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16-001014-02A (Ultimate SCMMP)
Attached to the e-mail Operational Works Application OPW16/0203 - 4 of 4.
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PROPERTY BOUNDARY DESIGN SURFACE EXISTING SURFACE SECTION (“A NY, ACCESS TRACK DESIGN SURFACE REFER OPERATIONAL WORKS CIVIL SCOUR PROTECTION PACKAGE FOR DRAINAGE DETAILS Dso = 200 THICKNESS = 400mm SECTION 5 (8 DESIGN SURFACE EXISTING SURFACE 4m WIDE OVERFLOW WEIR AT 100.4 (BEYOND) RL_99.00m_ AHD <— LEGEND REFER TO DRG NO ------------- TEMPORARY PONDING LEVEL (RL 99.40) 16-001014-411 FOR. Rock ae PROTECTION ‘50 = OUTLET PIT DETAILS SECTION 7 () THICKNESS = 400mm — a 5% AEP WATER LEVEL (RL 100.37) -_—--o 1% AEP WATER LEVEL (RL 100.51) BIORETENTION FILTER AND DRAINAGE LAYERS REFER TO LLZLZA,.-RG No. 16-001014-400 FOR TYPICAL BIORETENTION s ECTION N.S.C. REF NO. MCU15/0111 & REC15/0031 om or To [ans sctven pease OL’ | 30 Leyboune Sires Chelmer OLD 4068 PALM LAKE WORKS PTY LTD C —_—, con uum NORTHERN BASIN é 4 400 1 20244 #2 3 & 5 At Mob: 0412 744 223 E: [email protected] hg DP SECTIONS sc exw cnzox] *270 3] proner ne Pm T(r | PALM dake RESORT all Cale Cont (LD) Py Ls a : D 7 ANDREW MCPHAIL RPEQ 6921, OOROY C I re Ground For, $45 Quen Sed, Bsbore, QLD Asia 4000 Cony | DRAWNG WOMEN SSCSC*dC BO 8 = cM“ 16-001014 FOR & ON pi cw ( (QLD) PTY LTD STAGE 2 CONSULTING Sree nee aoe ee = Res 16-001014-412
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