

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


GENERAL NOTESSHEET 1

ML17218-G02 CFOR TENDERAHD / MGA C642T

AS SHOWN (A3)

A FOR APPROVAL SH TL IS 12/07/2019B FOR APPROVAL SH TL IS 26/07/2019C FOR TENDER SH TL IS 11/11/2019

PILE CAP VR 400/40 40 40*PIER WALL/HEADSTOCK VR 400/40 40 40*

STRUCTURAL STEELWORK1. ALL WORKMANSHIP AND MATERIALS SHALL BE ACCORDANCE WITH AS(AS/NZS) 5100-2017.2. WELDING SHALL BE PERFORMED BY A QUALIFIED OPERATOR IN ACCORDANCE WITH AS/NZS 1554.3. STRUCTURAL STEEL SHALL BE PROVIDED AS FOLLOWS, U.N.O. :

a. STEEL PLATES COMPLY WITH AS/NZS 3678 GRADE 300b. UB, UC, PFC AND ANGLES COMPLY WITH AS/NZS 3679.1 GRADE 300c. SHS, RHS AND CHS COMPLY WITH AS/NZS 1163 GRADE 350

4. BOLTS, NUTS AND WASHERS TO AS/NZS 1252 GRADE 8.8/S UNLESS NOTED OTHERWISE.5. ALL BOLTS, NUTS & WASHERS TO BE HOT-DIP GALVANIZED TO AS/NZS 1214.6. ALL WELDS TO BE 6mm CONTINUOUS FILLET WELDS UNLESS NOTED OTHERWISE.7. ALL STEELWORK SHALL BE PAINTED AS PER VICROADS STANDARD SECTION 631 AFTER

FABRICATION U.N.O. PAINT FINISH COLOUR SHALL BE BLACK.8. GALVANISING SHALL COMPLY WITH AS/NZS 4680. AFTER GALVANISING, DAMAGED AND DEFECTIVE

AREAS, INCLUDING SITE WELDED AREAS, SHALL BE CORRECTLY AND FULLY REPAIRED INACCORDANCE WITH AS/NZS 4680 AND VICROADS SPECIFICATION SECTION 631.

9. WELDING SHALL BE CATEGORY SP WITH E49XX ELECTRODES TO COMPLY WITH AS/NZS 1554-PART 1.ALL BUTT WELDS SHALL BE FULL STRENGTH COMPLETE PENETRATION WELDS.

10. WELDING ON STAINLESS STEEL SHALL BE 1B CATEGORY TO COMPLY WITH AS/NZS 1554-PART 6.11. CAST-IN ANCHOR ASSEMBLY SHALL BE HOT-DIP GALVANIZED TO AS/NZS 4680. AFTER ASSEMBLY

GALVANIZED SURFACES SHALL BE RENOVATED WITH TWO PACK INORGANIC ZINC-RICH PRIMER.12. BOLT TYPES SHALL BE AS FOLLOWS :

4.6/S COMMERCIAL BOLTS TO AS 1111, SNUG TIGHTENED TO AS/NZS 5100.6, WASHERS TO AS 12378.8/S HIGH STRENGTH STRUCTURAL BOLTS, WITH BOLTS, NUTS AND HARDENED WASHER TOAS/NZS 1252. SNUG TIGHTENED TO AS/NZS 5100.6.8.8/TB HIGH STRENGTH STRUCTURAL BOLTS AS ABOVE, FULLY TENSIONED TO AS/NZS 5100.6 IN ABEARING TYPE JOINT.8.8/TF HIGH STRENGTH STRUCTURAL BOLTS AS ABOVE, FULLY TENSIONED TO AS/NZS 5100.6 IN AFRICTION TYPE JOINT AND U.N.O. WITH FAYING SURFACES LEFT UNCOATED.

13. U.N.O. FOR BOLT SIZE OF 24mm OR LESS, BOLT HOLE SIZE SHALL BE BOLT DIAMETER PLUS 2mm.FOR BOLT SIZE OF GREATER THAN 24mm, BOLT HOLE SIZE SHALL BE BOLT DIAMETER PLUS 3mm.

14. OVERSIZE HOLES, SLOTTED HOLES AND WASHERS TO BE FABRICATED AND INSTALLED INACCORDANCE WITH AS/NZS 5100.6 OR AS 4100 AS APPLICABLE.

15. THE LENGTH OF A BOLT SHALL BE SUCH THAT AT LEAST ONE CLEAR THREAD SHOWS ABOVE THENUT AND AT LEAST ONE THREAD PLUS THE THREAD RUN OUT IS CLEAR BENEATH THE NUT AFTERTIGHTENING. ONE FULL NUT ON TOP AND ONE HALF NUT MUST BE USED IN ORDER TO ACHIEVE A

SOUND LOCKING MECHANISM TO PREVENT VIBRATION LOOSENING.16. ALL SHARD EDGES FROM WELDS AND CUTTING SHALL BE GROUND SMOOTH.

COLUMN VR 400/40 40 40

* ADD 35mm IF CAST AGAINST GROUNDRETAINING WALL FOOTING 25 25 N/A

M1037

CULTURAL HERITAGE MANAGEMENT1. A PROJECT SPECIFIC CULTURAL HERITAGE MANAGEMENT PLAN (CHMP 16419) IS PREPARED BY DR VINCENT CLARK &

ASSOCIATES. THE CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS AND PROCEDURES OF THE APPROVEDCHMP AND THE CHECKLIST AT CONTRACTOR’S EXPENSE.

2. A HARD COPY OF THE APPROVED CHMP SHALL BE HELD BY CONTRACTOR ON SITE AT ALL TIMES DURING THE WORKSAND READILY ACCESSIBLE TO THE SPONSOR AND THEIR EMPLOYEES AND CONTRACTORS.

3. THE CONTRACTOR AND ALL SUB-CONTRACTORS INVOLVED IN GROUNDWORK SHALL UNDERTAKE THE CULTURALHERITAGE INDUCTION AS PART OF THEIR SITE INDUCTION PRIOR TO COMMENCING WORKS. THE INDUCTION SHALL BE ATCONTRACTOR’S EXPENSE AND AS PER CONDITION 6 OF THE CHMP.

4. ALL WORKS (INCLUDING TEMPORARY ACCESS, VEHICLE OR PLANT PARKING, SITE SHEDS, MATERIALS LAYDOWN ORSTOCK PILES ETC.) SHALL BE KEPT WITHIN THE LIMIT OF THE ACTIVITY AREA ONLY. ‘NO GO ZONE’ FENCING MUST BEERECTED ALONG THE SOUTHERN BOUNDARY OF THE ACTIVITY AREA AS SHOWN IN THE CHMP.

5. EXTENT OF WORKS SHALL BE CONTAINED WITHIN THE ACTIVITY AREA SHOWN IN THE CHMP.

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


GENERAL NOTESSHEET 2

ML17218-G03 CFOR TENDERAHD / MGA C642T

AS SHOWN (A3)


M1037

MELBOURNE WATER1. CONTRACTOR SHALL KEEP A COPY OF BRIDGE CROSSING CONSENT LETTER (MWA-1006260) ISSUED BY MELBOURNE

WATER ON SITE AT ALL TIMES.2. CONTRACTOR SHALL ADHERE TO ALL OF THE CONDITIONS IN THE LETTER AT CONTRACTOR’S EXPENSE.3. PRIOR TO THE COMMENCEMENT OF WORKS, CONTRACTOR SHALL ARRANGE A SITE MEETING WITH THE

SUPERINTENDENT TO ESTABLISH A CLEAR UNDERSTANDING OF MELBOURNE WATER’S REQUIREMENTS.4. CONTRACTOR SHALL ARRANGE ALL REQUIRED SITE INSPECTIONS WITH MELBOURNE WATER.5. CONTRACTOR SHALL PRODUCE AND SUBMIT A SITE ENVIRONMENTAL MANAGEMENT PLAN (SEMP), A WORK METHOD

STATEMENT AND A TASK RISK ASSESSMENT TO MELBOURNE WATER, WHICH SHALL BE ADOPTED ON-SITE FORAPPROVAL PRIOR TO COMMENCEMENT OF WORKS.

ASBESTOS MANAGEMENT1. EVIDENCE OF ASBESTOS HAS BEEN FOUND ON THE SITE AND COUNCIL WILL PROVIDE THE CONTRACTOR WITH AN

ASBESTOS IN SOIL MANAGEMENT PLAN (ASMP) PREPARED BY ORANGROVE CONSULTING.2. THE CONTRACTOR SHALL MEET THE DEFINED PROJECT SPECIFICATIONS AS OUTLINED IN THE ASMP AND INCORPORATE

THE SITE ESTABLISHMENT AND ENVIRONMENTAL CONTROL MEASURES INTO THEIR OWN ASBESTOS MANAGEMENT PLANFOR THE WORKS AT CONTRACTOR’S EXPENSE.

3. IF THERE IS ANY CONFUSION OR UNCERTAINTY REGARDING ANY OF THE SPECIFICATION DETAILS FURTHER ENQUIRYSHALL BE MADE TO RECTIFY UNCERTAINTY PRIOR TO COMMENCEMENT OF ON-SITE WORKS.

4. ANY VARIATIONS OR UNFORESEEN COMPLEXITIES THAT MAY RESULT IN AN INCREASE IN COSTS TO THE COUNCILAPPOINTED CONTRACTORS ARE REQUIRED TO COMMUNICATE WITH COUNCIL FOR APPROVAL PRIOR TO THE COST BEINGINCURRED. IF THE COST IS INCURRED PRIOR TO COMMUNICATION WITH COUNCIL, THE COST MAY NOT BE APPROVEDAND AS SUCH MAY ULTIMATELY BE THE RESPONSIBILITY OF THE CONTRACTOR.

EROSION MANAGEMENT OVERLAY1. A PROJECT SPECIFIC GEOTECHNICAL AND LANDSLIP RISK ASSESSMENT REPORT (GE6347-19) HAS BEEN PREPARED BY

GEOTESTA. THE CONTRACTOR SHALL ADHERE TO ALL OF THE MITIGATION MEASURES OF THE REPORT ATCONTRACTOR’S EXPENSE.

2. CONTRACTOR SHALL DEVELOP AND IMPLEMENT A WATER AND SEDIMENT CONTROL PLAN THROUGHOUT CONSTRUCTIONTO MINIMIZE THE POTENTIAL FOR THE MOBILIZATION OF SEDIMENT DURING RAINFALL EVENTS AND POTENTIALDISCHARGE TO EDGARS CREEK.

3. CONTRACTOR SHOULD UNDERTAKE THEIR OWN RISK ASSESSMENT WITH RESPECT TO THE CONSTRUCTION OF THEWORKS, AND MAY ENGAGE A SUITABLY QUALIFIED FIRM TO UNDERTAKE INVESTIGATIONS, AS REQUIRED, AT THECONTRACTOR’S EXPENSE.

4. THE AG PIPE BEHIND THE PROPOSED RETAINING WALL SHALL BE CONNECTED TO AN APPROPRIATE OUTLET POINTS ASDIRECTED BY THE PRINCIPAL.

5. ANY UNRESTRAINED CUT AND FILL SLOPE GREATER THAN 1.0M IN HEIGHT ABOVE THE ORIGINAL GROUND SURFACELEVEL SHALL NOT BE STEEPER THAN 2H:1V UNLESS IT IS RETAINED BY ENGINEER DESIGNED RETAINING WALLS.

6. FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 150MM LOOSE THICKNESS AND COMPACTED TO ACHIEVE 95%STANDARD COMPACTION DRY DENSITY AS PER AS 3798:2007. CONTRACTOR SHALL TEST THE BACKFILL MATERIAL TOENSURE IT MEETS THE REQUIRED MINIMUM COMPACTION CRITERIA.

