Mount Alexander Shire Council Investigation and Design of Flood Mitigation Treatments Castlemaine and Campbells Creek, Vic 3450

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MOUNT ALEXANDER SHIRE COUNCIL INVESTIGATION AND DESIGN OF FLOOD MITIGATION TREATMENTS CASTLEMAINE AND CAMPBELLS CREEK, VIC 3450

SCHEDULE OF DRAWINGS SCHEDULE OF DRAWINGS WALKER STREET DRAWING No. DESCRIPTION DRAWING No. DESCRIPTION V160234W-CI-3052 DETAILED DESIGN ELIZABETH STREET TYPICAL SECTIONS - SHEET 3 OF 5 GINGELL STREET V160234W-CI-3053 DETAILED DESIGN ELIZABETH STREET TYPICAL SECTIONS - SHEET 4 OF 5

NORTH GINGELL STREET LEVEE V160234W-CI-3054 DETAILED DESIGN ELIZABETH STREET TYPICAL SECTIONS - SHEET 5 of 5 DETAILED DESIGN V160234W-CI-3100 DETAILED DESIGN ELIZABETH STREET LEVEE LONGITUDINAL SECTIONS GENERAL V160234W-CI-3150 DETAILED DESIGN ELIZABETH STREET LEVEE CROSS SECTIONS NORTH - SHEET 1 OF 3 V160234W-GN-1000 CIVIL SITEWORKS LOCALITY PLAN AND DRAWING REGISTER V160234W-CI-3151 DETAILED DESIGN ELIZABETH STREET LEVEE CROSS SECTIONS NORTH - SHEET 2 OF 3 CIVIL V160234W-CI-3152 DETAILED DESIGN ELIZABETH STREET LEVEE CROSS SECTIONS NORTH - SHEET 3 OF 3

BAKERS CREEK KENNEDY STREET V160234W-CI-3155 DETAILED DESIGN ELIZABETH STREET LEVEE CROSS SECTIONS SOUTH GINGELL V160234W-CI-3180 DETAILED DESIGN ELIZABETH STREET FOOTPATH LONG SECTIONS AND LOCALITY PLAN V160234W-CI-1000 CIVIL SITEWORKS GENERAL NOTES V160234W-CI-3200 DETAILED DESIGN ELIZABETH STREET DRAINAGE LONGITUDINAL SECTIONS

CARAVAN PARK LEVEE FOREST STREET V160234W-CI-1001 CIVIL SITEWORKS OVERALL LOCALITY PLAN V160234W-CI-3210 DETAILED DESIGN ELIZABETH STREET DRAINAGE PIT SCHEDULE & PIT DETAILS V160234W-CI-1010 CIVIL SITEWORKS GINGELL STREET LEVEE OVERALL LAYOUT PLAN CAMPBELLS

BARKER ST. GREENHILL PLACE V160234W-CI-1011 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 1 OF 7 V160234W-CI-4001 DETAILED DESIGN CAMPBELLS CREEK OVERALL LAYOUT PLAN PYRENEES HIGHWAY V160234W-CI-1012 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 2 OF 7 V160234W-CI-4002 DETAILED DESIGN CAMPBELLS CREEK DETAIL PLAN - SHEET 1 OF 5 ELIZABETH STREET LEVEE V160234W-CI-1013 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 3 OF 7 V160234W-CI-4003 DETAILED DESIGN CAMPBELLS CREEK DETAIL PLAN - SHEET 2 OF 5

