08/0215 - Hydraulic drawings for stormwater, erosion & sediment control [As Published] · 142008.215

 

 

 

Lot 1 on RP69868

181 GYMPIE TERRACE

DRAWINGS
DRAWINGS FOR BA

 

 

   
     

   
      

  

 

                   

 

             

 

1763-1 — GENERAL NOTES & LEGEND
1763-2 — GROUND HYDRAULIC SERVICES
N OOSAVI LLE 1763-3 — FIRST & SECOND FLOOR HYDRAULIC SERVICES
GYMPIE DRAWINGS FOR OPERATIONAL WORKS
FOR TERRACE 1763-0-1 — STORMWATER OPERATIONAL WORKS
K. & V. BRACKEN 1763-0-2 — SEDIMENT & EROSION CONTROL PLAN
wet e
SENERAL NOTES. a ayn ssa at cnt tole
eens he Oi itod Serie Wrst, Sara Nata 5 es %
i ee coe oS ieient Austral Soncatas,
and ‘the requirements of the Local Author. wath oh « ot 1. To be responsibility of Monogement
Ircag Bracing ore, Seqrarwmots 90Y, ond tomy Mpeciicotlns, and eter entien 2. To fist all in flow filtering devices like leaf eaters
iatracions Oat may ba coures of the control * at OP's and other filters
cconrany * te 3. To keep and maintoin a og of cloning
Contract, ery a ete eg Commancerten of tor work, —-- af 4. To clean devices including first flush storage tank
Tham be Te -os to manufactures specificotion
- enatrating fire resistant | -minimum quorterly, but monthly in rainy seoson
so =ofter eoch mojor reinfall event
— 1. 5. To inspect and clean tanks minimum once yeorly
© 100 dla. PVC DWV, min grade 1.60 UNO. | * 6. To instal! and maintain pump ond fixtures for
reo ametied snot be “Coesorene’ oF reuse/wotering/irrigation os to manufactures speci
thay of HOPE. |
ee oe HERE, or Vivesus coy with
openings brought to turecn in paved or concrata ; 5
a
STORMWATER DRAINAGE aie Pye claus SW min grade 1100 UNO. spis22es Ww
nceroune peewor aval oa, ca PVE cans SW min gre ‘0. + Retcining wow 08 speciied
Reber oe (W0} ons “Henfer eutes {P0) snot 9 “Gotic Woe” or similar, wy wa
Rain wote eana lamp whee reauteds “
ao rH
WATER SUPPLY lube type B, UNO. Water supply pipework shot be 20 dio ty, % NM of few Development 08 specifies
Cee me eat ax taneth S000" ro x 2
a
ty mse 5 se io
7 j ve Diameter os svecitied

Natural ground

RR

  
 

    

Oct Ey
od YR
% ~ x Solenoid TYCO BW series lonk invert “ee NS
” invert (sludge zone) RGGUTGE
Foe eT ON crater to al hove coeis Recvend Pramas FE a0, Sone Boar Ben RN, vA
RRR

fi
Provide RPZD lo ony urigation connections. Normally Clorec ond foot operated

Woler supply 10
"?—— NON POTABLE

   

 

or"
3 reas to be 1

          

 

 

          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

os specified wy
covers to be stomped “SHO = pump system ERG
‘& Frames ta be “Fasten” or equal app Howvesting Tonk fed _
— ie 9 specified
et aH : Side ENTRY Pu BETA
jationa for loading condition. ‘A 1 a
, : tote:
sp14s4i2 % Xs, Pump cut off at min, 100mm
Sey e Goove inert of tonk equal to
= solenoid open)
7 =
RP90930 fond Description Dae
EMERGENCY SUPPLY OF NON POTABLE FOR POWER FAILURE
AND _SWITCH OVER (TANK EMPTY

Pome:
Srey horzonst mulstoge pressure pump HMGO-O8T
Npere pressure snilen optional

Oe told Water Rae wo

Oo Stock "I two { ror ‘oles Dats

® Vent Pipe . Lp deo -5. p34. p Can: a Lot. For Bvikting Approval x 1-507
Qe crown went He, Hol sok f ry Ps Fries [ror tender
B-covet ven ‘6 ii oid For Construction =
QS inet ee ‘s ! fs coratrvetes

 

 

 

 

Oe a t o)

 

 

 

 

  

 

 

 

   

  

 

 

 

° Fira Riser rea fonk rime the
@- . Kee 5o8 Construction
¢8) Hon potable riser ua 20. Big White Feler Service
e@p-= ator meter ie mesa
me Vole Po Planter outa PUMP & FILTRATION SPECIFICATION
Me HERS cock fee Sea Pees Soin tor detote of tration refer Tote Water SolvGons
cen cecentie enlarger ‘RRED—_‘Resuce Breen Zone device tempi wave
mene an Enlarger mn man 306 Beicino 0 4575. pat; Sete gees
@ ORG Overflow Relief Guty = SL waw.connyd.com ___ Fa: 5444 8224
fo « wx . wt Sote Troy 2 CUENT :
Gioset SD Storm al tchen, loundry & bathroom fittings and toilets K. & V. BRACKEN
fo} «om co Tego mply with the AAA Woter Conservation Roting |
‘s tune Syst defined by AS/NZS6400,
0 Trench grate transverse bor ystem as d by .
UF Lounary tue TEQ) —Hanen Grate tongtoclnal bor Provide flow restrictor volves where necessary ANDREW MCKELLAR DESIGN 4
wm USNS i eng oe leigation to tops and shower roses. The flow shall not ‘UE PROPOSED DUFLEX
Pisor Wests Tyg Unaerground exceed a maximum o min 181 GYMPIE TERRACE
oS wy we. Unvets nated otherwise TA NOOSAVILLE
on Borin wpe Unlers cates DRAWING TLE:
Btn Both Note:
GI Xl She Shower Do not scale from these drawings.
EX PAR Fre Hose Feet moter Do not rely on these drawings
DAMS Hot water rate alignment ond laveis of all existing GENERAL NOTES &
5 cleaners St oa eretuce, LEGEND

  

tion of the contractor
mmbing controctor to survey
services prior to

 

 

 

construction tao MO

1763-1_ | J