Approved Plans - OPW22/0319

€Z0Z/E0/80 ‘eq UOIsIaA ‘| :UOISI8/,

 

S88VEETS -AHES Wewns0q

DRAWING SIZE - Al

SITE AREA UNDER 2800!
ALTERNATE WEASURES FO
SUD NELEMENTED

u faa

ROOF RUNOFF
DREW
WATER TANKS u
WATER TANS =) eT crass PoULVTANT TRAP
FOR RE-USE & DETENTION Jot] caoruRes cross PowuTanTs

Ye
g

WATER CYCLE DIAGRAMATIC

RUNOFF To COUNCIL
INFRASTRUCTURE

PROMOE WIN 1150 FALL ALOWE
LNCH oF Sie ORAN TO AFPROVED
PONT OF SCHAECE

CO

TYPICAL SECTION OPEN GRASS SWALE

 

SUB Ts as
NOTED OF PLAN,

  
   

2/N2 RES.
Ste COMER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PIT TRIMMER DETAIL AT SLAB JOINTS

 

www.dialbeforeyoud

DIAL1100

BEFORE YOU DIG

 

 

 

 

sa coven
‘sie Min

HeavY OUTY TRARCALE
— i cess

TRAFCARE CONCRETE
DETEXTONTaNK FoR 00F
DIVE way STM WTR

ONL, UN caPACTY 28000
DE WAY SLAB

 

 

 

 

DRAINS resus repored from Veron 2023.02 9437 20959,

 

Pr / NODE DETANS Version 8

 

 

 

 

“WOK OVERFLOW PPE

 

 

 

cl q

 

ROOF TORU WATER
Low a0 Lt a
STORAGE Ta

\

 

 

 

 

 

 
    

WATER DETENTION TaN
DETETN ZONE
14000

  

 

 

 

 

 

 

 

 

 

\ FE-USE PUMPING AND
‘Eatin

STORAGE TANK DETAIL

 

 

\, LOW Flow CARE, seam
\,_STAMLESS STEEL PLE wr &
ES {Sram GAPE HOLE

DETENTION TANK DETAIL

    

  

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

\ GATE/UD (HOT IP GALY
? HERE 1
\ DOONEERS s2°ROV8L
/ Cs see cossPowumat
ri te caren Hor om cas "ore a /— fos sot sale 80
SSP AN wee SHEN TO, [fist fo wacanss
/—BNGEER'S aPrROvAL | /— terrcamons,
— >
FE ===
5 maou onas ean 4
fio cauy poweis @ 400 // [ AROIL) EPOKY GROVTED
“2 Om cD uw as noe |, 18 wh aT
‘tr un ow PLN
rau c-cast —
amo ea (
“WOES As ss no s
fi ‘nu (
?
PRE-CAST STORMWATER PIT SECTION \
s

 

 

 

 

 

 

 

No wate upweling fom any pt. Freebourd was adequate at alps
( Flows were safe inal overiow roster.

¢ = 5 DRAINS DETENTION TANK ANALYSIS
RESULTS QUTPUT

    

   
 
     

TRU REECE WHS TO
soaPToR' (Po, coOe oat.
om apreove EOuneLANT As Pee
MAN FACTS SPECATINS

 

CALYASED KER ADAPTOR TO LOCAL
AORITY STNDAADS AND PER

 

 

 

 

 

 

Name MaxHGL MaxPond MaxSurfice MaxPond Min Overflow Constraint
NGL Flewvehing Volume freeboard eum
(cams) cum) im) }
> Pia 1025 009 0270 tone <
» ouner 1239, o
(
SUB-CATCAMENT DETAILS.
Name Max Paved Grassed_ «Paved assed Supp. Dueto Storm
\ Flowa Max Mate Te Te
( (curs) (ums) (um) — (min) in) (rin)
> basins 0087003069 3 5 210% AEP, 10min bust, Storm &
( PROP 01080078006. 5 5 210% AEP, Smin burst, Storm 1
——_ | REMAINDER 0.065 0029003 5 5 210% AEP, 10min burst, Storm &
creane semen mawesesome
DETENTON TaNKS> <
Name Max MaxV MaxUS— MaxO/S. Duete Storm d
leurs) (avs) HGLIn) HL) <
PPE? 0085 LSE —«14I9E «TROT _ 10K AEP, 10min bunt, Storms }
( Pipes 0083 381 «1200E_—«12393 10% AEP, 10min burt, Stvmd <
COveRFLOW ROUTE OETALLS \
/ Name MaKQUISMaKQD/S SefeQ _DuetoStorm
\ once §— oan 0008 20% AEP, 15min burst, Storm $
i on o 8 Oto.
? ¢
\ Name MaKWLMawol Max. Max@_ Max 4
i Total LowLevel_ Heh Level Q

 

 

sre aa, ye soe
rent ast ee
wet

_é

 

 

 

 

 
  
 
  

STDS ION
SECTION DETAIL

2/75 x40 RAS
HH. GL, APES ACROSS
FOTPATW VERE

 

STAND-UP KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).

 

NOOSA COUNCIL
APPROVED PLAN
OPW22/0319 26 APR 2023

 

 

 

CO se BS

     

KERB OUTLET (2)

   

tesa
FOR APPROVAL,

DO NOT SCALE FROM THIS DRAWING

ein pte 8 ay eens

 

 

 

 

 

STORMWATER DRAINAGE

DETAILS

25-27 TOOLAR St,
TEWANTIN

 
    

 

| ese. [31030-0054 A.