Q20-004-C01 6

SW


[OCR of page images]
 

SL 61.00
IL 99.58

BUILD NEW 10504 MANHOLE
WITH HEAVY DUTY LID
OVER EXISTING PIPE

(CONTRACTOR TO CONFIRM

NEW 10506 MANHOLE
WITH HEAVY DUTY LID

 

NEW 10506 MANHOLE
WITH HEAVY DUTY LID

3756 CONCRETE CLASS 4 PIPE
RECONSTRUCTION GULLY PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 
   
  
     
 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

  
 

 

 

 

 

 

 

 

 

EXISTING PIPE INVERT AT VIEWLAND DRIVE SL 71.00 WITH KERB ENTRY 10
BREAK IN PRIOR 10 LAYING L 69.30 ee (4 NCOSA SHIRE COUNCILS
STORMWATER LINE) 3756 CONCRETE CLASS 4 PIPE 3750 CONCRETE CLASS 4 PIPE \/ DRAMIS No. 9225-4 NL
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Ny w “ “ w w w “ w a “ 1 w w w ww a a ¥ “ w w w+ ow a a w w ¥ Te w w w yy PSS w w w w w w
\ [_ L \ \_ ' I \ t | \ | a x x
>TO rT Oo — SE — —— —_—-- — —: —)\— a— nn Se FeO OOo oe a — — — | —_—-- ETN
\ ¢ aw | “Tn INSPECT OVERLAND FLOW PATH \ \ \
UPGRADE EXISTING 3008 | ~ a
STORMWATER LINE 10 3750 | | | | 3750 CONCRETE CLASS 4 PIPE | \| 3759 ypve pipe [Se 4 A ~
| -— \ / “aN MM \
|__ EXISTING GULLY PIT ~~ | | | ii ame OR SHE u \
SL 60.50 | WTH HIGH WEIR OVERFLOW ES / \ od
IL 59.37 ! | | | | AT RL 73.80 Ka / \\_[ proroseo Buon e 75.10
i |r~ RL 75.300
s 150 WDE 300 W HEAVY DUTY |
EXISTING GULLY PIT | | | ORIFICE PLATE 2008 | | \\ arD DRAWN GRATED WTH BOLT \ |
— Xt 60.00 | | | | | 3000 W x 8000 L x 2500 D | \ | DON RATE NY 7 2)
4.59.14 DETENTION TANK —— 9 Sy Z Ze |
| | SL 74.60 __| | \ LS ~
, \ A >
\ | | | iL 72.10 2000 | | \ vas
\ | | | LANDSCAPE | | \ ~\ v/
XY IONE | >> SL 75.05 |
| | |_| [propose euowe \ cs | |
\ | | > | a RL 75.10 | U
| %y E °% |
| h al Br aA SWALE DRAN | —>
STORMWATER PPE NOTES : ZN STORMWATER DRAINAGE LAYOUT PLAN \ al |__ att Se
1. STORMWATER PIPES SHALL BE OF THE TYPES DESIGNATED ON THE DRAWINGS | BASIN 1 = a PROVIDE Im x Im OF GROUTED |
OR UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. 56m2 BIO RETENTION BASIN SE | ROCK DISSAPATER AT HEADWALL
ee PROPERTY BOUNDARY LINE | 200 SERIES BLOCKWORK | HA \.\, Omer | Une 2
2. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN ACCORDANCE. WiTH RETAINING WALL TO PERIMETER eH \ \ 3750 UPVC oth
AUSTRALIAN STANDARD AS1254 ‘UNPLASTICISED PVC (uPVC) PIPES AND ; EXSTING TELSTRA LINE QUTLET PT WTA GROSS POLLUTANT =) FER |. a 749
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’. TRAP OVERFLOW IL 72.30 + as IL AT HEADWALL 73.2000 f~ — Net L INE) Cp LTA
a — sy ET |e eT
3. ALL PVC PIPES SHALL BE LAD AT A MINIMUM GRADE OF 1 IN 100 AND yw —___ EXISTING WATER MAIN | Rs roe —_ SISANUPVC PI ——— xs
w | HAVE A MINIMUM COVER OF 600mm IN TRAFFICABLE REGIONS. | iu SoS i PTB / | |
_ 2 ALL PVC PIPES SHALL BE R.RuJ. AND SHALL HAVE AN INSPECTION OPENING ? i i si earth // . x
5 5 = AT ALL CHANGES IN DIRECTION AND GRADE. Gg -~——~———-~ EXISTING CONTOUR LINE (1.0m INTERVALS) (inn ALUMINUM BORD | 7756 upvd pe / ( IL 73.60 \
z = mB = | ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES EMSING POWER POLE GREEN WHITE PALLET) | NG / \ il
ee g % é STANDARD R.RwJ. JUNCTIONS .
z|\ (| e g 2\\ | THS BIO-RETENTION BASIN CLEAN || Nearer SL 74.80 iz
3 LI | 4, ALL PIPES AND PITS SHALL BE HANDLED AND STORED IN STRICT ACCORDANCE © EXISTING TELSTRA PIT WATER RUNOFF PRIOR TO ITS | reer WT
