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SW.5.101C[2]
10.0
EENIE CREEK ROAD LEGEND
9 .4
9.6
9.6 EXISTING PROPOSED
Emt U
9.2
9.8 SW SP182880 PROPERTY BOUNDARY
5.00 CONTOUR 5.00
10.0
SW Cov.I BUILDING
SP182845 CONCRETE
EDGE OF BITUMEN
SW
10.
KERB
II
10.2
2
9.4
9.2
KERB AND CHANNEL
9 .4
FLUSH KERB
9.6
9.2 SW STORM WATER MAIN
9.2 9.2
9.4
CATCHMENT BOUNDARY
9.0
10.2
9.09
9.8 10.2
9.6 STORM WATER STRUCTURE NUMBER
9. 4
9.2 9.8
9.2
.0
9.6
9.4
9.4 9.6 9.4 HW2/22
9.0 10.0
.2
9.2
10
9.8 STORM WATER LINE NUMBER
II II FI2/2
II
II II
CATCHMENT LABEL AND AREA
II
II
II
0.005ha
W
9.6
ROOF FLOW DIRECTION ROOF FLOW
9.6
10.2
10.0
MAJOR FLOW DIRECTION
W
MAJOR FLOW
FI1/2
10.0
9.2
9.2
9.4
9.8 0.0863ha
W
10.2
SW
9.2
.0
10
9.2
HO
W
FM
SW
AN
GROUND FI1/3
EX2/02
10.0
N
9.6 FFL 10.300 0.0761ha
W
DR
SW
10.2
SW
3
IVE
10.0 SP246584
9.8
9.4
W
10.0
SW
FI1/02
9.6
SW
RET
SW
9.4
SW
10.0
SW
WALL
W
9.6
9.2
2
10.0
9.6
10.
E
RET
SW
FI1/1
W
9.8
E 10.2
0.0843ha
9.6
WALL
9.4
9.8
10
.0
SW
W
10.2
E
E S 10.0
10.2
E S
9.6
SW
CONSULTANT: MPN CONSULTING PTY LTD
E
S
W
CONTACT: LACHLAN STEPHENSON
E
E
S
10.0
HW2/03 (RPEQ 16903)
10.0
S S S S
9.4
S TELEPHONE: (07) 3335 4595
10.2 S
SW
10.2 S
W
FI1/01
9.2
FI1/03
10.0
10.2
E 9
9.6 .8 DATE 25.11.2022
10.2
E
9.6
.0
9
.8
10.0 Emt P
10
W
S
2 Emt S
E 10. SP182880
SP182880
EX2/01
9.6
10.0
10.0
W
W 0.2 9.8
E
SW
E E1 E
E E 9.8
S
E E E E E E
E
E RM RM E W
Emt M E
E W
E W W
SW
RM W
SP192396 W W W W W W W
E E RM
E E RM RMEmt R RM RM RM RM RM RM RM RM
E
SW
SP182880
9.0
E 10.0
E
E 9.6 2 25.11.22 FOR APPROVAL KC LS
S
9.6 1 11.11.22 FOR COORDINATION KC LS
W
SW
9.8
E
SW
ISSUE DATE AMENDMENT BY APP
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
NOT FOR CONSTRUCTION
LOT 22 MEDIHUB
NOOSA BUSINESS CENTRE
28 EENIE CREEK ROAD
NOOSAVILLE, QLD 4566
Q10 STORMWATER DRAINAGE CALCULATIONS STORMWATER DRAINAGE
CATCHMENT PLAN AND CALCULATIONS
DRAINAGE DESIGN NOTES: DESIGN: KC DRAWN: KC SCALES: AS SHOWN
PROVISION OF BLOCKAGES HAVE BEEN APPLIED TO THE BLOCKAGE APPLIED CHKD: APPRD: DATE:
THEORETICAL INFLOW CAPACITY OF INLET PITS WITHIN 12D. Sag Gully Pit 80% mpn JOB DRAWING No. REV
On Grade Gully Pit 10%
0 2 4 6 8 10
THE BLOCKAGES APPLIED ARE BASED ON QUDM TABLE 7.05.1
AND ARE SUMMARIZED BELOW;
Field Inlets (On Grade / Sag) 50%
8662 SW.5.101C 2
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
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