6160 59 62 D 52 5357 51 D STAGE 2 GOODENIA GROVEDLILAC ...
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LEGEND: NOTES: 141 PEPPERMINT GROVE SWALLOWTAIL STREET WAGTAIL WAY LILA GOODENIA GROVE LILAC PARADE GOODENIA GROVE D D D D D D D D D D D D D D D D D D D D D D D D D D D 59 60 61 62 57 53 52 51 50 56 55 54 17 16 19 20 21 22 REFER TO DRAWING 126 FOR DETAILS BASIN 4 REFER TO DRAWING 127 FOR DETAILS 7 8 9 STAGE 2 STAGE 7 GE 6 I:\2016\161301-161400\161322 - Flaxmar Residential Development\_Stages\Stage 1\ADL161322-102.dwg, 3, 12/9/2018 10:00 AM, mjeffs When sheet printed full size, the scale bar is 100mm. 0 50 100mm C A1 DRAWING NUMBER Sheet No. Job Number Rev. Design Drawn 60 Wyatt Street, Adelaide South Australia 5000 Telephone 08 8223 7433 Email [email protected]REV. DATE DESCRIPTION DRAFT CHKD ENG. CONSTRUCTION ISSUE 102 ADL161322 MWRJ MWRJ ROADS & STORMWATER PLAN 2/2 FOR LANSER COMMUNITIES FLAXLEY ROAD, MOUNT BARKER CLOVER PARK - STAGE 1 FOR CONTINUATION REFER TO DRAWING ADL161322-101
ROADS & STORMWATER PLAN 2/2FOR LANSER COMMUNITIESFLAXLEY ROAD, MOUNT BARKERCLOVER PARK - STAGE 1
FOR CONTINUATION REFER TO DRAWING ADL161322-101
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JUNCTION BOX (JB.)
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SIDE ENTRY PIT (SEP.)
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17.5
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EXISTING CONTOURS
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DESIGN CONTOURS (250mm INTERVALS)
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MOUNTABLE KERB AND CHANNEL
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SPOON DRAIN
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1. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ALL DRAWINGS TO BE READ IN CONJUNCTION WITH THE LANDSCAPE ARCHITECTS DRAWINGS, OTHER CONSULTANTS DRAWINGS & THE SPECIFICATION. 2. ALL UPVC STORMWATER PIPES ARE TO BE SEWER CLASS 'SN4'. U.N.O. ALL UPVC STORMWATER PIPES ARE TO BE SEWER CLASS 'SN4'. U.N.O. 3. ALL R.C. STORMWATER PIPES ARE TO BE CLASS '2' WITH BEDDING ALL R.C. STORMWATER PIPES ARE TO BE CLASS '2' WITH BEDDING TYPE 'HS2'. U.N.O. 4. ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR ALL EXISTING SERVICES ARE TO BE LOCATED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK AT CONTRACTORS COST. 5. ALL ROAD BATTERS IN ALLOTMENTS TO BE LEVEL 1 CONTROL FILL.ALL ROAD BATTERS IN ALLOTMENTS TO BE LEVEL 1 CONTROL FILL.
TEMP. 150mm PM2/20 BASE TURN AROUND, 9.0m RADIUS WITH HAZARD BOARD AT END OF ROAD. FINISHED SURFACE TO MATCH EXISTING NATURAL SURFACE (AS NEAR AS PRACTICABLE)
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TEMP. 150mm PM2/20 BASE TURN AROUND, 9.0m RADIUS WITH HAZARD BOARD AT END OF ROAD. FINISHED SURFACE TO MATCH EXISTING NATURAL SURFACE (AS NEAR AS PRACTICABLE)
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WALKWAY. REFER TO DRAWING 129 FOR DETAILS.
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FUTURE BASIN
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PROVIDE 300 HIGH TEMPORARY STORMWATER BUND WITH 1 IN 3 BATTER SLOPES. TOE OF BATTER TO BE 1.0m FROM BOUNDARY.
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BL.364.000
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BATTER FROM BOUNDARY LEVEL TO BENCH LEVEL AT 1 IN 2.
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DAM BUND ALREADY REMOVED
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RESERVE
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RESERVE
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RESERVE
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WALKWAY
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DAM
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DAM
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MJ
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7.08.17
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INFORMATION ISSUE
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8.11.17
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ISSUED FOR APPROVAL
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18.01.18
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RE-ISSUED FOR APPROVAL
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14.02.18
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ISSUED FOR CONSTRUCTION
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22.02.18
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LOT FILLING REVISED, BLOCK PAVING THRESHOLDS ADDED