Site Based Stormwater Management Plan

SW


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EXISTING GULLY PIT

 

NEW GULLY PIT WITH KERB ENTRY

 

RECONSTRUCTION GULLY PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[— SL 60.50
IL 59.37 —— TO NOOSA SHIRE COUNCILS WIH KERB ENTRY TO. =) ———
DRAWING No. 9223 A NOOSA SHIRE COUNCILS
BREAK INTO EXISTING GULLY VIEWLAND DRIVE SL 70.5 DRAWING No, 9223 A
/ iL 69.3 SL 75.15
: : IL 72.50 N.
< “XN
T I I —] oe ee eee a __. oe. ae. —
Nye NN ROLCNRETE CAS BPE SY Ne Ne he oy 3008 CONCRETE) CLASS 2 PIPE Py SL 98 Oy SSS TS SN
. _——s
Se ee ee Nee UN ae _ Z
\ \ tL x Le tt \ \ NV NX
a yo ~~ : TT Abo -——: —|. — —_ \ <~— — . Se a ee — — - 30g pp +— —.— +t. — — . — — . — — .. — 5 :
%, | ° we IL 3. 75.20 qu \. \ |
5m x 3m x 2m DEER ————————— IL 73.15 ~ *~ 1
| _ | | | STORMWATE DETENTION TANK NO SITE ~\ \ \ \\
EXISTING GULLY PIT | a (SPEL FILTER SYSTEM AS PER ORIFICE PLATE 1250 ys
SL 60.00 | | | DRAWING No. SP20-SF14610-P) Sy || X |
IL 59.14 | | \ |
| 3008 PIPE . oF /
| | ; SPEL CARTRIDGE CHAMBER __|, ~f Sma [ PROPOSED BUILDING pill
| | | | \ iT
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IL 73.50. \ <— 2050 UPVC PPE = \J. ~<—— 2050 UPVC PIPE ang 7380 U——~ 774.00 |!)
— —X —— a — A a av —_s — _ __
STORMWATER DRAINAGE LAYOUT PLAN | vos sue rte oor wees | YI 1 Sm! aA I
| - TYPICAL. | —_\ | | 7 / = |
oe PROPERTY BOUNDARY LINE | | \ — ‘wl! = ||
\ Kye ~ 3
1 EXISTING TELSTRA LINE | | M < ’o \ 12 T|
_— Cal \
w EXISTING WATER MANN | 2 | \ \ 7 ||
| ~\ \ \ ‘ ul
ig ~-—~—— ~~. EXISTING CONTOUR LINE (1.0m INTERVALS) | \ | ny
\ \ ,
. EXISTING POWER POLE : | \ | on) Bie \ \ ! i
© EXISTING TELSTRA PIT \ u E
| | \\ PROPOSE) BUILDING Ss M1
= PROPOSED 600 x 600 SPEL FILTER BASKET | SA t |e |
AS PER MANUF. SPEC. > | | 1 \ i uh
| % _| 450 m2 OF SITE DISCHARGES \ \ |
g PROPOSED 450 x 450 FIELD INLET 7 THROUGH CORNER \ | |
| i NO CHANGE IN\DRECTION OF \ / |
FLOW \ ‘ A \ | J
. SWALE, DRAIN \
2m x 2m 15m DEEP RUBBLE ORONO Ee
STORMWATER PIPE NOTES : | “ay A 4a | Say |
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.R.J. 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. 2| 400
wo | 6. ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL Z| | ___ SWALE DRAIN
= 2 | WHICH SHALL EXTEND TO A MINIMUM DEPTH OF 100mm BELOW THE LOWEST Ss! FALL TO QUTLET
e 3b > PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). =
Zz = a = | | NATURAL GROUND LINE
= Ss ce = 7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN | I
- Ss 2 3 zz | 10mm AT ANY POINT. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. :
g TEV DAVE 8. NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE |
3 | SUPERINTENDENT. |
| 9, FINISHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN TOLERANCE
OF + 5mm OF THE SPECIFIED LEVEL. |
ty
yy | 10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN
®> | + 100mm.
SECTION A-A —- SWALE DRAIN DETAIL
LOCALITY PLAN
SCALE 1:5000
SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
APPROVED ye NEIL McKENZIE & ASSOCIATES PTY. LTD. aw NOOSA YOUNGCARE STORMWATER DRAINAGE LAYOUT PLAN
CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
VIEWS, REE 2087, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
oS CLAYFIELD, QLD 4011
THIS DRAWING REMAINS THE PROPERTY OF - (0 APPROVED NM CLIENT DRAWING REVISION
me | Rasen Me by | NEIL McKENZIE we ASSOCIATES (O) Copyright Pan yy Soon ser OE oD DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-CO01 NUMBER