33094 hydraulics SW B&W 280717 · OPW17/0520

 

STORMWATER OPERATIONAL WORKS

 
 
 
 
 
  
 
 
    

@100 SUSPENDED UNDER SLAB

   

RL 42.34

 

 

-450sq GRATED FIELD INLET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

     

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

       
     
     

 

 

 

 

      

 

 

 

 

 

 

 

 

 

   
 
 
   

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
    

 

 

 

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

en DISCHARGE TO KERB&CHANNEL
I
RE aoe 9100 TO KERB&CHANNEL wi =
, AS PER DETAILED DESIGN . 8
- . BUTLI ES, PANTR | | 5 2000min | © 5
|__| ; KITCHEN / — uw | \< Hot Dip Galvanised Kerb | F\a
20mm 0 DR RL 40.6 | lo adaptor to match kerb
sok 20mm FALL TO DRAIN N <p o za profile 3
i] 950 \ | wi _ _ {
N 1S >
Rais) FALL gp LE “NI \
STORMWATER MANAGEMENT --- QUALITY AND | ( <x 125 x 75 x 6mm Galvanised Notes:
QUANTITY | la MS section 1. UPVC pipe to be 100mm heavy duty DWV
20mm FALL TO DRAIN | ye 2 Al cee orks to be hot di alvanised
LAWFUL POINT OF DISCHARGE, FLOOD IMMUNITY AND OVERLAND FLOW ee ae-97 > | < Connection fitting FA ea MORE fe ne hot cip galvonised
r 1 rerer etal
; lvent weld t (type N or P),
A LAWFUL POINT OF DISCHARGE ACCORDING TO QUDM, SECTION 3.4.1 | ouew MO8 | POND WATER = 75min 75min eet Ha jgerent Cype N or P). or
CAN BE ESTABLISHED AS PART OF THE DESIGNATED ROAD w OUTDORERAA. OUNCE RL 40.54 ENTRY o50~ | ” |
INFRASTRUCTURE, BEING KERB&CHANNEL AT NATASHA AVENUE 5 RL 40.75 | ~ \ ALL
2. THE LOCATION OF THE LAWFUL POINT OF DISCHARGE WILL BE UNDER % RL 40.14 ~ 5 \ | < ee
THE LAWFUL CONTROL OF THE LOCAL AUTHORITY. 5 . | 2 POND | — G Z a .
3. THE DISCHARGE AT THE DESIGNATED LOCATION WILL NOT CAUSE ANY 3 g DINING RL407 RL 40.40 \ \ e Lb Z y Fitting for connection of 6100
2 ° RL 40.6 \ < lo Y Y uPVC pipe to 125 x 75 x 6mm
ACTIONABLE NUISANCE TO DOWNSTREAM PROPERTIES. z , \ \ < Ie AN Y MS section
4. THE CONTRACTOR SHALL COMPLY WITH THE AUTHORITY's CONDITIONS a f t a \- \A <x 6 is 2 Lizlls
AND REGULATIONS. 7 | \ = - _ Ad. 3B z a
5. THE OVERLAND FLOW PATH ALONG THE BOUNDARY SHALL NOT BE 5 \ = | | — aT SECTION A -— A
OBSTRUCTED WITH ANY STRUCTURE AND/OR STORED GOODS AT ANY a E FET NN Le Hot dip MS connection
TIME DURING CONSTRUCTION AND DURING OPERATION OF THE POOL hOmm e | a A fitting or approved equivalent.
PROPERTY. THE CONTRACTOR AND THE OWNER SHALL ENSURE NO FALL BN [ = | | 2 Pi ttor into fittings,
NUISANCE IS AND/OR DAMAGE IS DONE TO ANY UPSTREAM OR é Et DETAIL A gs.
DOWNSTREAM PROPERTY AND SHALL NOT OBSTRUCT DESIGNATED rm “vine BED 5/STUDY powpeR Fi| = DRIVEWAY
OVERLAND FLOW PATHWAYS. a 7 RL 406 ROOM E TYPICAL CROSS SECTION OF STORMWATER TO KERB
boon) =) @ 5 [788 -600sq GRATED FIELD INLET NOT TO SCALE
eats cur Bl DISCHARGE TO KERB&CHANNEL
RL 40.14 | SHR E | AS PER DETAILED DESIGN
QUANTITY: | es [| et
— ft FN |
6. THE COLLECTING AND DISCHARGING OF ALL ROOF DRAINGAE ANDSOME | Je See a a p L— ] oe oY | \ |---
SURFACE DRAINAGE TO NATASHA AVENUE ENSURES THAT THE POST | I _
DEVELOPMENT RUNOFF CONFIGURATION IS SIGNIFICANTLY IMPROVED | [ NN N\ X& L
COMPARED TO THE PRE DEVELOPMENT RUNOFF CONFIGURATION. . —tr—— | ——h~~ ~
\ ~~~
f 7 GP2 ~- = Tt
6150 |
TYPICAL:

A/C CONDENSATE TO SW

GROUND DRAINAGE PLAN

SX \ NNN
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\ . \. \ \, \ NN. ‘\ \ \ . Te

    
 
  
  
      

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‘ NH /
ON YOOOOOOCCOBIH 0H, . L/S
_—|- nureanorrurenerecrennccesonge | __f 2 \/ SENIOR DESIGN ENGINEER
a AIG I a \ DR.—ING. REINHOLD KOENNING
a /\ RPEQ7023
<— tanked a / \ MSC, PHD, MEAUST, AHSCA
RETAINING ‘
/ \ _ DATE AS PER TITLE BLOCK
swe / ~——— 40
—-—- / DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
To FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
fo | ~~. ‘Amd Description Date
[ ry
,
4 “ : : D.
GhweES \& MBDIA ROOM
\ RL365 \ \ t
SO | \ Ly — Le
| \ \ \ | \ \ To LLIFTWELL PUMP
Vy hy \ \ ; OUT AS PER
VS \ \ ¥ DETAIL
fn ee \ \ 5
\ \ \ \ \ 7 e
\ ) } \\ :
\ << —_\ POOL WINDOWS \ 8 _ _—~ S Issue Notes Date
* \ \ (POvE v N Ue — \ For Development Approval
| \ FooTNG . \. ‘\ —_ . _ aT For Building Approval x 28-07-17
\ a , N ) ofp - Capa : / For Tender x 28-07-17
\ \ \ ~~ = GARAG F .
1 an t RL 37.7 ! 1 - For Construction x 28-07-17
MINOR SURFACE AND BALCONY RUNOFF -————» : eet . | - _ PROVIDE LINEAL DRAINAGE WK ~— 3 9
\ \ \ \ HOR KX GLASS WALL }——__ VEHICLE TURNTABLE “DRIVEWAY CHANNEL WITH NY - As Constructed
TO BE DIRECTED TO VEGETATED PART \ 56 b 2 Lo \ =j DRIVEWAY TRAFFICABLE GRATE TYPE’ a
AD! 4 \ \ \ War —\ ‘ \ —T / GRADING TO OUTLET
DO NOT PREFER TO INFILTRATE, BUT \ \ \ WAL —\een 2 ens? ae PROVIDE 1 “
RATHER PROVIDE CONTROLLED SURFACE ‘ \ A | 600sq EMERGENCY GRATED °
RUNOFF FROM HEADWALL, ENSURING \ lea INLET WITH HEAVY. DUTY. roa
THAT NO SCOURING CAN OCCUR... | _.—-“TRAFFICABLE, CLASS D GRATE 1 et
PROVIDE ROCK MATTRESS AND CREATE an , ~~ owe Ne y rau Ic he
ROCK DRY CREEK AND PLACE THE a |——2100
FEATURE AT THE BEST POSSIBLE | l TF I _ \- ~
CONSTRUCTION.LOCATION TO BE = tH | A - q = \ a : :
DETERMINED DURING CONSTRUCTION. i AN ' oe | ; 7 l — | So ~ 3 8 5 CONTACT: Reinhold Koenning MiEAust AHSCA
“Loe eee \ N, ’ ox i
: eee +100 "100 ‘ ° Moffat Beach, @lo, 4551 RPEQ# 7023
\ : \ ) XN \ email: [email protected]
rag a 5 ; —— PH: (07) 5491 4333
oN \ Foo. aN pum Lise TO HEADWALL IN GARDEN’ — Se I CLIENT :
JQUIPMENFTLOCATION --— SY ~
Se AUPE custine —_ GLEN WATSON
~._! D RETAINING WALL
/ PROPOSED nose TA au TO eMAN ——— _ :
+ (BRUSH FENCE, a ~“ ARCHITECT =
/ ; 7 ‘NOTE: 5 LL COLLINS BUILDING DESIGNS J
\  ( / \. Z MAINTAIN fs > <
; \ \ / XN, Y UNOBSTRUCTED > PROJECT: 13 NATASHA AVENUE
LVL AKAKN \, ( N. a OVERLAND FLOW > NOOSA_HEADS
LANA NN \ 471 \ | ~ 4 PATH ALONG | THE/ PRIVATE RESIDENCE
BOUNDARY
DRAWING TITLE:
STORMWATER
OPERATIONAL WORKS
BASEMENT DRAINAGE PLAN SITE DRAINAGE PLAN
Design Ae. Checked (Ch Dote 28-07-17 Dwg. No. AMD,

\ Scale: 1: 100 ON At UNO, 2 Of 6 3255-2 J
RPD:— LOT 2 RP 106422