C01-STORMWATER-DRAINAGE-LAYOUT-PLAN-Rev.4

SW


[OCR of page images]
 

SL 61.00
IL 99.58

BUILD NEW 10504 MANHOLE
WITH HEAVY DUTY LID
OVER EXISTING PIPE

(CONTRACTOR TO CONFIRM
EXISTING PIPE INVERT AT

BREAK IN PRIOR 10 LAYING
STORMWATER LINE)

VIEWLAND DRIVE

3756 CONCRETE CLASS 4 PIPE

NEW 10506 MANHOLE
WITH HEAVY DUTY LID
SL 71.00
IL 69.30

3759 CONCRETE CLASS 4 PIPE

 

NEW 10508 MANHOLE oo 3756 CONCRETE CLASS 4 PIPE
sot RECONSTRUCTION GULLY PIT

SL 74.70
IL 71.80

(A. WH KERB ENTRY 0
(17 NOOSA SHRE COUNCILS \
DRAWING No. 9223-2 N

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

 
 

 

 

 

 

 

  
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

7 7
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oN —) STORMWATER MPECT SAN \
UPGRADE EXISTING 3000 + NS \™ ‘\\
STORMWATER LINE TO 375 | le soos ueve ape \ \ \
|__ EXISTING GULLY PIT \
SL 60.50 | | | | \ SITE \\ I \
IL 59.37 ORIFICE PLATE 1606. © 37 \ \__ | PROPOSED BUILDING I
. | | \, 150 MDE 300 W HEAVY puTY, |_RL 79.500 F |
EXISTING GULLY PIT | | | 3000 W x 6000 L x 2400 D | \ GRATED DRAIN GRATED WI BOLT \ J |
— SL 60.00 | | | | DETENTION TANK —— NC » /
YA.59.14 | a wan | | \ \ y Ke J
. | \ G
\ | | | | | \ sf
. 2000 | x “8 |
\ | | | Ne | | | a \ SWALE DRAIN. —s}
\ | | | ) | | PROPOSED BUILDING
S RL 75.010
. | wl el af
h al | PIT 2A
3 SL 74.85
STORMWATER PIPE NOTES : IL 74.35
STORMWATER PIPE NOTES STORMWATER DRAINAGE LAYOUT PLAN | |\ | a
. STORMWATER PIPES SHALL BE OF THE TYPES DESIGNATED ON THE DRAWINGS | BASIN 1 = a \ |
OR UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. 56m? BIO RETENTION BASIN SE | \ )
ee PROPERTY BOUNDARY LINE | 200 SERIES BLOCKWORK | FAL \ \ [LINE 2 ¥
. HARDITUBE PIPES (uPVC) SHALL BE MANUFACTURED IN ACCORDANCE WITH RETAINING WALL TO PERIMETER i \ \ 3008 UPVC »
AUSTRALIAN STANDARD AS1254 “UNPLASTICISED PVC (uPVC) PIPES AND , EXISTING TELSTRA LINE OUTLET PIT WTH GROSS POLLUTANT) ESE a 8 a 7h
FITTINGS FOR STORM AND SURFACE WATER APPLICATIONS’. TRAP OVERFLOW IL 72.60 i Oe IL AT HEADWALL 73.200 ~~~ Net £ UNE 1 \ = 1740
-e __ _< —_, __ WE! j_ LINE boy
| . ALL PVC PIPES SHALL BE LAID AT A MINIMUM GRADE OF 1 IN 100 AND ——— w——_ EXISTING WATER MAIN | = a SOOHUPYC Pi cet—___* 2056 UPVC PPE |
w HAVE A MINIMUM COVER OF 600mm IN TRAFFICABLE REGIONS. So 77 oir a
= 2 | ALL PVC PIPES SHALL BE R.RuJ. AND SHALL HAVE AN INSPECTION OPENING 2 | STS! J Su “ f FS
S = AT ALL CHANGES IN DIRECTION AND GRADE. Wy -—-~—-—~ EXISTING CONTOUR LINE (1.0m INTERVALS) EDUCATIONAL SIGNAGE BOARD pI / Co SL 74.95 \
= a _ z (4mm ALUMINIUM BOARD —T_ 3008 UPVC PIPE ~ IL 73.60 <I
a = a = | ALL JUNCTIONS BETWEEN uPVC PIPES SHALL BE FORMED USING PIPE MANUFACTURES \
3 & z\\ | STANDARD RR. JUNCTIONS . EXISTING POWER POLE GREEN WHITE PALLET) ! | \y / )
z| ||s = 3 = THIS BIO-RETENTION BASIN CLEAN SSE \ ils