ELIZABETH STREETCAMPBELLS V160234W-CI-1014 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 4 OF 7 V160234W-CI-4004 DETAILED DESIGN CAMPBELLS CREEK DETAIL PLAN - SHEET 3 OF 5 CREEK V160234W-CI-1015 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 5 OF 7 V160234W-CI-4005 DETAILED DESIGN CAMPBELLS CREEK DETAIL PLAN - SHEET 4 OF 5 V160234W-CI-1016 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 6 OF 7 V160234W-CI-4006 DETAILED DESIGN CAMPBELLS CREEK DETAIL PLAN - SHEET 5 OF 5 V160234W-CI-1017 CIVIL SITEWORKS GINGELL STREET LEVEE DETAIL PLAN - SHEET 7 OF 7 V160234W-CI-4050 DETAILED DESIGN CAMPBELLS CREEK TYPICAL SECTIONS - SHEET 1 OF 6 V160234W-CI-1050 CIVIL SITEWORKS GINGELL STREET LEVEE TYPICAL DETAILS - SHEET 1 OF 4 V160234W-CI-4051 DETAILED DESIGN CAMPBELLS CREEK TYPICAL SECTIONS - SHEET 2 OF 6 GRAHAM STREET V160234W-CI-1051 CIVIL SITEWORKS GINGELL STREET LEVEE TYPICAL DETAILS - SHEET 2 OF 4 V160234W-CI-4052 DETAILED DESIGN CAMPBELLS CREEK TYPICAL SECTIONS - SHEET 3 OF 6 V160234W-CI-1052 CIVIL SITEWORKS GINGELL STREET LEVEE TYPICAL DETAILS - SHEET 3 OF 4 V160234W-CI-4053 DETAILED DESIGN CAMPBELLS CREEK TYPICAL SECTIONS - SHEET 4 OF 6 V160234W-CI-1053 CIVIL SITEWORKS GINGELL STREET LEVEE TYPICAL DETAILS - SHEET 4 OF 4 V160234W-CI-4054 DETAILED DESIGN CAMPBELLS CREEK TYPICAL SECTIONS - SHEET 5 OF 6 V160234W-CI-1100 CIVIL SITEWORKS GINGELL STREET LEVEE LONGITUDINAL SECTIONS V160234W-CI-4055 DETAILED DESIGN CAMPBELLS CREEK TYPICAL SECTIONS - SHEET 6 OF 6 V160234W-CI-1150 CIVIL SITEWORKS GINGELL STREET LEVEE CROSS-SECTIONS - SHEET 1 OF 2 V160234W-CI-4100 DETAILED DESIGN CAMPBELLS CREEK LEVEE LONGITUDINAL SECTION V160234W-CI-1151 CIVIL SITEWORKS GINGELL STREET LEVEE CROSS-SECTIONS - SHEET 2 OF 2 V160234W-CI-4150 DETAILED DESIGN CAMPBELLS CREEK LEVEE CROSS SECTIONS NORTH - SHEET 1 OF 3 V160234W-CI-1180 CIVIL SITEWORKS GINGELL STREET LEVEE EDWARD STREET FOOTPATH DETAILS V160234W-CI-4151 DETAILED DESIGN CAMPBELLS CREEK LEVEE CROSS SECTIONS NORTH - SHEET 2 OF 3 V160234W-CI-1200 CIVIL SITEWORKS GINGELL STREET LEVEE DRAINAGE LONGITUDINAL SECTIONS - SHEET 1 OF 4 V160234W-CI-4152 DETAILED DESIGN CAMPBELLS CREEK LEVEE CROSS SECTIONS NORTH - SHEET 3 OF 3 V160234W-CI-1201 CIVIL SITEWORKS GINGELL STREET LEVEE DRAINAGE LONGITUDINAL SECTIONS - SHEET 2 OF 4 V160234W-CI-4180 DETAILED DESIGN CAMPBELLS CREEK FOOTPATH REALIGNMENT LONG & CROSS SECTIONS V160234W-CI-1202 CIVIL SITEWORKS GINGELL STREET LEVEE DRAINAGE LONGITUDINAL SECTIONS - SHEET 3 OF 4 V160234W-CI-4181 DETAILED DESIGN CAMPBELLS CREEK PARK ACCESS REALIGNMENT LONG & CROSS SECTIONS V160234W-CI-1203 CIVIL SITEWORKS GINGELL STREET LEVEE DRAINAGE LONGITUDINAL SECTIONS - SHEET 4 OF 4 V160234W-CI-4182 DETAILED DESIGN CAMPBELLS CREEK REVETMENT REALIGNMENT LONG & CROSS SECTIONS V160234W-CI-1210 CIVIL SITEWORKS GINGELL STREET LEVEE DRAINAGE PIT SCHEDULE & PIT DETAILS V160234W-CI-4183 DETAILED DESIGN CAMPBELLS CREEK CHANNEL REALIGNMENT LONG & CROSS SECTIONS CARAVAN PARK V160234W-CI-4200 DETAILED DESIGN CAMPBELLS CREEK DRAINAGE LONGITUDINAL SECTIONS V160234W-CI-2001 DETAILED DESIGN CARAVAN PARK OVERALL LAYOUT PLAN V160234W-CI-4210 DETAILED DESIGN CAMPBELLS CREEK DRAINAGE PIT SCHEDULE & PIT DETAILS V160234W-CI-2002 DETAILED DESIGN CARAVAN PARK DETAIL PLAN NATIONAL SCHOOL LANE