7. THE EXISTING MATERIAL DERIVED IN-SITU IS CONSIDERED SUITABLE FOR FILL MATERIAL, EXCEPT FOR ORGANIC TOPSOIL AND MATERIALS GREATER THAN 75MM, SUCH AS LARGE COBBLES OR BOULDERS.

8. ALL TOPSOIL, VEGETATION AND ANY UNSUITABLE MATERIAL SHALL BE REMOVED PRIOR TO PLACING FILL TO ENSURESUBGRADE IS FREE FROM MATERIAL THAT MAY INHABIT OR PREVENT THE SATISFACTORY PLACEMENT OF SUBSEQUENTFILL LAYERS. ANY SOIL DISTURBED DURING WORKS MUST REMAIN ON SITE, EXCEPT FOR SOILS WHICH ARECONTAMINATED AND/OR CONTAIN ASBESTOS, WHICH SHALL BE REMOVED.

9. AT THE CONCLUSION OF WORKS, ANY STOCKPILED SOIL SHOULD BE REDEPOSITED WITHIN THE ACTIVITY AREA FORLANDSCAPE PLANTING IN ACCORDANCE WITH THE CHMP.

10. BARE PATCHES ON SLOPES RESULTING FROM CONSTRUCTION WORKS IS TO BE REVEGETATED TO CONTROL EROSIONAND WATER BALANCE IN SOILS.

TREE PROTECTION AND STRUCTURAL ROOT ZONES1. ALL EXISTING TREES ARE TO BE RETAINED. NO TREES SHALL BE REMOVED WITHOUT A WRITTEN APPROVAL FROM THE

PRINCIPAL.2. EXCAVATIONS FOR FOUNDATIONS SHALL BE AT A MINIMUM DISTURBANCE.3. CONTRACTOR SHOULD UNDERTAKE THEIR OWN SITE ASSESSMENT TO IDENTIFY AFFECTED TREES WITH TREE

PROTECTION ZONE (TPZ) AND STRUCTURAL ROOT ZONE (SRZ) WITH RESPECT TO THE CONSTRUCTION OF THE WORKSAT CONTRACTOR’S EXPENSE.

4. CONTRACTOR SHALL TAKE CARE TO ENSURE THAT NO DAMAGE IS CAUSED TO TREE TRUNKS, ROOTS, CANOPY ORBRANCHES DURING CONSTRUCTION. WHEREVER POSSIBLE, CONSTRUCTION WORKS SHALL BE LOCATED OUTSIDE THETPZ OF ANY TREE THAT IS TO BE RETAINED.

5. FOR CONSTRUCTION WORKS WITHIN THE TPZ, CONTRACTOR SHALL ENGAGE AN ARBORIST WITH A RECOGNIZEDQUALIFICATION IN ARBORICULTURE TO PREPARE A TREE PROTECTION MANAGEMENT PLAN IN ACCORDANCE WITH AS4970. THE PLAN SHALL BE APPROVED BY THE PRINCIPAL’S ARBORIST PRIOR TO ANY CONSTRUCTION WORKS.

6. CONTRACTOR SHALL ENGAGE AN ARBORIST WITH A RECOGNIZED QUALIFICATION IN ARBORICULTURE TO SUPERVISEANY CONSTRUCTION WORKS WITHIN THE TPZ AND SRZ.

7. NO EXCAVATION SHALL BE CONDUCTED WITHIN SRZ. IF EXCAVATION IS UNAVOIDABLE WITHIN SRZ, EXCAVATION SHALLBE NON-DESTRUCTIVE DIGGING WITH THE ARBORIST PRESENT, AND REMEDIAL WORK SHALL BE CARRIED OUT TO THESATISFACTION OF THE ARBORIST AND SUPERINTENDENT.

8. ANY AREAS DISTURBED DURING CONSTRUCTION AND AREAS EITHER SIDE OF THE CONCRETE SHARED PATH SHALL BELARGELY GRASSED OR RE-VEGETATED AS PER MORELAND TECHNICAL NOTES AND TO THE SATISFACTION OF THESUPERINTENDENT.

20

40

60

80

00

MC01

120

100

160

180

140

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT



REFERENCE FILES ATTACHED: ML17218-X1500; ML17218-X1110; ML17218-X1121


SIGNED

DATE

DATUMS: CLIENT No.



REVISION


Nov. 11, 19 - 15:18:35 Name: ML17218-C01.DWG Updated By: Simon Huang

CITY OF MORELAND


GENERAL ARRANGEMENT - SHEET 1

ML17218-C01 JFOR TENDERAHD / MGA C642T

1:250

D FOR REVIEW T. LEWIS T. LEWIS 28/02/2019E WORK IN PROGRESS A.DELEON T.LING 12/04/2019F FOR APPROVAL T. LEWIS T. LEWIS S. MASTERS 03/05/2019G FOR APPROVAL R. NG T. LEWIS S. MASTERS 08/07/2019H FOR APPROVAL FB T. LEWIS A. MOON 15/08/2019I FOR APPROVAL S. HUANG T. LING A. MOON 30/10/2019J FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

0 105

SCALE IN METRES - 1:250

7.52.5 2.5

JOIN

S BE

LOW

JOIN

S AB

OVE

NORTH

NORTH

END OF ELEVATEDSTRUCTURE. REFERSTRUCTURAL DRAWINGS

GENERAL ARRANGEMENTSCALE 1:250


JOIN

S SH

EET

2

NOTES1. FOR GENERAL NOTES REFER TO DRAWING

ML17218-G02 & G03.2. BRIDGE CONTRACTOR TO SUPPLY AND

INSTALL NO GO ZONE FENCING/FLAGGING TOALL EXISTING VEGETATION/RE-VEGETATIONAREAS WITHIN THE WORK ZONE PRIOR TOBRIDGE WORK COMMENCING. THESE AREASTO BE MAINTAINED DURING CONSTRUCTIONBY THE BRIDGE CONTRACTOR.

HANDRAIL (BOTH SIDES)DDA COMPLIANT. REFER

STRUCTURAL DRAWINGS

AC02

START OF ELEVATEDSTRUCTURE. REFERSTRUCTURAL DRAWINGS

LEGENDCONCRETE SHARED PATH

PERMEABLE CONCRETE

FRP DECKING

ASPHALT

GRANITIC SAND TOPPING

RE-VEGETATION ZONE(BY COUNCIL REFERDRAWING C07)

DDA COMPLIANTHANDRAIL (BOTH SIDES). REFERSTRUCTURAL DRAWINGS

PROPOSED DESIGN BACK OFKERB, RONALD STREET UPGRADE(BY OTHERS)

RETAINING WALL. REFERSTRUCTURAL DRAWINGS

DDA COMPLIANTHANDRAIL (ONE SIDE)





6.00m

DRIVECON PERMEABLECONCRETE. SL72 GALV. MESHON SUB-BASE OF 14mmAGGREGATE WITH NO FINESAS PER MANUFACTURER'SSPECIFICATION. COLOUR TOTHE SATISFACTION OF THESUPERINTENDENT

SIGN W6-V103APROVISIONAL ITEM


APPROX. LOCATION DN600EXISTING SEWER MAIN

OVERHEAD ELECTRICALTRANSMITTION LINES

WARNINGBEWARE OF UNDERGROUND AND OVERHEAD

SERVICES. THE LOCATIONS OF UNDERGROUNDAND OVERHEAD SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE

PROVEN ON SITE. NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES ARE SHOWN.

CONTRACTOR TO OBTAIN APPROVALS FROMRELEVANT AUTHORITIES BEFORE CONSTRUCTION.VEHICLES AND EQUIPMENT EXCEEDING / CAPABLE

OF OPERATING ABOVE 3 METRES OPERATINGHEIGHT ARE NOT PERMITTED ON THE EASEMENT

WITHOUT PRIOR WRITTEN APPROVAL FROMAUSNET TRANSMISSION GROUP.

M1037

BATTER 1:5

BATTER 1:2

BATTER 1:5BATTER

REDUCESTO 1:2

EXCAVATION IN STRUCTURAL ROOT ZONEOF TREES TO BE NON DESTRUCTIVE.

REFER DRAWING C07

REMOVEEXISTING PATH

BATTER TRANSITION

LOCATION OF RETAINING WALLRETURN TO BE DETERMINED ON SITE

BATTERREDUCES

TO 1:4EARTH ELECTRODEREFER C02 NOTE 4

EARTH CABLE

NON-REMOVABLEBOLLARD

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46

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46

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45

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45

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48

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46

225.090

180 200

220

MC01

225.090

180 200

220

MC01

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


GENERAL ARRANGEMENT - SHEET 2


AS SHOWN (A3)

A FOR REVIEW T. LEWIS T. LEWIS 28/02/2019B WORK IN PROGRESS A.DELEON T.LING C.MORTON 03/04/2019C FOR APPROVAL T.LEWIS T. LEWIS S.MASTERS 03/05/2019G FOR APPROVAL R.NG T. LEWIS S.MASTERS 08/07/2019H FOR APPROVAL FB T. LEWIS S.MASTERS 15/08/2019I FOR APPROVAL S. HUANG T. LING A. MOON 30/10/2019J FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

0 105


7.52.5 2.5

NORTH

HANDRAIL (ONE SIDE)DDA COMPLIANT. REFERSTRUCTURAL DRAWINGS

3.00m PATH WIDTH

3.00m PATH WIDTH

1.00mNOM.

1.00m1.00m

B-

SECTION1:50

AC01

SECTION1:50

B-

PROPOSED DESIGN BOK FORRONALD STREET UPGRADE


REFER NOTE 2

0 105


7.52.5 2.5

APPROX. LOCATION DN600EXISTING SEWER MAIN

EXISTING PATH

SIGN' ACCESS TO NORTHERN

SIDE OF EDGARS CREEK VIARONALD STREET FOOTPATH'


JOIN

S SH

EET

1

11%

1% ESL

ESL

5

M1037

TOPSOIL & SEED

= =

℄ MC01

= =

℄ MC01/ PATH

REFER NOTE 2


PERMEABLE CONCRETE

FRP DECKING

ASPHALT


RE-VEGETATION ZONE(BY COUNCIL REFERDRAWING C07)

NOTE: BATTER IS REDUCED TO 1:2 IN

SOME AREAS. REFER DRAWING C01

NOTES1. FOR GENERAL NOTES REFER TO DRAWING ML17218-G02 & G03.2. FOR DETAILS OF ELEVATED STRUCTURE CONCRETE SHARED PATH, HANDRAILS AND RETAINING WALLS

REFER STRUCTURAL DRAWINGS.3. BRIDGE CONTRACTOR TO SUPPLY AND INSTALL NO GO ZONE FENCING/FLAGGING TO ALL EXISTING

VEGETATION/RE-VEGETATION AREAS WITHIN THE WORK ZONE PRIOR TO BRIDGE WORK COMMENCING.THESE AREAS TO BE MAINTAINED DURING CONSTRUCTION BY THE BRIDGE CONTRACTOR .

4. THE CONDUCTIVE PARTS OF THE SIGN POST, HANDRAILS, BARRIERS, MESH PANELS, RETAINING WALLAND ABUTMENT SHALL BE EARTHED VIA CONNECTING 35MM2 EARTH CABLE TO AN EARTH ELECTRODE.THE EARTH ELECTRODE SHALL BE INSTALLED IN A PIT AND COVERED WITH A SUITABLE LID IN CLOSEPROXIMITY TO THE NORTHERN SIDE OF THE EAST MOST PART OF THE BARRIER. PROVIDEAPPROPRIATE MECHANICAL PROTECTION TO THE CABLES AS PER THE REQUIREMENTS OF AS/NZS 3000

WARNINGBEWARE OF UNDERGROUND AND OVERHEAD

SERVICES. THE LOCATIONS OF UNDERGROUNDAND OVERHEAD SERVICES ARE APPROXIMATEONLY AND THEIR EXACT POSITION SHOULD BE

PROVEN ON SITE. NO GUARANTEE IS GIVEN THATALL EXISTING SERVICES ARE SHOWN.

CONTRACTOR TO OBTAIN APPROVALS FROMRELEVANT AUTHORITIES BEFORE CONSTRUCTION.VEHICLES AND EQUIPMENT EXCEEDING / CAPABLE

OF OPERATING ABOVE 3 METRES OPERATINGHEIGHT ARE NOT PERMITTED ON THE EASEMENT

WITHOUT PRIOR WRITTEN APPROVAL FROMAUSNET TRANSMISSION GROUP.

NON-REMOVABLEBOLLARD

AutoCAD SHX Text

51

AutoCAD SHX Text

50

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49

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49

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48

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48

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47

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47

www.pittsh.com.au

ABN 67 140 184 309

Ph. (07) 3058 7499

Queensland 4000

Brisbane

241 Adelaide Street

BRISBANE OFFICE

DRAWING No.

DRAWING TITLE

STATUS


PROJECT



REFERENCE FILES ATTACHED: ML17218-XLS01-11


SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


LONGITUDINAL SECTION - SHEET 1

ML17218-C03 IFOR TENDERAHD / MGA C642T

1:250

A WORK IN PROGRESS T. LEWIS T. LEWIS 01/02/2019B FOR REVIEW T. LEWIS T. LEWIS 28/02/2019C WORK IN PROGRESS A.DELEON T.LING C.MORTON 01/04/2019D FOR APPROVAL T. LEWIS T. LEWIS S. MASTER 06/05/2019G FOR APPROVAL R. NG T. LEWIS S. MASTERS 08/07/2019H FOR APPROVAL FB T. LEWIS A. MOON 15/08/2019I FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

EXISTINGSURFACE

CONCRETESHARED PATH

1% AEP FLOOD LEVELR.L. 45.0m A.H.D.

MINIMUMCLEARANCEENVELOPE TOUNDERSIDE OFFOOTBRIDGE

0 105

HORIZ. SCALE IN METRES - 1:250

7.52.5 2.5

CH 29

.3PI

ER C

L

CH 39

.5PI

ER C

L

CH 61

.49PI

ER C

L

CH 70

.75PI

ER C

L

CH 79

.79PI

ER C

L

CH 88

.83PI

ER C

L

VERTICAL

ALIGNMENT

G -2.46% G 0% G 3% G 0% G 7.14% G 0% G 3% G 0% G 7.14% G 0%G 7.14%

L 9.815m L 1.200m L 17.085m L 1.200m L 9.000m L 1.200m L 39.550m L 1.500m L 7.530m L 1.500mL 8.150m

R 35m R -30mHORIZONTALL 21.05m L 5.18mALIGNMENT L 61.7m L 16.9m

0.000

45.90

6

9.815

45.66

5

11.01

545

.665

20.00

045

.934

28.10

045

.056

46.17

7

29.30

045

.047

46.17

7

38.30

044

.721

46.82

0

39.50

044

.620

46.82

040

.000

44.57

846

.835

60.00

043

.950

47.43

5

61.49

044

.283

47.48

061

.697

44.28

947

.486

70.75

044

.403

47.75

8

79.05

044

.888

48.00

679

.790

44.95

748

.006

80.00

044

.977

48.00

680

.550

45.02

848

.006

82.74

845

.212

48.16

3

87.92

545

.736

48.53

388

.080

45.75

748

.544

88.83

045

.860

48.54

489

.580

45.96

248

.544

91.25

046

.189

48.66

4

CHAINAGE

EXISTINGSURFACE LEVELS

DESIGN FINISHEDSURFACE LEVEL

DATUM 37.00

HORIZONTAL SCALE 1:250VERTICAL SCALE 1:250

LONG SECTION ON ℄ MC01

WES

T AB

UTME

NT

PIER

6

PIER

5

PIER

4

PIER

3

PIER

2

RETAINING WALL

CH 7.

125

NOTES:1. FOR GENERAL NOTES REFER TO DRAWING ML17218-G02 & G03.2. EXISTING SEWER LOCATED FROM DBYD INFORMATION.

LOCATION, SIZE AND INVERT LEVEL TO BE CONFIRMED ONSITEPRIOR TO CONSTRUCTION

EXISTING SURFACE APPROXIMATE ONLYLEVELS TO BE CONFIRMED ON SITE PRIOR TO CONSTRUCTION

15.00

045

.798

47.74

144

.390

70.39

7

0.6m

MIN.

10.2m 21.99m 9.26m 9.04m 9.04m

0.9m

MIN.

0.50m

3.00m

PEDESTRIAN FOOTBRIDGE REFER STRUCTURAL DRAWINGS

4m 2m 9.1m 2m

EXISTING CONCRETE LINING

≈ 42

.230

3.5m

9.5mTO PIER 1 ℄

EXISTING SEWERREFER NOTE 2

M1037

WELDED MESHPANELS (TYP.)

CH 11

.175

2.75m

www.pittsh.com.au

ABN 67 140 184 309

Ph. (07) 3058 7499

Queensland 4000

Brisbane

241 Adelaide Street

BRISBANE OFFICE

DRAWING No.

DRAWING TITLE

STATUS


PROJECT



REFERENCE FILES ATTACHED: ML17218-XLS01-12; ML17218-XLS01-11


SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND




1:250

A FOR REVIEW T. LEWIS T. LEWIS 01/02/2019B FOR REVIEW T. LEWIS T. LEWIS 28/02/2019C WORK IN PROGRESS A.DELEON T.LING C.MORTON 03/04/2019D FOR APPROVAL T. LEWIS T. LEWIS S. MASTER 03/05/2019G FOR APPROVAL R. NG T. LEWIS S. MASTERS 08/07/2019H FOR APPROVAL FB T. LEWIS A. MOON 15/08/2019I FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

CH 98

.33PI

ER C

L

CH 10

4.829

PIER

CL

PIER

CL

PIER

CL

VERTICALL 5.000m L 5.000mALIGNMENT

G 7.14% G 0% G 7.14% G 0% G 5% G 0% G 5% G 0% G 5%G 0%

G 0% G -5.79% G -5.79%

L 8.150m L 1.200m L 5.900m L 1.200m L 15.000m L 1.500m L 15.000m L 1.200m L 15.000m L 1.766m L 9.407m L 3.000m L 17.000m

R -15m R 10m R -10mHORIZONTALL 19.33m L 6.06m L 9.5mALIGNMENT L 16.9m L 11.27m L 10.57m L 6.61m L 0m L 42.33m

90.00

046

.019

48.57

4

97.73

047

.152

49.12

798

.330

47.24

449

.127

98.93

047

.340

49.12

710

0.000

47.52

349

.203

104.8

2948

.568

49.54

810

4.830

48.56

849

.548

106.0

3048

.829

49.54

8

120.0

0050

.383

50.24

612

1.030

50.46

150

.298

122.5

3050

.565

50.29

8

124.1

6250

.664

50.38

0

135.4

3651

.202

50.94

3

137.5

3051

.287

51.04

8

138.7

3051

.349

51.04

8

140.0

0051

.389

51.11

1

141.4

9951

.437

51.18

6

152.0

7351

.815

51.71

5

153.7

3051

.859

51.79

8

155.2

3051

.876

51.79

815

5.347

51.87

751

.804

160.0

0051

.875

51.92

816

0.347

51.86

751

.929

161.5

7251

.830

51.92

9

167.1

1351

.567

51.78

4

176.5

2051

.008

51.23

9

179.5

2050

.859

51.06

618

0.000

50.84

151

.039

181.2

5050

.794

50.97

1

CHAINAGE


DESIGN FINISHEDDSURFACE LEVEL

DATUM 41.00



G 5%

L 1.500mL 0.117m

K 1.000 K 0.864 G -5.49%

161.8

2951

.821

51.92

916

2.113

51.81

151

.929

EXISTINGSURFACE

0 105


7.52.5 2.5

RETAINING WALL

RETAINING WALL

6.50mCONCRETE

SHARED PATH

PEDESTRIAN FOOTBRIDGE REFER STRUCTURAL DRAWINGS

9.5mTO PIER 2 ℄

NOTES:1. FOR GENERAL NOTES REFER TO DRAWING ML17218-G02 & G03.

PIER

1

EAST

ABU

TMEN

T

M1037



CH 11

2.322

CH 15

2.570

www.pittsh.com.au

ABN 67 140 184 309

Ph. (07) 3058 7499

Queensland 4000

Brisbane

241 Adelaide Street

BRISBANE OFFICE

DRAWING No.

DRAWING TITLE

STATUS


PROJECT



REFERENCE FILES ATTACHED: ML17218-XLS01-13


SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND




1:250

A FOR REVIEW T. LEWIS T. LEWIS 28/02/2019B WORK IN PROGRESS A.DELEON T.LING C.MORTON 03/04/2019C FOR APPROVAL T. LEWIS T. LEWIS S. MASTER 03/05/2019G FOR APPROVAL R. NG T. LEWIS S. MASTERS 08/07/2019H FOR APPROVAL FB T. LEWIS A. MOON 15/08/2019I FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

VERTICAL

ALIGNMENT

G -5.49% G -4.95% G -4.95% G -7.14%

L 17.000m L 4.000m L 6.702m L 15.201m

HORIZONTAL

ALIGNMENT L 42.33m L 0.78m L 13.78m

180.0

0050

.841

51.03

9

196.5

2049

.973

50.13

3

200.0

0049

.703

49.96

020

0.520

49.66

249

.934

207.2

2249

.232

49.60

3

220.0

0048

.548

48.69

0

222.4

2448

.504

48.51

7

223.6

2448

.517

48.51

7

225.0

8848

.478

48.47

8

CHAINAGE


DESIGN FINISHEDSURFACE LEVEL

DATUM 41.00


G 0%G -2.68%

L 1.200mL 1.464m


0 105


7.52.5 2.5


RETAINING WALLEXISTING SURFACE

HANDRAIL (ONE SIDE)

M1037


CONCRETESHARED PATH

CH 22

3.624

MC01

MC01

00 20 40 60

80

100 120

140

160

180

200

220

225.090

HIP 2

HIP 1

HIP 3

HIP 4

HIP 5HIP 6

HIP 7

HIP 8HIP 9

HIP10

45

45

45

45 45

45

4544

44

4444

43

43

4343 4242

52

52

52

52

51

5050

49

49

49

49

49

48

48

48

4847

47

4747

4646

46

4646

45

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT



REFERENCE FILES ATTACHED: ML17218-X1121; ML17218-X1500


SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


ALIGNMENT AND SURVEY PLAN


1:500

A FOR REVIEW T.LEWIS T.LEWIS S.MASTERS 21/05/2019B FOR APPROVAL B. CAIRNS B. CAIRNS S. MASTERS 13/06/2019G FOR APPROVAL R. NG T. LEWIS S. MASTERS 08/07/2019 H FOR APPROVAL FB T. LEWIS A. MOON 15/08/2019 I FOR APPROVAL S. HUANG T. LEWIS A. MOON 24/10/2019J FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

0 2010


155 5

EXISTING PATH

EXISTING PATH

RO

NA

LD

S

TRE

ET

NORTHALIGNMENT

DESIGN BACK OF KERB,RONALD STREET UPGRADE(BY OTHERS)


SURVEY NOTES:1. SURVEY PROVIDED BY;

VERISPORT MELBOURNE VIC 3207Ph. 03 9676 7300

2. SURVEY MODEL M02084P1rev01.dwg3. CO-ORDINATE SYSTEM IS MGA94. HEIGHT DATUM IS AHD4. PUBLISHED SURVEY MARK "JIKA JIKA PM 153" (3rd ORDER

POSITION AND HEIGHT) WAS OBSERVED AND THE GPSRESULTS ADJUSTED TO MATCH.

M1037

INSERT

SEE INSERT

AutoCAD SHX Text

NAIL IN CONCRETE E 321792.33 N 5822224.01 Z 49.30

AutoCAD SHX Text


AutoCAD SHX Text

EDGARS

AutoCAD SHX Text

CREEK

MC01

MC01

00 20 40 60

80

100 120

160

180

200

220

225.090

45

45

45

45 45

45

4544

44

4444

43

43

4343 4242

52

52

52

52

51

50

5049

49

49

49

49

48

48

48

48

47

47

4747

4646

46

4646

45

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


LANDSCAPE PLAN

ML17218-C07 LFOR TENDERAHD / MGA C642T

1:500

B FOR APPROVAL R. NG T. LEWIS S. MASTERS 07/06/2019G FOR APPROVAL R. NG T. LEWIS S. MASTERS 08/07/2019H FOR APPROVAL FB T. LEWIS S. MASTERS 15/08/2019I FOR APPROVAL T. LEWIS T. LEWIS S. MASTERS 17/09/2019J FOR APPROVAL S. HUANG T. LEWIS S. MASTERS 24/10/2019K FOR APPROVAL S. HUANG T. LING A. MOON 31/10/2019L FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

0 2010


155 5

EXISTING PATH

NORTH


TREE 1TPZ 10.3m DIA.

SRZ 3.1m DIA

TREE 2TPZ 8.4m DIASRZ 2.9m DIA









PERMEABLE CONCRETE.REFER DRAWING C01

NOTESFOR GENERAL NOTES REFER TO DRAWING ML17218-G02 & G03.

.

TREE 1TPZ 8.4m DIASRZ 2.85m DIA TPZ TREE PROTECTION ZONE

SRZ STRUCTURAL ROOT ZONEFROM CENTRE OF TREE

APPROX. LOCATIONDN600 SEWER MAIN

RO

NA

LD

S

TRE

ET

OVERHEAD ELECTRICALTRANSMISSION LINES




LANDSCAPING NOTES1. CARE SHALL BE TAKEN TO ENSURE THAT NO DAMAGE IS CAUSED TO TREE

TRUNKS, ROOTS, CANOPY OR BRANCHES DURING CONSTRUCTION.2. WHEREVER POSSIBLE, CONSTRUCTION WORKS SHALL BE LOCATED OUTSIDE

THE TREE PROTECTION ZONE (TPZ) OF ANY TREE THAT IS TO BE RETAINED.3. FOR CONSTRUCTION WORKS WITHIN THE TPZ, THE CONTRACTOR SHALL

ENGAGE AN ARBORIST WITH A RECOGNIZED QUALIFICATION INARBORICULTURE TO PREPARE A TREE PROTECTION MANAGEMENT PLAN INACCORDANCE TO AS4970. THE PLAN SHALL BE APPROVED BY THE COUNCIL'SARBORIST PRIOR TO THE COMMENCEMENT OF WORKS.

4. ANY CONSTRUCTION WORKS WITHIN THE TPZ SHALL BE SUPERVISED BY ANARBORIST WITH A RECOGNIZED QUALIFICATION IN ARBORICULTURE.

5. NO EXCAVATION SHALL BE CARRIED OUT WITHIN THE STRUCTURAL ROOT ZONE(SRZ). IF EXCAVATION IN THE SRZ IS UNAVOIDABLE IT SHALL BENON-DESTRUCTIVE DIGGING AND BE CARRIED OUT WITH THE SUPERVISINGARBORIST PRESENT. REMEDIAL WORK SHALL BE CARRIED OUT TO THESATISFACTION OF THE ARBORIST AND SUPERINTENDENT.

6. ANY AREAS DISTURBED DURING CONSTRUCTION SHALL BE RE-VEGETATED.7. BRIDGE CONTRACTOR TO SUPPLY AND INSTALL NO GO ZONE

FENCING/FLAGGING TO ALL EXISTING VEGETATION/RE-VEGETATION AREASWITHIN THE WORK ZONE PRIOR TO BRIDGE WORK COMMENCING. THESE AREASTO BE MAINTAINED DURING CONSTRUCTION BY THE BRIDGE CONTRACTOR.

M1037


PERMEABLE CONCRETE

FRP DECKING

ASPHALT


RE-VEGETATION ZONE(BY COUNCIL)

ADJUST WALL POST SPACING TO AVOIDROOTS. ORDER CONCRETE SLEEPERSAFTER THE POST SPACING IS CONFIRMEDFROM THE NON-DESTRUCTIVE DIGGING.

ONCE INSPECTED BY REPRESENTATIVES OF THEREGISTERED ABORIGINAL PARTY (RAP), ALLNON-CONTAMINATED STOCKPILED AND EXCAVATEDMATERIAL FROM CONSTRUCTION ACTIVITIES IS TOBE SPREAD AND MULCHED BY THE BRIDGECONTRACTOR TO THE SATISFACTION OF COUNCIL INTHE REVEGETATION ZONE

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CREEK

www.pittsh.com.au

ABN 67 140 184 309

Ph. (07) 3058 7499

Queensland 4000

Brisbane

241 Adelaide Street

BRISBANE OFFICE

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


RETAINING/WING WALL ELEVATIONS


AS SHOWN (A3)

G FOR APPROVAL R.NG T.LEWIS S.MASTERS 08/07/2019H FOR APPROVAL FB T.LEWIS A. MOON 15/08/2019I FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

NOTES:1. FOR GENERAL NOTES REFER TO DRAWING ML17218-G02 & G03.2. WALL LENGTH HAS BEEN ROUNDED UP TO SUIT CONSTRUCTION

METHOD.3. WALL HEIGHTS ARE INDICATIVE AND REPRESENT THE

DIFFERENCE BETWEEN EXISTING SURFACE AND DESIGNFINISHED SURFACE LEVEL.

4. REFER STRUCTURAL DRAWINGS FOR RETAINING WALL DETAILS.

1120

830 @

CH

24

658

14175

402

907

4350

285

783 @

CH

212

992 @

CH

177

59601

1184

721 96

9 @ C

H 97

14175

896

5340

391

RETAINING WALL ELEVATIONCH 15 - CH 30 NORTHERN SIDE

1:200


1:200


1:200

RETAINING WALL ELEVATIONCH 15 - CH 30 SOUTHERN SIDE

1:200

RETAINING WALL ELEVATIONCH 105 - CH 111 SOUTHERN SIDE

1:200

DESIGN FINISHED SURFACE LEVEL

ESL

DESIGN FINISHED SURFACE LEVEL

ESL

0 80004000

SCALE IN MILLIMETRES - 1:200

60002000 2000

M1037

225.090

20

60

160

180

200

220

00

20

40

60

80

100

120

140

160

180

200

220

225.090

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


PATH CROSS FALL PLAN

ML17218-C09 KFOR TENDERAHD / MGA C642T

AS SHOWN

A ISSUED FOR REVIEW D. BRANCH B. CAIRNS S. MASTERS 19/07/2019H FOR APPROVAL FB B. CAIRNS A. MOON 15/08/2019I FOR APPROVAL S. HUANG B. CAIRNS A. MOON 24/10/2019J FOR APPROVAL S. HUANG T. LING A. MOON 31/10/2019K FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

0 2010


155 5

NORTH

NOTES1. FOR GENERAL NOTES REFER TO DRAWING

ML17218-G02 & G03.2. FOR DETAILS OF ELEVATED STRUCTURE

REFER STRUCTURAL DRAWINGS

2 WAY CROSS FALL 1% EACH WAY

1 W

AY C

ROSS

FAL

L 1%

CH 0.

00

TRAN

SITI

ON Z

ONE

CH 10

4.8

TRANSITION ZONE

2 WAY CROSS FALL TO LEVEL

CH 24

.3

CH 29

.3

CH 10

9.8

TRANSITION ZONE

LEVEL TO 1 WAY CROSSFALL

ELEVATED STRUCTURE

REFER STRUCTURAL DRAWINGS

CH 167.0

CH 162.0

CH 225.0

1 WAY CROSS FALL

1%

M1037

MC01

MC01

00 20 40 60

80

100 120

160

180

200

220

225.090

45

45

45

45 45

45

4544

44

4444

43

43

4343 4242

52

52

52

52

51

50

5049

49

49

49

49

48

48

48

48

47

47

4747

4646

46

4646

45

N

o

5

1

N

o

5

3

N

o

5

5

N

o

5

7

N

o

5

9

No 61

D

A

N

T

H

O

N

I

A

S

T

R

E

E

T

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ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


SITE CONTEXT PLAN

ML17218-C10 BFOR TENDERAHD / MGA C642T

1:500

A FOR APPROVAL S. HUANG T. LING A. MOON 07/11/2019B FOR TENDER S. HUANG T. LING A. MOON 11/11/2019

0 2010


155 5

EXISTING PATH

NORTH

SIGN W6-V103APROVISIONALITEM

PERMEABLECONCRETE.REFERDRAWING C01

NOTESFOR GENERAL NOTES REFER TO DRAWING ML17218-G02 & G03.

APPROX. LOCATIONDN600 SEWER MAIN

RO

NA

LD

S

TRE

ET

OVERHEAD ELECTRICALTRANSMISSION LINES




M1037


PERMEABLE CONCRETE

FRP DECKING

ASPHALT


RE-VEGETATION ZONE(BY COUNCIL)

ADJUST WALL POST SPACING TOAVOID ROOTS. ORDER CONCRETESLEEPERS AFTER THE POSTSPACING IS CONFIRMED FROMTHE NON-DESTRUCTIVE DIGGING.

TREEPROTECTIONZONE

PROP

ERTY

BOU

NDAR

Y(A

PPRO

X.)

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CREEK

TABLE 1 - PILE SCHEDULE

FOUNDATIONLOCATION PILE NO. SETOUT POINT

EASTINGSETOUT POINT

NORTHING CL BEARINGTOE OF PILE

RL(mAHD)

APPROX GROUNDSURFACERL(mAHD)

PILE CUT OFFLEVEL

RL(mAHD)

PILEDIAMETRE

(mm)

LENGTH OFPILE (m)

MIN. TOTALEMBEDMENTLENGTH (m)

INFERREDSOCKET

MATERIAL

MIN. ROCKSOCKET

LENGTH (m)

DESIGN ACTIONS AT THE TOP OF PILE

AXIAL LOAD MOMENT SHEARULS (kN) SLS (kN) ULS (kNm) ULS (kN)

EAST ABUTMENT A1 321663.074 5822189.229 62d58'23" 42.263 48.568 48.263 600 6.0 6.0 HW SILTSTONE 1.8 190 145 50 45

PIER 1 P1 321660.120 5822195.019 62d58'23" 41.617 47.244 46.617 600 5.0 5.0 HW SILTSTONE 2.1 305 225 120 40




PIER 5 P5a, P5b 321641.580 5822226.323 38d23'17" 36.368 44.283 43.868 750 7.5 7.5 HW-MWSILTSTONE 2.8 710 485 430 280

PIER 6 P6a, P6b 321624.347 5822239.982 38d23'17" 37.789 44.620 44.289 750 6.5 6.5 HW SILTSTONE 2.9 525 315 290 250

WEST ABUTMENT B1 321616.353 5822246.317 38d23'17" 38.735 45.047 44.735 600 6.0 6.0 HW SILTSTONE 2.0 265 200 125 150

WEST ABUTMENT

℄ BOARDWALK &PILE

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ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION


Nov. 11, 19 - 15:19:27 Name: ML17218-S01.DWG Updated By: Simon Huang

CITY OF MORELAND


FOUNDATION LAYOUT

ML17218-S01 CFOR TENDERAHD / MGA C642T

AS SHOWN (A3)


℄BEARING

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. A GEOTECHNICAL STRENGTH REDUCTION FACTOR ϕg OF 0.45 HAS BEEN ADOPTED AND SHALL BE APPLIED TO THE

ULTIMATE GEOTECHNICAL DESIGN PARAMETERS TO DERIVE THE DESIGN ULTIMATE GEOTECHNICAL CAPACITY.3. THE PILE EMBEDMENT LENGTH AND BASE MATERIAL IN TABLE 1 ARE THE DESIGN MINIMUM REQUIREMENTS. PILE

TOE LEVELS SHOWN ARE BASED ON INTERPRETATION OF AVAILABLE SITE INVESTIGATION. THE ACTUAL PILE TOELEVELS MAY VARY DEPENDING ON ACTUAL CONDITIONS.

