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RFI - Stormwater Management Plan
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 61, section 1. The text section number identifies this passage in the reader.
LEGEND:
PROPOSED RAPID INFILTRATION AREAS
E
Y CLOS
SERENIT
PROPOSED DRAINAGE NETWORK
Ex
PROPOSED 150dia SEWER
S
25 2
Ø 52
REALIGNMENT. NEW Ø5 A
Ex
5
S
MANHOLE OVER EXISTING STORMWATER MANHOLE / LABEL
BA
SEWER
W
EXISTING Ø675 STORMWATER
EX1 3
NK
LINE TO BE TAKEN UP AS
S
|Ø| 600
1 A PROPOSED GRATED INLET / LABEL
PROPOSED RAPID
S
W
| | REQUIRED
S
| |
| |
INFILTRATION TANK PROPOSED Ø150 SEWER MAIN
| | S
IA
| |
|
|
|
W
| |
|
S
| | PROPOSED Ø600 EMERGENCY
EXISTING STORMWATER DRAINAGE
CO
D
| |
D
2 | |
| | RELIEF PIPE IN VOLUMETRIC
| |
S
1 Ø6 EASEMENT W EXISTING WATER RETICULATION
S
W
UR
ExØ750
00
S EXISTING SEWER RETICULATION
T
3
W
NEW MANHOLE WITH SEALED EXISTING SURFACE CONTOUR
1
EXISTING Ø750 BOLT DOWN LID
ES S
AT ES
G C
M C
PROPOSED
O FA
S
W
BO AF
SL15.00
ST
STORMWATER LINE
TO BE TAKEN UP AS CARPARK
ExØ750
D
REQUIRED
W
FFL15.00
S
PROPOSED 150dia
SEWER REALIGNMENT Ø6
EXISTING SEWER TO 00
S
W
NEW MANHOLE WITH SEALED
BE TAKEN UP
BOLT DOWN ORNATE LID
SL14.80
W
S
EXISTING D
S
EASEMENT TO BE
EXTINGUISHED
S
W
4
T E
LIFRVIC
SE
ExØ D
S
750 1
EXISTING Ø750
W
STORMWATER LINE
Ø6
EXISTING SEWER TO
D
TO BE TAKEN UP AS
00
EX5 | | | | |
BE TAKEN UP
| | |
REQUIRED 1
| | | |
S
W
| | | |
| | | |
| | | | | | |
|
| | | | |
ExØ
SE
| | | |
|
CONNECT NEW STORMWATER | | | | PROPOSED RAPID
| | |
|
| | | |
|
750
LINE TO EXISTING MANHOLE. INFILTRATION PITS 'C'
W
|
CLO
IL'S TO BE CONFIRMED. EX6 10 OFF @ 2100dia x 2.4m
S
CONVERT TO SEALED BOLT EMERGENCY
1 DEEP. REFER DETAIL
W
S
OVERFLOW WEIR
D
DOWN LID
TY
|
| |
7
|
|
|
||
|
1
ENI
|
|
EXISTING SEWER TO
|
|
|
|
|
NEW 1200sq
|
BE TAKEN UP
|
W
|
|
|
|
|
GRATED PIT
SER
|
||
|
EXISTING Ø750 OUT SL 9.00 APPROX
|
|
|
|
W
|
STORMWATER LINE
S
1
TO REMAIN EXISTING
DIRECTIONAL BORE HEADWALL
UNDER ROADWAY PROPOSED RAPID IL8.0 APPROX
EMERGENCY
INFILTRATION PITS 'B'
W
OVERFLOW WEIR
PROPOSED SEWER REALIGNMENT. 5 OFF @ 2100dia x 2.4m
S
W
DEEP. REFER DETAIL
S
CONNECT TO EXISTING MANHOLE
W
W
W
||
D
|
|
|
| |
| | |
|
|
|
|
|
|
|
|
PROPOSED RAPID
|
S
|
W
|
|
|
W |
INFILTRATION PITS 'A'
| |
|
|
|
D
|
5 OFF @ 2100dia x 2.4m
|
|
W
S DEEP. REFER DETAIL
S
EMERGENCY
OVERFLOW WEIR
0 10 20 30 40 50
SCALE 1:500 (A1), 1:1000 (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 SKETCH PLAN - SERVICES LAYOUT
PRELIMINARY Date: AUG 2022 26 Memorial Avenue, Cotton Tree PROPOSED HOTEL
NOT FOR CONSTRUCTION PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-SK01 1 of
Email: [email protected]
.......................
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-SK01 DRAINAGE LAYOUT.dwg - DATE : 9/8/22 - 3:51pm - XREF's: X-BASE; X-SURVEY; X-ARCH L2 Council Ref:
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