Stormwater Drainage Layout Q20-004-C01 7

SW


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BUILD NEW 10504 MANHOLE
WITH HEAVY DUTY LID
OVER EXISTING PIPE

SL 61.00

IL 99.58

(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 TO LAYING IL 69.30 ee (4 NOOSA SHIRE COUNCILS
STORMWATER LINE) 3756 CONCRETE CLASS 4 PIPE 3750 CONCRETE CLASS 4 PIPE \/ DRAMIS No. 9225-4 NL
~ N
C \ \ ° T | v= SS ——— Se
\ \ \ \ \ ‘ \ \ o \ | / / ( w w m w a w = Zw = ! " “ »_——
\ \ \ ‘ ‘ SS 3 ! ain :
~ w Te = w. w XE A 7 w. S w. : w. w. w w. w. —w w. t w. ~ v w w w 7 w Ww E w. w " {w w. w w Ww aa = s w. Ww w. w Ww = x x
—— + - — — — a Se SR ye a Ke er — —| — —|], Se 2
\ ¢ aw | “Tn INSPECT OVERLAND FLOW PATH \ \ \
UPGRADE EXISTING 3008 | ~ — — —
STORMWATER LINE 10 3750 | _ | | | 3750 CONCRETE CLASS 4 PIPE | | LL] 3750 UPVC PIPE . o> 4M - nN NN
| — / =|. MM \
| easing Guy er _ | | | 3000 x 900 CHAMBER iz, | fl i \
SL 60.50 | WITH HIGH WEIR OVERFLOW EF SITE |}. \ |
IL 59.37 | | | AT RL 73.80 tN / \\ | Propose auton mn #
| | | | ORFCE PLATE 2088 “| \ Ba awa er
EXISTING GULLY PIT | \ DOW GRATE i
ZX 4. 60.00 | | | | | 3000 W x 8000 L x 2500 D | \ a \| 7 /
159.14 | DETENTION TANK =) + a C Zee)
« | : | SL 74.60 in | \ Ls N
IL 72.10 2000 | | \_ aN
\ | | | LANDSCAPE | | \ \ pram A il A
ZONE >>~~ h |
’ | | PROPO: \ | f7 A 7505 |
\ | oe SED BUILDING v
\ | | > | S| RL 75.10 | i,
| “ { 5 “8 |
| \ al er 2h \ SWALE DRAIN | —>
STORMWATER PPE NOTES ZN STORMWATER DRAINAGE LAYOUT PLAN \ Al | eit 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 H ROCK DISSAPATER AT HEADWALL
oe PROPERTY BOUNDARY LINE | 200 SERIES BLOCKWORK a J UNE 2
2. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN ACCORDANCE WITH RETAINING WALL TO PERIMETER = \ \ 3756 UPVC PTA
AUSTRALIAN STANDARD AS1254 “UNPLASTICISED PVC (uPVC) PIPES AND t EXISTING TELSTRA LINE OUTLET PIT WTH GROSS POLLUTANT =) SEE a SL 749
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’. TRAP OVERFLOW IL 72.30 i iS IL AT HEADWALL 73.200 ~~~ Net L UNE 1 \ 740
uN — NE ee)
3. ALL PVC PIPES SHALL BE LAID AT A MINIMUM GRADE OF 1 IN 100 AND w EXISTING WATER MAIN | iS ieee — — S7SOUPVC PI Sa PIPE an
iw HAVE A MINIMUM COVER OF 600mm IN TRAFFICABLE REGIONS. | Li init al i] y OT seo /
= 5 | ALL PVC PIPES SHALL BE R.R.J. AND SHALL HAVE AN INSPECTION OPENING 2 - EXISTING CONTOUR LINE (1.0m INTERVALS) EDUCATIONAL SIGNAGE BOARD — Se ¢ iL 73.60 \ Ins
y oo =z AT ALL CHANGES IN DIRECTION AND GRADE. (4mm ALUMINIUM BOARD 3750 UPVG PIPE / ~L SWALE INLET PIT
wi = 5 5 | ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES ESTING POWER POLE GREEN WHITE PALLET) | NG / \ 300 x 900 il
& g % z STANDARD R.Rw. JUNCTIONS °
=| ||s 2 3 =\\ | THS BIO-RETENTION BASIN CLEAN || ‘eer gay SL 7480 iz
BU | 4, ALL PIPES AND PITS SHALL BE HANDLED AND STORED IN STRICT ACCORDANCE o EXISTING TELSTRA PIT WATER RUNOFF PRIOR TO {TS | Ue ee yT
z VEWCAND “DRIVE WITH THE MANUFACTURERS. RECOMMENDATIONS. DISCHARGE TO THE NOOSA RIVER | | | Sari 7480