3 | _ ALL PIPES AND PITS SHALL BE HANDLED AND STORED IN STRICT ACCORDANCE © EXISTING TELSTRA PIT WATER RUNOFF PRIOR 10 {TS | Ukr Fi \ WT
= VIEWLAND DRIVE WITH THE MANUFACTURERS RECOMMENDATIONS. DISCHARGE TO THE NOOSA RIVER | | CST \
= S |—_——— \
| . ALL PIPES SHALL BE FREE OF DEFECTS, DAMAGE AND DISTORTION. a PROPOSED 600 x 600 SPEL FILTER BASKET BASIN 2° ——__+—<—1 IL AT HEADWA / ,
| GPT AS PER MANUF. SPEC. 16m2 BIO RETENTION BASIN \ 74.20 \ IL | | N%a
4 | . ALL PIPES SHALL BE BEDDED ON SAND OR APPROVED GRANULAR MATERIAL 200 SERIES BLOCKWORK | | \ | K
“yp WHICH SHALL EXTEND TO A MINIMUM DEPTH OF 100mm BELOW THE LOWEST RETAINING WALL TO PERIMETER \ \ \ A J
ty PART OF THE PIPE. (REFER TO TYPICAL PIPE TRENCH SECTION). a PROPOSED 600 x 600 FIELD INLET QUTLET PIT WITH GROSS POLLUTANT | | \ |
» PROPOSED BUILDING ) \ =
” THE FINISHED LINE AND GRADE OF DRAINS SHALL NOT DEVIATE BY MORE THAN TRAP OVERFLOW TL 75.60 | RL 75.010 ‘ |=
"40mm AT ANY POINT, UNLESS OTHERWISE APPROVED BY THE SUPERINTENDENT. ER Whit coos POLLUTANT Rap PIT | \ a 75010 BUILDING 3
Y > ‘ 3
NO BACKFILLING OF TRENCHES SHALL OCCUR UNLESS APPROVED BY THE | | 2 \ \ =
SUPERINTENDENT. a -h | ee tou fone eS \ \\ I" |
NO-CHANGE IN DIRECTION OF \
LOCALITY PLAN .FINSHED LEVELS OF PAVEMENTS SHALL BE CONSTRUCTED WITHIN. TOLERANCE I Flow | } | |
SCALE 1:5000 OF + 5mm OF THE SPECIFIED LEVEL. I \ \ ah |
i — — SF Oh
10. LOCATIONS OF SPOT LEVELS CAN BE SCALED OFF DRAWINGS WITHIN I, \ \ \ aa
£ 100mm. Yoo \— Santillana Sa SS He Sy, SE
2
| Lg Ay T Soy |
EDUCATIONAL SIGNAGE BOARD | | 2m x 2m GROUTED STONE —_|
(4mm ALUMINIUM BOARD PITCHED OUTLET
GREEN WHITE. PALLET) | |
3000 W x 6000 L THIS BIO-RETENTION BASIN CLEAN | | |
WATER RUNOFF PRIOR 10 ITS
DISCHARGE TO THE NOOSA RIVER | |
SLBI MESH — ACCESS MANHOLE
S470
—_ EE CO — YY eC OC de ee ee
Rg La J Jo OT L
k SLBt MESH — d
L | 4| 900
200 SERIES BLOCKWORK S| |___SWALE DRAIN
FULLY GROUTED CORES 2 FALL 10 OUTLET
P ‘ | NATURAL GROUND LINE
“em ete —
fe Nt2 @ 400 4 | \\
N16 @ 200 STARTERS 3008 UPVC PIPE
600 LAP MIN, J
YW) cous SECTION A-A - SWALE DRAIN DETAIL
$172.30 |
OO Se eee y
N12 @ 200 EACH WAY ——!
4 w2 fa |e REDESIGNED 04.03.21 | a APPROVED SCALE 1:250 JOB DESCRIPTION DRAWING TITLE
3 | _ STORMWATER MAN RELOCATED aatiar | a [0 | STORMWATER LINES RELOCATED 022 | a NEIL McKENZIE | & As SOCIATES Pir. LTD. DRAWN dL O EWAND GaN STORMWATER DRAINAGE LAYOUT PLAN
2 roo921 | a |c SW RUBBLE DRAIN PIT RELOCATED 08.0221 | a CHECKED NM
1 oat | de |B LANDSCAPE ZONE ADDED wo. | dL WE AISI. RPEQ M7, NPER 14/699a SANDGATE ROAD DESIGNED NN NOOSA HEADS
F GENERAL tos | | A vend | moans we propeaty on EHONE: (07) 3862 01386 APPROVED | NM CLIENT DRAWING REVISION
No. REVISION DATE DWN No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES © Copyright FAX: , (07) 3862 1397 DATE OCT. 20 DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C01 NUMBER 4