RFI - Updated Engineering Plans

SW


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EXISTING GULLY PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
    

  

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

[— SL 60.50 NEW GULLY PIT WITH KERB ENTRY RECONSTRUCTION GULLY PIT
IL 59.37 -—— 10 NOOSA SHIRE COUNCILS WITH KERB ENTRY 10 ——_
DRAWING No. 9223 A NOOSA SHIRE COUNCILS
I BREAK INTO EXISTING GULLY SL 70.5 DRAWING No, 9223 A
J IL 69.3 SL 75.15
IL 72.40 NN
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° | | | | | 5m x 3m x 2m DEEP =_——— RN ee oN \™ \
—_ STORMWATE DETENTION TANK ; \ \
EXISTING GULLY PIT | — —— | > | | MO yy
SL 60.00 | | Sy | ORIFICE PLATE 1508 |
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IL 59.14 | ! | | | 300 PIPE | LR \ ‘|
| . | : | ~ \ GRATED DRAIN a | PROPOSED BUILDING a | i
| | | | SPEL FILTER SYSTEM CHAMBER AS. ; e_}| — 8 74.50 \ ! if|
PER DRAWING No. SP20-SF14610-P : iL\72.600 & /
| | | WITH 7 SPEL FILTER CARTRIDGES | | M C | J < C ‘|
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| | 2000 | \ \ S |
\ | | | LANDSCAPE \ . ~\ | |
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| | | | | PROPOSED BUILDING | S | Ss \ a
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| | <—— 2256 UPVC PIPE \ 2050 UPVC PPE al B80 U-— 7 IL 7400 | |
1506 STUB FOR ROOF WATER IL 73.50 \ -—— sor PVE Pre |
~ TYPICAL. Y Al / . ‘|
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Wy ~~————-~ EXISTING CONTOUR LINE (1.0m INTERVALS) | | \ ! I, eB boy
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| | | \\ PROPOSED BUILDING Ss Ml
a PROPOSED 600 x 600 SPEL FILTER BASKET | L — —)\— — _| N ( 5 | |
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AS PER MANUF. ‘SPEC. | 450 m2 i SITE DISCHARGES \ \ ” a
| THROUGH CORNER \ \ |
a PROPOSED 450 x 450 FIELD INLET | NO CHANGE IN DIRECTION OF \ \ | |
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1. STORMWATER PIPES SHALL BE OF THE TYPES DESIGNATED ON THE DRAWINGS | | |
OR UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. | |
2. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN ACCORDANCE WITH |
AUSTRALIAN STANDARD AS1254 ‘UNPLASTICISED PVC (uPVC) PIPES AND | |
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’.
3. ALL PVC PIPES SHALL BE LAID AT A MINIMUM GRADE OF 1 IN 100 AND | |
HAVE A MINIMUM COVER OF 600mm IN TRAFFICABLE REGIONS.
ALL PVC PIPES SHALL BE R.Ru. AND SHALL HAVE AN INSPECTION OPENING
AT ALL CHANGES IN DIRECTION AND GRADE,
ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES
STANDARD R.R.J. JUNCTIONS
4. ALL PIPES AND PITS SHALL BE HANDLED AND STORED IN STRICT ACCORDANCE
WITH THE MANUFACTURERS RECOMMENDATIONS.
5. ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION. | 00
7 | 6. ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL Z| |____ SWALE DRAIN
z wo | WHICH SHALL EXTEND TO A MINIMUM DEPTH OF 100mm BELOW THE LOWEST S| FALL 10 OUTLET
5 5 ~ PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). *
Zz = B = | | NATURAL GROUND LINE
& & Ps = 7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN : |
= Ss 4 S —— _
= S z 3 Z | 10mm AT ANY POINT. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. ne
£ TEWLAND DRIVE 8. NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE | Wap eS
2 | SUPERINTENDENT. |
| 9. FINISHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN TOLERANCE
OF + Smm OF THE SPECIFIED LEVEL. |
ty
cD | 10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN
@ | + 100mm.
>
AS SCALE 1:5000
APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
—<— NEIL McKENZIE & ASSOCIATES PTY. LTD. ORAWN i
C SW RUBBLE DRAIN PIT RELOCATED 08.02.21 dL CONSULTING ENGINEERS CHECKED NM
; LANDSCAPE ZONE ADDED Ht : MLE. AUST, RP.E.Q. 2097, NP.ER. 3 DESIGNED NM
— THIS DRAWING REMAINS THE PROPERTY OF APPROVED NM CLIENT DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES C Copyright DATE OCT. 20 NUMBER NUMBER