CAMPBELLS CREEK LEVEE ELIZABETH STREET V160234W-CI-2050 DETAILED DESIGN CARAVAN PARK TYPICAL SECTIONS SHEET 1 OF 3 V160234W-CI-5000 DETAILED DESIGN NATIONAL SCHOOL LANE OVERALL LAYOUT PLAN CAMPBELLS CREEK JORDAN ORMEROD V160234W-CI-2051 DETAILED DESIGN CARAVAN PARK TYPICAL SECTIONS SHEET 2 OF 3 V160234W-CI-5001 DETAILED DESIGN NATIONAL SCHOOL LANE DETAIL PLAN AND LONGITUDINAL SECTION

MAIN ROAD BY : V160234W-CI-2052 DETAILED DESIGN CARAVAN PARK TYPICAL SECTIONS SHEET 3 OF 3 STRUCTURAL V160234W-CI-2100 DETAILED DESIGN CARAVAN PARK LEVEE LONGITUDINAL SECTION V160234W-ST-1000 STRUCTURAL WORKS ELIZABETH

CAMBELLS FORDS ROAD V160234W-CI-3001 DETAILED DESIGN ELIZABETH STREET OVERALL LAYOUT PLAN V160234W-CI-3002 DETAILED DESIGN ELIZABETH STREET DETAIL PLAN - SHEET 1 OF 5 CREEK - FRYERS ROAD V160234W-CI-3003 DETAILED DESIGN ELIZABETH STREET DETAIL PLAN - SHEET 2 OF 5 14 June 2017 6:24 PM

MAIN ROAD V160234W-CI-3004 DETAILED DESIGN ELIZABETH STREET DETAIL PLAN - SHEET 3 OF 5 V160234W-CI-3005 DETAILED DESIGN ELIZABETH STREET DETAIL PLAN - SHEET 4 OF 5 V160234W-CI-3006 DETAILED DESIGN ELIZABETH STREET DETAIL PLAN - SHEET 5 OF 5 LOCALITY PLAN V160234W-CI-3050 DETAILED DESIGN ELIZABETH STREET TYPICAL SECTIONS - SHEET 1 OF 5 DATE PLOTTED: M:\2016\0001-0500\V160234W_Castlemaine_Levees\Water\Drafting\V160234W-GN-1000.dwg NOT TO SCALE V160234W-CI-3051 DETAILED DESIGN ELIZABETH STREET TYPICAL SECTIONS - SHEET 2 OF 5 V160234W-GN-1000 1 Drawing Number Revision CAD File: GRAEME STENTON BY : GENERAL NOTES

1. GENERAL 8. TRAFFIC MANAGEMENT 14. PAVEMENTS ELECTRONIC PLANS ELECTRONIC PLANS MAY BE PROVIDED TO ASSIST THE CONTRACTOR BUT DO NOT FORM PART OF THE CONTRACT. IN THE GENERAL TRAFFIC MANAGEMENT SHALL BE ARRANGED BY THE CONTRACTOR FOR THE DURATION OF THE WORKS IN ACCORDANCE SAWCUTTING ALL EXISTING PAVEMENT ADJACENT TO PROPOSED KERB OR PROPOSED JOINTS SHALL BE SAWCUT IN A NEAT LINE TO THE CASE OF DISCREPANCY BETWEEN THE ELECTRONIC INFORMATION AND THE HARD COPY PLANS THE HARD COPY PLANS TAKE WITH AUSTRALIAN STANDARD AS1742.3-2002 FOR CONSTRUCTION TRAFFIC MANAGEMENT AND TO THE SATISFACTION OF ALL SATISFACTION OF THE SUPERVISING ENGINEER, AND TO HAVE 300mm OVERLAP. REFER TO STANDARD DETAILS.

14 June 2017 4:47 PM PRECEDENT. PARTIES, INCLUDING THE PROVISION OF ALL NECESSARY SIGNAGE, LIGHTING AND BARRICADING. TRAFFIC FLOWS IN ALL 2. SURVEY TRENCHING ALL TRENCHING WORKS IN EXISTING PAVEMENTS SHALL HAVE SAWCUT EDGES AND NEW PAVEMENT REINSTATED TO NEATLY ABUTTING ROADWAYS AND ACCESS TO THE SITE SHALL REMAIN UNIMPEDED FOR THE DURATION OF THE CONTRACT. A SURVEY DATUM THESE PLANS ARE BASED UPON THE EXISTING CONDITIONS SURVEY PREPARED BY CARDNO PTY LTD ( V160234W-SU-FL2 ). MATCH EXISTING LEVELS. TRAFFIC MANAGEMENT PLAN FOR ANY ROADWORKS SHALL BE SUBMITTED TO MOUNT ALEXANDER SHIRE COUNCIL AND LEVELS SHOWN ARE TO A.H.D. VICROADS FOR APPROVAL A MINIMUM OF TWO WEEKS PRIOR TO COMMENCEMENT OF WORKS. SET OUT THE CONTRACTOR SHALL SET OUT THE WORKS FROM THE NOMINATED DESIGN LINES, SURVEY BENCHMARKS AND CONTROL POINTS SHOWN ON THE PLANS AND TO THE SPECIFIED DETAILS. UPON REQUEST AN ELECTRONIC BASE PLAN OF THE CIVIL 9. TESTING

