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MCU10/2065 Response to information request
I I :GENI)
//STING PROPOSED
KERB AND CMANNL
KERB ONLY
----- EDGE OF CONCRETE
CONTROL LIE
-SW - -SW- DRAINAGE
-RW - ROOF WATER
W SEWER
W- WATER
- ON OVERHEAD POWER
-3.00 ----3.00---- CONTOURS
-
to BU ILDING
DPI»9»
b BATTERS
Ig'H1 - -
,kY
61; ...u......... ... RETAINING WALL
\ \ \ 1/ f I l' j 1.0 sTROCTFOE NINIBER
M ``I \ \ \ I III L i i
I`, I \ \ /
600.600 FIELD INLET
1 I GRATED
I I TRENCH DRAY
I I I I 1 1 1 1 1
A ! I I II
f II 1 11 I I I 1 1 1 1 1 1 1
X 1 1 1
f f f 7 LAI I 1 1 1 1 CONCRETE PAVEMENT
1 1
r s- r -s-r- S -^^ s1-vAe» sr - i _ I I-I
l is + i ns r t REFER ORG (011 FOR
I ! I 1 I 1
I DETAILS
P 1 1 I I I 1 I I I I
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11
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1 I I SPI 1 I I I I S RAINWAl1;R LANK NOI i-;S
1 I 11
-11 l
lr-___ , __jr__
ONE 3.000b TANK PER UNIT
rl Y
/I
1. RECEIVING MINIMUM 61% ROOF CATCHMENT AREAS
a FFL, t 2. CONNECTED TO TOILET CISTERNS AND WASIHNG MACMNE COLD
; I
f 15.110 WATER TAPS. AND.
P"I
rl /
/
' DOL I I I I I
I
1 3. AN EXTERNAL USE.
I 4. BACKFLOW PREVENTION AND FIRST FLUSH DIVERSION N
i
I ACCORDANCE WITH DD( PP4.2 - WATER SAVING TARGETS.
In q
I I I
I
I I I '
I I I
I ^ I I
FFL FFL 7 i I
T1 I
14.020 14.840
300 WIDE GRATED
TRENCH DRAIN REFER
(01S FOR DETAILS
1 .
450N451 GRATED
FFL FIELD INLET. REFER
14.050 ORG (015 FOR , DETAILS
\ 1 I I I I t' -1''w•J Y 1 A
AA I I I I I ! A 1`"'1 I '
II 310 WIDE GRATED
l TRENCH DRAIN REFER
DRIVEWAY CROSSOVER N
COTS FOR DETAILS 17
,I! I1111
11111111111111111111111ii A 1 ACCORDANCE WITH PWEAG
I 1 STD DRG SEQ R-050
1111111111111111111111IV11111111
r 1, FFL IIII 1 f I I I I I I 1 1 1 O t 1 1 1 1 1 1 1 1 1 1 r
i>r
IIII ,a,fso -3--L L• 1-}-i
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11'1111111 " 111,;11 11 \
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1II I I I I I I I ITT.t I j i i l I I l I I I I 1 I 1i
1 1
D,ION IItIII6
CONNECTION TO EXIS76G 1
275 PVC 'SM' 1 1II IIII 11111111111;11111111111 11
LAWFUL PONT O DISCHARGE i I II I l ,^.l-J^-J-L.L
I 1 1 I I !i
SL12.550, L11.750
113.970
1.1
1^I , 450450 GRATED
FIELD NET. REFER
IDEATES NOMINAL LOCATION 1.200m HIGH MAX RETAINING WALL.
ORG CUT5 FOR DETAILS
OF 3,10.0 5LNLNE WATER ^'-EXTENT TO BE CONFIRMED IN DETAILED DESIGN
TANK TO DISCHARGE INTO
EXISTING INFRASTRUCTURE
STRUCTURAL WALL INDICATES NOMINAL LOCATION O
TO STRUCTURAL TRAFFKABLE 3,700L UNDERGROUND
ENGINEERS DETAILS RAINWATER TASK AS PER 'ALLCAST
PRECAST' LOOT OR APPROVED EQUIVALENT
CONCEPT IN I I;GRATEL) WAl'ER
MANAGEMENT PLAN
SCALE A
S. 1.100 at Al
A
A 1200 of A3
PRELIMINARY
coral coast off.r¢ ANTHONY (ORKILL D-,',,/ SFD (ne, P,1 SFD at ACR NOVEMBER 2010 1.- AS NOTED
PROPOSED RESIDENTIAL DEVELOPMENT CONCEPT INTEGRATED WATER Job Ref No Drann9 No Issue-
A I4lA to ("a w nn.' a Suflfh Te court >1F 17 GRANT STREET,
Nfur, A.oMynf
ENGINEERING MANAGEMENT PLAN SC-2930 C010 A
Dot. Off NOOSA HEADS, OLD TROY PAULSEN / RPEQ 6990
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