Council archive · source document
Building Approval · MCU22/0116.01
Original PDF page 54, section 1. The text section number identifies this passage in the reader.
Z:\Public\client jobs\2000 - 2099 jobs\id 2014 22 Delorme St Noosa Heads PLAT RES\id 2014 22 Delorme St Noosa Heads PLAT RES issue F wdwgs.pln NOTE: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, SIZES, GRADES OR ANY VARIATION TO ANY PART OF THE DESIGN WILL RENDER NULL AND VOID ANY RESPONSIBILITY OF IMAGE + DESIGN PTY LTD FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING CONSTRUCTION PLANS SITE NOTES + ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH ABCB HOUSING + CONNECT DOWNPIPES TO ONSITE WATER STORAGE IF APPLICABLE, THEN OVERFLOW TO PROVISIONS PARTS 3.3 AS WELL AS AS/NZS 3500. LEGAL POINT OF DISCHARGE VIA 90mm DIAMETER UPVC STORMWATER PIPE LAID WITH A + ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TO THE BASE OF ALL CUTS AND RETAINING WALLS AND ARE CONNECTED TO THE STORMWATER SYSTEM VIA MINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTION OF THE RELEVANT FINISHED FLOOR AUTHORITY. LEVEL RL N SILT PIT/S TO THE RELEVANT BUILDING REQUIREMENTS. + 2 DOWNPIPES MAX. TO EACH 90mm STORMWATER PIPE, SUBSURFACE PIPES TO BE FL 29.3m + THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING MUST BE DRAINED + 100mm DIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER approx. AND GRADED TO MOVE SURFACE WATER AWAY FROM THE BUILDING. PROVIDE A SLOPE NOT LESS THAN 50mm OVER THE FIRST 1000mm FROM THE BUILDING. END, IT IS TO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB. GUTTERS PAD LEVEL RL PL 29.0m TO BE 125mm D SECTION COLORBOND + THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TO DRAINAGE FITTINGS AND + ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND INACCORDANCE WITH AS 1926.1 CUT (mm) GROUND LEVEL MUST BE A MINIMUM OF 150mm BELOW THE LOWEST SANITARY FIXTURE + ON SITE SEDIMENT CONTROL AS REQUIRED 1000 mm + DISCHARGE WASTE TO HSTP OR LEGAL POINT OF CONNECTION + METERBOX LOCATION TBC ON SITE + ALL RETAINING TO BE BY OWNER FILL (mm) 1000 mm RP PLANS, FULL CONTOUR SURVEY & AS CONSTRUCTED PLANS REQUIRED FOR ONSITE SERVICE LOCATIONS / EASEMENTS TO BE CONFIRMED Sewer Manhole .52 27 .23 27 .29 27 .09 6,570 2,533 to wall to wall 30.165 Power pole 27 .5 11 °59'20" pool Back of Kerb fg 28.90 fg 2,533 Edge of Bitumen 28.71 29.01 29.41 28.49 29.09 gate 29.14 28.07 to wall PINE 0.20805 29.59 pool 29.26 UMB 1 .01010 METER Water Meter 29.17 hws 29.14 BOX ac unit equip tap tap D.P D.P D.P 29.78 letter Pool PINE 0.51410 24 - 20afg 24 - 09alv D.P box Coping pool unit one 1,200 gate 820 28 RL29.29 2,400 - 4,600 24 - 48 panelift door PINE 0.51410 28.65 UMB 0.41006 stacker 29.27 29.20 exp.agg. driveway sinks crossover as per fflrl 29.3m fg requirements 29.41 plrl 29.0m Gutter council VXO 28.94 28.26 28.38 29.88 29.19 approx 3,12 29.67 FIG 0.31207 29.16 28.47 29.27 29.27 RL31 .60 clothesline 9 136 29.34 PALM 0.20904 29.41 UMB 0.250504 UMB 0.51008 to w D.P SAFARI STREET D.PD.P 15 14 13 12 11 10 all tub 9 8 7 6 5 4 3 2 1 D.P tub Existing Dwelling Floor Level 720 hws 282°00'00" clothesline 29.99 16.310 unit two 13 12 11 10 09 - 09aaw 9 8 7 6 5 4 3 2 1 RL29.37 Ridge RL33.14 fflrl 29.3m WAT 0.31208 30.08 2,400 - 5,400 plrl 29.0m sinks 29.24 22. 6 0" stacker °55'0 95 approx 29.23 29.27 29.11 METER BOX 122 29.50 820 6,053 29.25 29.24 tap 09 - 09aaw 24 - 09afg fg 29.29 to wall 29.27 29.34 PINE 0.31306 29.36 1,200 29.12 24 - 48 panelift door
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