C01-STORMWATER-DRAINAGE-LAYOUT-PLAN-Rev.1

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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 TO —
DRAWING No. 9223 A NOOSA SHIRE COUNCILS
| BREAK INTO EXISTING GULLY VIEWLAND DRIVE SL 70.5 DRAHING No. 9223 A
iL 69.3
: J, IL 72.40 \
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| \ A > —- \— 8 T S > ~ “Ty oe i nr STORMWATER INSPECION PIT YAN |
Zz, . "
QD | iL 72.20 S ; \
_. | | | MAINTAIN. STABILITY OF EXISTING | \ SITE a \* \
LIGHT POLE OR RELOCATE | | ‘| 3000 uve Pre = L_ \ \
EXISTING GULLY PIT | _ -— | | REFER TO ENERGEX | By | | | Rh
SL 60.00 'D
\ |
IL 59.14 mS |
| | | ORIFICE PLATE 1506. + 1 ~\ ROPOSED BUILDING ||
| | pt \ 475.310 Ry
| | | 3000 W x 6000 L x 2400 D | \ GRATED DRAIN Ne GRATED DRAIN \ J {fl
| | DETENTION TANK 4 \. F : > ? |
SL 74.70 \ [| \ A& ;
| | | | L 72.30 | | ! L . Le S 1
. 2000 | x NL “es
| | LANDSCAPE | | \ 3 \ H |
N ZONE a = SEZ
NN | | | PROPOSED BUILDING | * ls \ly IH
\ | | > | S| RL 75.020 | [" D & Ll
| Hy \ E | £ SWALE DRAIN ul bs
| \ ; PIT 24 SL
8 SL 74.85 ]
STORMAATER PIPE NOTES : oN STORMWATER DRAINAGE LAYOUT PLAN I fl | ert its |
1. STORMWATER PIPES SHALL BE OF THE TYPES DESIGNATED ON THE DRAWINGS | BASIN 1 { \ | 7 | MI
OR UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. 47m2 BIO RETENTION BASIN PN \\ & | |
— PROPERTY BOUNDARY LINE | 200 SERIES BLOCKWORK | I} \ | une 2 s/ | |
2. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN. ACCORDANCE WITH RETAINING WALL TO PERIMETER KS =|| 2958 UPVC PIPE & / aria ||
AUSTRALIAN STANDARD AS1254 “UNPLASTICISED PVC (uPVC) PIPES AND t EXISTING TELSTRA LINE TOW RL 74.40 (BASIN TO BE FENCED) | re = gl \ SL 74.90 N|
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’. OUTLET PIT WITH GROSS POLLUTANT FRI IL AT HEADWALL 73.20 T> / —- 174.00 ||
TRAP OVERFLOW RL 72.60 | = aC —_! ANE | _ _g  NE eT |
3. ALL PVC PIPES SHALL BE LAID AT A MINIMUM GRADE OF 1 IN 100 AND ——— w—— EXISTING WATER MAIN tf | 2250\UPVC PIE ce-- 2258 UPC PIPE |
HAVE A MINIMUM COVER OF 600mm IN TRAFFICABLE REGIONS. | ata SE a, on iB / | MI
ALL PVC PIPES SHALL BE R.RJ. AND SHALL HAVE AN INSPECTION OPENING > Sta iad | a lll
. | AT ALL CHANGES IN DIRECTION AND GRADE, Yq ~--——— a EXISTING CONTOUR LINE (1.0m INTERVALS) (ie ALUMNI BOARD 0956 UPVd PIPE | fo une N al |
= > ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES iw | \ Sd |s
_ 2 | STANDARD R.Ru. JUNCTIONS . EXISTING POWER POLE SREEN WHITE PALLET) | \\ = rT
2 es _ z | THIS BIO-RETENTION BASIN CLEAN | || SSeS | \ Is
& s < = 4. ALL PIPES AND PITS SHALL BE HANDLED AND STORED IN STRICT ACCORDANCE o EXISTING TELSTRA PIT WATER RUNOFF PRIOR TO ITS in IN a | \ ||
3 2 a z | WITH THE MANUFACTURERS RECOMMENDATIONS, DISCHARGE TO THE NOOSA RIVER | | ait a \ MI
2) |e z 2 N Pits \ \
ZB TEWONh TENE | 5. ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION. a Propose 00 «inn SPEL FILTER BASKET | NI aa ; eo — 150d upve pr ! |
