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16-02-23 Noosa Council Ltr
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AIN 9.8
EX. FIELD INLET
N
DR
EXISTING
LEGEND PROPOSED
SL 8.973 PE
O 10.0
900 x 900
EENIE CREEK ROAD PROPERTY BOUNDARY
9.4
9.6
73 9.6 5.00 CONTOUR 5.00
7.1
IL BUILDING
9.2
9.8 SW TRANSITION AND JOIN NEATLY CONCRETE
TO EXISTING FOOTPATH. 10.0 EDGE OF BITUMEN
R CP W
S 5kL RAINWATER TANK UTILISED FOR BASEMENT
Ø KERB
300 CONNECT TO EXISTING WASHDOWN. REFER HYDRAULIC ENGINEERS
OPEN DRAIN. CONCRETE INVERT
PLANS FOR CONNECTIONS AND OVERFLOW.
SW SW STORM WATER MAIN
OP
10.
II
REALIGN EXISTING SWALE. 10.2
EN
2
WATER MAIN
9 .4
W W
9.2
9.4
REFER DWG No. CP.2.101C
DR
1 IN 4 BATTER BARRIER S SEWER MAIN S
FOR SWALE DETAILS.
AIN
KERB BARRIER KERB TO JOIN RM RISING MAIN
9.6
9.2
9.2 9.2
9.4 NEATLY TO CHANNEL T TELECOMMUNICATIONS
AND EXISTING KERB.
9.0
10.2
E U/G ELECTRICITY
9.09
9.8 10.2
9.4
9.2 9.6 9.8
9.2
.0
9.6 O/H ELECTRICITY
9.4
9.6
N
9.4 9.4 10.0
9.0
.2
9.2 II FENCE
10
9.8
.10
RET WALL RETAINING WALL RET WALL
10
MAX. 1 IN 4
HO
II
SHORING WALL
II
II
II
L
II
II
II
II
FS
BATTER RAMP TO BASEMENT FALL TOP OF BATTER
FM
W
(FALL) FACE OF BATTER
9.6
BUNKER
AN
FS
9.6
10.2
10.0
TOE OF BATTER
L1
UNDER
0.1
N
SWALE DRAIN
0
W
DR
REFER TO ARCHITECTURAL LINE OF SAW CUT
LINE OF SAW CUT
STAI
PLANS FOR STAIR DETAILS.
10.0
9.2
FSL 10.1
9.2
IVE
SUBSOIL DRAIN
9.4
0
9.8
FSL 10.25
RS U
FINISHED SURFACE LEVEL FSL 22.22
GATIC COVER - LOAD
W
STORM WATER STRUCTURE NUMBER
P
EX. FIELD INLET
10.2
SW
9.2
EXISTING PIT TO BE RETAINED. PIT CLASS D OR SIMILAR
SL 9.19 HW2/22
TO BE ADJUSTED TO SUIT DESIGN
.0
900 x 900 APPROVED PRODUCT.
10
STORM WATER LINE NUMBER
9.2
LEVEL AND RETROFITTED WITH CONSTRUCT 600 WIDE CONCRETE
HELLSAFE GRATE. GROUND
W
CHANNEL IN ACCORDANCE WITH
LIFT
SW
DISCHARGE TO EXISTING FFL 10.300 IPWEA STANDARD DWG NO. RS-080.
STORMWATER PIT. BASEMENT 1
EX2/02 EXISTING SERVICES
10.0
LINE OF SAW CUT
9.6 EX. 450Ø RCP BASEMENT FFL 6.800 - 5.625
W
PRIOR TO COMMENCEMENT OF WORKS THE
SW
10.2
USIL 7.58
SW
UNDER BASEMENT 2 CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE
DSIL 7.55 10.0 FI1/02 CORRECT LOCATION OF ALL EXISTING SERVICES
FFL 3.825 - 2.650 WHETHER INDICATED OR NOT ON THE PLANS.
51
9.8
IL 7. CONTRACTOR SHOULD ASCERTAIN ALL SERVICES TO BE
9.4
W
10.0
SW BARRIER
9.6
RETAINED AND THOSE TO BE MODIFIED RELOCATED.
