Approved Plans

 

LEGEND >

 
   
  
  
    
  
 
 
  
    
  

 

 

 

 

 

 

 

 

NOTE: WHERE THE INFILTRATION SYSTEM 1S LOCATED IN
RESIDUAL CLAYS IN THE SOUTHERN SECTION OF THE PROPOSED STORMWATER DRAINAGE Sg
SITE, A Im WIDE x Im DEEP SAND FILTER WRAPPED IN CONSTRUCTED STAGES: IAv818 ee)
GEOTEXTILE SHALL BE CONSTRUCTED LINKING THE : j
SYSTEMS TO THE NATURAL SAND FILTER LAYER RHOVOSED SERER LINE
STAGING BOUNDARY aquaqnnenseanananannonnes: 1507 uPVC ROOFWATER CONNECTION

STUBS TO SURFACE (WITH GRATED LID)
INFILTRATION/STORAGE PIPES
450?/525? SLOTTED FRC AS SHOWN

  

CONCRETE END STURCTURE WITH
600x600 ACCESS PIT

 

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COMMUNITY.
CENTRE

SERVICED
APARTMENTS.

  

  

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wees” INFILTRATION SETOUT TABLE

    

SERVICED
APARTMENTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PT. EASTING NORTHING PT. EASTING NORTHING
1 7306.827 4832.63! 24° 7600.617 4767 .994
2 7322.462 4830. 062 25 7613.519 4768.097
3 7317.97) 4855. 159 26 © 7629.359 4770.359
4 7320.646 4870.934 27 7561.634 4794.722
5 7376.989 4851 .869 28 7555.087 4755. 262
APARTMENTS 6 — 7452.070 4840085 29 7555.645 4795285
; 7 7348.557 4888.479 30 7549.753 4759.771
i 8 7455. 250 4871.727 31 7503.855 4742.615
NOTES 9 7481 806 4867567 32 7513.175 4801 .887
1. 4507/525? PIPES TO BE FRC SLOTTED, LENGTHS AS SHOWN. iV Teeae ey ag? 2 Peet agg weet ny
4.0m LENGTHS] : ‘ ‘ :
, 12 7534.304 4858 .551 35 7465.070 4824 .853
2. PITS 21, 23 @ 29 TO BE PROVIDED WITH GRATED INLETS. ik eeeaceg sere ne s reer eca qeeeraey
3. SETOUT COORDINATES ARE TO THE END POINT OF THE FIRST 1S 7566.297 4853 543 38 737.324 4786.174
INF|LTRATION PIPE CLOSEST TO THE ROAD. SEE BELOW. it seaiesee iets 160 ag seeieae pa
SETOUT PT 18 7618.005 4845.48 41 7363.985 471.347
19 7636.095 4824. 724 42 7361.513 4755 .539
20 7633.610 4808.918 43 7348.528 4735. 733
ROAD 21 7618.349 4797 433, 44° 7317.22) 4741 823
22 «=7527.456 4811 .662 45 7354.400 4709.316
23 7603.830 4787734 46 7334.564 4706.760
(~ aa "Yd [ROAD 12 REALIGNED, POINTS 5 & 6 MOVED i005 | a (—
Consulting Engineers 1500 19) 50 ‘0 20 AN : sheet 1 of 2 sheets
SRO eet i a tae ore DD ——— 3 E _| STAGING BOUNDARY & CONTRACT EXCLUSIONS one fal NOOSA DOMAIN RETIREMENT VILLAGE
> PTY.LTD. ¢ :
SUNSHNECOAST  quanstone j 0 NOT ScAE FROM TS DRAIN -US ONL MENS ODED iRWCUrT LEASE STE AND Gad or F_ [Row aReALNED waosor | eA drawing number
Pe a Mere aos: GN ay é ; | aesiones | aw] COPvreGHT ©2006 F & P CONSULTING ENGINEERS PTY. LTD, amet [evn aus Ss eo aca | se} COUNTRY CLUB VILLAGES PTY. LTD. M1717-D08 sc
easiness pee eee : drawn | JM | Ts DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY [ORIGINAL ISSUE 7206 | iM wenn
- so "i a MHOUT TH
Sr Bineeor Heaie Soe checked | AF WRITTEN CONSENT OF JF & P CONSULTING ENGINEERS PTY LTO. 8B _[ INFILTRATION MOVED AT ROAD 4 2ag06 | JM INFILTRATION DRAIN AGE LAYOUT PLAN M1717-008,0WG
Big tolerhono (07) 3844 7161 Kapproved] i Fraser sxx M oo SE on sronnneRPEQ 5691 JAC _| ENTRANCE ROAD MOVED 6706 | A A Sate 28.2.08