3 hed 4
a | 6. ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL BASN 2 || ‘ LAT HEADWALL PIT 28 | Ml %
WHICH SHALL EXTEND TO A MINIMUM DEPTH OF 100mm BELOW THE LOWEST 25m2 BIO RETENTION BASIN | \ 74.20 SL_74.85
| PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). 4 PROPOSED 600 x 600 FIELD INLET a ANNG Wet 10 OERWETER | Y aos Bune \ . | | |
“ae | 7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN PROPOSED 900 x 900 OUTLET PIT OUTLET PIT WITH GROSS POLLUTANT | | RL 751020 ‘ maGbOscD BULDNG |= M
79S | 10mm AT ANY POINT. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. ek WTH CROSS POLLUTANT TRAP TRAP OVERFLOW IL 73.60 | \ RL 74000 E |
> Y s : x
8. NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE | | 2 T \ x
2: 450 m2 QF SIE_DISCHARBES N
SUPERINTENDENT. “ —h | THROUGH CORNER \ \ | Ny
NG-EHANGE IN DIRECTION OF \ \ | |
9. FINISHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN TOLERANCE | | / |
LOCALITY PLAN OF + 5mm OF THE SPECIFIED LEVEL. 200 200 1500 DEEP SA \ dh y
— — sit tan HS OO a
SCALE 15000 10. LocaTions OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN 6S — .—— — =
. , A oy
J ‘ ‘D
EDUCATIONAL SIGNAGE BOARD A | |
(4mm ALUMINIUM BOARD
GREEN WHITE PALLET) | |
THIS BIO-RETENTION BASIN CLEAN |
3000 _W x 6000 L OVERFLOW 1508 UPVC PIPE WATER RUNOFF PRIOR TO ITS |
TO SURFACE DISCHARGE TO THE NOOSA RIVER | |
$181 MESH — ACCESS MANHOLE 4m2 ROCK PITCHED OVER = —— — SWALE DRAIN
5174.10
gg) [== =F = Se PSQNYSESONT Tsou SoSC 2
x +— — — — = — — — 4 [— — — — — — — L | WE 7 2| 300
| i S| |____SWALE DRAIN
, S81 MESH — A | | | 600 x 600 FELD INLET 2. FALL 10 OUTLET
\ {| S—— WITH GROSS POLUTANT TRAP |
| | Le J NATURAL GROUND LINE
lo 4 | 1d | L
200 SERIES BLOCKWORK
K— FULLY GROUTED CORES g | ry |
lo | | | 1508 UPVC PIPE |
NI6 @ 200 | | |
| {2m GRAVEL
fe) N12 @ 400 z | |
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SECTION A-A — SWALE DRAIN DETAIL
hy ¢ 2000 x 2000
N16 @ 200 STARTERS 3008 UPVC PIPE
600 LAP MIN.
| S82 MESH | RUBBLE PIT DETAIL
$172.30 a
—_ OS eo [—
& ala 2 @ a a a a
N12 @ 200 EACH WAY ——
E REDESIGNED 04.03.21 | db APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
D STORMWATER LINES RELOCATED wo221 | dt NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN dL NOOSA YOUNGCARE STORMWATER DRAINAGE LAYOUT PLAN
C SW RUBBLE DRAIN PIT RELOCATED 08.02.21 | dL CONSULTING ENGINEERS CHECKED WM 32 VIEWLAND DRIVE
1 1409.21 | d_ [8 | LANDSCAPE ZONE ADDED aon | a Wie wer aPe0, 70H NeER 3 14/699a SANDGATE ROAD DESIGNED m NOOSA HEADS
f GENERAL 1.05.21 a A 18.20 a THIS DRAWING REMAINS THE PROPERTY OF PHONE: (67) 8862 1886 APPROVED NM CLIENT DRAWING REVISION
va | RAWSON ome | om bao | pevson ome | Day | NEIL McKENZIE & ASSOCIATES (©) Copyright FAX: (07) 3862. 1397 ONE xc 0 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C01 NUMBER |