Stormwater Drainage Layout Plan 10.3.21

SW


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EXISTING GULLY PIT

RECONSTRUCTION GULLY PIT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[— SL 60.50 NEW GULLY PIT WiTH KERB ENTRY
IL 59.37 ——— 10 NOOSA SHIRE COUNCILS WITH 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
5 é iL 72.40 XS
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EXISTING GULLY PIT | _ sr | » | | yy
SL 60.00 | | ol X 5
IL 59.14 | | | en \
| | | ORIFICE PLATE 1256, JS car | | aS) DMG a |
| | DETENTION TANK) ——+— mit
| | | | at | ’ mal
(
| | | | rau | | \ LZ & ~ sy
| | 2000 | NN \L Js |
N\ | | | LANDSCAPE | | ‘ | \ X i
\ ' ZONE - |x x rs M
\ | | | & \ | S \y |
SI PROPOSED BUILDING | ! |Z D UE
\ | | | Ay | | |S S \ SWALE DRAIN —4 | %
\ h FE + 5 |= é \ Ny
\ | | Ivf | 3 | a |
\ | \ t ~ \
| \ \ nee fe | Mul
~ | JIN. \, A opr =| | |
| yy / elf] |
| \ <— 2050 UPVC PIPE 3 |
| | t IPE — 3 | M|
42m2 BIO RETENTION BASIN Fer L sy Sst vpve pe » u Lo FT |
STORMWATER PIPE NOTES : STORMWATER DRAINAGE LAYOUT PLAN | 200 SERIES BLOCKWORK Mie by — — —S —— _ S'— $y Se ae | |
RETAINING WALL TO PERIMETER a , f L_—gpy__s 7
1. STORMWATER PIPES SHALL BE OF THE TYPES DESIGNATED ON THE DRAWINGS | OUTLET PIT WITH GROSS POLLUTANT A aa aa / y / |
OR UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. TRAP OVERFLOW RL 73.70 | EC Seer |S
| ‘ \ g
— PROPERTY BOUNDARY LINE | | [ \— 2250 UPVC PPE / ~S ~ = | If
2. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN ACCORDANCE WITH | | \ \ \z
AUSTRALIAN STANDARD AS1254 “UNPLASTICISED PVC (uPVC) PIPES AND ; EXISTING TELSTRA LINE | \\ / EF Sit
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’. 30m? BIO RETENTION BASIN | | | oe es \ |z |
200 SERIES BLOCKWORK raed
LP AS SL 8 A MD GE FN WO HO as | amore LT i mM
mm . \ |
ALL PVC PIPES SHALL BE R.RJ. AND SHALL HAVE AN INSPECTION OPENING > EXISTING CONTOUR LINE (1.0m INTERVALS | OIL OVERe ee ANT | “kK | h (1 1500 UHC PrPe | |
AT ALL CHANGES IN DIRECTION AND GRADE. ‘@ ~~~ (1.0m ) . | \ \ a by,
ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES | | \| PROPOSED BULDNG | \ PrN | Ml
STANDARD R.Rw. JUNCTIONS . EXISTING POWER POLE | | \ ! \ \ | |
4. ALL PIPES AND PITS SHALL BE HANDLED AND STORED IN STRICT ACCORDANCE o EXISTING TELSTRA PIT | | | ~\ \ \ gs
WITH THE MANUFACTURERS RECOMMENDATIONS. | | \ — PROPOSLN BUILDING |= Nl
I. \ q S
5, ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION, a PROPOSED 600 x 600 SPEL FILTER BASKET | | ——\— 4 ~ v |S ll
GPT AS PER MANUF. SPEC. | 2 \ \ 2
2 450 m te SITE DISCHARGES \ | NV
6. ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL | @ | THROUGH RORNER \ \ |
WHICH SHALL EXTEND TO A MINIMUM DEPTH OF 100mm BELOW THE LOWEST NO CHANGE IN DIRECTION OF \ \ | |
PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). x PROPOSED 600 x 600 FIELD INLET | | |
2m x 2m x 1.5m DEEP RUBBLE PIT J
7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN 5 PROPOSED 900 x 900 OUTLET PIT a
10mm AT ANY POINT, UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT.
mm WH GROSS POLLUTANT TRAP
8. NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE
SUPERINTENDENT.
9. FINISHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN. TOLERANCE
OF + 5mm OF THE SPECIFIED LEVEL. | | |
10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN | |
+ 100mm. | |
900 x 900 OVERFLOW PIT OVERFLOW PIT
"ABOVE-DESIN’ FLOWS SPL. ——— ari OVS POND IN EXTENDED FUNCTIONAL VEGETATION SUPPORT NUTRIENT
INTO FIELD ENTRY PIT. DETENTION ZONE INCREASING REMOVAL AND MAINTAINS POROSITY OF SOIL, .
VOLUME OF STORMWATER THAT IS 3|
CAPTURED AND TREATED. CONCRETE HEADWALL > 300
w [—— FETANNG WAL 70 ENGNEERS | |_—SHALE DRAN
= 2 | DETAIL. TO PERIETER 3 FALL TO OUTLET
y 8 z |
a = B NATURAL GROUND LINE
& 3 2 = : 2250 SW UPVC PIPE SURFACE ! [
=x S = = TO es |
=| ||é e 3 = | —
a| |[E E Z ! Ae] 3 ON
2 N | u F Fr J INET INVERT |
a Ls 3
| TREATED FLOWS AND «= <+—-————~—-4 I) |
| OVERFLOWS TO — Ng “= Ee PRS Ls
L | RECEIMNG WATERS. BASE [email protected]% TOWARDS PIT ‘ _ |
% UNDER-DRAINS }\._CLEANOUT RISER s
Y Ls .
4» | DRAINAGE LAYER (FINE AGGREGATE) SLOTTED RIGID PIPE UNSLOTTED STANDPIPE FOR
DS FILTER CLOTH [email protected]% SLOPE. DRAWNAGE PIPE CLEANOUT.
TRANSITION LAYER (COARSE SAND) .
FILTER MEDIA (SANDY LOAM) _h —
ORTHOPHOSPHATE CONTENT < 60mg/kg SECTION AA SWALE DRAIN DETAIL
SCALE $000 BIO RETENTION BASIN DETAIL
SCALE 1:50
E REDESIGNED 04.03.21 | dL APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
D STORMWATER LINES RELOCATED mo22 | dt NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN dL NOOSA YOUNGCARE STORMWATER DRAINAGE LAYOUT PLAN
C SW RUBBLE DRAIN PIT RELOCATED 08.0221 | a CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE
B__| LANDSCAPE ZONE_ADDED ago121 | de WIENS, PEO. 2097, NPER 3 14/699 SANDGATE ROAD DESIGNED NM NOOSA HEADS
A 18.11.20 dl So CLAYFIELD, QLD 4011 APPROVED NM CLIENT
THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 DRAWING REVISION
No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: Gy 3862 1397 DATE Oct. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C01 NUMBER E