3 VIEWLAND DRIVE WITH THE MANUFACTURERS RECOMMENDATIONS. DISCHARGE TO THE NOOSA RIVER | | eae \ !
a ‘ | —_— \ PIT 1
| 5. ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION. Bl PROPOSED 600 x 600 FIELD INLET BASIN 2° —___+> >< \ | s 1s
| 16m2 BIO RETENTION BASIN | \ Carved / = | Ne,
6. ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL 200 SERIES BLOCKWORK \ \
Up | WHICH SHALL EXTEND TO A MINIMUM DEPTH OF 100mm BELOW THE LOWEST 3 PROPOSED 900 x 900 OUTLET PIT RETAINING WALL TO PERIMETER ) | m2) | \ | \ A K J
ty PART OF THE PIPE, (REFER 10 TYPICAL PIPE TRENCH SECTION). WITH GROSS POLLUTANT TRAP OUTLET PIT WTH GROSS POLLUTANT | \ |
® TRAP OVERFLOW IL 73.30 PROPOSED BUILDING K \ g |
7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN RL 750 PROPOSED BULDING |s
10mm AT ANY POINT. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. PROVIDE. Im x tm OF GROUTED | My 740 E
S a
ROCK DISSAPATER AT HEADWALL | | X 3
8. NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE , \ =
SUPERINTENDENT. OUTLET “py _| | S) FSI DISCHARGES \ \. | |
LOCALITY PLAN NO-CHANGE IN DIRECTION OF \ \ |
9. FINISHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN. TOLERANCE | | FLOW \ | j
SCALE 1:5000 OF + Smm OF THE SPECIFIED LEVEL. I \ \ ds
i — — SF
10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN I, \ \ X
+ 100mm. ve y—_ NL ee
| Lg Ay T Sy
EDUCATIONAL SIGNAGE BOARD | 2m x 2m GROUTED STONE
(4mm ALUMINIUM BOARD PITCHED OUTLET
GREEN WHITE PALLET) |
8000 L_x 3000 _W 3000 W x 8000 L THIS BIO-RETENTION BASIN. CLEAN | |
WATER RUNOFF PRIOR 10 ITS
DISCHARGE 10 THE NOOSA RIVER |
SLB! MESH — ACCESS MANHOLE SL81 MESH — ACCESS MANHOLE
s.74.60
— o a a a of eS — —_yY OO St—O——S—C—O SC 4d pL
& ~~ ff a 8 fo | | oT L
sisi MESH —! TOW 7380 t sisi MESH —! 4
a a P ‘ | 900 W x 300 D MIN
L. 200 SERIES BLOCKWORK __J 200 SERIES BLOCKWORK S| | SWA DRAN FALL 70
FULLY GROUTED CORES |: k— FULLY GROUTED CORES 3 OUTLET
4 4. P ‘ GRASSED 'V ORAN ——} NATURAL GROUND LINE
N16 @ 200 N16 @ 200 | a
N12 @ 400 q 9 Nt2 @ 400 q s|Z |
N16 @ 200 STARTERS N16 @ 200 STARTERS 3756 UPVC PIPE
600 LAP MIN. 3756 UPVC PIPE 600 LAP MIN. J
SLB? MESH 2008 ORIFICE PLATE. ——t-> ° " SLB2 MESH | SECTION A-A — SWALE DRAIN DETAIL
—— | I I —— __ 7210 —_ | —
c — —_— _ co Se eee y
8 > = Sg oto oo» o Q o o o og =o ad
N12 @ 200 EACH WAY —— 900 N12 @ 200 EACH WAY ——~
6 GENERAL 30.0322 | a [0 | REDESIGNED 04.0321 | @ | p~PPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
5 GENERAL 703.2 | a |e STORMWATER LINES RELOCATED 7020 | ak NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN dL NOOSA YOUNGCARE STORMWATER DRAINAGE LAYOUT PLAN
4 ona | ad | SW RUBBLE DRAIN PIT RELOCATED 08.0221 | a CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
3 STORMWATER MAIN RELOCATED ag.it.2t | dt | c | LANDSCAPE ZONE ADDED B01 | a WIE ASL PEO 207, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
2 mon [a |e 1811.20 | aL OO CLAYFIELD, QLD 4011 APPROVED | NM CLIENT
THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 DRAWING REVISION
No. REVISION DATE DWN | No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: by 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-CO! NUMBER 6