4. PILE TOE LEVELS SHALL NOT BE VARIED FROM THE GIVEN VALUES IN TABLE 1 BY MORE THAN 1.0m WITHOUTWRITTEN APPROVAL FROM THE SUPERINTENDENT.

FOUNDATION LAYOUT PLAN

SETOUTPOINTGIVEN HERE

4300

℄ BOARDWALK &PILE

℄ BOARDWALK &

PILE

℄ BOARDWALK


5200


5200

℄PIER 4

SETOUTPOINTGIVEN HERE4300

4300 SETOUTPOINTGIVEN HERE

℄PIER 3

SETOUTPOINTGIVEN HERE4300

℄PIER 2

4300


℄PIER 1

℄ BEARING

4300


EAST ABUTMENT

NORTH

℄PIER 6

℄PIER 5

LENG

TH O

F PI

LE

TYPICAL PILE ELEVATION

50 TYP.

PILE CUT OFF LEVEL

SOFFIT OF PILE CAP/ABUTMENT/ PIER WALL

BORED PILE

TOE OF PILE

ROCK

SOC

KET

LENG

TH

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


ABUTMENTS


AS SHOWN (A3)


0 1000500


750250 250

EAST ABUTMENT - PLAN1:25

BORED PILE

℄ ABUTMENT / PILE

ABUTMENT - ELEVATION1:25

℄ABUTMENT / BOARDWALK / PILE / PATH

P1 5-N20 T & B

P4 N16-200 U-BAR

P3 N12 LIG SETS - 200

P6 N16-200 EF1-

SECTION1:25

2-

P7a EF

P4

2-

SECTION1:25

3-

P5

P7b

P3 LIG SETP1

P1

BORED PILE 800

300

MIN.

P2 EF

P1 T & B

P4 U-BAR

P3 LIG SET

APPROX. EXISTINGSURFACE

℄ BEARING / ABUTMENT / PILE

150

SECTION1:25

1-

250

750 E

AST

ABUT

MENT

925 W

EST

ABUT

MENT

UB2

P5 EF

SECTION1:25

4-

4-

℄

1655 1655

150 2000 1502000

550

250

(WEST ABUTMENT SIMILAR)

1870 1870

1200

MIN

.RO

CK S

OCKE

T

125

℄

N20-500 L-BAR

RL 48.963 EAST ABUTMENTRL 45.610 WEST ABUTMENT

FOOTPATH

460

125

3-

℄ABUTMENT / BOARDWALK / PILE / PATH

Ø600

N12-240HELIX

B1 10-N28

HELIX

B1

75CO

VER

N20-500 L-BAR

P8 N16-200 U-BAR

WING WALL (TYP.)

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. ANTI-GRAFFITI COATING (PERMANENT) SHALL BE APPLIED ON

ABUTMENT SURFACES TO THE SATISFACTORY OF THESUPERINTENDENT.

ANTI-GRAFFITI COATING(PERMANENT) ALL AROUNDREFER NOTE 3

200350MIN.

P10

PFC 3

PFC 3INSTALL 100x10mm ABELFLEXBETWEEN PFC 3 & ABUTMENTFENDER WALL (TYP.)

SECTION1:25

5-

400

65x50x8 UA GALVANISED SIDEBRACKET 5 CFW TO PFC 3 (TYP.)

PFC 3

DETAIL1:10

A-

65x8 EA 50 LG GALVANISEDBRACKET 5 CFW TO PFC 3 (TYP.)

300

A-

P5 N

16-2

00 E

FP2

N16

-300

EF

P7a N

16-2

00 E

FP7

b N16

-200

U-B

AR E

F

P10 N

12-1

50 U

-BAR

250 M

IN.

VARI

ES T

O SU

ITCO

NCRE

TE S

LEEP

ERRE

FER

ML17

218-

S13

P9 2-N12 U-BAR

P9

5-

P8 N

16-2

00 U

-BAR

P6 N

16-2

00 E

F

H1

H2

100MAX.

H3 N

12-7

5LIG

H3

H2 2-N16U-BAR

H1 2-N16U-BAR (TYP.)

100MAX.

Ø22 HOLE FOR 1-M16 4.6/S BOLTHEAD EMBEDDED WITH NUT AND50x50x5 THK WASHER200 EMBEDMENT

PFC 3 (TYP.)

30 TYP.

30 65

3065

Ø22 HOLE FOR 1-M16 4.6/S BOLTHEAD EMBEDDED WITH NUT AND50x50x5 THK WASHER200 EMBEDMENT

150

255

℄

M1037

CONCRETE SHAREDPATH

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


BRIDGE PIER WALLS


AS SHOWN (A3)


1000

300

MIN.

BORED PILES

PIER 5- ELEVATION1:25

P11 7-N28 T & B

P14 N20-200 U-BAR

P13 N12 LIG SETS - 200

P16 5-N20 L-BAR

1-

P12 EF

P11 T & B

P13 LIG SET

BORED PILE

℄BEA

RING

150

SECTION1:25

3-

P16

P18

P17a

P14

2-

SECTION1:25

2-

P15

P17b

P13 LIG SETP16 5-N20L-BAR

SECTION1:25

1-

BORED PILE

350

℄PILE

& PI

ER℄B

EARI

NG

P15 EF

P14 U-BAR

P17a 4-N16-150

0 1000500


750250 250

(PIER 6 SIMILAR)

PIER 5- PLAN1:25 (PIER 6 SIMILAR)

SECTION1:20

4-

P18 4-N20-150

3-

1100

MIN

.

4-

HELIXB11

℄BRIDGE / BOARDWALK

150

350

2100 2100

1725 1725

R500

℄ PIER / PILE

℄BRIDGE / BOARDWALK

530

2580

- PI

ER 5

C.O.

S.15

00 -

PIER

6 C.

O.S.

1500

MIN

.RO

CK S

OCKE

T

75CO

VER

℄

℄

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. ANTI-GRAFFITI COATING (PERMANENT) SHALL BE APPLIED ON PIER WALL

SURFACES TO THE SATISFACTORY OF THE SUPERINTENDENT.

RL 46.398 PIER 5RL 45.739 PIER 6

APPROX.EXISTINGSURFACE

N12-240HELIX

B1112-N28Ø750

40


190

175

1655 1655

1725 1725

100MAX.

H5 2-N16U-BAR

H6

H8

H7 2-N16 U-BAR

H7H5

H4

100MAX.

H6 N

12-7

5LIG

H4 2-N16U-BAR (TYP.)

N12-

150

LIG

P15 N

20-1

50 E

FP1

2 N16

-200

EF

P17b

N16

-200

EF

H8

M1037

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ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


BOARDWALK PIERS


AS SHOWN (A3)


0 1000500


750250 250

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. ANTI-GRAFFITI COATING (PERMANENT) SHALL BE APPLIED

ON PIER HEADSTOCK AND COLUMN SURFACES TO THESATISFACTORY OF THE SUPERINTENDENT.

SECTION1:25 (PIER 1)

2-

℄

℄

Ø600

N12-240 HELIX

B21 & B2410-N20

3-

PIER 1~4 - ELEVATION1:25

SECTION1:25 (PIER 1)

1-

N12 LIG SETS - 200

4300

℄BOARDWALK

400

300

1

1

50

700

℄PIER

10001-

6-N20 T

6-N20 B

2-N1

6 EF

APPROX. EXISTINGSURFACE

100

MAX.50

2-

3-

B24/B25/B26

B21/B22/B23

1500

MIN

. PIE

R 4

1200

MIN

. PIE

R 1,2

& 3

ROCK

SOC

KET

75CO

VER

DOUBLE WINDINGT&B

6-N20 T

2-N16 EF

N12 LIG SET-200

5-N16 LIG

LENG

TH =

600

PIE

1LE

NGTH

= 13

90 P

IE 2

LENG

TH =

174

6 PI

E 3

LENG

TH =

198

5 PI

E 4

RL 47.867 PIER 1RL 47.284 PIER 2RL 46.746 PIER 3RL 46.488 PIER 4

HELIX

HELIX

1000

5-N20 U-BAR T & B2-N16 U-BAR EF

5-N20 U-BAR T & BSECTION1:25 (PIER 2)

2-

℄

℄

Ø600

N12-240 HELIX

B22 & B2510-N28

3-

SECTION1:25 (PIER3 & 4)

2-

℄

℄

Ø750

N12-240 HELIX

B23 & B2612-N28

3-

4-

1655 1655

SECTION1:25 (PIER 2,3 & 4)

1-

100MAX.

N12-

75LIG

H11 2-N16 U-BAR (TYP.)

200 200

H13

H12 2-N16 U-BAR(TYP.)

100MAX.

6-N20 T

2-N16 EF

H12

100MAX.

H13

℄PIER/ BEARING

700

N12 LIG SET-200

1000

SECTION1:25

4-

1000

1000

5 N20

U-B

AR5 N

16 LI

G

5 N20 U-BAR

2-N16 U-BAR

6-N20 B

6-N20 B

H13


700

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


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Victoria 3006

Ph. (03) 9682 5290

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DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


BEARING DETAILSSHEET 1


AS SHOWN (A3)


0 400200


300100 100

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. GROUT TO BE NON-SHRINK CEMENTITIOUS GROUT WITH 50 MPa

MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.

520

℄ PLATE/ SHS 2/ BEARING

℄ BEARING BEARING ℄

4-M30 8.8/S HD BOLT WITHHEAD EMBEDDED500 EMBEDMENT

5 NOM. GAPTYP.

TOP PLATE MARK 'D'8 CFW ALL AROUND TO SHS 2

LAMINATED BEARINGGRANOR GAB-04

BASE PLATE MARK 'B'

2 NOM.GAP TYP. 20 GROUT NOM. (TYP.)

REFER NOTE 3

ONE FULL NUT (TOP) ONEHALF NUT WITH 75x75x5TAPERED WASHER

BEARING SLIDINGBRACKET MARK 'E'

TOP PLATE MARK 'A'8 CFW ALL AROUND TO SHS 2

BEARING FIXBRACKET MARK 'C'

BEARING SLIDING BRACKET MARK 'E'1:10

BEARING FIX BRACKET MARK 'C'1:10

40 40

PIER 6 BEARING1:20

PIER 5 BEARING1:20

℄ PIER/ PILE

PIER 5 LOWER BEARING - PLAN1:10 (PIER 6 LOWER SIMILAR; TOP PLATE NOT

SHOWN FOR CLARITY)

BEARING TOP PLATE MARK 'A'1:10

BEARING TOP PLATE MARK 'D'1:10

300

10 TYP.

5555

150

230

125x12 KEEPER BAR 5CFW TOOUTSIDE ONLY EACH SIDE

10TYP. Ø38 HOLE (TYP.)

BEARING BRACKET 6 CFWALL AROUND TO BASEPLATE

90TYP.

45055

TYP.

210

50 TYP.

250

70 TYP.

45055

TYP.

Ø38 HOLE (TYP.)

Ø38x70 LG SLOTTEDHOLE (TYP.)

280

100

60

10TYP.