DATE PLOTTED: REMAINING EXISTING PAVEMENT AREAS THAT REMAIN, WHERE CRACKING IS EVIDENT SHALL BE SEALED WITH A PROPRIETARY DRAWING CAN BE SUPPLIED. DATA THE CONTRACTOR SHALL SUPPLY WRITTEN TEST RESULTS FROM A NATA REGISTERED GEOTECHNICAL ENGINEER BITUMINOUS PRODUCT TO THE MANUFACTURERS' SPECIFICATIONS. WHERE CARDNO'S COMPUTER MODELS ARE UTILISED FOR SET OUT IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRMING COMPLIANCE WITH THE SPECIFICATIONS FOR ALL EARTHWORKS, CONCRETE WORKS AND PAVEMENTS LAYERS. PAVEMENT TESTING EACH ROAD PAVEMENT LAYER SHALL BE TEST FOR COMPACTION BY A NATA REGISTERED GEOTECHNICAL ENGINEER IN VERIFY THAT THE PROPOSED VERTICAL AND HORIZONTAL ALIGNMENT ARE CONSISTENT WITH THE INFORMATION SHOWN ON AUDIT TEST RESULTS WILL BE REVIEWED BY THE SUPERINTENDENT AND WHERE SO REQUIRED ADDITIONAL TESTS WILL BE ACCORDANCE WITH AS1289 AND SHALL MEET THE FOLLOWING STANDARDS: THE DRAWINGS. ANY DISCREPANCY SHALL BE REFERRED TO CARDNO PRIOR TO CONSTRUCTION. PROVIDED BY THE CONTRACTOR TO THE SUPERINTENDENTS SATISFACTION. REFERENCES PROTECTION THE CONTRACTOR SHALL MAINTAIN AND PROTECT THE PEGS AND SURVEY MARKS FOR THE DURATION OF THE WORKS. ASPHALT LAYERS UP TO 50mm THICKNESS - 94% CHARACTERISTIC VALUE OF DENSITY RATIO 10. LINEMARKING AS-CONSTRUCTED SURVEY UPON COMPLETION OF THE CIVIL WORKS THE CONTRACTOR SHALL PROVIDE CERTIFIED AS-CONSTRUCTED PLANS OF THE GREATER THAN 50mm THICKNESS - 96% CHARACTERISTIC VALUE OF DENSITY RATIO WORKS AND AN AS-CONSTRUCTED SURVEY OF ALL ALPINE SHIRE COUNCIL DRAINAGE WORKS IN D SPEC FORMAT OR EXISTING ALL REDUNDANT LINEMARKING SHALL BE PERMANENTLY REMOVED BY APPLICATION OF A SPRAY SEAL OR BY GRINDING. BASE LAYER 98% MODIFIED DRY DENSITY EQUIVALENT TO ALPINE SHIRE REQUIREMENTS. GENERAL LINEMARKING AND R.R.P.M'S ARE TO BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND TO VICROADS SPECIFICATIONS. 3. EARTHWORKS ALL PARKING BAYS TO BE FULLY LINEMARKED TO VICROADS STANDARDS AND SPECIFICATION. WIDTH OF CAR PARKING BAYS SUB BASE LAYER 98% MODIFIED DRY DENSITY GENERAL EARTHWORKS SHALL BE CARRIED OUT TO THE FINISHED SURFACE LEVELS SHOWN ON THE PLANS AND CROSS SECTIONS. TO BE 2.60m WIDE EXCEPT FOR THE DISABLED PARKING BAYS WHERE THE WIDTH TO BE INCREASED TO 3.2 m WIDE UNLESS SUB GRADE 98% STANDARD DRY DENSITY OTHERWISE NOTED. CUT BATTERS SHALL NOT EXCEED 1 IN 6 AND FILL BATTERS SHALL NOT EXCEED 1 IN 6 SLOPE UNLESS INDICATED COMPACTION TEST RESULT SHALL BE FORWARDED TO THE SUPERINTENDENT AND COUNCIL'S SUPERVISING ENGINEER FOR OTHERWISE. EXTERNAL WORKS PARKING BAYS TO BE APPROVED LONG LIFE ROAD MARKING PAINT. LATERAL WORKS, PAVEMENT MARKINGS, ARROWS ETC. APPROVAL PRIOR TO THE PLACEMENT OF SUBSEQUENT PAVEMENT LAYERS. TESTING RATES SHALL BE : ARE TO BE COLD APPLIED PLASTIC TROWELLED INTO PLACE (DEGADUR, PLASTELINE OR EQUIVALENT). LONGITUDINAL GEOTECHNICAL DATA REFER TO THE GEOTECHNICAL REPORT REF: V160234W_Report_01.1 PREPARED BY CARDNO FOR LEVEE RECOMMENDATIONS ARTERIAL ROADS 6 TESTS/LOT AND SOIL CONDITIONS. LINEWORK TO BE EXTRUDED THERMAL PLASTIC MARKINGS. OTHER 3 TESTS/LOT SITE STRIP THE CONTRACTOR SHALL STRIP ALL TOPSOIL, ORGANIC SOIL, UNCONTROLLED FILL AND SILT MATERIAL TO A NATURAL SAND, 11. SIGNAGE A LOT SHALL BE THE SMALLER OF 5000m2 OR ONE DAYS PRODUCTION. GRAVEL OR CLAY SUBGRADE , PAVEMENT CONSTRUCTION OR BUILDING WORKS OF ALL TOPSOIL AND OTHER DELETERIOUS GENERAL ALL REGULATORY AND HAZARD DIRECTIONAL SIGNS TO BE INSTALLED IN CLASS 1 REFLECTIVE MATERIAL AND ALL WARNING MATERIAL. THE STRIP DEPTH WILL VARY RELATIVE TO LOCATION SIGNS TO BE INSTALLED IN CLASS 2 REFLECTIVE MATERIAL TO APPROVED AUSTRALIAN