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CP.1.101C[2]
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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 Emt U BUILDING
9.2
9.8 SW SP182880 TRANSITION AND JOIN NEATLY CONCRETE
TO EXISTING FOOTPATH. 10.0 EDGE OF BITUMEN
R CP W
S Cov.I
Ø KERB
300 CONNECT TO EXISTING SP182845
OPEN DRAIN. CONCRETE INVERT
SW REALIGN EXISTING SWALE. SW STORM WATER MAIN
OP
10.
II
REFER DWG No. CP.2.101C 10.2
EN
2
WATER MAIN
9 .4
W W
9.2
9.4
FOR SWALE DETAILS.
DR
1 IN 4 BATTER BARRIER S SEWER MAIN S
AIN
KERB BARRIER KERB TO JOIN RM RISING MAIN RM
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
LINE OF SAW CUT LINE OF SAW CUT
10.0
9.2
FSL 10.1
9.2
STAIRS
IVE
SUBSOIL DRAIN
9.4
0
9.8
REFER TO ARCHITECTURAL
FSL 10.25
PLANS FOR STAIR DETAILS. FINISHED SURFACE LEVEL FSL 22.22
W
STORM WATER STRUCTURE NUMBER
UP
EX. FIELD INLET
10.2
SW
9.2
EXISTING PIT TO BE RETAINED. PIT
SL 9.19 HW2/22
TO BE ADJUSTED TO SUIT DESIGN
.0
900 x 900
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 BASEMENT 2
SW
UNDER 3 CONTRACTOR IS TO IDENTIFY AND BE SATISFIED OF THE
DSIL 7.55 10.0 FI1/02 SP246584 CORRECT LOCATION OF ALL EXISTING SERVICES
FFL 3.825 - 2.650
1 WHETHER INDICATED OR NOT ON THE PLANS.
9.8
I L 7.5 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
0
9.6
ROOF WATER & INTERNAL WATER
WALL
0.0
9.4
SCOUR PROTECTION AT ROOFWATER 9.8 REFER DWG No. DETAILS.
86 RELOCATION
L1
10 SW.2.101C FOR 9. SUPPLY RELOCATION
IL 9.45 MIN. FSL
FS
OUTLET. REFER DWG No. CP.2.101C .0
SW
FOR DETAILS. DETAILS.
PROPOSED SEWER PROPERTY
W
OUTLINE
REFER ARCHITECTURAL DRAWINGS FOR
10.2
E
E OF ROOF S CONNECTION. CAUTION EXISTING UNDERGROUND
10.0
1.6m HIGH RETAINING WALL. LIFT ELECTRICAL CONDUITS DEMOLITION, LANDSCAPING AND SIGNAGE
10.2
E S REQUIREMENTS
9.6 REFER STRUCTURAL DWGS
SW
BARRIER 150Ø
E
FOR DETAILS FSL 10.15 PVC S
W
KERB
E
E
PROPOSED WATER S
10.0
EX. SEWER
CONNECTION. 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
10.0
10.2
E 9
9.6 .8
10.2
E
9.6 EX. FIELD INLET
.0
9
.8
SL9.970 10.0 Emt P
10
W
S
Emt S SL 10.172
10.
2 JOIN NEATLY TO SP182880
EXISTING FOOTPATH TO BE REMOVED. E SP182880 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
S
E E E E E
RM RM E W E
IL 8.52
E E W Emt M DSIL 8.56
E W W
SW
E E
RM W
SP192396 W W W W W W W 2 25.11.22 FOR APPROVAL KC LS
E SCOUR PROTECTION AT ROOFWATER RM RM RMEmt R 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 SP182880
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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Section 2
E
W
E
S
SW SW SW SW SW SW
EX. MH
SW
IL 8.50
W
10.0
9.8
1050Ø ABN: 39 062 191 799 P: 61 7 3335 4555
9.8 PROVIDE SCOUR PROTECTION 10.0 SL 9.847
W
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
AT HEADWALL OUTLET. REFER IL 8.50
S
SW
DWG No. CP.2.101C FOR STORMWATER OUTLET LINE.
0
10.
EXISTING STORMWATER
IVE
9.8
DISCHARGE TO EXISTING
W
DETAILS.
STORMWATER PIT. PIT AND PIPE TO BE
DR
W
REMOVED. 9.6
NN
S
A
FM
9.8
W
9.6
HO
NOT FOR CONSTRUCTION
10
.0
S
9.6
9.8
LOT 22 MEDIHUB
NOOSA BUSINESS CENTRE
CONSULTANT: MPN CONSULTING PTY LTD 28 EENIE CREEK ROAD
CONTACT: LACHLAN STEPHENSON NOOSAVILLE, QLD 4566
(RPEQ 16903)
TELEPHONE: (07) 3335 4595
CIVIL WORKS PLAN
DATE 25.11.2022 DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 2 4 6 8 10
8662 CP.1.101C 2
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL