Q20-004-C01 8

SW


[OCR of page images]
 

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 10 LAYING L 69.30 ee (4 NCOSA SHIRE COUNCILS
STORMWATER LINE) 3756 CONCRETE CLASS 4 PIPE 3750 CONCRETE CLASS 4 PIPE \/ DRAMIS No. 9225-4 NL
~ N
RS
\ \ \ T ° T | ) = Sw Sw aw Sw ow ow ow sw sw {(S=a_9 Ww sw 3 sw sw sw —
\ \ \ \ \ ‘ \ \ o \ | / / c w w m w a w = Zw = | " “ »_——
\ \ \ \ \ ‘ \ \ | / ( | 7 7
w ( w PS w w ny c" “ w. w Ny ; fr —». oa i w= w— Woop} w— w = w w. w w. w w | ow Zo + z = 7 + 7
\ Ww Ww WwW: WW: Ww Ws Ww Ww WW Ww wi Ww 4 W W. Ww. We Ww 4 Ww Ww. We W W. W. Ww: W. 1 Ww Ww W. : W- 7 W. r Ww: 7 ty r W- r Ww. 7 t Ww 7 Ww 1 We 13 Os 7 We 1 W * We 1 We * Ww : w " w w w a “ ™
TOON OTT SNS a SO TS See = Oe NNN
> \ c ® | Ta OVERLAND FLOW PATH VAN —\
UPGRADE EXISTING 3008 | ~ — — — \
STORMWATER LINE TO 3758 | — | | | 3750 CONCRETE CLASS 4 PIPE a [Se 4 TIN
| | 3750 UPVC PIPE Ir = \ ! \
I 4
|__ EXISTING GULLY PIT ~~ | | | 30 aon OE ym | ! SITE \ u \
SL 60.50 | WTH HIGH WEIR OVERFLOW \ = " |
IL 59.37 | | | AT RL 73.80 <a \\ | Propose auton i #
. | ORFICE PLATE 2000 ————~~_| \ 180 Moe soo w wea pur, | RE 7.50 Pe
EXISTING GULLY PIT | | | | \ GRATED DRAN GRATED WTH BOLT \ |
b. | | | DOWN GRATE \
Z SL 60.00 | | | | 3000 W x 8000 L x 2500 D \ 7 /
459.14 | DETENTION TANK =) + SY C Age |
| : | SL 74.60 1 | \ LAS ~~
\ . IL 72.10 7000 | | \_ fs
| | | LANDSCAPE | \ \ vy
\ ZONE | | — 7 AEs KA HT A |
\ | | | | | I} PROPOSED BUILDING Vir?
ky RL 75.10 |
x | Ay \ él 4, |
| \ Bl Br 2A ALE DRAN | —>
STORMWATER PPE NOTES : ZN STORMWATER DRAINAGE LAYOUT PLAN \ al |__ att Se
1. STORMWATER PIPES SHALL BE OF THE TYPES DESIGNATED ON THE DRAWINGS | BASIN 1 AA PROVIDE 1m x 1m OF GROUTED |
OR UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. 56m2 BIO RETENTION BASIN SE H ROCK DISSAPATER AT HEADWALL
ee PROPERTY BOUNDARY LINE | 200 SERIES BLOCKWORK | “HAR \ \, ounleT J ENE 2 PYC PIPE
2. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN ACCORDANCE WITH RETAINING WALL TO PERIMETER = \ \ 3756 UPVC a
AUSTRALIAN STANDARD AS1254 “UNPLASTICISED PVC (uPVC) PIPES AND 1; EXISTING TELSTRA LINE QUTLET PIT WTH GROSS POLLUTANT) BE CN Wom an a z 7495
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’. . hs 0
TRAP OVERFLOW IL 72.30 ! fe THOM ye L ner ae 4
| 3. ALL PVC PIPES SHALL BE LAID AT A MINIMUM GRADE OF 1 IN 100 AND —_——_w——— EXISTING WATER MAIN E ea S7SO\UPVC PIRE 2956 UPVC PPE
w ! HAVE A MINIMUM COVER OF 600mm IN TRAFFICABLE REGIONS. | a SSE 7} 7 ar oe
= 2 ALL PVC PIPES SHALL BE R.RJ. AND SHALL HAVE AN INSPECTION OPENING > ai JOT pee // 90 SWALE INLET PIT 900 x 90 x
2 2 z AT ALL CHANGES IN DIRECTION AND GRADE. qy ~~————-~ EXISTING CONTOUR LINE (1.0m INTERVALS) (inn ALUMINUM BORD t—] 3750 uevd ppc f 7360 § 76.00 S
a = B = | ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES ENISTING POVER POLE CREEN WHITE. PALLET) | NG / \ (HS PT COULECT 250m? SII
& g % z STANDARD R.Rw. JUNCTIONS °
z||/s 2 g =\\ | THS BIO-RETENTION BASN CLEAN] || Nearer SL 74.80 ‘ OF UPHLL AREA) iz
3 | 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
3 VIEWLAND DRIVE WITH THE MANUFACTURERS RECOMMENDATIONS. DISCHARGE TO THE NOOSA RIVER | | eae \ pri/2
a s |__—_———" \
| 5, ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION. a PROPOSED 600 x 600 FIELD INLET BASIN 2 +> \ SL 74.90 | NM
| 6. ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL 70 SERS TLOCKHORK | ‘ IL AT HEADWALL / /—"~ \ POLED PLASC fit o%
Wp | © WHICH SHALL EXTEND TO A MINMUM DEPTH OF 100mm BELOW THE LOWEST a PROPOSED 900 x 900 OUTLET PIT RETAINING WALL TO PERIMETER | | m2) | \ TO DVERT UNMAL STREAM
G | PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). WITH GROSS POLLUTANT TRAP OUTLET PIT WTH GROSS POLLUTANT \ IMENT AROUND BULONG. | |
° TRAP OVERFLOW IL 73.30 PROPOSED BUILDING \ \ APPROXIMATE. 80m2 a |
7. THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN RL 75.10 PROPOSED BULDNG) |=
10mm AT ANY POINT. UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. PROVIDE tm x tm OF GROUTED | | 7 . Reig 3 |
ROCK DISSAPATER AT HEADWALL | \ =
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 + Smm OF THE SPECIFIED LEVEL. I \ \ sh SL '
i — — SB
10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN I, \ \ \
+ 100mm. vor y— — — ——\S — — >, |
| Lg ay T Ly |
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
— o a a a of eS — —_yY OO St—O——S—C—O SC 4d pL
5 a Ge al 5 to —— —_f} — | TF L
S181 MESH — TOW 7380000 a k S181 MESH — d
j 4 P: 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 | [
NI2 @ 400 4 9 Ni2 @ 400 4 gle |
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 ——
8 GENERAL 26.09.22 | ad | F REDESIGNED 0403.21 | al APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
7 GENERAL 0922 | & | 0d STORMWATER LINES RELOCATED woo | NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN dL NOOSA YOUNGCARE STORMWATER DRAINAGE LAYOUT PLAN
6 GENERAL 30.0322 | d |e SW RUBBLE DRAIN PIT RELOCATED 08.02.21 | dL CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE
5 GENERAL 170322 | a | 0 LANDSCAPE ZONE ADDED 28.01.21 | a 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
4 oma | a |c vaio | al mie ST RPO RS CLAYFIELD, QLD 4011
12. Ht. (6 APPROVED NN CLIENT
THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 DRAWING REVISION
No. REVISION DATE DWN | No. REVISION DATE DWN | NEIL McKENZIE & ASSOCIATES (C) Copyright FAX: by 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-CO! NUMBER 8