STANDARDS. FOR TEMPORARY WHERE SO REQUIRED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL TEST TO THE SUPERINTENDENT'S SATISFACTION. SUBGRADE CONDITIONS EXISTING SUBGRADES ARE TYPICALLY INTERMIXED LAYERS OF FILL, SILT, SAND, GRAVEL AND CLAY. SIGNAGE DURING CONSTRUCTION WORKS, REFER TO VICROADS ROADWORKS SIGNAGE CODE. 15. KERBS COMPACTION TO AS1289 THE CONTRACTOR SHALL OBTAIN 98% STANDARD MINIMUM DRY DENSITY COMPACTION ON ALL FINISHED SUBGRADES AND EXISTING WHERE NECESSARY, EXISTING TRAFFIC CONTROL SIGNS SHALL BE RELOCATED CLEAR OF PROPOSED WORKS. REDUNDANT PROPOSED WHERE REQUIRED MATCH ALL NEW KERBS TO EXISTING LEVEL NEATLY, ENSURING MINIMUM 1 IN 250 GRADE, SAW CUTTING FORMATIONS. SIGNS SHALL BE TAKEN UP AND REMOVED. AND REINSTATING PAVEMENT IN FRONT OF KERB TO FALL TO NEW KERB LEVEL. COMPACTED CLAY CORE AND KEY THE CLAY CORE AND KEY SHOULD BE PLACED IN LAYERS OF NO GREATER THAN 250MM LOOSE OR 200MM COMPACTED. THE EXTENT NEW TRAFFIC CONTROL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE DRAWINGS AND THE RELEVANT 16. SIGNIFICANT TREES CLAY FOR THE CORE AND KEY SHOULD BE MOISTURE CONDITIONED TO BE BETWEEN 0% AND +3% OF THE OMC (OPTIMUM SPECIFICATION. MOISTURE CONTENT) AND PREFERABLY BETWEEN +1% AND +3%, AND COMPACTED TO AT LEAST 96% STANDARD DRY ARBORIST REPORT PREPARED BY TREE LOGIC (REF. 007402, 12TH AUGUST 2016) TO BE REFERRED & ADHERED TO. DENSITY RATIO IN ACCORDANCE WITH AUSTRALIAN STANDARD 1289 TESTING OF SOILS FOR ENGINEERING PURPOSES. 12. SERVICES REFER TO CLAY SELECTION SPECIFICATION IN GEOTECHNICAL REPORT ( V160234W_Report_01.1 ) EXISTING ALL STATUTORY AUTHORITY SERVICES MUST BE MAINTAINED AND PROTECTED BY THE CONTRACTOR AT ALL TIMES UNLESS FILLING FOR LEVEE BATTERS TO BE EITHER SIDE OF THE CLAY CORE TO BE FILLED WITH CLAY RICH ENGINEERED FILL. REFER TO OTHERWISE SHOWN. EXISTING SERVICE LOCATIONS SHOWN HAVE BEEN OBTAINED FROM STATUTORY AUTHORITY RECORDS SPECIFICATION IN GEOTECHNICAL REPORT ( V160234W_Report_01.1, 8.4.4 ) AND/OR SITE PLANS WHERE AVAILABLE. NO GUARANTEE IS GIVEN THAT ALL EXISTING SERVICES ARE SHOWN AND ALL SERVICES SHOULD BE PROVEN ON SITE PRIOR TO THE COMMENCEMENT OF WORKS IN THEIR VICINITY. INSPECTION & TESTING THE CONTRACTOR SHALL INSTRUCT A NATA REGISTERED GEOTECHNICAL ENGINEER TO CARRY OUT LEVEL 1 SUPERVISION TESTING AND REPORTING IN ACCORDANCE WITH AS3798 AND AS1289 AND TO RELEVANT COUNCIL REQUIREMENTS FOR THIS CONTACTS CIVIL CONTRACTOR TO CONTACT THE FOLLOWING AUTHORITIES FOR RELOCATION OF CABLES , U/G MAINS OR POLES WHERE PROJECT. THIS REQUIRES THE GEOTECHNICAL CONSULTANT TO UNDERTAKE THE SAMPLING AND TESTING ON SITE AS REQUIRED. SPECIFIED IN ADDITION THEY ARE RESPONSIBLE FOR THE SELECTION TIMING AND LOCATION OF SAMPLING ON EACH VISIT. UTILITY OFFICE NO. EMERGENCY/AH No. THE GEOTECHNICAL CONSULTANT SHALL PROVIDE TEST RESULT TO THE SUPERINTENDENT AS THEY ARE TAKEN AND SUBMIT TELSTRA 1800 653 935 A COMPREHENSIVE FINAL REPORT TO THE SUPERINTENDENTS SATISFACTION PRIOR TO PRACTICAL COMPLETION. THE NBN CO. LTD. 1800 626 329 FREQUENCY OF TESTING SHALL BE IN ACCORDANCE WITH AS3798 TABLE 8.1 (ADOPTING WHICHEVER GIVES THE MOST TEST RESULTS). NEXTGEN 1800 032 532 REINSTATEMENT THE CONTRACTOR SHALL REGRADE, SHAPE, TOPSOIL AND GRASS ALL ADJACENT EXISTING GRASSED AREAS THAT ARE AUSNET GAS SERVICES 1800 088 208 13 6707 DISTURBED OR ALTERED AS A CONSEQUENCE OF THE PROPOSED WORKS. POWERCOR 13 2206 13 2412 COLIBAN WATER 1300 363 200 4. LANDSCAPING VICTRACK 1300 842 872 LANDSCAPE AREAS ALL AREAS TO BE POPULATED WITH NATIVE GRASSES WITH NO TREES OR SHRUBS PLANTED ON THE LEVEE EARTHEN BUND SHIRE OF MOUNT ALEXANDER (03) 5471 1700