20 THK PLATE 6 CFWAT BOTH SIDES

25

25

Ø15CHAMFER

100

280

100

100

100 20 THK PLATE 6 CFW

AT BOTH SIDES

Ø15CHAMFER

100

100

BOARDWALK BEARINGREFER ML17218-S06 FORDETAILS

ROUND BEARINGREFER ML17218-S06 FORDETAILS

20-33.5 THKTAPERED PLATE

BASE PLATE MARK 'B'20 THK

INSTALL 5mm ABELFLEXTO FILL ALL GAPS

SECTION1:10

1-

SECTION1:10

2-

2-

BRIDGE BEARING

1-

℄ BEARING/WALL

℄ BEARING/WALL


5 NOM. GAPTYP. INSTALL 5mm ABELFLEX

TO FILL ALL GAPS


℄ PLATE/ BEARING

℄ PLATE/ SHS 2

℄ PLATE

℄ PLATE/ SHS 2

℄ PLATE

10TYP.

℄ PIER/ PILE

20-33.5 THKTAPERED PLATE

LAMINATED BEARINGGRANOR GAB-04

M1037

www.pittsh.com.au

ABN 67 140 184 309

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REVISION



CITY OF MORELAND


BEARING DETAILSSHEET 2


AS SHOWN (A3)


0 400200


300100 100

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. GROUT TO BE NON-SHRINK CEMENTITIOUS GROUT WITH 50 MPa

MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS.

PIER 2~4 BEARING1:20

EAST ABUTMENT BEARING1:20 (WEST ABUTMENT SIMILAR)

℄ PIER / BEARING℄ ABUTMENT/ BEARING

℄

4-M30 8.8/S HD BOLT WITH HEADEMBEDDED400 EMBEDMENT (PIER 3 ONLY)AND4-M24 8.8/S HD BOLT WITH HEADEMBEDDED300 EMBEDMENT (OTHER LOCATIONS)

TOP PLATE MARK'L' (ABUTMENT)'K' (P1, P6)

GRANOR BS-200-20/170

BASE PLATE MARK 'J'

2 NOM.GAP TYP.

20 GROUT NOM. (TYP.)REFER NOTE 3

ONE FULL NUT (TOP) ONE HALFNUT WITH 75x75x5 (TAPEREDWASHERS FOR TAPERED PLATES)

BOARDWALK BEARING - ELEVATION1:10

100x6 CURVED KEEPER BAR 5CFW TOOUTSIDE ONLY EACH SIDE

Ø36 HOLE (PIER 3 ONLY)Ø30 HOLE (PIER 1; 2; 4 & 5)

250

Ø200

ROUND BEARING - PLAN1:10 (TOP PLATE NOT SHOWN FOR CLARITY)

BOARDWALK BEARING - PLAN1:10 (TOP PLATE NOT SHOWN FOR CLARITY)

70 TYP.

50TYP.

BEARING BASE PLATE MARK 'G'12 THK

400

100x6 KEEPER BAR 5CFW TOOUTSIDE ONLY EACH SIDE

Ø30 HOLE(TYP.)

250

50TYP.

BEARING BASE PLATE MARK 'J'12 THK

400

200

170

250

70 TYP.

50

400

250

70 TYP.

250

70 TYP.

250

70 TYP.

30050 50

400

30050

50TYP.

400

50TYP.

400

Ø36 HOLE(TYP.)

ROUND BEARING TOP PLATE MARK 'F'1:10 (PIER 3 ONLY)

ROUND BEARING TOP PLATE MARK 'H'1:10


20 THK PLATE 6 CFWALL AROUND TO UB 2

20-32 THK TAPERED PLATE (PIER 4, 5)20 THK PLATE (PIER 1, 2)6 CFW ALL AROUND TO UB 2

Ø30 HOLE(TYP.)


BOARDWALK BEARING TOP PLATE MARK 'K'1:10 (PIER 1 & PIER 6)

BOARDWALK BEARING TOP PLATE MARK 'L'1:10 (ABUTMENTS)

℄ PLATE/ UB 2/ BEARING

℄ PLATE/ BEARING

70 TYP.

℄ PLATE/ BEARING

℄ PLATE/ UB 2/ BEARING

℄ PLATE

℄ PLATE/ UB 2

℄ PLATE

℄ PLATE/ UB 2

℄ PLATE

℄ PLATE/ UB 2

℄ PLATE

℄ PLATE/ UB 2

℄ BEARINGBEARING ℄

ROUND BEARINGBOARDWALKBEARING

PIER 1 BEARING1:20

℄ PIER 1 TOWARDSABUTMENT

ROUNDBEARING

BOARDWALKBEARING

GRANOR CIRCULAR BS-200-20

℄TOP PLATE MARK'F' (P3)'H' (P1, P2, P4, P5)

4-M24 8.8/S HD BOLT WITHHEAD EMBEDDED300 EMBEDMENT

BASE PLATE MARK 'G'

20 GROUT NOM. (TYP.)REFER NOTE 3

ONE FULL NUT (TOP) ONE HALF NUTWITH 75x75x5 (TAPERED WASHERSFOR TAPERED PLATES)

2 NOM.GAP TYP.

ROUND BEARING - ELEVATION1:10

180 180 160

200 200

10 THK STIFFENER6 CFW TO UB 2 (TYP.)

160

F, H

G

H

G K

J

L

J

20 THK PLATE 6 CFWALL AROUND TO UB 2

20-38 THK TAPERED PLATE6 CFW ALL AROUND TO UB 2

20

38

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


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Victoria 3006

Ph. (03) 9682 5290

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PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


BRIDGE DETAILS


AS SHOWN (A3)


0 40002000


30001000 1000

SHS 1 (TYP.)

PFC 1(TYP.)UB 1

END VERTICALSFSBW T&B

INTERNAL VERTICALS6 CFW T&BDIAGONAL MEMBERS

8 CFW T&B

BRIDGE ELEVATION1:100 (MESH NOT SHOWN FOR CLARITY)

℄PIE

R 6

DETAIL1:15

A-

DETAIL1:15

B-

DETAIL1:15

C-

A-

B-

C-

℄PIE

R 5

21990

10 EQUAL SPACING @ 2200

5500 5500FSBW SPLICINGCONNECTION

50TYP.

℄BRIDGE

SECTION1:100

1-

SHS 1

SHS 2

HANDRAIL

RHS 1

SHS

3

1-

UB 1

(TYP

.)

EA 1 (TYP.)

3450

3000CLEAR

3450

50

2350

900

150

1400

660MAX.

SHS 3 (TYP.)

RHS 2 (TYP.)

SHS 2

SOLAR LIGHTING (TYP.)REFER NOTE 3

20

SHS 3

6 THK PLATE6 CFW ALL AROUND(TYP.)

2-M24 8.8/S BOLTSWITH NUT ANDWASHERS (TYP.)

EA 1 (TYP.)UB 1

℄SHS 1

10

4060

40

EA 1

EA 1 EA 1

UB 1

20

℄SHS 1

10SHS 3

Ø18 HOLE FOR1-M16 8.8/S BOLT WITHNUT AND WASHERS T & BADD 6 THK WASHER INBETWEEN EA 1

STEEL SCHEDULEMARK MEMBER COMMENTS

SHS 1 150x150x9 SHS BRIDGE SPAN TOP CHORD

SHS 2 150x150x8 SHS BRIDGE SPAN BOTTOM CHORD

SHS 3 150x150x8 SHS BRIDGE SPAN VERTICAL

SHS 4 89x89x5 SHS BOARDWALK RAIL POST

RHS 1 100x50x6 RHS BRIDGE SPAN DIAGONAL

RHS 2 100x50x6 RHS KERB RAIL

RHS 3 100x50x5 RHS BOARDWALK TOP RAIL

UB 1 250UB31 BRIDGE SPAN CROSS BEAM

UB 2 460UB82 BOARDWALK GIRDER

UC 1 100UC14.8 RETAINING WALL POST (GALVANISED)

PFC 1 150 PFC DECK JOIST

PFC 2 230 PFC BOARDWALK CROSS BEAM

PFC 3 100 PFC RETAINING WALL END POST (GALVANISED)

EA 1 75x5 EA BRIDGE SPAN HORIZONTAL BRACE

EA 2 50x5 EA BOARDWALK HORIZONTAL BRACE

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. STEEL TRUSS TO BE PRE-CAMBER UPWARD OF 6mm TO THE TOP & BOTTOM CHORDS.3. SOLAR LIGHTING IN PAIRS TO TOP OF DECK AT 600 CRS TYP. REFER TO TECHNICAL

SPECIFICATION.4. RAIL POST SHALL BE ERECTED VERTICALLY.5. FRP GRATING SHALL BE CUT AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS.

CUT EDGE AND OPEN SIDE OF GRATING SHALL BE GROUND SMOOTH AND GIVEN A LIGHTCOATING OF UV STABLE, 2 PART RESIN. ANY GAP>5mm OR OPEN SIDE OF GRATING SHALLBE COVERED BY BLACK FRP ANTI-SLIP STRIP WITH ONE SIDE TO BE SECURED TOGRATING. CANTILEVER OF GRATING SHALL BE AVOIDED.

6. INITIAL INSTALLATION GAP AT 20°C (± 10°C = 4.8mm)

WELDED MESHPANEL (TYP.)

ENVIROWALKMICRO-MESHGRATING 30 THICK

DS10

FSBW T & B FLANGES6 CFW WEB

HANDRAIL

GRATING TO BECONTINUOUSREFER NOTE 5

2200TYP.

19

40

SECTION1:40

2-

D-

EJ

TYP.

TYP.

2-

SHS 3 (TYP.)

-+

BLACK FRP ANTI-SLIPSTRIP (STAIRCARESC-R74) REFER NOTE 5

GRATING

25 GAPREFER NOTE 6

GRATING

DETAIL1:5

D-

3

NOM. 25GAP

M1037

WELDED WIREMESH PANEL(TYP.)

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

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DRAWING No.

DRAWING TITLE

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PROJECT



REFERENCE FILES ATTACHED: ML17218-X1111


SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


BOARDWALK DETAILSSHEET 1


AS SHOWN (A3)


0 20001000


1500500 500

WEST ABUTMENT TO PIER 6 SPAN ELEVATION1:50

UB 2

UB 2

EA 2 EA 2

PFC

2

PFC

2

PFC

2

SHS 4(TYP.)

2000 MAXTYP.

1200LANDING

9000

WELDED WIREMESH PANEL(TYP.)

UB 2

HANDRAIL

SHS

4 (T

YP.)

RHS 3

RHS 2

1-

SECTION1:50

1-

PFC 2(TYP.)

CRANK UB 2AND PFC 1

= = = =

114

RAMP

Ø18 HOLE FOR1-M16 8.8/S BOLT WITHNUT AND WASHERS

EA 2MOUNTED ON BOTTOMFLANGE OF UB 2

UB 2

TYPICAL HORIZONTAL BRACINGCONNECTION TO UB 21:15

℄PIE

R 6

℄WES

TAB

UTME

NT

BRIDGE TRUSS

TYPICAL HORIZONTAL BRACINGCONNECTION1:15

EA 2 EA 2

Ø18 HOLE FOR1-M16 8.8/S BOLT WITH NUTAND WASHERS T & BADD 2-6 THK WASHERS INBETWEEN EA 2

2000 MAX.TYP.

EA 2 EA 2 EA 2 EA 2 EA 2 EA 2

PFC

2

PFC

2

PFC

2

GRATING TO BECONTINUOUSREFER NOTE 4

BLACK FRP ANTI-SLIP STRIP(STAIRCARE SC-R74) REFERNOTE 4

GRATING

10 GAPREFER NOTE 5

30 30

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. RAIL POST SHALL BE ERECTED VERTICALLY.4. FRP GRATING SHALL BE CUT AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS.

CUT EDGE AND OPEN SIDE OF GRATING SHALL BE GROUND SMOOTH AND GIVEN A LIGHTCOATING OF UV STABLE, 2 PART RESIN. ANY GAP>5mm OR OPEN SIDE OF GRATING SHALLBE COVERED BY BLACK FRP ANTI-SLIP STRIP WITH ONE SIDE TO BE SECURED TOGRATING. CANTILEVER OF GRATING SHALL BE AVOIDED.

