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Appendix E - Stormwater Management Plan
Attached to the e-mail Multiple Housing – Type 3 Retirement & Special Needs (10 units) - MCU17/0551.
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Log in to see the plans as drawnBASIN 1. EXTENDED DETENTION DEPTH: 400mm 2. FILTER AREA: 525m? 3. 1% AEP DETENTION VOLUME: 1,030m? 4. 1% AEP BASIN WSL: RL 100.5M SPECIFICATIONS / LEGEND: DESIGN SURFACE CONTOUR T T BATTERS (GRADE AS SPECIFIED) PROPOSED FENCE / eee PROPOSED STORMWATER PIPE | in 4.5), sw FUTURE STORMWATER PIPE ax ROCK SCOUR PROTECTION a REINFORCED TURF ae 100% SUBSOIL AND CLEANOUT PITS seeeeeeeeeen== SUBSOIL COLLECTOR PROPERTY BOUNDARY V\\ VA 4m OVERFLOW WEIR AT RL 100.40 FOR DETAILS REFER DRG No. 16-001014-412 SETOUT POINT TABLE SOP No. | EASTING | NORTHING [LEVEL (m AHD) Bens TTT Te SCOUR PROTECTION AND o 700.4% | 133.448 102.30 Hee ATER 02 700.420 | _1132.439 102.30 THICKNESS = 400mm 03 714.158 | _1131.676 100.80 04 714.022 1130.686 100.80 05 737.1462 | 1128.21 100.80 06 737.575 | 127.235 100.80 07 751.249 | 112.419 100.80 08 750.264 | 112.247 100.80 TS 09 751.621 | 1111434 100.80 10 750.436 | _ 1111.262 100.80 1 753.016 | 1109.276 100.40 12 749.659 1108.690 100.40 B 753.704 | _1105.336 100.40 1 750.347 | _1104.750 100.40 15 752.934 | 102.765 100.80 SEDIMENT FOREBAY 16 751.949 102.593 100.80 MIN SURFACE AREA: 6m? 17 753.106 | _1101.780 100.80 FOREBAY DEPTH: 0.3m 18 752.121 1101.608 100.80 REFER 16-00-001014 DWG 9 754.592 | 1093.272 100.80 FOR TYPICAL DETAIL 20 753.607 | 1093.10 100.80 a 754.739 | 092.427 100.80 22 753.754 | 1092.255 100.80 OUTLET CONTROL PIT FOR DETAILS B 752.477 | _1083.916 100.80 co REFER TO DRG No. 16-001014-416. 2 750.971 | 1083764 100.80 ! “| 30 117.545 1125.015 99.10 | SL 31 736.712 | 122.207 99.10 ' 32 74.685 | 116.483 99.10 | REFER TO FUTURE OPERATIONAL 3 7T41.571_| 1098.020 99.10 ' WORKS PLANS FOR FINAL eNO 34 745.270 | _1093.489 99.10 | 35 41.249 | _1093.635 99.10 ' 36 715.308 1119.401 99.10 | 37 740.405 | 1085.475 100.45 ' 38 736.201 | 1087.812 100.45 | CARPARKING SPACES NOTES: 39 737.606 | _1084.591 100.71 ' 4. REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR PLANTING 40 734.695 | 1087.567 100.71 DETAILS. a 727.575 | _1084.508 100.35 | “2 727.550 | 1087.508 100.35 2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH LATEST iB 766.112} 109.396 98.00 iL) | ISSUE OF CALIBRE CONSULTING REPORT No. 16-001014-01. 4b 761.942 | _1101.782 97.90 i is T6007} Teo 5B ooo 3. REFER TO DRG No. 16-001014-400 FOR GENERAL NOTES AND 46 762.192 113.315 97.68 ! ( : \ 47 764.373 | 110.336 97.77 j \ N.S.C. REF NO. MCU15/0111 & REC15/0031 vast [cas [one] ote Seoun Gneoe TORE TIETREST THORP Wa aT aR TE AMENDMENT DETAILS SURVEYOR: ML SURVEYS me orf fe 38 Leybourne Street Chelmer QLD 4068 PALM LAKE WORKS PTY LTD co nnun NORTHERN BASIN ut 02 0 2 46 6 8 wm Mob: 0412 744 223 E: [email protected] [| ——— LAYOUT PLAN NTe 1:400 AR PROJECT No. a D eran 16-001014 ‘ANDREW MCPHAIL RPEQ 6921 PALM CAKE RESORT Call re Ca aS (OP en md tote! TaAWNG HOGER resus] Sle =! Te 07 3895 3444 Facsimile 07 3895 3400 a cM CONSULTING fo) FT LO STAGE 2 CONSULTING Se eee ee 16-001014-411
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