5. SITE CLEARANCE ADJUSTMENTS ALL EXISTING PITS AND SERVICE FITTINGS THAT ARE TO REMAIN WITHIN THE PAVEMENT AREAS SHALL BE REBUILT TO MATCH DEMOLITION ALL EXISTING REDUNDANT CONCRETE, PAVEMENT, SOIL, RUBBISH AND CONSTRUCTION DEBRIS SHALL BE TAKEN UP AND PROPOSED LEVELS AND WHERE APPLICABLE FITTED WITH AN APPROPRIATE HEAVY DUTY, AUTHORITY APPROVED, COVER. REMOVED FROM SITE. ELSEWHERE EXISTING SERVICES SHALL BE ADJUSTED TO SUIT NEW ADJACENT LEVELS. THE RELEVANT AUTHORITY IS TO BE CLEAN UP PRIOR TO COMPLETION, THE CONTRACTOR SHALL ENSURE THE SITE OF WORKS IS TIDIED AND OBTAIN A CLEARANCE FROM NOTIFIED PRIOR TO ANY WORKS ON THEIR ASSETS AND SERVICES ARE TO BE ADJUSTED BY OR TO THE RELEVANT THE SUPERVISING ENGINEER OR THE PROJECT MANAGER. AUTHORITY REQUIREMENTS 6. FENCING EXISTING ALL EXISTING FENCING REMOVED OR DAMAGED DURING CONSTRUCTION IS TO BE REPLACED TO THE SATISFACTION OF THE NOTE: ADJOINING LANDOWNERS. CONTRACTOR TO MAKE ALLOWANCE IN THEIR PRICE FOR RELOCATION OF ALL SERVICES AFFECTED BY THE PROPOSED 7. DRAINAGE WORKS. UNLESS NOTED OTHERWISE ON THE DRAWINGS. FOLLOWING IS A LIST OF SERVICE RELOCATIONS IDENTIFIED PIPES '5$,1$*(3,3(6$1'$%29(72%(0,1,0802)&/$665(,1)25&('&21&5(7()5&32565&3 58%%(55,1* ON DRAWINGS ------. -2,17(' 81/(6627+(5:,6(63(&,),(''5$,1$*(3,3(6837272%(6(:(548$/,7<839& 58%%(55,1* JOINTED). COMPACTED CLASS 2 FCR BACKFILL SHALL BE INSTALLED TO PIPES UNDER ROAD PAVEMENTS AND BUILDING SLABS. TRENCHES IN LANDSCAPE AREAS CAN BE BACKFILLED WITH SELECTED CLAY FILL. SERVICES TO BE RELOCATED EXISTING PIPES ALL EXISTING PIPES THROUGH EXISTING LANDSCAPE AREAS THAT WILL NOW BE BENEATH NEW ROAD PAVEMENT SHALL ELECTRICITY - HAVE THE EXISTING BACKFILL REMOVED AND REPLACED WITH A CRUSHED ROCK BACKFILL COMPACTED TO 98% STANDARD. TELECOM - PITS DRAINAGE PITS TO BE CAST IN-SITU CONCRETE PITS AS DETAILED OR APPROVED PRECAST CONCRETE COMPLYING WITH THE WATER - RELEVANT AUSTRALIAN STANDARDS. ALL PITS DEEPER THAN 1.0M ARE TO BE PROVIDED WITH APPROVED STEP IRONS AT 300 GAS - MAX. CENTRES. SEWER - DOWNPIPES ALL EXISTING BUILDING DOWNPIPES AND PROPERTY DRAINAGE NORTH OF THE LEVEE IS TO BE INTERCEPTED AND STORMWATER - CONNECTED INTO PROPOSED DRAINAGE. 13. INSPECTIONS SET OUT PIT LOCATIONS AND PIPE INVERT LEVELS ARE SPECIFIED ON THE PIT SCHEDULE IN DWG. CG150007-CI-1452 GENERAL ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PROGRAMME TO THE SATISFACTION OF THE SUPERVISING ENGINEER AND SUBJECT TO PERIODICAL INSPECTION AND WRITTEN STAGED APPROVAL. ADDITIONAL INSPECTIONS CAN BE REQUESTED AT 24 HOURS NOTICE. EXTERNAL ALL WORKS IN ROAD RESERVATIONS SHALL REQUIRE WRITTEN APPROVAL OF THE COUNCIL'S SUPERINTENDENT AND ARE SUBJECT TO SEPARATE INSPECTIONS. SEVEN DAYS NOTICE TO BE GIVEN OF WORK COMMENCING. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY ROAD OPENING PERMITS AND AUTHORITY APPROVALS PRIOR TO COMMENCING WORKS.