a St
| 5. ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION. a PROPOSED 600 x 600 FIELD INLET BASIN 2 —_—_—___+>{] \ | NK
| 16m2 BIO RETENTION BASIN | \ Car erin / Ae | jay
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 ) | mao | | \ PROVIDE. OVERLAND jl __,
G o | PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). WITH GROSS POLLUTANT TRAP OUTLET PIT WTH GROSS POLLUTANT \ FLOW PATH |
® TRAP OVERFLOW IL 73.30 PROPOSED BUILDING K \ g |
7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN RL 7510. PROPOSED BUILDING |=
10mm AT ANY POINT. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. PROVIDE 1m x tm OF GROUTED | Rl 740 3
X . S
ROCK DISSAPATER AT HEADWALL | | XY =
8. NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE 2 \ =
SUPERINTENDENT. OUTLET “py _| | S) FSI DISCHARGES \ \. | |
LOCALITY PLAN NO-CHANGE IN DIRECTION OF \ \ |
9. FINISHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN TOLERANCE | | FLOW | / pit |
SCALE 1:5000 OF + 5mm OF THE SPECIFIED LEVEL. J \ \ | = * P
i — — SB
10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN I, \ \ \
£ 100mm. yor \— — — ——\S —_—— > a
| Lg ay TT Soy |
EDUCATIONAL SIGNAGE BOARD | |
(4mm ALUMINIUM BOARD
GREEN WHITE. PALLET) |
8000 L_x 3000 _W 3000 W x 8000 L THIS BIO-RETENTION BASIN. CLEAN | |
WATER RUNOFF PRIOR TO ITS
DISCHARGE TO THE NOOSA RIVER |
S181 MESH — ACCESS MANHOLE S181 MESH — ACCESS MANHOLE
3174.60
Oe — — —e_ _ fed a JS JSS vy fp [ _ OO
& ~~, fd | R fo 4 Jo i
S181 MESH — TOW 7380000 , k S181 MESH — 4
“ “ P: 4 4| 900 W x 300 D MIN
L200 SERIES BLOCKWORK ___J 200 SERIES BLOCKWORK 3| SWALE DRAIN FALL TO
FULLY GROUTED CORES || FULLY GROUTED CORES |: 3 OUTLET
: f 4. GRASSED 'V ORAN ——} NATURAL GROUND LINE
Ni6 @ 200 N16 @ 200 | [
wt2 @ 400 ° 3 Nt2 @ 400 4 siz |
N16 @ 200 STARTERS N16 @ 200 STARTERS 3750 UPVC PIPE
600 LAP MIN. 3756 UPVC PIPE 600 LAP MIN. Il
SL82 MESH 2008 ORIFICE PLATE. ——}> r rl S182 MESH f SECTION A-A — SWALE DRAIN DETAIL
Le | I I —— __ 7210 —_ | —
c — —_— _ co Se eee y
8 > = Rg oto oo | a Q a a a oo ot,
N12 @ 200 EACH WAY ——— 900 N12 @ 200 EACH WAY ——
7 GENERAL 1209.22 | ad | F REDESIGNED 0403.21 | al APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
6 GENERAL 300322 | a |o STORMWATER LINES RELOCATED 0221 | a NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN dL NOOSA YOUNGCARE STORMWATER DRAINAGE LAYOUT PLAN
5 GENERAL 17.03.22 | do |e SW RUBBLE DRAIN PIT RELOCATED 08.02.21 | dL CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
4 ona | dt | 01.
LANDSCAPE ZONE ADDED 28.01.21 | ab We MSI, RPEO, 007, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
3 STORMWATER MAIN RELOCATED mia [a [oc tait20 | ane RewaNS THE PROPERTY On CLAYFIELD, oD. 401 tag APPROVED wu TEN SNS Canon
No. REVISION DATE DWN No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: , (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q?0-004-C01 NUMBER 7