5. INITIAL INSTALLATION GAP AT 20°C (± 10°C = 1.0mm)-+

DETAIL1:5

A-

CONCRETE FOOTPATH FINISH SURFACE

AS09

EJ

℄WES

TAB

UTME

NT

A-

EJ

℄PIE

R 6

BLACK FRPANTI-SLIP STRIPREFER NOTE 4

NOM. 25GAP

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


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Victoria 3006

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SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND




AS SHOWN (A3)


0 60003000


45001500 1500

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. RAIL POST SHALL BE ERECTED VERTICALLY.4. INITIAL INSTALLATION GAP AT 20°C (± 10°C = 2.2mm)5. UB 2 TO BE CURVED AND CONTINUOUS OVER PIER 2, PIER 3 AND PIER 4.5. FRP GRATING SHALL BE CUT AND INSTALLED AS PER MANUFACTURER'S

SPECIFICATIONS. CUT EDGE AND OPEN SIDE OF GRATING SHALL BEGROUND SMOOTH AND GIVEN A LIGHT COATING OF UV STABLE, 2 PARTRESIN. ANY GAP>5mm OR OPEN SIDE OF GRATING SHALL BE COVEREDBY BLACK FRP ANTI-SLIP STRIP WITH ONE SIDE TO BE SECURED TOGRATING. CANTILEVER OF GRATING SHALL BE AVOIDED.

6. HANDRAIL, TOP RAIL, KERB RAIL AND MESH PANEL TO BE CURVED INPLAN TO MATCH GIRDER HORIZONTAL ALIGNMENT.

PIER 5 TO EAST ABUTMENT SPANS ELEVATION1:150

℄EAS

TAB

UTME

NT

℄PIE

R 5

℄PIE

R 4

℄PIE

R 3

℄PIE

R 2

℄PIE

R 1

PIER 5 TO EAST ABUTMENT SPANS PLAN1:150

WELDED MESHPANELS (TYP.)REFER NOTE 6

BRIDGE TRUSS

FPBW CRANKUB 2 (TYP.)SPLICE SPLICE

SPLICE

1500LANDING

1200LANDING

UB 2REFER NOTE 5

RAIL POST SHS 4 (TYP.)REFER NOTE 3

RHS 3 (TYP.)REFER NOTE 6HANDRAIL

REFER NOTE 6

278

249

℄PIE

R 5

℄PIE

R 4

℄PIER

3

℄PIE

R 2

℄PIE

R 1

℄EAS

TAB

UTME

NT

SPLIC

E

SPLIC

E

PFC 1(TYP.)

EA 2(TYP.)

SPLIC

E

SPLIC

E

SPLIC

E

SPLIC

E

PFC 2(TYP.)

UB 2 CURVED

END OF CURVE

END OF CURVE

== =

=

=

=

=

750 750 =

=

=750 750

1650=

=

600

600

=

=

=

TYPICAL 'UB 2 ' SPLICE JOINT - ELEVATION1:10

℄JOINT

℄JOINT

TYPICAL 'UB 2 ' SPLICE JOINT - PLAN1:10

4080

4080

40

80 80 45 45 80 8040 40

490

10 GAP (TYP.)

UB 2

5555

℄BEAM

320x180x6 THK PLATEWITH 8-M24 8.8/TF BOLTSBOTH SIDES

45 45 4545

490x190x16 THK PLATEWITH 12-M24 8.8/TF BOLTSTOP & BOTTOM

UB 2

℄BEAM

2000 MAX.TYP.

GAP COVER (TYP.)

=

114

114

114

133

40

-+

EJ

EJ

EJ

EJ

EJEJ

AS08

GAP COVER15 GAP REFER NOTE 4

* DIMENSIONS ARE BASED ON ML17218-C01 TO ML17218-C04

9260 * 8290 * 7540 * 1500LANDING

8150 * 5900 *

1970

2200

1655

2050

1650

ES10

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND




AS SHOWN (A3)


0 200100


15050 50

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. SOLAR LIGHTING IN PAIRS TO TOP OF DECK AT 600 CRS TYP. REFER TO TECHNICAL

SPECIFICATION.4. ALL HANDRAIL ELEMENTS SHALL BE GRADE 316 STAINLESS STEEL 240 GRIT POLISHED

FINISH AND TO THE FOLLOWING STANDARDS:HANDRAIL TUBE: ASTM A269/A269MPLATE: ASTM A276SCREWS: ASTM F593HANDRAIL TO BE CURVED IN PLAN TO MATCH GIRDER HORIZONTAL ALIGNMENT.

5. CARRY THE PAINT ONTO THE STAINLESS STEEL PLATE AND SADDLE. DO NOT USE ANINHIBITIVE PRIMER (SUCH AS A ZINC-BASED FORMULATION) ON THE STAINLESS STEEL.THE SURFACE SHALL BE ABRADED WITH NON-METALLIC ABRASIVES. APPLY ANON-INHIBITIVE EPOXY PAINT COAT PRIOR TO THE APPLICATION OF THE DESIREDTOPCOAT.

℄BRIDGERHS 3 (TYP.)

WELDED WIREMESH PANEL

ENVIROWALKMICRO-MESHGRATING 30 THICK

PFC1PFC 2

3000CLEAR

3390

50

900

150TYP.

1400

SHS 4 (TYP.)

RHS 2 (TYP.)

UB 2

620MAX.3310

EA 2

TYPICAL BOARDWALK SECTION1:40

105

105

55 552-Ø18 HOLES

PALTE/SHS4 ℄

℄ PLATE/SHS4

3030

16 THK PLATE

6

SOLAR LIGHTING (TYP.)REFER NOTE 3

20 GAP

150 160ROUND OVER BOTH ENDS

2- 5 CFW THIS SIDE ONLY

Ø44.45x2.6 STAINLESS STEEL316 GRADE TUBE

SLEEVEØ38.1x2.6 STAINLESS STEEL316 GRADE TUBE

TYPICAL HANDRAIL EXPANSION JOINT1:5

50 50Ø10 DRAIN HOLEBOTH SIDES OFEXPANSION JOINT SECTION

1:52-

270°

R20

50x16 THK STAINLESS STEEL PLATE316 GRADE (PAINTED BLACK)REFER NOTE 5PLATE TO BE ALIGNED WITHHANDRAIL

CORNERS5mm RADIUS

DETAIL1:5

B-

SECTION1:5

1-

1-

STAINLESS STEEL HANDRAIL (UNPAINTED)FIXED TO SADDLE WITH 2 No. SECURITY TYPE8 GAUGE STAINLESS STEEL TORX TAMPER PROOFFLAT HEAD COUNTERSUNK SELF TAPPING SCREWS

B-

A-

DETAIL1:15

A-

C-

DETAIL1:5

C-

150TYP.

70

1-M16 8.8/S BOLTS WITHNUT AND WASHERS

2-M16 8.8/TB BOLTS WITHNUT AND WASHERS

RHS 2

WELDED WIREMESH PANEL

SHS 4

PFC 1

EA 2

20 GAPNOM.

UB 2

PFC 2

10 THK STIFFENER PLATE6 CFW BOTH SIDES

2-M20 8.8/S BOTLS WITHNUT AND WASHERS

20

6

1-M16 8.8/S BOLTWITH NUT ANDWASHER

PFC 1

PFC 2 / UB 2

S07D

15 NOM.

ENVIROWALK MICRO-MESHGRATING TO BE SECURED TOPFC 1 ONLY

SHS 4

3-

SECTION1:5

3-

HANDRAIL

10 G

APTY

P.

6

75

35

35

10 THK PLATE

5 CFW ALL AROUNDWELDING AS PERAS/NZS 1554.6

FSBW AS PERAS/NZS 1554.6

DETAIL1:15

ES09

PFC 2

PFC 1PFC 1

10 GAPTYP.

10 THK FOLDED PLATE6 CFW ALL AROUND TOPFC 2 (TYP.)

25TYP.

35TYP.

SHS 4 (PAINTEDIN BLACK)

6 THK STAINLESS STEELHANDRAIL FIXING SADDLE(PAINTED IN BLACK)REFER NOTE 5

TYPICAL HANDRAILTERMINATION DETAILS PLAN1:15

150

M1037

℄ POST

R65

DOMED BUTTON

300 150

SHS 4 (PAINTEDIN BLACK)

10 NOM.GAP

STAINLESS STEEL HANDRAIL

5025 50 25

3 THK END CAP

www.pittsh.com.au

ABN 67 140 184 309

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DRAWING No.

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SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


MESH FIXING DETAILS


AS SHOWN (A3)


TYPICAL MESH PANEL ELEVATION - BRIDGE1:25 (LOOKING FROM INSIDE)

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.

℄SHS

3TYPICAL MESH PANEL ELEVATION - BOARDWALK1:25 (LOOKING FROM INSIDE, CONCRETE SHARED PATH SIMILAR)

℄SHS

3

2-

SECTION1:5

1-

SECTION1:5

2-

RHS 3

SHS 4(TYP.)

RHS 2

HANDRAIL

SHS 1

SHS 3(TYP.)

GRYFFIN358 WELDED MESH PAINTED IN BLACKHORIZONTAL APETURE 72.2mm VERTICALAPETURE 8.7mm MESH PANELS BOLTED TOMEMBERS (TYP.)

SIDE BRACKET(TYP.)

RHS 2

BOTTOMBRACKET (TYP.)

RHS 1(TYP.)

SHS 1 ORRHS 3 TOP BRACKET 50X6 EA

M8 COACH BOLT IN Ø10HOLE & GRYFFIN 358WASHER & SHEAR NUT@ 300 CRS MAX.

25

RHS 2

BOTTOM BRACKET50x6 EA

M8 COACH BOLT IN Ø10HOLE & GRYFFIN 358WASHER & SHEAR NUT @300 CRS MAX.

25

WELDED MESH PANEL

MESH PANEL

SHS 3 ORSHS 4

℄SHS

4

℄SHS

4

0 1000500


750250 250

A-

TOP BRACKET(TYP.)

C- B

-

D-

BOTTOMBRACKET (TYP.)

SIDE BRACKET(TYP.)

HANDRAIL

600TYP.

TOP BRACKET(TYP.)

E-

F-

500TYP.

G-

DETAIL1:5

A-

DETAIL1:5

B-

DETAIL1:5

C-

DETAIL1:5

D-

DETAIL1:5

E-

DETAIL1:5

F-

DETAIL1:5

G-

200 T

YP.

225 T

YP.

20

M12 4.6/S BOLT WITH Ø14 HOLEON CLEAT BRACKET & Ø14x20 LGSLOTTED HOLE ON BOTTOMBRACKET

CLEAT BRACKET 50x6 EA 50 LG6 CFW TO RHS 2

20

SHS 3 ORSHS 4

FIN PLATE 50x50x8 THK WITHØ10x18 LG HORIZONTALSLOTTED HOLE6 CFW TO MEMBER BOTHSIDES (TYP.)

2-

1-

1-

10 GAPTYP.

90TYP.

50 5 GAPTYP.

5 GAP

TYP.

83 TYP.

505 G

APTY

P.

FIN PLATE BEHIND (TYP.)

97

CUT OFF ANGLE FLANGETO CLEAR SHS 2

CUT OFF ANGLE FLANGE TOCLEAR (TYP.)

155

138

75TYP.

5 GAP

TYP.

83 TYP.

505 G

APTY

P.

125TYP.

TOP BRACKET

SIDE BRACKET50x6 EA (TYP.)

BOTTOM BRACKET

10 GAPTYP.

10 GAPTYP.

26TYP.

5 GAPTYP.

50

5 GAP

TYP. 60 TY

P.50

5 GAP

TYP.

SIDE BRACKET50x6 EA (TYP.)

TOP BRACKET

19TYP.

BOTTOM BRACKET

10 GAPTYP.

5 GAP

TYP.

60 TYP.

505 G

APTY

P.

106TYP.

50TYP.

