Original source · versioned page text
Civil Engineering Plans
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn EMERGENCY
EXISTING GRASSED LINED SWALE OVERFLOW
PROPERTY BOUNDARY
500mm FREEBOARD
SERENITY CLOSE TO BE DECOMISSIONED PIT
12x2100DIA RAPID INFILTRATION PITS 1500x1500 WITH
REFER DWG PD03 FOR DETAILS RAISED BOLT DOWN GRATE
PROPOSED SIDE ENTRY PIT 'SAG'
1500 1500 CONCRETE FOOTPATH
CONSTRUCTED OVER EXISTING
Ø525 STORMWATER PIPE TO EXISTING GRATED
ACCEPT ROADWAY RUNOFF PIT EX/1
HEIGHT VARIES RETAIL PLAZA RL19.70 (MIN)
FALL 2.5% WEIR LEVEL EMERGENCY OVERFLOW RESORT RETAIL /
RL19.30 TO RL19.70 OVERLAND WATER LEVEL RL19.2
ROADWAY RL19.10 APPROX GRATE RL18.85 CAFE RL18.75
GRATE FLOW PATH
RL18.80 RL18.70
EXRL18.79
1
EXISTING 3 MAX
Ø450STW PIPE
IL17.41
IL17.51
IL17.05 Ø600 EMERGENCY
2400
OVERFLOW PIPE
300
PROPOSED SEWER RELOCATION EXISTING Ø450 STW PIPE
SUBJCT TO UNITYWATER APPROVAL IL17.38 Ø600 BALANCE RL15.80
PIPES TO LINK
RIP'S
RAPID INFILTRATION SWALE 'A' TYPICAL SECTION
SCALE 1:50 A1
LEVEL 2 ROOMS
FFL 15.75 LEVEL 4 FFL 21.75
NOTE - ALL RAPID
INFILTRATION SWALES TO BE
PLANTED OUT TO LANDSCAPE
ARCHITECTS SPEC.
LEVEL 1 ROOMS
FFL 12.50
LEVEL 3 FFL 18.00 2100DIA RAPID INFILTRATION PITS
BOUNDARY REFER DWG PD03 FOR DETAILS
PROPERTY
GRATE RL17.00
RL16.60 RL16.50
COMPACTED FILL 1
3 MAX
SEWER ALIGNMENT VARIES
2100DIA RAPID INFILTRATION PITS
REFER DWG PD03 FOR DETAILS 0m TO APPROX 6.95m
RL8.95 LEVEL 2 FFL 15.0
TEMPORARY SHEET
RL8.50 RL8.50 PILING TO
GRATE
MANUFACTURERS
RL8.00 RL18.10
1 SPECIFICATION
PROPOSED BUILDING
3 MAX AND PILING TO
PROPOSED BUILDING STRUCTURAL
AND PILING TO ENGINEERS SPEC.
STRUCTURAL
ENGINEERS SPEC.
EXISTING Ø150
SEWER MAIN
IL VARIES
IL7.402 TO IL7.75
RAPID INFILTRATION SWALE 'C' TYPICAL SECTION
RAPID INFILTRATION SWALE 'B' TYPICAL SECTION SCALE 1:50 A1
SCALE 1:50 A1
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 PRELIMIANRY RAPID INFILTRATION SECTIONS
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:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at 3-7 SERENITY CLOSE, NOOSA HEADS DRAWING No:
A6769-22-PD02 A 2 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-PD02 DRAINAGE SECTIONS.dwg - DATE : 5/10/22 - 2:44pm - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.