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Civil Engineering Plans
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Plans and drawings
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Log in to see the plans as drawn Q100 EMERGENCY OVERFLOW PIPE
OUT/1
STRUCTURE
EX5/1
EX6/1
1/1
2/1
3/1
4/1
7/1
NAME
NEW 1200sq GRATED PIT WITH
EMERGENCY OVERFLOW PIT
NEW Ø1200 MANHOLE WITH
NEW Ø1200 MANHOLE WITH
NEW Ø1200 MANHOLE WITH
1500x1500 WITH RAISED
SEALED BOLT DOWN LID
SEALED BOLT DOWN LID
SEALED BOLT DOWN LID
EXISTING MANHOLE
BOLT DOWN GRATE
BOLT DOWN GRATE
STRUCTURE
INFILTRATION PITS
DESCRIPTION
EXISTING PIT
EXISTING PIT
LEVEL 3 TERRACE FFL19.70
LEVEL 3 RETAIL FFL18.75
LEVEL 2 CARPARK FFL15.0
EXISTING EXISTING EXISTING
PIPE SIZEmm (Class) 600(2) 600(2) 600(2) 600(2) 600 600 600
PIPE GRADE % 6.50% 7.12% 0.50% 5.50% 19.71% 0.30% 0.30%
PIPE SLOPE 1 in X 15.38 14.05 200.00 18.18 5.07 333.34 333.34
FULL PIPE FLOW VEL. (m/s) 3.67 3.67 3.67 3.67 3.67 3.67 3.67
PART FULL FLOW VEL. (m/s) 5.59 9.06
(4.45 1y) (7.04 1y)
DATUM RL 0.0
HYDRAULIC
15.121
17.231
16.148
13.631
13.281
10.095
15.430
13.034
12.670
18.769
16.828
9.100
9.806
9.580
9.298
GRADE LEVEL
PIPE FLOW 1.074 1.074 1.074 1.074 1.074 1.074 1.074
(Cumecs)
1.980
2.000
1.940
2.190
1.290
3.050
2.129
1.738
1.264
1.279
3.906
2.066
2.240
3.886
DEPTH TO INVERT
INVERT LEVEL
13.000
15.800
13.020
12.671
12.060
14.864
14.844
12.734
12.262
7.810
7.721
7.700
7.760
7.736
OF DRAIN
DESIGN SURFACE
10.000
15.000
14.000
14.800
18.850
18.750
9.000
8.990
LEVEL
STRUCTURE SETOUT
N= 80580.526
N= 80566.672
N= 80552.521
N= 80515.695
N= 80509.208
N= 80490.574
N= 80483.229
N= 80477.183
E= 8405.743
E= 8409.657
E= 8431.024
E= 8469.355
100.621 E= 8473.005
122.179 E= 8483.846
130.251 E= 8487.192
137.328 E= 8490.873
COORDINATES
(Easting/Northing))
HORIZONTAL SCALE
RUNNING
14.396
40.023
93.178
0 20 40 60 80 100m
0.000
14.396 25.627 53.155 7.443 21.558 8.072 7.077 1:1000 A1, 1:2000 A3
CHAINAGE
VERTICAL SCALE
LINE 1 0 2 4 6 8 10m
1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL
A.B.N. 91 611 354 511 PRELIMINARY DRAINAGE LONG SECTION
FOR APPROVAL Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
at 3-7 SERENITY CLOSE, NOOSA HEADS
Tel (07) 5475 4125 Fax (07) 5479 1607 DRAWING No:
A6769-22-PD04 A 4 of
STEVEN HARRISON
Email: [email protected]
A 05/10/2022 ISSUE FOR APPROVAL PBL S.H.
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CALILE MALOUF INVESTMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6769-22-PD04 DRAINAGE LONG SECTION.dwg - DATE : 5/10/22 - 2:44pm - XREF's: X-ARCH L4; H-Approved-SH; H-Checked-SH Council Ref:
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