5 GAPTYP.

TOP BRACKET

CLEAT BRACKETBEHIND

CLEAT BRACKET

SHS 2

PFC 1(TYP.)

H-

H-

UB 2PFC 2

PFC 1

SHS 1 SHS 1 RHS 3 RHS 3

SHS

3

RHS 2

SHS

4

SHS

4

SHS

4

RHS 2SHS

3

SHS

3

SIDE BRACKET

FIN PLATE BEHIND

SIDE BRACKET

FIN PLATE BEHIND(TYP.)

SIDE BRACKET

FIN PLATE BEHIND

SIDE BRACKET

FIN PLATE BEHIND

SHS 1/ RHS3 CUTOFF ANGLE FLANGETO CLEAR (TYP.)

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



CITY OF MORELAND


CONCRETE SHARED PATHDETAILS


AS SHOWN (A3)


0 20001000


1500500 500

NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. CONCRETE SHARED PATH IN ACCORDANCE WITH MORELAND CITY COUNCIL TECHNOTE

A110.03 AND STANDARD DRAWING SD 222.4. THE SLAB EDGE THICKENING TO BE TERMINATED AT FIRST CONSTRUCTION JOINT LOCATED

BEYOND THE HANDRAIL.5. DN100 AGRICULTURAL DRAINAGE PIPE INSTALLED AND CONNECTED TO EXISTING DRAINAGE

INFRASTRUCTURE AS DIRECTED BY MORELAND CITY COUNCIL ENGINEER.6. CONCRETE SLEEPERS AND POSTS SHALL BE INSTALLED AS PER MANUFACTURER'S

SPECIFICATIONS. CONCRETE SLEEPERS SHALL BE INSTALLED AFTER RETAINING WALLFOOTING HAS ATTAINED AT LEAST 15 MPa COMPRESSIVE STRENGTH OF CONCRETE.

7. GROUT TO BE NON-SHRINK CEMENTITIOUS GROUT WITH 50 MPa MINIMUM COMPRESSIVESTRENGTH AT 28 DAYS.

8. FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 150mm LOOSE THICKNESS ANDCOMPACTED TO ACHIEVE 95% STANDARD COMPACTION DRY DENSITY AS PER AS 3798-2007.THE BACK FILL MATERIALS SHALL BE TESTED TO ENSURE IT MEETS THE REQUIRED MINIMUMCOMPACTION CRITERIA. REFER TO PROJECT SPECIFICATIONS ON EROSION MANAGEMENTOVERLAY.

9. GRANITIC SAND TOPPING VERGE AS PER MORELAND CITY COUNCIL TECHNOTE A 110.05.

DETAIL1:15

B-

SECTION1:50

2-

3000 10001000

11% FALL

ESL

5

CONCRETE SHARED PATHREFER NOTE 3

LEGENDEJ - EXPANSION JOINT ( MAX. SPACING 15m)CJ - CONTRACTION JOINT (MAX SPACING 1.5m)

CONCRETE SHARED PATH PLAN1:150

HANDRAILTERMINATION

HANDRAILTERMINATION

GRASS BEDDING

EJ

CJ

CJ

CJ

CJ

CJ

CJ CJ CJ CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

2-

WING WALL

1-

SECTION1:50

3S13

SLAB EDGE THICKENINGTERMINATION REFER NOTE 4

170°

APPROX.EXISTING GROUNDPROFILE

RETAINING WALL FOOTINGØ600 CONCRETE (TYP.)

200

1.6 H

H

1400

100

MIN.

3000150

℄ PATH

150

CONCRETE SUNSET SLEEPER200x80x2000 LG WITH UC 1 POST@ 2025 CRSREFER NOTE 6

TRANSITION FALL REFERTO CIVIL PACKAGE

AG PIPE REFER NOTE 5 (TYP.)

20mm GRAVEL OR CRUSHEDSTONE MIN. 300mm AROUND AGPIPE (TYP.)

TYPE B MATERIAL AS PERVICROADS SECTION 204

3490

900

HANDRAIL TO BE INSTALLED INACCORDANCE WITH AS1428DDA COMPLIANTREFER ML17218-S10


WELDED MESHPANEL

RHS 3

SHS 4A

S13

4-

SL72 MESH SLABREINFORCEMENT CENTREREFER NOTE 3 SECTION

1:54-

105

105

55 552-Ø22 HOLES

℄

℄

3030

16 THK PLATE

6

SHS 4


WING WALL

SHS 4

21

℄ SHS 4

WELDED MESH PANELREFER ML17218-S11

RHS 2

125

MIN.

2-M16 8.8/TB HD BOLTS HEADEMBEDDED WITH NUT AND50x50x5 THK WASHER200 EMBEDMENT

250

150

300TYP.

L8TM 200

2 N20 1500 LONGTOP COVER 120

2 N12 U-BARSAT POST LOCATIONSN12-200 U-BARSELSEWHERE

600

10 GROUTREFER NOTE 7

50


125

GRANITIC SANDTOPPINGREFER NOTE 9

GRANITIC SANDTOPPINGREFER NOTE 9

BENCH REFER TOCIVIL PACKAGE

SECTION1:50

1-

APPROX.EXISTING GROUNDPROFILE

H

1400

3000150℄ PATH

150

3490

900



WELDED MESHPANEL

RHS 3

SHS 4B-

WING WALL

RETAINING WALL FOOTINGØ600 CONCRETE (TYP.)

200

1.6 H

100

MIN.

AG PIPE REFER NOTE 5 (TYP.)

20mm GRAVEL OR CRUSHEDSTONE MIN. 300mm AROUND AGPIPE (TYP.)


1% FALL1% FALL

M1037

www.pittsh.com.au

ABN 67 140 184 309

MELBOURNE OFFICE


Southbank

Victoria 3006

Ph. (03) 9682 5290

Fax. (03) 9682 5292

CITY OF MORELAND


RETAINING/ WING WALL


AS SHOWN (A3)


DRAWING No.

DRAWING TITLE

STATUS


PROJECT





SIGNED

DATE

DATUMS: CLIENT No.



REVISION



NOTES1. REFER TO ML17218-G02 & G03 FOR GENERAL NOTES.2. REFER TO ML17218-S07 FOR STEEL SCHEDULE.3. CONCRETE SHARED PATH IN ACCORDANCE WITH MORELAND CITY COUNCIL TECHNOTE A110.03

AND STANDARD DRAWING SD 222.4. DN100 AGRICULTURAL DRAINAGE PIPE INSTALLED AND CONNECTED TO EXISTING DRAINAGE

INFRASTRUCTURE AT THE CORNER OF RONALD AND DANTHONIA STREET AS DIRECTED BYMORELAND CITY COUNCIL ENGINEER.

5. CONCRETE SLEEPERS AND POSTS SHALL BE INSTALLED AS PER MANUFACTURER'SSPECIFICATIONS. CONCRETE SLEEPERS SHALL BE INSTALLED AFTER RETAINING WALL FOOTINGHAS ATTAINED AT LEAST 15 MPa COMPRESSIVE STRENGTH OF CONCRETE. .

6. RETAINING WALL IS DESIGNED TO 10KPa SURCHARGE.7. RAIL POST SHALL BE ERECTED VERTICALLY.8. GROUT TO BE NON-SHRINK CEMENTITIOUS GROUT WITH 50 MPa MINIMUM COMPRESSIVE

STRENGTH AT 28 DAYS.9. FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING 150mm LOOSE THICKNESS AND COMPACTED

TO ACHIEVE 95% STANDARD COMPACTION DRY DENSITY AS PER AS 3798-2007. THE BACK FILLMATERIALS SHALL BE TESTED TO ENSURE IT MEETS THE REQUIRED MINIMUM COMPACTIONCRITERIA. REFER TO PROJECT SPECIFICATIONS ON EROSION MANAGEMENT OVERLAY.

SECTION1:50

2-

0 60003000


45001500 1500



PROPOSED DESIGN BACKOF KERB, RONALD ST.UPGRADE (BY OTHERS)

1% FALL

RETAINING WALL

50mm DENSE GRADED ASPHALT WITH7mm EMULSION PRIMER SEAL OVER100mm THICK GRANULAR COMPACTEDBASE, 100% MODIFIED COMPACTION

AG PIPE REFER NOTE 4

3000150 1000

3244

20mm GRAVEL OR CRUSHED STONE MIN.300mm AROUND AG PIPE (TYP.)

200

1.6 H

H

900

1400

100

MIN.

TYPE B MATERIAL AS PER VICROADSSECTION 204

APPROX. EXISTINGGROUND PROFILE

RETAINING WALLFOOTING Ø600CONCRETE (TYP.)

WEST ABUTMENT WING WALL SOUTH SIDE1:150 (NORTH SIDE SIMILAR)

EAST ABUTMENT WING WALL SOUTH SIDE1:150

EAST ABUTMENT WING WALL NORTH SIDE1:150

CONCRETE SHARED PATH RETAINING WALL NORTH SIDE1:200

℄WES

TAB

UTME

NT

℄EAS

TAB

UTME

NT

℄EAS

TAB

UTME

NT

RHS 3

SHS 4

A-

WELDED MESH PANEL

2025TYP.

2025TYP.

2025TYP.

2025TYP.

15253S12

WALL POST TO BE SETUPBASED ON ABUTMENTSETUP POINT



2-

4S12

SL72 MESH SLABREINFORCEMENT CENTREREFER NOTE 3

SHS 4

21

℄ SHS 4

WELDED MESH PANELREFER ML17218-S11

RHS 2

125

MIN.

150

300TYP.

L8TM 200

50

CONCRETE SUNSET SLEEPER200x80x2000 LG WITH UC 1 POST@ 2025 CRSREFER NOTE 5

2-M16 8.8/TB HD BOLTS HEADEMBEDDED WITH NUT AND50x50x5 THK WASHER200 EMBEDMENT

2 N20 1500 LONGTOP COVER 120

2 N12 U-BARSAT POST LOCATIONSN12-200 U-BARSELSEWHERE

600

10 GROUTREFER NOTE 8

INSTALL 150x10 ABELFLEX WITHSEALANT

15251525

EXISTING GROUNDPROFILE



RETAINING WALLFOOTING (TYP.)

WALL POSTUC 1 (TYP.)

WALL ENDPOST PFC 3(TYP.)

RHS 3 (TYP.)

HANDRAIL

SHS 4 (TYP.)REFER NOTE 7

WALL POST UC 1 (TYP.)

WALL END POST PFC 3(TYP.)

HANDRAIL

RHS 3 (TYP.)SHS 4 (TYP.)REFER NOTE 7

WALL POST UC 1 (TYP.)

WALL END POSTPFC 3 (TYP.)

RHS 3 (TYP.)HANDRAIL

WALL ENDPOST PFC 3(TYP.)

SHS 4 (TYP.)REFER NOTE 7

RHS 3 (TYP.)HANDRAIL

WALL POSTUC 1 (TYP.)

RETAINING WALLFOOTING (TYP.)

TURN POINT OF RETAININGWALL REFER TO CIVILPACKAGE FOR PLANARRANGEMENT

B-

DETAIL1:15

B-

STANDARD CONCRETESLEEPER 200 DEEP


VARI

ES T

O SU

ITEX

ISTI

NGSU

RFAC

E LE

VEL

TAPERED SLEEPERTO SUITDEPTH 200/100

RETAINING WALLFOOTINGWALL POST

HANDRAILTERMINATION (TYP.)REFER ML17218-S10

DETAIL1:15

A-

AS12

250



HANDRAIL CONTINUETO TERMINATIONREFER TO CIVILPACKAGE





M1037

*

ADJUST WALL POSTS SPACING TO AVOIDTREE ROOTS. ORDER CONCRETESLEEPERS AFTER THE POSTS SPACING ISCONFIRMED FROM NON-DESTRUCTIVEDIGGING

*

edgars creek pedestrian bridge drawings...nov. 11, 19 - 15:18:13 name: ml17218-g01.dwg updated by:...

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