WARNING EXTERNAL APPROVAL THIS DRAWING IS SUBJECT TO THE APPROVAL OF MOUNT ALEXANDER SHIRE COUNCIL AND IS A PRELIMINARY ISSUE

Drawn Date Client GAS 16/05/2017 MOUNT ALEXANDER SHIRE COUNCIL Cardno Limited All Rights Reserved. s Checked Date Project INVESTIGATION AND DESIGN OF FLOOD Status This document is produced by Cardno Limited solely for the Designed Date FOR EXTERNAL ISSUE benefit of and use by the client in accordance with the MITIGATION TREATMENTS JMN 16/05/2017 NOT TO BE USED FOR CONSTRUCTION PURPOSES WHUPVRIWKHUHWDLQHU&DUGQR/LPLWHGGRHVQRWDQGVKDOOQRW Verified Date CASTLEMAINE AND CAMPBELLS CREEK, VIC 3450 Datum Scale Size assume any responsibility or liability whatsoever to any third Cardno Victoria Pty Ltd | ABN 47 106 610 913 Title AHD A1 party arising out of any use or reliance by third party on the Level 4, 501 Swanston Street CIVIL SITEWORKS M:\2016\0001-0500\V160234W_Castlemaine_Levees\Water\Drafting\V160234W-CI-1000.dwg Approved Date Drawing Number Revision content of this document. Melbourne VIC 3000 GENERAL NOTES 1 14/06/2017 FOR EXTERNAL ISSUE GAS JMN Tel: 03 8415 7777 Fax: 03 8415 7788 Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au V160234W-CI-1000 1 XREF's: XR-V160234W-GRP-A1-HL-SHT CAD File: WARNING EXTERNAL APPROVAL THIS DRAWING IS SUBJECT TO THE APPROVAL OF MOUNT ALEXANDER SHIRE COUNCIL 0 150 300m

GRAEME STENTON GRAEME AND IS A PRELIMINARY ISSUE SCALE 1:7500 @A1 BY : NORTH

1 14/06/2017 FOR EXTERNAL ISSUE GAS JMN Rev. Date Description Des. Verif. Appd. 14 June 2017 4:22 PM 2017 4:22 14 June DATE PLOTTED: PLOTTED: DATE

FINCH STREET

HUNTER STREET

GINGELL STREET

GINGELL STREET LEVEE REFER V160234W-CI-1000

THOMAS STREET SERIES DRAWINGS

DOVETON STREET EDWARD STREET

CAMPBELL STREET

BAKERS CREEK TEMPLETON STREET GEORGE STREET KENNEDY STREET

LYTTLETON STREET

MOSTYN STREET

FOREST STREET CARAVAN PARK LEVEE REFER V160234W-CI-2000 SERIES DRAWINGS

BARKER STREET GREENHILL PLACE PYRENEES HIGHWAY

ELIZABETH STREET LEVEE REFER V160234W-CI-3000

ROBERTS AVENUE SERIES DRAWINGS ELIZABETH STREETCAMPBELLS CREEK JOHNSTONE STREET

GRAHAM STREET

CAMPBELLS CREEK LEVEE ELIZABETH STREET CAMPBELLS CREEK REFER V160234W-CI-4000 SERIES DRAWINGS

MAIN ROAD

BRIGADE AVENUE

CEMETERY ROAD

CAMBELLS FORDS ROADSTATION STREET NATIONAL SCHOOL LANE

CREEK - FRYERS ROAD

MAIN ROAD

Drawn Date Client GAS 16/05/2017 MOUNT ALEXANDER SHIRE COUNCIL Cardno Limited All Rights Reserved. s Checked Date Project INVESTIGATION AND DESIGN OF FLOOD Status This document is produced by Cardno Limited solely for the Designed Date FOR EXTERNAL ISSUE benefit of and use by the client in accordance with the MITIGATION TREATMENTS JMN 16/05/2017 NOT TO BE USED FOR CONSTRUCTION PURPOSES WHUPVRIWKHUHWDLQHU&DUGQR/LPLWHGGRHVQRWDQGVKDOOQRW Verified Date CASTLEMAINE AND CAMPBELLS CREEK, VIC 3450 Datum Scale Size assume any responsibility or liability whatsoever to any third Cardno Victoria Pty Ltd | ABN 47 106 610 913 Title AHD 1:7500 A1 party arising out of any use or reliance by third party on the Level 4, 501 Swanston Street CIVIL SITEWORKS M:\2016\0001-0500\V160234W_Castlemaine_Levees\Water\Drafting\V160234W-CI-1001.dwg Approved Date Drawing Number Revision content of this document. Melbourne VIC 3000 OVERALL LOCALITY PLAN Tel: 03 8415 7777 Fax: 03 8415 7788 Web: www.cardno.com.au V160234W-CI-1001 1 XREF's: XR-V160234W-GRP-A1-HP-SHT; XR-V160234W-CI-VICMAP XR-V160234W-GRP-A1-HP-SHT; XREF's: CAD File: CAD