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.