SW
EX. PIT STUB FOR ROOFWATER CONNECTION.
RCP KERB ANY DAMAGE TO EXISTING SERVICES THAT ARE TO BE
RET
450Ø SW SL 9.203 REFER HYDRAULIC PLANS FOR
9.4
600 x 1200 DETAILS. RETAINED IS TO BE RECTIFIED AT THE CONTRACTOR'S
34
IL 7. SW EXPENSE.
10.0
SW IL 9.40 MIN.
WALL
W
9.6
BIO BASIN 2.
9.2
EX. MH
AREA: 11 m2.
2
10.0
1050Ø
9.6
10.
SL 9.570 REFER DWG No. E
EXISTING LIGHT POLE TO BE REMOVED.
RET
REFER ELECTRICAL ENGINEERS DRAWINGS
SW
SW.2.101C FOR REFER HYDRAULICS ENGINEERS
BIO BASIN 1. STUB FOR ROOFWATER CONNECTION. REFER TO ELECTRICAL PLANS FOR FOR LIGHT POLE & ELECTRICAL AND
W
DETAILS. DRAWINGS FOR HOUSE DRAINAGE,
9.8
E AREA: 10 m2. REFER HYDRAULIC PLANS FOR DETAILS. 10.2
TELECOMMUNICATIONS CONDUIT
9.6
ROOF WATER & INTERNAL WATER
WALL
9.4
SCOUR PROTECTION AT ROOFWATER REFER DWG No. DETAILS. 0
9.8
1 0.0 9. 86 SUPPLY RELOCATION RELOCATION
FSL
10 SW.2.101C FOR
OUTLET. REFER DWG No. CP.2.101C .0 IL 9.45 MIN. FSL PROPOSED SEWER
SW
FOR DETAILS. DETAILS. PROPERTY CONNECTION.
W
OUTLINE
REFER ARCHITECTURAL DRAWINGS FOR
10.2
E
E OF ROOF CAUTION EXISTING UNDERGROUND
10.0
1.6m HIGH RETAINING WALL. LIFT ELECTRICAL CONDUITS DEMOLITION, LANDSCAPING AND SIGNAGE
10.2
E REQUIREMENTS
9.6 REFER STRUCTURAL DWGS
SW
BARRIER
E
FOR DETAILS FSL 10.15 150Ø
W
KERB PVC
E
E
S
10.0
EX. SEWER
HW2/03 CONSTRUCT NEW STORMWATER
10.0
S S S S
9.4
10.2 SPIT AND PIPES TO BIO BASIN 1.
SW
10.2 S
W
FI1/01 FI1/03
9.2
PROPOSED WATER
10.0
10.2
E 9
CONNECTION. 9.6 .8
10.2
E
9.6 EX. FIELD INLET
.0
9
.8
SL9.970 10.0
10
W
S
SL 10.172
10.
2 JOIN NEATLY TO
EXISTING FOOTPATH TO BE REMOVED. E 900 x 600
EXISTING KERB
CONSTRUCT 2.0m WIDE FOOTPATH IN EX2/01
9.6
10.0
10.0
W
ACCORDANCE WITH IPWEA STANDARD EX. 375Ø RCP
W 0.2 SL9.952 9.8
E
SW
E E1
DWG NO. RS-065. E E E E EUSIL 8.66 9.8 3
S
E E E E E 15.02.23 FOR APPROVAL KC LS
RM RM E W E
IL 8.52
E E W DSIL 8.56
E W W
SW
E E
RM W W W W W W W W 2 25.11.22 FOR APPROVAL KC LS
E SCOUR PROTECTION AT ROOFWATER RM RM RM RM RM RM RM RM RM RM RM
450Ø RCP
E
E
1
SW
11.11.22 FOR COORDINATION KC LS
OUTLET. REFER DWG No. CP.2.101C
9.0
E 10.0
E
E FOR DETAILS. 9.6 ISSUE DATE AMENDMENT BY APP
S
EX. 450Ø RCP
USIL 9.11 9.6 COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
W
SW
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
IL 8.52
9.8 DSIL 9.10
E
SW
STORMWATER OUTLET PIT CONSULTING PTY LIMITED 2018 ©
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